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HomeMy WebLinkAboutAPPROVED Truss Engineering6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2566355(CaymanB1-1560) - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 1 This package includes 37 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: Renar Homes Project Name: 2566355 Model: _ Subdivision: _ Address: 9724 Starboad Dr, _ State: FLCity: _ Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: February 8,2021 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 T22763927 A01 Date 2/8/212T22763928A022/8/213T22763929A032/8/214T22763930A042/8/215T22763931A052/8/216T22763932A062/8/217T22763933A072/8/218T22763934A082/8/219T22763935A092/8/2110T22763936A102/8/2111T22763937A112/8/2112T22763938A122/8/2113T22763939A132/8/2114T22763940B012/8/2115T22763941B022/8/2116T22763942B032/8/2117T22763943C012/8/2118T22763944C022/8/2119T22763945C032/8/2120T22763946C042/8/2121T22763947CJ12/8/2122T22763948CJ32/8/21 No.Seal#Truss Name 23 T22763949 CJ3A Date 2/8/2124T22763950CJ4A2/8/2125T22763951CJ52/8/2126T22763952E012/8/2127T22763953E022/8/2128T22763954E032/8/2129T22763955EJ72/8/2130T22763956EJ7A2/8/2131T22763957GE012/8/2132T22763958HJ72/8/2133T22763959HJ7A2/8/2134T22763960V12/8/2135T22763961V22/8/2136T22763962V32/8/2137T22763963V42/8/21 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T22763927 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-oMgXOEsma7DG2a_GVmL_dSOdxpx6GFdF?qxEjnznAmt Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 5x8 5x8 3x6 6x8 3x4 4x6 3x6 6x8 6x8 6x8 2x4 2x4 3x4 2x4 6x8 2x4 7x8 3x6 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 3-9-4 3-9-4 7-0-0 3-2-12 8-4-0 1-4-0 13-10-0 5-6-0 19-4-0 5-6-0 21-8-0 2-4-0 26-4-0 4-8-0 31-0-0 4-8-0 34-2-12 3-2-12 38-0-0 3-9-4 -1-4-0 1-4-0 3-9-4 3-9-4 7-0-0 3-2-12 8-4-0 1-4-0 13-10-0 5-6-0 19-4-0 5-6-0 21-8-0 2-4-0 26-4-0 4-8-0 31-0-0 4-8-0 34-2-12 3-2-12 38-0-0 3-9-4 39-4-0 1-4-0 0-4-33-10-30-4-30-8-03-10-36.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [9:0-6-0,0-2-8], [13:0-2-8,0-3-0], [14:0-3-8,0-3-0], [17:0-2-12,0-3-0], [19:0-5-8,0-4-4], [22:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.98 0.73 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.22 -0.27 0.09 (loc) 18-19 18-19 14 l/defl >999 >958 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 17-19: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. Except: 6-0-0 oc bracing: 15-17, 19-21 WEBS 1 Row at midpt 5-17, 7-13 REACTIONS. (size)2=0-8-0, 14=0-8-0, 10=0-8-0 Max Horz 2=-171(LC 6) Max Uplift 2=-1013(LC 8), 14=-2872(LC 8), 10=-607(LC 8) Max Grav 2=1297(LC 29), 14=3854(LC 1), 10=759(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2148/1618, 3-4=-2407/1909, 4-5=-1624/1278, 5-6=-675/1012, 6-7=-717/1067, 9-10=-971/760 BOT CHORD 2-22=-1274/1900, 18-19=-1732/2564, 17-18=-1033/1680, 13-14=-1953/1576, 12-13=-547/810, 10-12=-527/780, 6-17=-384/401 WEBS 3-22=-833/578, 4-18=-984/783, 5-18=-347/773, 5-17=-2943/2158, 7-14=-2851/2172, 7-13=-1763/2308, 8-13=-346/376, 9-13=-1144/878, 9-12=-493/740, 7-17=-1082/1562, 14-17=-1852/1567, 19-22=-1447/2294, 3-19=-1201/1621 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1013, 14=2872, 10=607. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 158 lb down and 277 lb up at 7-0-0, 157 lb down and 179 lb up at 9-0-12, 157 lb down and 179 lb up at 11-0-12, 157 lb down and 179 lb up at 13-0-12, 157 lb down and 179 lb up at 15-0-12, 157 lb down and 179 lb up at 17-0-12, 157 lb down and 179 lb up at 19-0-0, 104 lb down and 119 lb up at 20-11-4, 104 lb down and 119 lb up at 22-11-4, 104 lb down and 119 lb up at 24-11-4, 104 lb down and 119 lb up at 26-11-4, and 104 lb down and 119 lb up at 28-11-4, and 158 lb down and 277 lb up at 31-0-0 on top chord, and 500 lb down and 496 lb up at 7-0-0, 90 lb down and 43 lb up at 9-0-12, 90 lb down and 43 lb up at 11-0-12, 90 lb down and 43 lb up at 13-0-12, 90 lb down and 43 lb up at 15-0-12, 90 lb down and 43 lb up at 17-0-12, 90 lb down and 43 lb up at 19-0-0, 141 lb down and 104 lb up at 20-11-4, 141 lb down and 104 lb up at 22-11-4, 141 lb down and 104 lb up at 24-11-4, 141 lb down and 104 lb up at 26-11-4, and 141 lb down and 104 lb up at 28-11-4, and 500 lb down and 496 lb up at 30-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T22763927 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:22 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-oMgXOEsma7DG2a_GVmL_dSOdxpx6GFdF?qxEjnznAmt NOTES- 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=-54, 3-9=-54, 9-11=-54, 2-21=-20, 20-21=-20, 17-19=-20, 15-16=-20, 10-15=-20 Concentrated Loads (lb) Vert: 3=-56(B) 9=-56(B) 22=-497(B) 12=-497(B) 23=-92(B) 25=-92(B) 26=-92(B) 27=-92(B) 28=-92(B) 29=-92(B) 30=-29(B) 31=-29(B) 33=-29(B) 34=-29(B) 36=-29(B) 37=-74 38=-74 39=-74 40=-74 41=-74 42=-74 43=-133(B) 44=-133(B) 45=-133(B) 46=-133(B) 47=-133(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 2566355(CAYMANB1-156~) Truss A02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22763928 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-GYEvbatOLRL7fkZS3UsDAgwyYDIY?o0PEUhoGDznAms Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 33 5x6 5x6 5x6 3x6 3x6 3x8 2x4 4x6 3x8 2x4 2x4 3x4 4x4 5x8 2x4 3x6 2x4 5x8 5x8 3x4 5-3-0 5-3-0 8-4-0 3-1-0 14-2-8 5-10-8 19-4-0 5-1-8 21-7-8 2-3-8 25-2-0 3-6-8 29-0-0 3-10-0 38-0-0 9-0-0 -1-4-0 1-4-0 4-5-4 4-5-4 5-3-0 0-9-12 8-4-0 3-1-0 9-0-0 0-8-0 14-2-8 5-2-8 19-4-0 5-1-8 19-5-0 0-1-0 25-2-0 5-9-0 29-0-0 3-10-0 33-2-12 4-2-12 38-0-0 4-9-4 39-4-0 1-4-0 0-4-34-10-30-4-30-8-04-10-36.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [8:0-3-0,0-3-0], [10:0-3-0,0-2-0], [19:0-5-8,0-2-12], [21:0-2-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.65 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.34 0.02 (loc) 12-14 12-14 16 l/defl >643 >319 n/a L/d 240 180 n/a PLATES MT20 Weight: 220 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 5-5-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 17-19 10-0-0 oc bracing: 21-23 REACTIONS.All bearings 16-8-0 except (jt=length) 2=0-8-0. (lb) - Max Horz 2=-212(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-487(LC 12), 14=-269(LC 12), 12=-235(LC 12), 16=-713(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=747(LC 21), 14=569(LC 18), 12=320(LC 18), 16=1476(LC 21), 16=1433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1070/669, 3-4=-946/643, 4-5=-889/678, 5-6=-523/456, 6-7=-523/456, 7-8=-39/366, 8-9=-191/648, 10-11=-91/288 BOT CHORD 2-24=-450/991, 20-21=-251/790, 19-20=-336/368, 14-16=-346/340, 7-19=-791/516 WEBS 5-20=-321/174, 6-20=-311/306, 7-20=-600/1021, 10-14=-299/235, 21-24=-409/947, 5-21=-243/425, 11-14=-383/391, 8-16=-722/415, 16-19=-606/549, 8-19=-327/648, 9-16=-521/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 9-0-0, Exterior(2R) 9-0-0 to 14-2-8, Interior(1) 14-2-8 to 29-0-0, Exterior(2R) 29-0-0 to 34-4-8, Interior(1) 34-4-8 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 487 lb uplift at joint 2, 269 lb uplift at joint 14, 235 lb uplift at joint 12 and 713 lb uplift at joint 16. