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HomeMy WebLinkAboutT21086909.76951Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 76951 - BELAND MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: MICHAEL DIFRANCESCO Project Name: BELAND RESIDENCE Jar, FL 33610-4115 Lot/Block: Subdivision: Address: 7964 PLANTATION LAKES DRIVE City: PORT ST LUCIE State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 87 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T21086909 A 8/21/20 15 T21086923 D8 8/21/20 2 T21086910 Al 8/21/20 16 T21086924 D9 8/21/20 3 T21086911 A2 8/21/20 17 T21086925 F 8/21/20 4 T21086912 A3 8/21/20 18 T21086926 F 1 8/21/20 5 T21086913 A4 8/21/20 19 T21086927 F2 8/21/20 6 T21086914 ATA 8/21/20 20 T21086928 F3 8/21/20 7 T21086915 D 8/21/20 21 T21086929 F4 8/21/20 8 T21086916 D1 8/21/20 22 T21086930 F5 8/21/20 9 T21086917 D2 8/21/20 23 T21086931 F6 8/21/20 10 T21086918 D3 8/21/20 24 T21086932 F7 8/21/20 11 T21086919 D4 8/21/20 25 T21086933 G 8/21/20 12 T21086920 D5 8/21/20 26 T21086934 G 1 8/21/20 13 T21086921 D6 8/21/20 27 T21086935 G2 8/21/20 14 T21086922 D7 8/21/20 28 T21086936 G3 8/21/20 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2021. 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. DENS. No 34869 STATE OF : 411 ;O N A� 00 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Lee, Julius August 21,2020 1 of 2 MiTek :�:Illllr�:���a�a�_vl•� Site Information: MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: MICHAEL DIFRANCESCO Project Name: BELAND RESIDENCE Model: Lot/Block: Subdivision: Address: 7964 PLANTATION LAKES DRIVE City: PORT ST LUCIE State: FL No. Seal# Truss Name Date 29 T21086937 G4 8/21/20 30 T21086938 G5 8/21/20 31 T21086939 G6 8/21/20 32 T21086940 G7 8/21/20 33 T21086941 GRA 8/21/20 34 T21086942 GRB 8/21/20 35 T21086943 GRC 8/21/20 36 T21086944 GRID 8/21/20 37 T21086945 GRE 8/21/20 38 T21086946 GRF 8/21/20 39 T21086947 GRG 8/21/20 40 T21086948 GRK 8/21/20 41 T21086949 GRL 8/21/20 42 T21086950 GRM 8/21/20 43 T21086951 GRN 8/21/20 44 T21086952 GRO 8/21/20 45 T21086953 GRP 8/21/20 46 T21086954 HV4 8/21/20 47 T21086955 HV8 8/21/20 48 T21086956 HV12 8/21/20 49 T21086957 J 1 8/21/20 50 T21086958 J2 8/21/20 51 T21086959 J3 8/21/20 52 T21086960 J5 8/21/20 53 T21086961 J5B 8/21/20 54 T21086962 J5C 8/21/20 55 T21086963 J51D 8/21/20 56 T21086964 JA 8/21/20 57 T21086965 JA1 8/21/20 58 T21086966 JA2 8/21/20 59 T21086967 JA5 8/21/20 60 T21086968 J B 8/21/20 61 T21086969 JB5 8/21/20 62 T21086970 JC3 8/21/20 63 T21086971 JC5 8/21/20 64 T21086972 JD 8/21/20 65 T21086973 JP3 8/21/20 66 T21086974 J U 8/21/20 67 T21086975 K 8/21/20 68 T21086976 KJ2 8/21/20 69 T21086977 KJ5 8/21/20 70 T21086978 KJ5C 8/21/20 71 T21086979 KJA 8/21/20 72 T21086980 KJC 8/21/20 73 T21086981 MV2 8/21/20 74 T21086982 MV4 8/21/20 75 T21086983 MV6 8/21/20 76 T21086984 MV8 8/21/20 77 T21086985 MV9 8/21/20 78 T21086986 MV10 8/21/20 79 T21086987 P 8/21/20 80 T21086988 P1 8/21/20 81 T21086989 P2 8/21/20 82 T21086990 PBA 8/21/20 83 T21086991 PBB 8/21/20 84 T21086992 PBC 8/21/20 85 T21086993 PBD 8/21/20 No. Seal# Truss Name Date 86 T21086994 PBE 8/21/20 87 T21086995 V4 8/21/20 2 of 2 Job Truss Truss Type Qty Ply BELAND T21086909 76951 A HIP 1 1 Job Reference (optional) Chambers Truss, Inc., t-orc coerce, FL 8.330 s dui 22 zuzu MI I ek Industries, Inc. Fri Aug 2i 08:50:04 zuzu rage l ID:HvXI BCCVKC?5TDROaVGNYBymOmh-IR7tcmeVTj I2gDQYed HKoB7r4UBOoNH62iMZmKylgbn 2-10-0 5-6-13 9-6-0 15-1-0 20-8-0 24-7-3 27-4-0 30-2-0 2-10-0 2-8-13 3-11-3 5-7-0 5-7-0 3-11-3 2-8-13 2-10-0 Scale = 1:51.0 4x8 = 2x3 11 4x8 = 3 20 21 4 22 23 5 q 0 7 12 11 10 9 8 3x4 = 3x6 II 3x4 = 5x8 3x4 = 3x6 II 3x4 = Iv 0 2-6-0 2- 0 0 9-6-0 15-1-0 20-8-0 27-4-0 27 8030-2-0 2-6-0 O 6-8-0 5-7-0 5-7-0 6-8-0 0-4- 2-6-0 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0],[5:0-5-8,0-2-0],[10:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.04 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.08 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.04 10 >999 240 Weight: 165 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=229(LC 11) Max Uplift 12=-765(LC 12), 8=-635(LC 12) Max Grav 12=1358(LC 1), 8=1358(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1204/665, 3-4=-1241/832, 4-5=-1241/832, 5-6=-1204/665 BOT CHORD 11 -1 2=-232/299, 10-11=-330/981, 9-10=-320/924 WEBS 2-11=-536/968, 3-10=-240/421, 4-10=-432/350, 5-10=-240/421, 6-9=-536/968, 2-12=-1329/947, 6-8=-1329/947 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 9-6-0, Exterior(2) 9-6-0 to 13-9-3, Interior(1) 13-9-3 to 20-8-0, Exterior(2) 20-8-0 to 24-11-3, Interior(1) 24-11-3 to 30-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf 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. This Item has been 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 765 lb uplift at joint 12 and 635 lb uplift electronically signed and at joint 8. sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086910 76951 Al Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:06 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-hgEdOSgm?KYmvWaxm2JotcC9JHrdGCLPVOsggDylgbl 2-10-0 , 6-10-12 , 11-6-0 18-8-0 23-3-4 27 4-0 , 30-2-0 2-10-0 4-0-12 4-7-4 7-2-0 4-7-4 4-0-12 2-10-0 4x8 = 21 22 4x5 = Scale = 1:51.5 3x4 = 6x8 = 3x4 = 3x6 = 3x8 = 6x8 = 3x4 = 2-6-0 2- 0 0 11-6-0 18-8-0 27-4-0 27 8 0 30-2-0 2-6-0 0-4- 8-8-0 7-2-0 8-8-0 0-4- 2-6-0 Plate Offsets (X,Y)--[4:0-5-8,0-2-0],[5:0-3-0,0-2-0],[9:0-3-8,0-3-0],[13:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.10 12-13 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.21 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.04 10-12 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 13=0-8-0, 9=0-8-0 Max Horz 13=277(LC 11) Max Uplift 13=-765(LC 12), 9=-635(LC 12) Max Grav 13=1358(LC 1), 9=1358(LC 1) PLATES GRIP MT20 244/190 Weight: 167 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-316/151, 3-4=-1237/705, 4-5=-1118/700, 5-6=-1237/705, 7-8=-316/152 BOT CHORD 1-1 3=-1 28/308, 12-13=-340/1020, 10-12=-283/1033, 9-10=-329/826, 8-9=-128/308 WEBS 2-13=-370/315, 3-13=-1311/865, 7-9=-370/315, 6-9=-1311/865 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 11-6-0, Exterior(2) 11-6-0 to 15-9-3, Interior(1) 15-9-3 to 18-8-0, Exterior(2) 18-8-0 to 22-11-3, Interior(1) 22-11-3 to 30-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 765 lb uplift at joint 13 and 635 lb uplift at joint 9. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086911 76951 A2 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:07 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-9OoOEohOlegdXg87Jlg1 PpIM9hDe?kNZkgbDNfylgbk 2-10-0 6-11-13 7-11-9, 13-6-0 16-8-0 , 22-2-7 $3-2-3, 27-4-0 30-2-0 2-10-0 4-1-13 0-11-1 5-6-7 3-2-0 5-6-7 0-11-1 4-1-13 2-10-0 4x4 — 4x4 — Scale = 1:52.8 15 14 13 '- 11 10 9 3x4 — 3x6 3x4 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 3x4 = 2-6-0 2- 0 0 7-11-9 13-6-0 16-8-0 22-2-7 27-4-0 2780 30-2-0 2-6-0 0-4- 5-1-9 5-6-7 3-2-0 5-6-7 5-1-9 0-4- 2-6-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SIP M 30 BOT CHORD 2x4 SIP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 9=0-8-0 Max Horz 15=-325(LC 10) Max Uplift 15=-765(LC 12), 9=-635(LC 12) Max Grav 15=1358(LC 1), 9=1357(LC 1) CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.26 Vert(LL) -0.13 13-14 >999 240 MT20 244/190 BC 0.24 Vert(CT) -0.17 13-14 >999 180 WB 0.41 Horz(CT) 0.02 9 n/a n/a Matrix -MS Weight: 173 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/203, 2-3=-1339/604, 3-4=-1265/691, 4-5=-1140/675, 5-6=-1265/691, 6-7=-1339/604, 7-8=-274/203 BOT CHORD 1-1 5=-1 37/270, 14-15=-332/295, 13-14=-346/1136, 11-13=-188/910, 10-11=-335/948, 9-10=-137/270, 8-9=-137/270 WEBS 3-14=-255/250, 3-13=-363/206, 4-13=-106/317, 5-11=-109/317, 6-11=-363/218, 6-10=-255/250, 2-15=-1452/868, 2-14=-612/1143, 7-9=-1452/868, 7-10=-612/1143 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 13-6-0, Exterior(2) 13-6-0 to 20-11-3, Interior(1) 20-11-3 to 30-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 765 lb uplift at joint 15 and 635 lb uplift at joint 9. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANS17TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086912 76951 A3 Common 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:08 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-dCMOR8hOWyoU9gjKtTLGy1 HVv5WFk9ciyKLnv5ylgbj 2-6-0 6-5-0 12-7-0 18-9-0 25-2-0 2-6-0 6-5-0 6-2-0 6-2-0 6-5-0 4x5 11 4x5 = Scale = 1:50.5 8-5-11 16-8-5 25-2-0 8-5-11 8-2-11 8-5-11 Plate Offsets (X,Y)-- [2:Edge,0-0-14], [7:0-0-0,0-0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.18 8-10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.27 8-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) -0.09 10-16 >999 240 Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=347(LC 11) Max Uplift 7=-523(LC 12), 2=-745(LC 12) Max Grav 7=1130(LC 18), 2=1316(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2119/892, 4-5=-2043/929, 5-6=-2029/971, 6-7=-2105/934 BOT CHORD 2-10=-648/1697, 8-10=-288/1027, 7-8=-673/1681 WEBS 5-8=-384/855, 6-8=-646/424, 5-10=-339/869, 4-10=-656/408 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-6-0 to 0-3-0, Interior(1) 0-3-0 to 12-7-0, Exterior(2) 12-7-0 to 15-7-0, Interior(1) 15-7-0 to 25-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. This Item has been 5) Refer to girder(s) for truss to truss connections. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 7 and 745 lb uplift at sealed by Lee, Julius, PE joint 2. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086913 76951 A4 Common 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6-5-0 6-5-0 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:09 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-5PwmfUieHFwKm_IWRAsVVEghOVrVTcl sB_4KRYylgbi 12-7-0 18-9-0 25-2-0 6-2-0 6-2-0 6-5-0 4x5 11 Scale = 1:49.2 8 19 7 20 6 3x4 = 3x6 3x5 = = 3x4 = 3x5 = 8-5-11 16-8-5 25-2-0 8-5-11 8-2-11 8-5-11 Plate Offsets (X,Y)-- [1:0-0-0,0-0-6],[5:0-0-0,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.18 6-8 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.26 6-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.07 8-11 >999 240 Weight: 120 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-1 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=Mechanical Max Horz 1=-302(LC 10) Max Uplift 1=-536(LC 12), 5=-536(LC 12) Max Grav 1=1134(LC 17), 5=1134(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2099/945, 2-3=-2023/982, 3-4=-2023/982, 4-5=-2099/945 BOT CHORD 1-8=-684/1676, 6-8=-300/1042, 5-6=-684/1676 WEBS 3-6=-376/848, 4-6=-645/426, 3-8=-376/848, 2-8=-645/426 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-7-0, Exterior(2) 12-7-0 to 15-7-0, Interior(1) 15-7-0 to 25-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. This Item has been 5) Refer to girder(s) for truss to truss connections. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 1 and 536 lb uplift at sealed by Lee, Julius, PE joint 5. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086914 76951 ATA ATTIC 11 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:10 2020 Page 1 I D:HvXI BCCVKC?5TDROaVGNYBymOmh-ZbU8sgjG2Z2BO8ti?uOkl SNkeuBMC1 p?Qegtz_rlgbh 19-2-12 2-10-0 5-8-7 10-11-0 12-6-5 1 -4-1 15-1-0 16-9-5 1 -7-1 24-5-9 27-4-0 30-2-0 2-10-0 2-10-7 5-2-13 1-7-1 -10-6 1-8-5 1-8-5 -10-6 1-7-1 5-2-13 2-10-7 2-10-0 Scale = 1:57.8 4x6 = 7.00 12 ,, 18 17 "" 15 14 3x4 = 6x8 = 3x4 — 5x8 MT18HS = 3x4 = 6x8 — 3x4 = 2-6-0 2- 0 0 10-11-4 19-2-12 27-4-0 27 8 0 30-2-0 2-6-0 0- 8-1-4 8-3-8 8-1-4 0-4- 2-6-0 Plate Offsets (X,Y)-- [14:0-3-8,0-4-0], [18:0-3-8,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.27 15-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.46 15-17 >639 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.02 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) -0.22 17-18 >999 240 Weight: 181 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 18=0-8-0, 14=0-8-0 Max Horz 18=-361(LC 10) Max Uplift 18=-615(LC 12), 14=-486(LC 12) Max Grav 18=1662(LC 21), 14=1662(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-317/228, 2-3=-249/289, 3-5=-1744/374, 5-6=-1512/398, 6-7=-197/459, 7-8=-198/459, 8-9=-1512/398, 9-11 =-I 744/374, 11-12=-249/290, 12-13=-317/230 BOT CHORD 1-18=-161/346, 17-18=-155/1391, 15-17=0/1467, 14-15=-189/1134, 13-14=-161/346 WEBS 9-15=-31/424, 11-15=-84/419, 5-17=-31/424, 3-17=-83/418, 6-19=-2082/716, 8-19=-2082/716, 11-14=-1941/700, 3-18=-1941/700 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 15-1-0, Exterior(2) 15-1-0 to 18-1-3, Interior(1) 18-1-3 to 30-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.01b AC unit load placed on the top chord, 15-1-0 from left end, supported at two points, 4-0-0 apart. 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. This Item has been 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. sealed by Lee, Julius, PE 7) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-19, 8-19 using a Digital Signature. 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-17 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 18 and 486 lb uplift Printed copies of this at joint 14. document are not considered 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Signed and Sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply BE AND T21086915 76951 D Half Hip 1 1 Job Reference (optional) L.namDers I russ, Inc., rOn rlerce, I-L S.asU S Jul ZZ ZUZU MI I eK mous[rleS, mc. r-ri Aug Z1 Ud:0U:'IZ ZUZU rage 'I ID: HvXIBCCVKC?5TDROaVGNYBymOmh-W_cvHV1XaAlvdR156JQC6tS5TimOgt8itKJ_2tylgbf 2-10-0 5-2-0 9-6-0 16-6-0 23-0-4 294-12 35-9-0 42-1-12 48-8-0 2-10-0 2-0-0 4-4-0 7-0-0 6-6-4 6-0-8 6-0-8 6-0-8 6-6-0 7x8 5xl2 MT18HS = 7.00 12 4 48 = 3x6 = 3x4 4x6 = 3x5 = 3x5 = 3x5 = 3x4 5 29 67 30 8 9 10 31 11 32 12 MT18HS i 5x6 i 3 2 3 21 22 7x14 = RE Scale = 1:87.2 25 24 4x6 = 20 19 18 17 16 15 14 13 4x5 — 6x8 =3x4 II 3x4 II 4x10 = 5x8MT18HS — 3x5 = 4x6 — 3x5 = 6x8 = 3x5 = 5-2-0 2-6-0 2-10 0 9-6-023-0-4 29-0-12 35-9-0 42-1-12 48-6-0 2-6-0 0 -0 2-0-0 4-4-0 7-0-0 6-6-4 6-4-8 6-4-8 6-4-8 6-0-4 Plate Offsets (X,Y)-- [3:0-1-8,0-2-4], [4:0-9-0,0-1-12], [7:0-1-12,Edge], [19:0-3-8,0-2-0], [21:0-5-4,0-4-4], [23:0-7-4,0-3-8], [25:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.39 5 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.87 19-20 >630 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.61 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.59 5 >937 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 4-7,9-12: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* BOT CHORD 21-23: 2x6 SP 240OF 2.OE, 5-20: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 *Except* 2-23,19-21: 2x4 SP M 30 REACTIONS. (size) 13=Mechanical, 25=0-8-0 Max Horz 25=317(LC 12) Max Uplift 13=-985(LC 12), 25=-1197(LC 12) Max Grav 13=2048(LC 1), 25=2319(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6215/4161, 3-4=-3912/2396, 4-5=-5571/3456, 5-6=-5549/3436, 6-8=-4098/2419, 8-10=-3400/1989, 10-11=-2063/1213 BOT CHORD 24-25=-194/289, 3-23=-1195/1764, 22-23=-3993/5810, 21-22=-2165/3365, 5-21=-491/449, 17-19=-2480/4147, 16-17=-2419/4098, 14-16=-1989/3400, 13-14=-1213/2063 WEBS 2-25=-1875/1311, 23-25=-683/197, 2-23=-3852/5659, 3-22=-2731/1892, 4-22=-225/525, 4-21 =-1 439/2510, 19-21=-2521/4216, 6-21 =-1 093/1601, 6-19=-1180/830, 8-17=-34/288, 8-16=-930/574, 10-16=-343/741, 10-14=-1781/1052, 11-14=-649/1310, 11-13=-2723/1599 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 308 lb FT = 20% 0 0 N Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-8-4 oc bracing. 1 Row at midpt 3-22, 4-21, 19-21, 6-21, 6-17, 8-16, 10-14 2 Rows at 1/3 pis 11-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-0-4, Interior(1) 5-0-4 to 9-6-0, Exterior(2) 9-6-0 to 16-7-12, Interior(1) 16-7-12 to 48-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 985 lb uplift at joint 13 and 1197 lb uplift at joint 25. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply BE AND T21086916 76951 D1 Half Hip 1 1 Job Reference (optional) L.namDers I russ, Inc., rOn rlerce, I-L d.SSU s JUI ZZ ZUZU MI I eK mous[rleS, Inc. r-ri Aug Z1 U2f:0U:-16 ZUZU rage 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-_AAHUrl9LUQmFbcHgOxRf4?LR670PLYR6b2YaJylgbe 2-10-0 5-2-0 8-2-0 11-6-0 16-6-0 23-0-0 29-4-12 35-9-4 42-1-12 48-8-0 2-10-0 2-4-0 3-0-0 3-4-0 5-0-0 6-6-4 6-4-8 6-4-8 6-4-8 6-6-4 3x8 = 5x8 = 3x4 4x6 = 5 6 31 32 78 3x6 = 3x5 = 3x5 = 3x6 = 3x4 33 9 10 11 34 12 35 13 Scale = 1:84.4 26 25 21 20 3619 18 37 17 16 15 38 14 45 — 6x8 = 3x4 II 3x4 II 4x8 = 5x6 = 3x5 = 3x5 = 4x6 3x6 = 6x8 = 2-10 0 5-2-0 11-6-0 16-6-0 23-00 4 29-4-12 35-9-4 42-1-12 48-8-0 2-6-0 0- - 2-4-0 6-4-0 5-0-0 6-6-4 6-4-8 6-0-8 6-4-8 6.6-4 Plate Offsets (X,Y)-- [5:0-6-0,0-2-4], [8:0-1-12,Edge], [20:0-3-8,0-2-0], [22:0-2-0,0-4-12], [24:0-2-0,0-4-8], [26:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.25 18-20 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.58 20-21 >944 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.40 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.39 6 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* 3-25,6-21: 2x4 SP No.3, 22-24: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 2-24,20-22: 2x4 SP M 30 REACTIONS. (size) 14=Mechanical, 26=0-8-0 Max Horz 26=383(LC 12) Max Uplift 14=-994(LC 12), 26=-1188(LC 12) Max Grav 14=2099(LC 17), 26=2319(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5065/3280, 3-4=-5110/3346, 4-5=-3673/2239, 5-6=-4241/2653, 6-7=-4237/2650, 7-9=-3489/2031,9-10=-2906/1665,10-12=-1769/1016 BOT CHORD 23-24=-2427/3621, 22-23=-1989/3146, 6-22=-419/396, 18-20=-2093/3508, 17-18=-2031/3489, 15-17=-1665/2906, 14-15=-1016/1769 WEBS 2-26=-2100/1417, 24-26=-503/31, 2-24=-3015/4531, 5-23=-346/681, 5-22=-901/1554, 20-22=-2152/3595, 7-22=-692/956, 7-20=-960/713, 9-18=-27/288, 9-17=-851/534, 10-17=-353/828, 10-15=-1659/967, 12-15=-658/1436, 12-14=-2561/1469, 4-23=-779/559, 4-24=-929/1427 PLATES GRIP MT20 244/190 Weight: 330 lb FT = 20% Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals. Rigid ceiling directly applied or 4-7-8 oc bracing. 1 Row at midpt 20-22, 7-18, 9-17, 10-15 2 Rows at 1/3 pis 12-14 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-11-6, Interior(1) 4-11-6 to 11-6-0, Exterior(2) 11-6-0 to 18-4-9, Interior(1) 18-4-9 to 48-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 994 lb uplift at joint 14 and 1188 lb uplift at joint 26. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSI7TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 0 0 N This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086917 76951 D2 Half Hip 1 1 Job Reference (optional) L.namDers I russ, Inc., rOn coerce, I-L S.asU s JUI ZZ ZUZU MI I eK mous[rieS, Inc. r-r1 Aug Z1 Ud:0U:l4 ZUZU rage '1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-SMjfiBmn6oYdtIBTEjSgCIXVN WTj8mEbLFo57lylgbd 2-10-0 5-2-0 9-4-0 13-6-0 16-6-0 24-7-6 32-7-0 40-6-10 48-8-0 2-10-0 2�-0 4-2-0 4-2-0 3-0-0 8-1-6 7-11-10 7-11-10 8-i-6 24 23 4x5 = 6x8 = 3x4 11 3x5 = 5x8 = Scale = 1:84.3 3x4 II 4x6 = 3x5 = 4x6 = 3x5 = 5x6 = 5 6 29 30 7 8 31 9 10 11 32 33 12 19 18 17 34 16 35 15 14 36 3x4 11 4x6 3x5 = 3x6 = 5x6 = 6x10 = 2-6-0 2-10r0 5-2-0 13-6-0 16-6-0 24-7-6 32-7-0 40-6-10 48-8-0 62 0 0- 2-4-0 8-4-0 3-0-0 8-1-6 7-11-10 7-11-10 8-1-6 Plate Offsets (X,Y)-- [2:0-4-8,0-2-12], [5:0-6-0,0-2-4], [8:0-3-0,Edge], [10:0-3-0,Edge], [13:Edge,0-3-8], [20:0-2-0,0-4-4], [22:0-2-0,0-4-4], [24:0-3-8,0-3-0] 13 5x6 11 0 0 N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.25 16-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.54 18-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.36 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.35 6 >999 240 Weight: 335 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* 3-23,6-19: 2x4 SP No.3, 20-22: 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 12-13,2-22,18-20: 2x4 SP M 30 REACTIONS. (size) 13=Mechanical, 24=0-8-0 Max Horz 24=450(LC 12) Max Uplift 13=-1004(LC 12), 24=-1177(LC 12) Max Grav 13=2170(LC 17), 24=2319(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5346/3386, 3-4=-5495/3481, 4-5=-3449/2105, 5-6=-3393/2184, 6-7=-3401/2193, 7-9=-3026/1848, 9-1 1=-2809/1644,11-12=-1835/1060, 12-13=-2016/1273 BOT CHORD 21-22=-2383/3516, 20-21=-1890/2938, 6-20=-435/418, 16-18=-1644/2809, 14-16=-1060/1835 WEBS 2-24=-2196/1448, 22-24=-515/25, 2-22=-3116/4798, 4-22=-1163/1881, 4-21=-881/631, 5-21=-405/810, 5-20=-653/1052, 18-20=-1872/3027, 7-20=-428/616, 7-18=-853/733, 9-18=-288/423, 9-16=-803/638, 11-16=-841/1375, 11-14=-1567/1099, 12-14=-1476/2558 Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals. Rigid ceiling directly applied or 4-8-1 oc bracing. 1 Row at midpt 12-13, 18-20, 7-18, 11-16, 11-14, 12-14 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-11-6, Interior(1) 4-11-6 to 13-6-0, Exterior(2) 13-6-0 to 20-4-9, Interior(1) 20-4-9 to 48-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1004 lb uplift at joint 13 and 1177 lb uplift at joint 24. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086918 76951 D3 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:16 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-OIrP7to 1 ePpL63KSL8V8Hjdp2J5GcgctoZHCBeylgbb 2-10-0 5-2-0 10-4-0 15-6-0 16-6-0 21-11-8 22�3;0 29-2-8 32-9-0 i 35-8-0 42-0-4 48-8-0 2-10-0 2-4-0 5-2-0 5-2-0 -0-0 5-5-8 0- -8 6-11-8 3-6-8 2-11-0 6-4-4 6-7-12 Scale = 1:85.8 5x8 = 3x5 = 4x6 = 5x8 = 7.00 12 6 34 735 5x8 i 5 4x6 i 33 8 9 36 10 3x5 11 37 4 6x10 i 3 2 1 7 4 20 26 25 6x10 7x10 = 39 21 4x4 40 m 38 v 4x5 � 12 18 17 m o 19 d 6 4x8 = 0 — 4x6 = 29 28 23 41 22 16 15 14 13 4x5 = 6x8 = 5x10 = 5x6 5-2-0 2-6-0 2-10 10-4-0 15-6-0 1 6- 211 11-8 22 0 29-2-8 32-9-0 35-8-0 42-0-4 48-8-0 2-6-0 0 2-4-0 5-2-0 5-2-0 -0-0 5-5-8 0- -8 a. _8 3-6-8 2-11-0 6-4-4 6-7-12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-8], [4:0-3-0,Edge], [6:0-6-0,0-2-4], [8:0-3-0,Edge], [10:0-6-0,0-2-4], [12:0-2-0,0-1-8], [13:Edge,0-3-8], [14:0-4-4,0-1-8], [17:0-5-8,0-3-8], [20:0-2-8,0-2-8], [27:0-4-0,0-4-8], [29:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.21 19-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.49 19-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.42 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.30 19-20 >999 240 Weight: 358 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins, BOT CHORD 2x4 SP No.3 *Except* except end verticals. 1-28,22-23,13-16: 2x4 SP M 30, 21-27,17-21: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-19, 14-17 2-27: 2x4 SP M 30 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size) 13=Mechanical, 29=0-8-0 Max Horz 29=-360(LC 10) Max Uplift 13=-966(LC 12), 29=-1215(LC 12) Max Grav 13=2060(LC 18), 29=2321(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5531/2532, 3-5=-5498/2668, 5-6=-3348/1963, 6-7=-3363/2144, 7-9=-3294/2170, 9-10=-3294/2170, 10-11=-3252/1995, 11-12=-2675/1551, 12-13=-2056/1216 BOT CHORD 1-29=-166/253, 3-27=-258/212, 26-27=-1747/3682, 25-26=-1747/3683, 24-25=-1307/2957, 20-24=-1304/2930, 19-20=-1666/3475, 18-19=-1334/2712, 17-18=-1297/2646 WEBS 2-29=-2161/1122, 27-29=-737/443, 2-27=-2366/4968, 5-26=-12/302, 5-25=-1015/559, 9-19=-513/459, 10-17=-292/691, 11-17=-197/725, 11-14=-1065/708, 12-14=-1179/2150, 6-25=-295/748, 7-20=-602/465, 6-20=-576/1002, 5-27=-651/1542, 10-19=-528/1022, 14-17=-1205/2198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; cat. This item has been 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-11-6, Interior(1) 4-11-6 to 15-6-0, Exterior(2) 15-6-0 electronically signed and to 22-4-9, Interior(1) 22-4-9 to 35-8-0, Exterior(2) 35-8-0 to 42-6-9, Interior(1) 42-6-9 to 48-6-4 zone; cantilever left and right exposed sealed by Lee, Julius, PE ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x4 MT20 unless otherwise indicated. Printed copies of this 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signed and sealed and the will fit between the bottom chord and any other members, with BCDL = 10.Opsf. signature must be Verified 7) Refer to girder(s) for truss to truss connections. on any electronic copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 966 lb uplift at joint 13 and 1215 lb uplift at joint 29. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086919 76951 D4 Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:19 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-pKXYlugwxKBwzW3ROH2rvLFIeXFRp39KUXVsozylgbY 2-10-0 7-2-11 11-9-14 17-6-0 22-3-0 27-9-12 32-9-0 3 -8- 41-0-4 48-8-0 2-10-0 44-11 4-7-3 5-8-2 4-9-0 5-6-12 4-11-4 0-11- 7-4� 7-7-12 5x8 = 4x5 = 3x6 = 3x4 II 5x8 = 7.00 12 6 31 7 32 8 33 9 34 10 35 25 24 23 37 22 21 6x8 = 3x6 = 4x10 = 3x4 II 4x5 = 3x5 = 1716 3x4 11 Scale = 1:87.3 t II N. 15 14 5x12 = 5x8 MT18HS 11 2-6-02-10ro 11-9-14 17-6-0 22-3-0 27-9-12 32-9-0 3y8-4� 41-04 48-8-0 62 0 0- 8-11-14 5-8-2 4-9-0 5-i-12 4-11-0 0-11- 7-4-4 7-7-12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4], [10:0-5-8,0-2-0], [12:0-3-0,Edge], [13:Edge,0-1-12], [14:0-3-8,Edge], [15:0-5-8,0-1-8], [18:0-5-8,0-3-8], [20:0-5-8,0-3-8], [25:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.17 18-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.38 19-20 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.19 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.22 19-20 >999 240 Weight: 346 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP M 30 -Except' except end verticals. 7-21: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 7-20 WEBS 1 Row at midpt 5-22, 6-22, 6-20, 7-19, 9-19, 15-18, 13-15, 3-25 REACTIONS. (size) 14=Mechanical, 25=0-8-0 Max Horz 25=-41 O(LC 10) Max Uplift 14=-964(LC 12), 25=-1214(LC 12) Max Grav 14=2118(LC 18), 25=2329(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-268/119, 3-5=-2740/1542, 5-6=-2599/1601, 6-7=-2978/1889, 7-9=-3023/1925, 9-10=-3023/1925, 10-11=-3142/1877, 11-13=-2846/1566, 13-14=-2130/1205 BOT CHORD 1-25=-79/259, 23-25=-999/2182, 22-23=-1117/2463, 7-20=-533/380, 19-20=-1345/3015, 18-19=-1175/2577 WEBS 3-23=-157/497, 5-22=-532/289, 6-22=-640/250, 20-22=-1004/2398, 6-20=-883/1688, 9-19=-440/398, 10-19=-351/706, 15-18=-1224/2335, 11-15=-901/623, 13-15=-1150/2175, 10-18=-322/774, 11-18=-119/532, 2-25=-447/381, 3-25=-2651/1571 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 48-6-4 zone; cantilever left and right exposed This item has been ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. sealed by Lee, Julius, PE 4) All plates are MT20 plates unless otherwise indicated. using a Digital Signature. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = IO.Opsf. document are not Considered 7) Refer to girder(s) for truss to truss connections. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 964 lb uplift at joint 14 and 1214 lb uplift signature must be verified at joint 25. on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086920 76951 D5 PIGGYBACK BASE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:20 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-H W5wzErYieJnbgeda_Z4RZn WQwa2YV8TjBFPKPylgbX 2-10-0 5-6 11-9-14 17-6-0 20-2-14 25-7-0 33-8-0 36-11-0 42-7-12 48-8-0 2-10-0 2-8-0 0- -11 5-8-2 5-8-2 2-8-14 5�-2 8-1-0 3-3-0 5-8-12 6-0� 5x8 = 7.00 12 5x8 = 5x8 = 33 34 7 35 36 8 Scale = 1:85.9 27 26 L5 24 23 22 V�V — 15 14 13 3x4 II 3x6 II 3x6 = 3x4 II 3x4 II 3x4 II 4x12 = 4x6 II 45 = 400 = 3x4 11 2-6-02-10 0 5-6-0 11-9-14 17-6-0 20.2-14 25-7-0 33-8A 36-11-0 42-7-12 48-8-0 2-6-0 0- 2-8-0 6-3-14 5-8-2 2-8-14 5-4-2 8-1-0 3-3-0 5-8-12 6-0-4 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4], [7:0-4-0,0-3-4], [8:0-6-0,0-2-4], [10:0-2-4,Edge], [13:Edge,0-3-8], [16:0-5-8,0-3-4], [21:0-5-12,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.18 19-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.38 17-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.16 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.18 19 >999 240 Weight: 334 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-2 oc purlins, BOT CHORD 2x4 SP M 30 *Except' except end verticals. 20-22,9-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-24, 6-19, 7-19 JOINTS 1 Brace at Jt(s): 21 REACTIONS. (size) 13=Mechanical, 27=0-8-0, 26=0-8-0 Max Horz 27=-41 O(LC 10) Max Uplift 13=-902(LC 12), 27=-229(LC 12), 26=-1160(LC 12) Max Grav 13=2000(LC 18), 27=113(LC 21), 26=2415(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-295/312, 2-3=-204/368, 3-5=-1846/1059, 5-6=-2590/1526, 6-7=-2655/1751, 7-8=-2655/1751, 8-9=-2840/1757, 9-11 =-3217/1880, 11-12=-2500/1384, 12-13=-1989/1124 BOT CHORD 1-27=-307/313, 26-27=-482/264, 24-26=-482/264, 20-21=-838/2337, 19-20=-869/2318, 17-19=-1034/2348, 16-17=-1289/2600, 9-16=-282/602 WEBS 3-24=-1006/1865, 5-24=-1364/746, 5-21=-239/845, 6-21=-80/439, 21-24=-720/1835, 6-19=-506/876, 7-19=-655/569, 8-19=-242/535, 8-17=-440/940, 9-17=-941/560, 14-16=-1125/2120, 11-16=-249/789, 11-14=-1143/711, 12-14=-1044/2012, 3-26=-2321 /1359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 This item has been to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 48-6-4 zone; cantilever left and right exposed electronically signed and ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Lee, Julius, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = IO.Opsf. document are not Considered 6) Refer to girder(s) for truss to truss connections. signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 13, 229 lb uplift at signature must be verified joint 27 and 1160 lb uplift at joint 26. on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086921 76951 D6 PIGGYBACK BASE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:24 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-9HKRocu2lspC3HyOpgeOcPyBPYxjUJA3epDdTAyigbT 2-10-0 5-6-0 11-9-14 17-6-0 18 2- 4 25-7-0 33-8-0 36-11-0 42-7-12 48-8-0 2-10-0 2-8-0 0- -11 5-8-2 5-8-2 0- -14 7-4-2 8-1-0 3-3-0 5-8-12 6-0� 5x8 = 7.00 12 5x8 = 5x8 = 32 33 7 34 35 8 Scale = 1:85.9 26 25 24 23 22 21 JnV — 15 14 13 3x4 II 3x6 3x6 = 3x4 II 4x5 = 4x10 = I IN 3x4 II 4x12 = 4x6 II 2-6-02-1i0r0 5-6-0 11-9-14 V 6-0 18r2-14 25-7-0 33-8-0 36-11-0 42-7-12 48-8-0 62 0 0- 2-8-0 6-3-14 5-8-2 0 -1 7-4-2 8-1-0 3-3-0 5-8-12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4], [7:0-4-0,0-3-4], [8:0-6-0,0-2-4], [10:0-2-4,Edge], [13:Edge,0-3-8], [16:0-5-8,0-3-4], [20:0-5-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.21 19-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.44 19-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.16 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.18 19 >999 240 Weight: 328 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, BOT CHORD 2x4 SP M 30 -Except' except end verticals. 9-15: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-23, 6-19, 7-19 REACTIONS. (size) 13=Mechanical, 26=0-8-0, 25=0-8-0 Max Horz 26=-41 O(LC 10) Max Uplift 13=-901(LC 12), 26=-228(LC 12), 25=-1159(LC 12) Max Grav 13=1987(LC 18), 26=115(LC 21), 25=2378(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-295/312, 2-3=-205/368, 3-5=-1858/1055, 5-6=-2521/1534, 6-7=-2668/1747, 7-8=-2668/1747, 8-9=-2846/1755, 9-11=-3224/1877, 11-12=-2504/1382, 12-13=-1992/1123 BOT CHORD 1-26=-308/314, 25-26=-479/264, 23-25=-479/264, 19-20=-876/2259, 17-19=-1032/2321, 16-17=-1286/2581, 9-16=-280/606 WEBS 5-23=-1308/760, 5-20=-251/787, 6-19=-491/923, 7-19=-655/569, 8-19=-238/527, 8-17=-442/934, 9-17=-944/559, 14-16=-1123/2117, 11-16=-248/779, 11-14=-1134/710, 12-14=-1043/1996, 6-20=-92/376, 20-23=-749/1795, 3-23=-1002/1864, 3-25=-2332/1356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 48-6-4 zone; cantilever left and right exposed This item has been ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. sealed by Lee, Julius, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' using a Digital Signature. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies of this 6) Refer to girder(s) for truss to truss connections. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 901 lb uplift at joint 13, 228 lb uplift at signed and sealed and the joint 26 and 1159 lb uplift at joint 25. signature must be Verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANS17TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply BE AND T21086922 76951 D7 PIGGYBACK BASE 1 1 Job Reference (optional) L.namDers I russ, mc., rOn rlerce, rL B.SSU s JUI ZZ ZUZU MI I eK mous[rleS, mc. rri Aug Z1 U2f:0U:Z0 ZUZU rage 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-6gSBDIvJHT3wJb5nxFgUhq 1 XtLa9yCEM57ikY3ylgbR 2-10-0 i 5-6-0 5-8 11 1%11-12 i6-2-14 17-6-0 22-10-11 28-3-5 33-8-0 36-11 0 42-7-12 48-8-0 2-10-0 2-8-0 0-2- 1 5-3-2 5-3-2 -3-2 5-4-11 5-4-11 5�-it 3-3-0 5-8-12 6-0-4 5x6 = 3x5 = 3x6 = 3x5 = 5x6 = 7.00 12 3x4 II 7 36 8 37 9 38 10 39 11 30 29 28 27 26 3x5 45 3x4 II 3x6 II 3x6 = 4x10 = 3x4 II Scale = 1:85.9 ICI9 N 18 17 16 3x4 II 4x12 = 4x6 II 2-6-02-1i0r0 5-6-0 10-11-12 16-2-14 17-6-0 22-10-it 25-7-0 28-3-5 33-8-0 36-11-0 42-7-12 48-8-0 62 0 0- 2-8-0 5-5-12 5-3-2 -3-2 5-4-11 2-8-5 2-8-5 5-4-11 3-3-0 5-8-12 Plate Offsets (X,Y)-- [7:0-3-0,0-1-12], [11:0-4-0,0-2-4], [13:0-2-4,Edge], [16:Edge,0-3-8], [19:0-5-8,0-3-4], [25:0-7-4,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.31 20-21 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.63 20-21 >825 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.19 16 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.36 20-21 >999 240 Weight: 341 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, BOT CHORD 2x4 SP M 30 *Except' except end verticals. 6-26,12-18: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-27, 8-24, 10-21, 10-20 REACTIONS. (size) 16=Mechanical, 30=0-8-0, 29=0-8-0 Max Horz 30=-41 O(LC 10) Max Uplift 16=-904(LC 12), 30=-251(LC 12), 29=-1137(LC 12) Max Grav 16=2019(LC 18), 30=174(LC 1), 29=2400(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-288/310, 2-3=-181/351, 3-5=-1762/1000, 5-6=-2563/1520, 6-7=-2445/1571, 7-8=-2218/1442, 8-10=-2597/1702, 10-11=-2507/1592, 11-12=-2852/1770, 12-14=-3251/1882, 14-15=-2509/1386, 15-16=-1992/1126 BOT CHORD 1-30=-291/303, 29-30=-393/227, 27-29=-393/227, 24-25=-879/2270, 23-24=-1154/2695, 21-23=-1154/2695,20-21=-1154/2695,19-20=-1291/2634,12-19=-261/591 WEBS 5-27=-1454/803, 25-27=-644/1628, 5-25=-316/883, 7-24=-534/968, 8-24=-1155/522, 8-23=-34/451, 10-20=-617/205, 11-20=-630/1114, 12-20=-933/552, 17-19=-1121/2143, 14-19=-250/799, 14-17=-1157/711, 15-17=-1046/2035, 3-27=-993/1827, 3-29=-2272/1318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 48-6-4 zone; cantilever left and right exposed This item has been ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. sealed by Lee, Julius, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` using a Digital Signature. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies of this 6) Refer to girder(s) for truss to truss connections. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 904 lb uplift at joint 16, 251 lb uplift at signed and sealed and the joint 30 and 1137 lb uplift at joint 29. signature must be Verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSI7TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086923 76951 D8 PIGGYBACK BASE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:27 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-asOZRewx2nBnwlgzUyBjD 1 ahulxdhfNVKnRH4VyigbQ 2-10-0 5-6-0 14-2-14 17-6-0 22-11-4 28-2-12 33-8-0 36-11-0 42-7-12 48-8-0 2-10-0 2-8-0 8-8-14 3-3-2 5-5� 5-3-8 5-5-0 3-3-0 5-8-12 6-0� 27 26 45 - 3x4 II 6x8 - 5x8 = 3x4 II 3x6 - 3x4 II 5x8 = 7.00 12 6 33 7 34 8 35 9 10 25 - 3x5 = 3x4 11 Scale = 1:85.9 ICI9 N 17 16 15 3x4 II 4x12 = 4x6 II 2-6-02-10 0 5-6-0 14-2-14 17-6-0 22-11-4 33-8-0 36-11-0 42-7-12 48-8-0 2-6-0 0- 2-8-0 8-8-14 3-3-2 5-5-4 %-12 5-3-8 5-5-0 3-3-0 5-8-12 6-0-4 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-6-0,0-2-4], [10:0-6-0,0-2-4], [12:0-2-4,Edge], [15:Edge,0-3-8], [18:0-5-8,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.30 19-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.61 19-20 >852 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.18 15 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.35 19-20 >999 240 Weight: 344 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-4-4 oc purlins, BOT CHORD 2x4 SP M 30 *Except' except end verticals. 5-25,11-17: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 24-26, 3-24, 6-22, 7-22, 9-20 REACTIONS. (size) 15=Mechanical, 27=0-8-0, 26=0-8-0 Max Horz 27=-41 O(LC 10) Max Uplift 15=-905(LC 12), 27=-899(LC 10), 26=-1162(LC 12) Max Grav 15=2056(LC 18), 27=809(LC 11), 26=3059(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-277/295, 2-3=-686/896, 3-5=-2683/1529, 5-6=-2546/1627, 6-7=-2644/1718, 7-9=-2644/1718, 9-1 0=-2644/1718, 10-11 =-2916/1782, 11-13=-3331/1894, 13-14=-2559/1393, 14-15=-1996/1131 BOT CHORD 1-27=-299/306, 26-27=-458/265, 5-24=-307/205, 23-24=-1054/2263, 22-23=-881/2147, 20-22=-1171/2593, 19-20=-1048/2350, 18-19=-1296/2704, 11-18=-262/594 WEBS 2-27=-870/762, 2-26=-732/815, 3-26=-2546/1404, 24-26=-359/212, 3-24=-1114/2534, 5-23=-540/358, 6-23=-237/494, 6-22=-566/1075, 7-22=-538/441, 9-20=-349/302, 10-20=-224/530, 10-19=-486/974, 11-19=-940/556, 16-18=-1128/2189, 13-18=-252/778, 13-16=-1184/712, 14-16=-1049/2079 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 This item has been to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 48-6-4 zone; cantilever left and right exposed electronically signed and ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Lee, Julius, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = IO.Opsf. document are not Considered 6) Refer to girder(s) for truss to truss connections. signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 905 lb uplift at joint 15, 899 lb uplift at signature must be verified joint 27 and 1162 lb uplift at joint 26. on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANS17TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086924 76951 D9 PIGGYBACK BASE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:29 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-W F7KrJyBaORVA3gMcNDBJSfOCZYH9ayon5wO8NylgbO 2-10-0 7-6-0 12-2-0 3-6-0 17-6-0 22-11-4 28-2-12 33-8-0 W-11-0 42-7-12 48-8-0 2-10-0 4-8-0 4-8-0 -4-0 4-0-0 5-5-4 5-3-8 3-3-0 5-8-12 6-0� 5x8 = 3x4 II 3x6 = 3x4 II 5x8 = 7.00 12 6 34 7 35 8 36 9 10 28 27 26 25 45 = 3x4 II 3x5 = 3x6 II 4x5 = Scale = 1:85.9 ICI9 N 17 16 15 3x4 II 4x10 = 3x6 II 2-6-02-1i0r0 7-6-0 12-2-0 13-6-0 17-6-0 22-11-4 28-2-12 33-8-0 36-11-0 42-7-12 48-8-0 62 0 0- 4-8-0 4-8-0 -0-0 4-0-0 5-5-0 5-3-8 5-5-4 3-3-0 5-8-12 6-0-4 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4], [10:0-6-0,0-2-4], [12:0-2-4,Edge], [18:0-5-12,0-3-0], [24:0-5-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.44 19-20 >989 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.00 19-20 >437 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 15 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.65 19-20 >670 240 Weight: 331 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 11-17: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-26, 6-23, 6-22, 7-22, 9-20, 10-20 REACTIONS. (size) 15=0-8-0, 28=0-8-0, 26=0-8-0 Max Horz 28=-41 O(LC 10) Max Uplift 15=-781(LC 12), 28=-684(LC 12), 26=-1092(LC 12) Max Grav 15=1822(LC 18), 28=858(LC 1), 26=1862(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/120, 2-3=-557/369, 3-5=-623/172, 5-6=-1490/859, 6-7=-1993/1268, 7-9=-1993/1268, 9-10=-1993/1268, 10-11=-2438/1452, 11-13=-2829/1547, 13-14=-2241/1174,14-15=-1762/970 BOT CHORD 1-28=-101/356, 27-28=-299/481, 23-24=-112/589, 22-23=-270/1283, 20-22=-720/1957, 19-20=-770/1948, 18-19=-997/2266, 11-18=-224/538 WEBS 2-28=-670/509, 3-24=-77/379, 24-26=-1804/1314, 5-24=-1581/1083, 5-23=-585/1052, 6-23=-714/524, 6-22=-860/1508, 7-22=-686/550, 10-20=-279/129, 10-19=-526/1034, 11-19=-870/509, 16-18=-925/1896, 13-18=-128/601, 13-16=-1008/592, 14-16=-858/1799, 3-27=-388/0, 24-27=-326/524 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 This item has been to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 48-6-4 zone; cantilever left and right exposed electronically signed and ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Lee, Julius, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = IO.Opsf. document are not Considered 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 15, 684 lb uplift at signed and sealed and the joint 28 and 1092 lb uplift at joint 26. signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANS17TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply BELAND T21086925 76951 F PIGGYBACK BASE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:31 2020 Page 1 ID:HvXI BCCVKC?5TDROaVGNYBymOmh-SeF4G?zR6OhDPM_kjoGgOtkM5MEgcUy5FPPVDGylgbM 2-10-0 7&-0 12-2-0 3-6-0 17-6-0 22-11-4 28-2-12 33-8-0 36-11-0 41-11-0 46-110 8-8-0 2-10-0 4-8-0 4-8-0 -4-0 4-0-0 5-5-4 5-3-8 5-5-4 3-3-0 5-0-0 5-0-0 1-9-0 5x8 = 3x4 II 3x6 = 3x4 II 5x8 = 7.00 12 6 37 7 38 8 39 9 10 31 30 29 L8 4x5 = 3x4 II 3x5 = 3x6 4x5 = Scale = 1:87.6 3x4 II 6x8 = 17 16 3x4 11 6x8 = 2-6-02-y00 7-6-0 12-2-0 13-6-Oi 17-6-0 22-11� 28-2-12 33-8-0 36-11-0 41-11-0 46-11-0 �48-8-0 62 0 0 -0 4-8-0 4-8-0 -4-0 4-0-0 5-5-4 5-3-8 5-5-4 3-3-0 5-0-0 5-0-0 1-9-0 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4], [10:0-6-0,0-2-4], [13:0-2-14,0-1-8], [18:0-6-0,0-3-4], [21:0-6-0,0-3-0], [27:0-5-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.45 22-23 >976 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.01 22-23 >431 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.19 16 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.66 22-23 >660 240 Weight: 332 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins, BOT CHORD 2x4 SP M 30 -Except' except end verticals. 11-20,14-17: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-29, 6-26, 6-25, 7-25, 9-23, 10-23 REACTIONS. (size) 31=0-8-0, 29=0-8-0, 16=0-8-0 Max Horz 31=-41O(LC 10) Max Uplift 31=-680(LC 12), 29=-1096(LC 12), 16=-780(LC 12) Max Grav 31=851(LC 1), 29=1871(LC 1), 16=1820(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-336/118, 2-3=-547/364, 3-5=-607/165, 5-6=-1481/854, 6-7=-1987/1265, 7-9=-1987/1265, 9-10=-1987/1265, 10-11=-2432/1448, 11-12=-2780/1536, 12-14=-2933/1536, 14-15=-2959/1575, 15-16=-1728/912 BOT CHORD 1-31=-97/349, 30-31=-298/476, 26-27=-109/578, 25-26=-265/1277, 23-25=-717/1953, 22-23=-769/1945, 21-22=-983/2239,11-21=-215/521, 19-20=-149/331, 18-19=-1471/2742 WEBS 2-31=-666/507, 3-30=-384/0, 3-27=-87/384, 27-29=-1812/1319, 5-27=-1589/1089, 5-26=-591/1058, 6-26=-721/528, 6-25=-862/1512, 7-25=-687/550, 10-23=-286/129, 10-22=-521/1028, 11-22=-821/481, 19-21 =-1 026/2125, 12-21=-415/238, 14-19=-444/320, 15-18=-1340/2518, 27-30=-325/518 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 This item has been to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 48-6-4 zone; cantilever left and right exposed electronically signed and ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Lee, Julius, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = IO.Opsf. document are not Considered 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 680 lb uplift at joint 31, 1096 lb uplift at signed and sealed and the joint 29 and 780 lb uplift at joint 16. signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086926 76951 F1 PIGGYBACK BASE 2 1 Job Reference (optional) L.namDers I russ, mc., rOn coerce, rL d.SSU s JDI ZZ ZUZU MI I eK mous[rleS, inc. rri Aug Z1 US:DU:JZ ZUZU rage 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-wgpSUL_3tJg41 WZxHVnvw5HXcma6LvbEU3921iylgbL 45-5-0 48-4-0 2-10-0 7-6-0 12-2-0 VVi 17-6-0 22-11-4 28-2-12 33-8-0 39-5-0 i 42-1-12 1 44-9-0 40-11-Q 1 51-2-0 2-10-0 4-8-0 4-8-0 -4-0 4-0-0 5-5-4 5-3-B 5-5-4 2-8-12 2-7-4 0-8- -5-0 2-10-0 1-6-0 Scale = 1:97.8 h 0 5x8 = 7.00 12 6 5x6 i 3x6 i 5 3x5 i 4 41 3 3x5 i 40 2 34 4x5 = 3x4 II 3x4 II 3x6 = 3x5 = 10x10 = 42 7 438 44 9 45 10 29 48 28 6 49 Mt 3 4x6 = 33 325x81 = 3x6 = 3x8 = 3x6 II 4x8 = 3x6 11 46 8x10 12 _M 0 j�4 3x8 11 47 �152226 5025 24 7x8 = 2116193x5 = 4x5 = 3x4 3x6 10 5x12 IA77 123x6 11 17 5x8 5x6 =10x10 = 3x4 11 3x4 5x6 \\ 48-4-0 2-10-0 45-5-046-11-0 51-2-0 2-6- 1 -6-0 12-2-0 13-6-0 17-6-0 22-11-4 28-2-12 33-8-0 39-5-0 42-i-12 44-9-0 40-7-q 4816r0 2-6-0 0-4 4-8-0 4-8-0 -4-05-5-4 5-3-8 5-5-4 5-9-0 2-8-12 2-7-4 0-8- 0 -0 00 -01�2-6-_ Plate Offsets (X,Y)-- [6:0-6-0,0-2-4], [10:0-7-8,0-2-0], [12:0-5-0,0-6-0], [13:0-6-5,Edge], [13:0-2-0,0-1-11], [14:0-1-7,0-3-14], [16:0-4-0,0-1-11], [17:0-2-11,Edge], [20:0-1-13 ,0-4-10], [20:0-1-12,0-0-0], [30:0-5-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.24 22 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.54 22-23 >797 240 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.61 17 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.31 23 >999 240 Weight: 378 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 *Except* 10-12,12-16: 2x8 SP 240OF 2.0E BOT CHORD 2x4 SP M 30 *Except* 11-24,13-21,19-20: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 15-17: 2x6 SP No-2 REACTIONS. (size) 17=0-8-0, 34=0-8-0, 32=0-8-0 Max Horz 34=446(LC 11) Max Uplift 17=-810(LC 12), 34=-404(LC 22), 32=-1503(LC 12) Max Grav 17=1701(LC 18), 34=101(LC 21), 32=3036(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. WEBS 1 Row at midpt 5-32, 5-29, 6-29, 6-28, 7-28, 10-26, 10-25, 10-23, 9-28 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-96/937, 3-5=-670/1770, 5-6=-405/443, 6-7=-987/859, 7-9=-987/859, 9-1 0=-1 378/1058, 10-11=-3110/1875, 11-12=-3095/1674, 12-13=-3932/1952, 13-14=-1176/672, 14-15=-611/263 BOT CHORD 33-34=-506/379, 29-30=-1714/963, 28-29=-274/356, 26-28=-415/1363, 25-26=-410/1363, 11-23=-422/384,22-23=-1660/3870,13-22=-1660/3870,13-21=-233/691,14-20=-519/185, 18-19=-129/377, 14-18=-715/604, 17-18=-430/507 WEBS 2-34=-12/482, 3-33=-439/649, 3-30=-1069/790, 30-32=-2975/1752, 5-30=-2809/1524, 5-29=-1030/2286, 6-29=-1358/728, 6-28=-771/1422, 7-28=-399/373, 9-26=-9/363, 10-26=-260/58, 23-25=-381/1293, 10-23=-1020/1920, 30-33=-1089/273, 12-23=-1635/681, 2-33=-714/98, 9-28=-829/381, 15-17=-1331/690 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=51ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 5-1-6, Interior(1) 5-1-6 to 17-6-0, Exterior(2) 17-6-0 to 24-8-13, Interior(1) 24-8-13 to 33-8-0, Exterior(2) 33-8-0 to 40-10-13, Interior(1) 40-10-13 to 50-11-3 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint 17, 404 lb uplift at joint 34 and 1503 lb uplift at joint 32. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086927 76951 F2 Piggyback Base 1 1 Job Reference (optional) L.namDers I ruffs, Inc., rOn rlerce, I-L d.JJU S Jul ZZ ZUZU MI I eK mous[rleS, Inc. r-ri Aug Z1 U2f:0U:J4 ZUZU rage 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-tDxDv10KPx4nGgjJPwpNOWMuczKzpuhXxNe9gbylgbJ 30-5-0 1-0-Oi 11-8 12 17-2-0 22-11-0 1 25-7-12 28-3-0 28r11TO 31-10-Oi 34-8-0 -0-0 5-5-4 5-3-8 5-5-4 5-9-0 2-8-12 2-7-4 0.8- 1-5-0 2-10-0 7.00 F124),81 6 0 = 3x5 i 2 1 26 25 3x6 11 5x6 = 2x3 II 3x6 = 3x4 = 329 4 30 531 10x10 = 32 6 33 3x4 7 8x1O 8 9 35 24 36 23 22 37 21 4x8 = 3x6 = 3x4 = 3x4 = 10 3x10 11 34 11 7x8 = 18 20 7x8 = 17 3x4 11 3x5 11 15 2x3 11 3x4 11 2x3 4414.77 W 6x8 2x3 12 Iy 13 4x8 30-5-o 32-2-0 1-0-0 6-5-4 11 12 17-2-0 1 22-11-0 25-7-12 28-3-0 28r11r0 $1-10-0 34-8-0 f-0-0 5-5-4 5