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22763929 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-klnHpvt06lT_Ht8fdBOSitT?eda3k9GYT8QLofznAmr Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 5x8 7x10 7x14 MT20HS 3x6 3x6 7x14 MT20HS 5x6 WB 3x4 2x4 3x4 7x8 3x4 3x4 2x4 2x4 2x4 5x8 5-10-15 5-10-15 11-0-0 5-1-1 16-3-9 5-3-9 21-7-2 5-3-9 27-0-0 5-4-14 32-1-10 5-1-10 38-0-0 5-10-6 -1-4-0 1-4-0 5-10-15 5-10-15 11-0-0 5-1-1 16-3-9 5-3-9 21-7-2 5-3-9 27-0-0 5-4-14 32-1-10 5-1-10 38-0-0 5-10-6 39-4-0 1-4-0 0-4-35-10-30-4-33-11-75-10-36.00 12 3.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-2-12], [5:0-4-0,0-4-8], [9:0-5-7,Edge], [14:0-5-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.84 0.95 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.88 -1.32 0.73 (loc) 15 15 9 l/defl >511 >339 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 223 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x6 SP No.2, 5-7: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 9-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-14,5-14: 2x4 SP No.1, 14-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-17, 7-14, 14-17, 5-14 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=252(LC 11) Max Uplift 2=-859(LC 12), 9=-859(LC 12) Max Grav 2=1477(LC 1), 9=1477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2587/1553, 3-4=-2201/1408, 4-5=-2340/1572, 5-6=-7856/4404, 6-7=-7987/4460, 7-8=-4091/2349, 8-9=-4504/2627 BOT CHORD 2-20=-1227/2246, 19-20=-1227/2246, 17-19=-946/1922, 12-14=-1869/3732, 11-12=-2258/4019, 9-11=-2253/4009 WEBS 3-19=-435/329, 4-19=-138/335, 4-17=-376/692, 5-17=-2161/1258, 7-14=-2411/4528, 7-12=-121/338, 8-12=-433/377, 14-17=-1534/2959, 5-14=-2929/5711 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 11-0-0, Exterior(2R) 11-0-0 to 16-5-5, Interior(1) 16-5-5 to 27-0-5, Exterior(2R) 27-0-5 to 32-1-10, Interior(1) 32-1-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at joint 9.February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22763930 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-CxLf0Fuet2brv1jrBvvhF508N1zeTdOihoAuK5znAmq Scale = 1:67.8 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 5x8 5x8 3x6 3x6 7x10 3x12 MT20HS 3x4 2x4 3x4 3x4 3x4 2x4 2x4 2x4 5x8 6x8 6x8 6-4-7 6-4-7 12-8-0 6-3-9 17-1-1 4-5-1 21-7-2 4-6-1 25-4-0 3-8-14 31-8-2 6-4-2 38-0-0 6-3-14 -1-4-0 1-4-0 6-4-7 6-4-7 12-8-0 6-3-9 17-1-1 4-5-1 21-7-2 4-6-1 25-4-0 3-8-14 31-8-2 6-4-2 38-0-0 6-3-14 39-4-0 1-4-0 0-4-36-8-30-4-33-11-76-8-36.00 12 3.00 12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [5:0-3-8,0-2-8], [7:0-6-0,0-2-8], [9:0-5-9,Edge], [14:0-3-8,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.97 0.74 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.63 -0.95 0.56 (loc) 15 15 9 l/defl >714 >474 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 215 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14,9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 14-17,5-14: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-17 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=287(LC 11) Max Uplift 2=-859(LC 12), 9=-859(LC 12) Max Grav 2=1477(LC 1), 9=1477(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2590/1560, 3-4=-2091/1351, 4-5=-2007/1413, 5-6=-5146/2962, 6-7=-5175/2971, 7-8=-3890/2227, 8-9=-4558/2667 BOT CHORD 2-20=-1234/2283, 18-20=-1234/2283, 17-18=-858/1802, 13-14=-1716/3517, 11-13=-2296/4075, 9-11=-2292/4067 WEBS 3-20=0/273, 4-18=-161/380, 7-14=-1082/2056, 7-13=-158/385, 8-13=-711/559, 8-11=0/253, 5-17=-2042/1137, 4-17=-243/472, 14-17=-1330/2674, 5-14=-1782/3610, 3-18=-576/425 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 12-8-0, Exterior(2R) 12-8-0 to 18-0-8, Interior(1) 18-0-8 to 25-4-0, Exterior(2R) 25-4-0 to 30-8-8, Interior(1) 30-8-8 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at joint 9.February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22763931 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-h7v2EbvGeMjiWBI1kcQwnIYO3QFHC1yrwSvSsYznAmp Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 5x6 5x6 5x8 5x8 3x6 4x10 MT20HS 4x8 2x4 6x8 3x4 2x4 2x4 2x4 6x8 6x8 6-2-13 6-2-13 11-11-3 5-8-5 14-8-0 2-8-13 19-0-0 4-4-0 23-4-0 4-4-0 30-5-5 7-1-5 38-0-0 7-6-11 -1-4-0 1-4-0 6-2-13 6-2-13 11-11-3 5-8-5 14-8-0 2-8-13 19-0-0 4-4-0 23-4-0 4-4-0 30-5-5 7-1-5 38-0-0 7-6-11 39-4-0 1-4-0 0-4-37-8-30-4-34-7-02-9-97-8-36.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-0,0-2-0], [7:0-6-0,0-2-8], [8:0-4-0,0-3-0], [9:0-5-9,Edge], [15:0-2-4,0-3-0], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.66 0.97 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.60 -0.97 0.62 (loc) 14 14-15 9 l/defl >750 >460 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 200 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-8,8-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 12-14,9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 15-17 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=327(LC 11) Max Uplift 2=-859(LC 12), 9=-859(LC 12) Max Grav 2=1478(LC 1), 9=1476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2588/1545, 3-4=-4011/2338, 4-5=-4003/2481, 5-6=-4604/2644, 6-7=-4604/2644, 7-8=-3631/2082, 8-9=-4565/2655 BOT CHORD 2-18=-1217/2315, 14-15=-1495/3245, 13-14=-1538/3281, 11-13=-2276/4077, 9-11=-2273/4085, 4-15=-276/306 WEBS 3-18=-1041/651, 5-14=-863/1742, 7-14=-845/1750, 7-13=-186/409, 8-13=-971/720, 8-11=0/314, 5-15=-591/871, 15-18=-1345/2561, 3-15=-556/1303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 14-8-0, Exterior(2R) 14-8-0 to 20-0-8, Interior(1) 20-0-8 to 23-4-0, Exterior(2R) 23-4-0 to 28-8-8, Interior(1) 28-8-8 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at joint 9. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22763932 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-dW1oeHxXAzzQmVSQs1SOtjeg3Ey0gxi8NmOZxQznAmn Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 5x6 5x6 5x6 3x6 4x8 2x4 2x4 2x4 5x8 6x8 5x8 2x4 6x8 5x6 2x4 6-2-13 6-2-13 11-11-3 5-8-5 16-8-0 4-8-13 18-10-4 2-2-4 19-0-0 0-1-12 19-1-12 0-1-12 21-4-0 2-2-4 26-8-14 5-4-14 29-5-5 2-8-7 29-8-0 0-2-11 32-0-3 2-4-3 38-0-0 5-11-13 -1-4-0 1-4-0 6-2-13 6-2-13 11-11-3 5-8-5 16-8-0 4-8-13 19-0-0 2-4-0 21-4-0 2-4-0 26-8-14 5-4-14 29-8-0 2-11-2 32-0-3 2-4-3 38-0-0 5-11-13 39-4-0 1-4-0 0-4-38-8-30-4-34-7-02-9-98-8-36.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [9:0-3-0,0-3-0], [10:0-5-7,Edge], [13:0-2-4,Edge], [15:0-2-4,0-3-0], [18:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.88 0.89 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.93 0.57 (loc) 13-14 13-14 10 l/defl >800 >484 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. Except: 10-0-0 oc bracing: 15-17 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=368(LC 11) Max Uplift 2=-859(LC 12), 10=-859(LC 12) Max Grav 2=1478(LC 1), 10=1476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2586/1530, 3-4=-4013/2326, 4-5=-4044/2526, 5-6=-3384/1987, 6-7=-3384/1987, 7-8=-4076/2566, 8-9=-4064/2371, 9-10=-4510/2605 BOT CHORD 2-18=-1202/2341, 14-15=-1290/2998, 13-14=-1330/2995, 12-13=-2231/4023, 10-12=-2231/4015, 4-15=-356/377 WEBS 3-18=-1051/640, 5-14=-404/934, 5-15=-808/1161, 15-18=-1322/2582, 3-15=-563/1309, 7-14=-392/1064, 8-13=-368/390, 7-13=-814/1193, 9-13=-447/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 16-8-0, Exterior(2E) 16-8-0 to 21-4-0, Exterior(2R) 21-4-0 to 26-8-14, Interior(1) 26-8-14 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at joint 10. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22763933 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-5ibAsdx9xH6GNf1cQkzdPxAqbeGzPOAHcQ86TtznAmm Scale = 1:74.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 5x6 6x12 MT20HS 3x6 4x6 4x8 5x6 2x4 7x10 3x4 7x8 3x4 5x6 5x8 6-2-13 6-2-13 11-11-3 5-8-5 18-10-4 6-11-1 19-0-0 0-1-12 19-1-12 0-1-12 28-3-5 9-1-9 38-0-0 9-8-11 -1-4-0 1-4-0 6-2-13 6-2-13 11-11-3 5-8-5 18-8-0 6-8-13 19-0-0 0-4-0 19-4-0 0-4-0 25-4-14 6-0-14 31-5-11 6-0-14 38-0-0 6-6-5 39-4-0 1-4-0 0-4-39-8-30-4-34-7-02-9-96.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-5-7,Edge], [13:0-5-4,0-6-4], [16:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.96 0.97 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.98 0.60 (loc) 10-12 10-12 8 l/defl >802 >457 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 196 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-7,1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-13,8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 4-12 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=415(LC 11) Max Uplift 2=-859(LC 12), 8=-859(LC 12) Max Grav 2=1478(LC 1), 8=1476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2581/1457, 3-4=-4345/2368, 4-5=-3036/1629, 5-6=-3024/1621, 6-7=-4185/2295, 7-8=-4485/2519 BOT CHORD 2-16=-1136/2357, 12-13=-1908/4176, 10-12=-1703/3536, 8-10=-2153/4015, 4-13=-175/512 WEBS 3-16=-1172/659, 4-12=-1471/970, 13-16=-1284/2672, 3-13=-663/1605, 5-12=-1105/2282, 6-12=-976/721, 6-10=-183/599, 7-10=-303/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 24-4-8, Interior(1) 24-4-8 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at joint 8. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A08 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) T22763934 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-15ixHJzPTuM_dyA?X905UMGA8RyXtIha4kdDYlznAmk Scale = 1:67.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 1017 18 19 20 5x6 5x6 3x6 4x6 4x8 4x6 7x8 3x4 3x4 5x6 2x4 7x10 5x8 6-2-13 6-2-13 11-11-3 5-8-5 19-0-0 7-0-13 28-3-5 9-3-5 38-0-0 9-8-11 -1-4-0 1-4-0 6-2-13 6-2-13 11-11-3 5-8-5 19-0-0 7-0-13 25-2-3 6-2-3 31-4-6 6-2-3 38-0-0 6-7-10 39-4-0 1-4-0 0-4-39-10-30-4-34-7-02-9-96.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-5-7,Edge], [13:0-5-4,0-6-4], [16:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.95 0.96 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.56 -0.98 0.60 (loc) 10-12 10-12 8 l/defl >801 >457 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-7,1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-13,8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 4-12 REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=415(LC 11) Max Uplift 2=-859(LC 12), 8=-859(LC 12) Max Grav 2=1478(LC 1), 8=1476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2582/1479, 3-4=-4347/2425, 4-5=-3036/1683, 5-6=-3020/1686, 6-7=-4184/2334, 7-8=-4491/2556 BOT CHORD 2-16=-1168/2359, 12-13=-1977/4177, 10-12=-1718/3506, 8-10=-2186/4022, 4-13=-173/509 WEBS 3-16=-1157/669, 4-12=-1472/977, 5-12=-1130/2289, 6-12=-948/704, 6-10=-202/620, 7-10=-315/354, 13-16=-1301/2641, 3-13=-704/1634 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 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 859 lb uplift at joint 2 and 859 lb uplift at joint 8. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A09 Truss Type Scissor Qty 4 Ply 1 Job Reference (optional) T22763935 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-VHGJUe_1ECUrE6lB5tXK1ZoLWrIfcmzkIOMm4CznAmj Scale = 1:66.7 1 2 3 4 5 6 7 8 9 14 13 12 11 1015 16 17 18 5x6 5x6 5x6 3x4 5x6 3x4 6x8 3x4 3x4 5x6 5x8 5x8 10-0-11 10-0-11 19-0-0 8-11-5 27-11-5 8-11-5 38-0-0 10-0-11 -1-4-0 1-4-0 6-7-10 6-7-10 13-1-8 6-5-14 19-0-0 5-10-8 24-10-8 5-10-8 31-4-6 6-5-14 38-0-0 6-7-10 39-4-0 1-4-0 0-4-39-10-30-4-34-7-06.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-5-7,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.97 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.62 -1.03 0.69 (loc) 10-12 10-12 8 l/defl >724 >435 n/a L/d 240 180 n/a PLATES MT20 Weight: 181 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-13,8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-8-0, 8=0-8-0 Max Horz 2=-414(LC 10) Max Uplift 2=-860(LC 12), 8=-860(LC 12) Max Grav 2=1475(LC 1), 8=1475(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4480/2561, 3-4=-4144/2300, 4-5=-3004/1696, 5-6=-3004/1686, 6-7=-4144/2309, 7-8=-4480/2570 BOT CHORD 2-14=-2182/4289, 12-14=-1673/3600, 10-12=-1691/3468, 8-10=-2200/4014 WEBS 3-14=-337/391, 4-14=-204/620, 4-12=-915/693, 5-12=-1189/2332, 6-12=-925/692, 6-10=-203/620, 7-10=-356/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 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 860 lb uplift at joint 2 and 860 lb uplift at joint 8. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A10 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) T22763936 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-SgO3vK?HmpkZUQvaCIZo6_uh1fz94fY0mirt84znAmh Scale = 1:67.9 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 5x6 5x6 5x6 3x6 3x4 5x6 3x4 7x8 5x6 4x8 2x4 7x10 5x8 10-0-11 10-0-11 19-0-0 8-11-5 26-10-0 7-10-0 32-1-12 5-3-12 38-0-0 5-10-4 -1-4-0 1-4-0 6-7-10 6-7-10 13-1-8 6-5-14 19-0-0 5-10-8 26-10-0 7-10-0 32-1-12 5-3-12 38-0-0 5-10-4 39-4-0 1-4-0 0-4-39-10-30-4-34-7-02-7-46.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-5-7,Edge], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [10:0-3-8,0-2-0], [13:0-5-8,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.91 0.97 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.55 -0.93 0.60 (loc) 14-16 14-16 8 l/defl >813 >482 n/a L/d 240 180 n/a PLATES MT20 Weight: 196 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP M 31, 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 13-14,2-15: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 6-14 REACTIONS. (size)8=0-8-0, 2=0-8-0 Max Horz 2=-415(LC 10) Max Uplift 8=-859(LC 12), 2=-859(LC 12) Max Grav 8=1478(LC 1), 2=1476(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4487/2557, 3-4=-4147/2294, 4-5=-3017/1702, 5-6=-3049/1663, 6-7=-4469/2515, 7-8=-2587/1480 BOT CHORD 2-16=-2175/4295, 14-16=-1658/3604, 13-14=-2111/4146, 8-10=-1183/2219, 6-13=-143/500 WEBS 3-16=-339/396, 4-16=-207/617, 4-14=-907/678, 5-14=-1115/2279, 6-14=-1576/1076, 7-10=-1103/677, 10-13=-1311/2484, 7-13=-802/1727 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 859 lb uplift at joint 8 and 859 lb uplift at joint 2. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22763937 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-O2WqK01YHR_Hjk3yKibGBPz45SgnYYRJD0K_DzznAmf Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 16 15 17 14 13 12 11 23 24 5x6 5x8 5x6 5x6 3x6 7x10 4x8 3x4 4x6 2x4 7x10 2x4 2x4 2x4 4x4 7x10 2x4 3x6 6-2-13 6-2-13 11-11-3 5-8-5 17-0-0 5-0-13 19-0-0 2-0-0 19-1-1 0-1-1 21-0-0 1-10-15 26-5-13 5-5-13 29-2-12 2-8-15 31-11-11 2-8-15 38-0-0 6-0-5 -1-4-0 1-4-0 6-2-13 6-2-13 11-10-3 5-7-5 11-11-3 0-1-0 17-0-0 5-0-13 19-1-1 2-1-1 21-0-0 1-10-15 26-5-13 5-5-13 31-11-11 5-5-13 38-0-0 6-0-5 39-4-0 1-4-0 0-4-38-10-30-4-35-0-22-9-98-10-36.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-6-0,0-2-8], [6:0-3-0,0-2-0], [8:0-3-0,0-3-0], [12:0-2-8,Edge], [15:0-3-0,0-2-0], [19:0-5-4,0-6-4], [22:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.75 0.96 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 -0.72 0.49 (loc) 17 17 9 l/defl >966 >622 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 19-21 WEBS 1 Row at midpt 12-15 JOINTS 1 Brace at Jt(s): 15 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=-374(LC 10) Max Uplift 2=-858(LC 12), 9=-859(LC 12) Max Grav 2=1480(LC 1), 9=1479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2588/1515, 3-4=-4338/2461, 4-5=-3280/1864, 5-6=-3582/2058, 6-7=-3930/2148, 7-8=-2183/1400, 8-9=-2586/1521 BOT CHORD 2-22=-1183/2346, 18-19=-1948/4071, 16-18=-1231/2964, 15-16=-1222/2950, 11-12=-1218/2215, 9-11=-1217/2218, 4-19=-220/548 WEBS 3-22=-1165/689, 4-18=-1171/781, 5-18=-329/597, 5-15=-447/958, 19-22=-1343/2656, 3-19=-682/1571, 6-15=-704/1498, 7-12=-1303/712, 12-15=-1261/2460, 7-15=-495/1639, 8-12=-447/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 17-0-0, Exterior(2E) 17-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 26-5-13, Interior(1) 26-5-13 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 858 lb uplift at joint 2 and 859 lb uplift at joint 9. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22763938 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-KReali2op2E?y1DLR7ekHq2PeGLv?SmchKp5IrznAmd Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 5x6 5x6 6x8 5x8 3x6 10x16 MT20HS 3x6 4x8 7x8 2x4 2x4 2x4 6x8 2x4 2x4 3x6 6-2-13 6-2-13 11-11-3 5-8-5 15-0-0 3-0-13 19-0-0 4-0-0 19-1-1 0-1-1 23-0-0 3-10-15 30-2-12 7-2-12 38-0-0 7-9-4 -1-4-0 1-4-0 6-2-13 6-2-13 11-11-3 5-8-5 15-0-0 3-0-13 19-1-1 4-1-1 23-0-0 3-10-15 30-2-12 7-2-12 38-0-0 7-9-4 39-4-0 1-4-0 0-4-37-10-30-4-34-7-82-9-97-10-36.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [5:0-3-0,0-2-0], [7:0-6-4,0-2-8], [8:0-4-0,0-3-0], [16:0-8-0,0-3-10], [17:0-2-4,0-3-0], [20:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.81 0.98 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.50 -0.86 0.49 (loc) 15 16-17 9 l/defl >904 >521 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 222 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* 7-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 17-19, 14-16 WEBS 1 Row at midpt 7-13, 8-13 REACTIONS. (size)2=0-8-0, 9=0-8-0 Max Horz 2=333(LC 11) Max Uplift 2=-858(LC 12), 9=-859(LC 12) Max Grav 2=1480(LC 1), 9=1479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2592/1542, 3-4=-4021/2332, 4-5=-4019/2483, 5-6=-4427/2536, 6-7=-4378/2517, 7-8=-1934/1284, 8-9=-2550/1529 BOT CHORD 2-20=-1211/2325, 16-17=-1456/3198, 11-13=-1213/2179, 9-11=-1212/2182, 4-17=-288/315 WEBS 3-20=-1046/647, 5-16=-780/1610, 7-13=-1672/754, 8-13=-722/515, 8-11=0/330, 17-20=-1337/2571, 3-17=-556/1308, 5-17=-632/941, 13-16=-1203/2617, 7-16=-1646/3534 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 15-0-0, Exterior(2R) 15-0-0 to 20-4-8, Interior(1) 20-4-8 to 23-0-0, Exterior(2R) 23-0-0 to 28-4-8, Interior(1) 28-4-8 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 859 lb uplift at joint 9. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss A13 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T22763939 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-odByy23QaMMsaBnX?r9zp2bZ?gl5kwbmv_ZeqIznAmc Scale = 1:70.0 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 5x6 5x6 6x8 7x14 MT20HS 5x6 3x6 3x6 4x8 6x8 2x4 4x6 2x4 8x10 4x6 4x6 3x4 10x16 MT20HS 3x6 6x8 6-2-13 6-2-13 11-11-3 5-8-5 15-6-0 3-6-13 18-0-1 2-6-0 19-0-0 0-11-15 19-1-1 0-1-1 25-0-0 5-10-15 31-2-12 6-2-12 38-0-0 6-9-4 -1-4-0 1-4-0 6-2-13 6-2-13 11-10-3 5-7-5 11-11-3 0-1-0 15-6-0 3-6-13 18-0-1 2-6-0 19-1-1 1-1-0 25-0-0 5-10-15 31-2-12 6-2-12 38-0-0 6-9-4 39-4-0 1-4-0 0-4-36-10-38-1-30-4-34-7-82-9-96-10-36.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [7:0-2-12,0-1-8], [8:0-11-8,0-2-4], [9:0-3-0,0-3-0], [17:0-9-0,0-6-4], [20:0-6-0,0-6-12], [23:0-3-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.73 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.90 -1.39 0.84 (loc) 16 16 10 l/defl >499 >321 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 234 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.3, 6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 17-20: 2x6 SP M 26, 7-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 8-17: 2x4 SP No.1, 5-19: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-13 oc bracing. Except: 10-0-0 oc bracing: 20-22, 15-17 WEBS 1 Row at midpt 20-23, 14-17, 8-17, 6-19 REACTIONS. (size)2=0-8-0, 10=0-8-0 Max Horz 2=-343(LC 10) Max Uplift 2=-858(LC 12), 10=-859(LC 12) Max Grav 2=1480(LC 1), 10=1479(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2591/1575, 3-4=-4575/2718, 4-5=-3562/2159, 5-6=-3522/2179, 6-7=-6073/3573, 7-8=-7763/4503, 8-9=-2071/1413, 9-10=-2576/1572 BOT CHORD 2-23=-1251/2317, 19-20=-2154/4144, 18-19=-3160/6151, 17-18=-4200/8091, 12-14=-1238/2205, 10-12=-1237/2208, 4-20=-345/739, 7-17=-1313/2718 WEBS 3-23=-1196/754, 8-14=-1148/608, 9-14=-583/431, 9-12=0/277, 20-23=-1414/2607, 3-20=-870/1802, 6-18=-690/1322, 14-17=-1110/2244, 8-17=-3309/6243, 7-18=-3094/1665, 5-19=-1724/2932, 6-19=-4209/2376, 4-19=-1111/742 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 2-4-13, Interior(1) 2-4-13 to 15-6-0, Exterior(2E) 15-6-0 to 18-0-1, Interior(1) 18-0-1 to 25-0-0, Exterior(2R) 25-0-0 to 28-9-10, Interior(1) 28-9-10 to 39-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 859 lb uplift at joint 10. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss B01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T22763940 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-GqlKAO42LfUjCLMjZYgCMF8kq43aTXVv8eIBMkznAmb Scale = 1:33.5 1 2 3 4 5 8 7 6 9 10 11 12 13 4x8 4x6 4x4 4x4 2x4 3x4 5x6 Special Special Special Special Special Special Special Special 3-9-4 3-9-4 7-0-0 3-2-12 12-4-0 5-4-0 15-6-12 3-2-12 18-11-8 3-4-12 -1-4-0 1-4-0 3-9-4 3-9-4 7-0-0 3-2-12 12-4-0 5-4-0 15-6-12 3-2-12 18-11-8 3-4-12 0-4-33-10-30-6-73-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-5-4,0-2-0], [4:0-3-8,0-2-0], [5:Edge,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.78 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.17 0.07 (loc) 6-8 6-8 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. REACTIONS. (size)2=0-8-0, 5=0-3-8 Max Horz 2=150(LC 24) Max Uplift 2=-1172(LC 8), 5=-1054(LC 8) Max Grav 2=1532(LC 1), 5=1449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2665/1957, 3-4=-2304/1844, 4-5=-2653/1982 BOT CHORD 2-8=-1619/2280, 6-8=-1634/2308, 5-6=-1638/2276 WEBS 3-8=-369/667, 4-6=-415/726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 1172 lb uplift at joint 2 and 1054 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down and 203 lb up at 7-0-0, 163 lb down and 195 lb up at 9-0-12, and 163 lb down and 195 lb up at 10-3-4, and 163 lb down and 203 lb up at 12-4-0 on top chord, and 482 lb down and 455 lb up at 7-0-0, 92 lb down at 9-0-12, and 92 lb down at 10-3-4, and 497 lb down and 490 lb up at 12-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 2-5=-20 Continued on page 2 February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss B01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T22763940 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:40 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-GqlKAO42LfUjCLMjZYgCMF8kq43aTXVv8eIBMkznAmb LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-112(B) 4=-112(B) 8=-482(B) 6=-497(B) 9=-112(B) 10=-112(B) 12=-46(B) 13=-46(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 2566355(CAYMANB1-156~) Truss B02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T22763941 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-k0JjNj5g6zcapVxw7GBRuTg0BTQVC0m2NI2luAznAma Scale = 1:33.6 1 2 3 4 5 6 7 10 9 8 11 12 4x4 4x4 3x4 3x4 3x4 2x4 3x4 2x4 4x4 3x10 9-0-0 9-0-0 10-4-0 1-4-0 18-11-8 8-7-8 -1-4-0 1-4-0 4-9-4 4-9-4 9-0-0 4-2-12 10-4-0 1-4-0 14-6-12 4-2-12 18-11-8 4-4-12 0-4-34-10-30-6-74-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [7:0-0-0,0-1-12], [7:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.73 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.31 0.03 (loc) 2-10 2-10 7 l/defl >999 >704 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. REACTIONS. (size)2=0-8-0, 7=0-3-8 Max Horz 2=187(LC 11) Max Uplift 2=-497(LC 12), 7=-355(LC 12) Max Grav 2=782(LC 1), 7=679(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1109/812, 3-4=-857/622, 4-5=-720/629, 5-6=-858/646, 6-7=-1090/807 BOT CHORD 2-10=-654/953, 9-10=-340/720, 7-9=-620/922 WEBS 3-10=-302/357, 4-10=-112/252, 6-9=-293/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 9-0-0, Exterior(2E) 9-0-0 to 10-4-0, Exterior(2R) 10-4-0 to 14-8-11, Interior(1) 14-8-11 to 18-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 497 lb uplift at joint 2 and 355 lb uplift at joint 7. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss B03 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T22763942 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-DCt5b35JtHkQRfW6gzigRgDBStj5xTKCbxnIRcznAmZ Scale = 1:35.5 1 2 3 4 5 6 8 7 9 10 11 12 4x4 3x4 3x4 3x8 2x4 2x4 4x4 3x10 9-8-0 9-8-0 18-11-8 9-3-8 -1-4-0 1-4-0 5-2-13 5-2-13 9-8-0 4-5-3 14-1-3 4-5-3 18-11-8 4-10-5 0-4-35-2-30-6-76.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-0-0,0-1-12], [6:0-2-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.90 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.33 0.03 (loc) 2-8 2-8 6 l/defl >999 >664 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. REACTIONS. (size)2=0-8-0, 6=0-3-8 Max Horz 2=199(LC 11) Max Uplift 2=-497(LC 12), 6=-355(LC 12) Max Grav 2=782(LC 1), 6=679(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1097/898, 3-4=-831/688, 4-5=-832/706, 5-6=-1078/904 BOT CHORD 2-8=-706/942, 6-8=-693/910 WEBS 4-8=-339/502, 5-8=-309/415, 3-8=-317/413 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 9-8-0, Exterior(2R) 9-8-0 to 12-8-0, Interior(1) 12-8-0 to 18-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 497 lb uplift at joint 2 and 355 lb uplift at joint 6. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss C01 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T22763943 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-hPRToP6xeasH3o5IEhDv_ulG_H8lgncLqbXrz3znAmY Scale = 1:25.9 1 2 3 4 6 5 7 8 9 10 2x4 6x8 3x4 3x6 4x8 Special Special Special Special Special Special 3-9-4 3-9-4 7-0-0 3-2-12 11-11-8 4-11-8 -1-4-0 1-4-0 3-9-4 3-9-4 7-0-0 3-2-12 11-11-8 4-11-8 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.62 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.11 -0.02 (loc) 5-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 57 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 4-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. REACTIONS. (size)5=0-3-8, 2=0-8-0 Max Horz 2=245(LC 8) Max Uplift 5=-879(LC 8), 2=-645(LC 8) Max Grav 5=1054(LC 25), 2=822(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1164/846 BOT CHORD 2-6=-826/963, 5-6=-852/997 WEBS 3-6=-631/838, 3-5=-1195/1021 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 879 lb uplift at joint 5 and 645 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 127 lb up at 7-0-0, and 109 lb down and 119 lb up at 9-0-12, and 107 lb down and 119 lb up at 10-10-12 on top chord, and 573 lb down and 628 lb up at 7-0-0, and 141 lb down and 104 lb up at 9-0-12, and 142 lb down and 103 lb up at 10-10-12 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=-54, 3-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 6=-573(F) 3=-29(F) 7=-29(F) 8=-31(F) 9=-133(F) 10=-134(F) February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss C02 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22763944 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-9b?r?l7ZPu_8gygVoOk8W5IXDhTZPM4V3FGPVVznAmX Scale = 1:29.3 1 2 3 4 5 7 6 8 2x4 6x8 3x4 3x4 2x4 4x8 9-0-0 9-0-0 11-11-8 2-11-8 -1-4-0 1-4-0 4-9-4 4-9-4 9-0-0 4-2-12 11-11-8 2-11-8 0-4-34-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-12,Edge], [4:0-5-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.64 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.31 -0.01 (loc) 2-7 2-7 6 l/defl >887 >440 n/a L/d 240 180 n/a PLATES MT20 Weight: 67 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 7-3-0 oc bracing. REACTIONS. (size)6=0-3-8, 2=0-8-0 Max Horz 2=298(LC 12) Max Uplift 6=-262(LC 12), 2=-315(LC 12) Max Grav 6=420(LC 17), 2=525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-576/426, 3-4=-309/175 BOT CHORD 2-7=-658/524, 6-7=-251/244 WEBS 3-7=-328/464, 4-7=-155/395, 4-6=-463/469 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 9-0-0, Exterior(2E) 9-0-0 to 11-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 6 and 315 lb uplift at joint 2. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss C03 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T22763945 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-dnZDD58BAC7?I6FhM5GN3JrhY5tp8mfeIv0y1xznAmW Scale = 1:36.4 1 2 3 4 5 8 7 6 9 10 4x4 3x4 3x4 3x4 3x4 2x4 6x8 5-9-4 5-9-4 11-0-0 5-2-12 11-11-8 0-11-8 -1-4-0 1-4-0 5-9-4 5-9-4 11-0-0 5-2-12 11-11-8 0-11-8 0-4-35-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [7:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.39 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.08 -0.10 0.01 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 68 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 7-1-5 oc bracing. REACTIONS. (size)6=0-3-8, 2=0-8-0 Max Horz 2=352(LC 12) Max Uplift 6=-286(LC 12), 2=-292(LC 12) Max Grav 6=448(LC 17), 2=525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-617/256 BOT CHORD 2-8=-559/546, 7-8=-559/546 WEBS 3-8=-17/273, 3-7=-586/590 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 11-0-0, Exterior(2E) 11-0-0 to 11-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 6 and 292 lb uplift at joint 2. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss C04 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T22763946 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-dnZDD58BAC7?I6FhM5GN3Jrfy5uF8mKeIv0y1xznAmW Scale = 1:37.1 1 2 3 4 6 5 7 8 2x4 6x8 3x4 3x4 2x4 6-3-12 6-3-12 11-11-8 5-7-12 -1-4-0 1-4-0 6-3-12 6-3-12 11-11-8 5-7-12 0-4-36-3-156.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.36 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 -0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 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 7-8-5 oc bracing. REACTIONS. (size)5=0-3-8, 2=0-8-0 Max Horz 2=373(LC 12) Max Uplift 5=-296(LC 12), 2=-281(LC 12) Max Grav 5=460(LC 17), 2=525(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/217 BOT CHORD 2-6=-569/501, 5-6=-569/501 WEBS 3-6=0/271, 3-5=-570/644 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 11-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 lb uplift at joint 5 and 281 lb uplift at joint 2. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss CJ1 Truss Type Corner Jack Qty 10 Ply 1 Job Reference (optional) T22763947 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-5z6cQR8pxVFswGqtvpncbWNu3UJztJJnWZlWaOznAmV Scale = 1:7.8 1 2 3 4 4x4 1-0-0 1-0-0 -1-4-0 1-4-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.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=83(LC 12) Max Uplift 3=-38(LC 1), 2=-223(LC 12) Max Grav 3=76(LC 12), 2=176(LC 1), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 223 lb uplift at joint 2. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss CJ3 Truss Type Corner Jack Qty 9 Ply 1 Job Reference (optional) T22763948 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-ZAg_en9RipNjYQP3TWIr8kw2Iud9clYxlDV36qznAmU Scale = 1:12.8 1 2 5 3 4 3x4 3-0-0 3-0-0 -1-4-0 1-4-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.37 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.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=135(LC 12) Max Uplift 3=-43(LC 9), 2=-204(LC 12) Max Grav 3=52(LC 17), 2=221(LC 1), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 204 lb uplift at joint 2. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss CJ3A Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T22763949 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-1MEMr7A3T7Va9azG1Ep4hxTFaIzZLCo4_tEceGznAmT Scale = 1:12.1 1 2 3 3x4 3x8 2-7-8 2-7-8 2-7-8 2-7-8 0-6-71-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-0], [1:0-1-12,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-3-8 Max Horz 1=81(LC 12) Max Uplift 2=-80(LC 12), 1=-22(LC 12) Max Grav 2=76(LC 17), 3=48(LC 3), 1=89(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 2 and 22 lb uplift at joint 1. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss CJ4A Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T22763950 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-VYok3TBiEQdRnjYSbxKJD9?IFiH44f2EDX_AAiznAmS Scale = 1:17.1 1 4 2 3 3x4 3x8 4-7-8 4-7-8 4-7-8 4-7-8 0-6-72-10-32-5-82-10-36.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-1-0], [1:0-1-12,0-7-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.72 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.05 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-3-8 Max Horz 1=134(LC 12) Max Uplift 2=-138(LC 12), 1=-48(LC 12) Max Grav 2=137(LC 17), 3=88(LC 3), 1=163(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-6-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 138 lb uplift at joint 2 and 48 lb uplift at joint 1. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss CJ5 Truss Type Corner Jack Qty 9 Ply 1 Job Reference (optional) T22763951 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-_lM6GoCK_klIPt7e8frYmMYU26czp6INRBjjj9znAmR Scale = 1:18.2 1 2 5 6 3 4 3x4 5-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 0-4-32-10-32-5-82-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.65 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.05 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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=189(LC 12) Max Uplift 3=-113(LC 12), 2=-209(LC 12) Max Grav 3=125(LC 17), 2=281(LC 1), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 3 and 209 lb uplift at joint 2. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss E01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22763952 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-SxwVT8Cyl2t901iriMNnIa5hxVyzYXTXgrTHFbznAmQ Scale = 1:31.2 1 2 3 4 5 6 7 11 10 9 8 23 24 4x4 3x4 3x4 6x8 6x8 3x4 3x4 1-0-0 1-0-0 1-2-0 0-2-0 7-10-0 6-8-0 8-0-0 0-2-0 9-0-0 1-0-0 -1-4-0 1-4-0 1-2-0 1-2-0 4-6-0 3-4-0 7-10-0 3-4-0 9-0-0 1-2-0 10-4-0 1-4-0 2-6-34-9-32-6-36.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-12], [5:0-0-0,0-0-0], [6:0-0-0,0-0-0], [9:0-3-8,0-3-0], [10:0-3-8,0-3-0], [20:0-1-15,0-1-0], [20:0-1-15,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.28 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 84 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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. (size)10=0-4-0, 9=0-4-0 Max Horz 10=109(LC 11) Max Uplift 10=-284(LC 12), 9=-284(LC 12) Max Grav 10=406(LC 1), 9=406(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-165/446, 5-9=-165/450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-6-0, Exterior(2R) 4-6-0 to 7-6-0, Interior(1) 7-6-0 to 10-4-13 zone;C-C for members and forces & MWFRS for reactions shown; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) 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 284 lb uplift at joint 10 and 284 lb uplift at joint 9. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss E02 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T22763953 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-w7UthUDaWL?0eBH1G4u0rndshvICH_jgvVCqn1znAmP Scale = 1:31.2 1 2 3 4 5 6 7 11 10 9 8 12 13 4x4 3x4 3x4 2x4 6x8 6x8 2x4 3x4 3x4 1-0-0 1-0-0 1-2-0 0-2-0 7-10-0 6-8-0 8-0-0 0-2-0 9-0-0 1-0-0 -1-4-0 1-4-0 1-2-0 1-2-0 4-6-0 3-4-0 7-10-0 3-4-0 9-0-0 1-2-0 10-4-0 1-4-0 2-6-34-9-32-6-36.00 12 Plate Offsets (X,Y)-- [5:0-0-0,0-0-0], [6:0-0-0,0-0-0], [9:0-3-8,0-3-0], [10:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.52 0.28 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP 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)10=0-4-0, 9=0-4-0 Max Horz 10=109(LC 11) Max Uplift 10=-284(LC 12), 9=-284(LC 12) Max Grav 10=406(LC 1), 9=406(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-165/446, 5-9=-165/450 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 4-6-0, Exterior(2R) 4-6-0 to 7-6-0, Interior(1) 7-6-0 to 10-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 284 lb uplift at joint 10 and 284 lb uplift at joint 9. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss E03 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T22763954 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-OK2FuqECHf7tGLsDqnPFN?A2lJfR0S7p79yNJUznAmO Scale = 1:31.5 1 2 3 6 5 4 7 8 9 102x4 2x4 2x4 3x4 5x8 3x4 0-4-0 0-4-0 3-10-0 3-6-0 7-4-0 3-6-0 7-8-0 0-4-0 3-10-0 3-10-0 7-8-0 3-10-0 2-10-34-9-32-10-36.00 12 Plate Offsets (X,Y)-- [3:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.15 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 54 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 10-0-0 oc bracing. REACTIONS. (size)6=0-4-0, 4=0-4-0 Max Horz 6=68(LC 11) Max Uplift 6=-145(LC 12), 4=-145(LC 12) Max Grav 6=273(LC 1), 4=273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-126/263, 3-4=-126/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-10-0, Exterior(2R) 3-10-0 to 6-10-0, Interior(1) 6-10-0 to 7-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 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 145 lb uplift at joint 6 and 145 lb uplift at joint 4. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss EJ7 Truss Type Jack-Open Qty 14 Ply 1 Job Reference (optional) T22763955 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-OK2FuqECHf7tGLsDqnPFN?A2WJZr0T1p79yNJUznAmO Scale = 1:23.4 1 2 5 6 3 43x4 7-0-0 7-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 0-4-33-10-30-4-113-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.23 -0.00 (loc) 2-4 2-4 3 l/defl >695 >347 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=242(LC 12) Max Uplift 3=-180(LC 12), 2=-226(LC 12) Max Grav 3=192(LC 17), 2=350(LC 1), 4=132(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior(1) 1-7-3 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 180 lb uplift at joint 3 and 226 lb uplift at joint 2. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss EJ7A Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T22763956 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-sWbd6AFq2zFjtVRQNUwUwCj7qjsllwHzMphxswznAmN Scale = 1:23.4 1 2 3 8 7 6 9 4 5 2x4 10x16 MT20HS 3x6 2-8-0 2-8-0 7-0-0 4-4-0 -1-4-0 1-4-0 2-8-0 2-8-0 7-0-0 4-4-0 0-4-33-10-30-4-113-5-83-2-30-8-06.00 12 Plate Offsets (X,Y)-- [3:0-8-8,0-2-12], [3:0-2-14,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.86 0.72 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.22 0.06 (loc) 5-6 5-6 5 l/defl >401 >362 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 27 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=242(LC 12) Max Uplift 4=-141(LC 12), 2=-221(LC 12), 5=-17(LC 12) Max Grav 4=164(LC 17), 2=370(LC 1), 5=130(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-400/239 BOT CHORD 2-8=-516/467, 3-6=-467/516 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-13 to 1-4-0, Interior(1) 1-4-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4, 221 lb uplift at joint 2 and 17 lb uplift at joint 5. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Job Reference (optional) T22763957 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-Ki9?JWFSpGNaVe0cxCRjTQFOY7NeUNX6bTRUOMznAmM Scale = 1:10.3 1 2 3 4 2x4 2x4 3x4 -1-4-0 1-4-0 2-0-0 2-0-0 0-4-31-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=2-0-0, 2=2-0-0 Max Horz 2=106(LC 12) Max Uplift 4=-19(LC 9), 2=-174(LC 12) Max Grav 4=48(LC 17), 2=173(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 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 19 lb uplift at joint 4 and 174 lb uplift at joint 2. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T22763958 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-ovjOXsG5aaVR7oboVvyy?doafWZaDkUGq7A1woznAmL Scale = 1:22.9 1 2 3 7 6 5 4 8 9 10 3x4 3x4 2x4 3x4 Special Special Special Special Special Special 5-1-9 5-1-9 9-10-1 4-8-7 -1-10-10 1-10-10 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-140-4-43-5-113-9-144.24 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.70 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.09 -0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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 6-7-7 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=240(LC 24) Max Uplift 4=-101(LC 8), 2=-496(LC 8), 6=-309(LC 8) Max Grav 4=104(LC 1), 2=593(LC 28), 6=412(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-847/520 BOT CHORD 2-7=-610/770, 6-7=-610/770 WEBS 3-7=-244/350, 3-6=-831/659 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 4, 496 lb uplift at joint 2 and 309 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 66 lb up at 1-4-15, 81 lb down and 66 lb up at 1-4-15, 46 lb down and 49 lb up at 4-2-15, 46 lb down and 49 lb up at 4-2-15, and 108 lb down and 129 lb up at 7-0-14, and 108 lb down and 129 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=76(F=38, B=38) 9=-58(F=-29, B=-29) 10=-194(F=-97, B=-97) February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss HJ7A Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T22763959 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-G5HmkCHjLudIkyA_3dTBYrLlPwuSyBXP2nwbTFznAmK Scale = 1:22.9 1 2 3 7 6 5 4 8 9 10 3x4 3x4 2x4 3x4 Special Special Special Special Special Special 5-1-9 5-1-9 9-10-1 4-8-7 -1-10-10 1-10-10 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-140-4-43-5-113-9-144.24 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.39 0.72 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.10 -0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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 6-2-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=240(LC 24) Max Uplift 4=-101(LC 8), 2=-526(LC 8), 6=-344(LC 8) Max Grav 4=104(LC 1), 2=604(LC 28), 6=423(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-872/595 BOT CHORD 2-7=-681/793, 6-7=-681/793 WEBS 3-7=-300/368, 3-6=-856/735 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 4, 526 lb uplift at joint 2 and 344 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 lb down and 66 lb up at 1-4-15, 81 lb down and 66 lb up at 1-4-15, 55 lb down and 90 lb up at 4-2-15, 46 lb down and 49 lb up at 4-2-15, and 111 lb down and 157 lb up at 7-0-14, and 108 lb down and 129 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=76(F=38, B=38) 9=-77(F=-29, B=-48) 10=-204(F=-97, B=-107) February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T22763960 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-lHr8xXIL6Bl9M6kBcK?Q42tx_KMkhkHYHRf8?hznAmJ Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-8, 3=3-11-8 Max Horz 1=87(LC 12) Max Uplift 1=-41(LC 12), 3=-85(LC 12) Max Grav 1=120(LC 17), 3=131(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 41 lb uplift at joint 1 and 85 lb uplift at joint 3. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss V2 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22763961 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-DUPW9tJztVt0_GJNA2WfdGQ7EkiqQ9GiW5PiX7znAmI Scale = 1:18.9 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 6-0-0 6-0-0 0-0-43-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.15 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 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 10-0-0 oc bracing. REACTIONS. (size)1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=140(LC 12) Max Uplift 1=-2(LC 12), 4=-19(LC 12), 5=-184(LC 12) Max Grav 1=102(LC 1), 4=29(LC 17), 5=283(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-260/117 WEBS 2-5=-259/485 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 5-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 2 lb uplift at joint 1, 19 lb uplift at joint 4 and 184 lb uplift at joint 5. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss V3 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22763962 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:04:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-DUPW9tJztVt0_GJNA2WfdGQ6VkhgQ97iW5PiX7znAmI Scale = 1:24.5 1 2 3 5 4 6 2x4 2x4 2x4 2x4 2x4 8-0-0 8-0-0 0-0-44-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.22 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 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 10-0-0 oc bracing. REACTIONS. (size)1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=194(LC 12) Max Uplift 4=-79(LC 12), 5=-239(LC 12) Max Grav 1=89(LC 1), 4=122(LC 17), 5=367(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/157 WEBS 2-5=-304/517 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 7-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 79 lb uplift at joint 4 and 239 lb uplift at joint 5. February 8,2021 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2566355(CAYMANB1-156~) Truss V4 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T22763963 8.430 s Nov 30 2020 MiTek Industries, Inc. Mon Feb 8 14:05:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7c7UlVp0OuIjEQApl0t68lyOFsq-hgzuMDJbep0tbQuZkl1uATzIU71N9dvrkl8F3aznAmH Scale = 1:30.1 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-8-0 9-8-0 0-0-44-10-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.19 0.12 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: 43 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 9-8-0. (lb) - Max Horz 1=239(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5 except 7=-224(LC 12), 6=-171(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=344(LC 17), 6=267(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-386/178 WEBS 2-7=-261/403, 3-6=-206/397 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 9-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=224, 6=171. February 8,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths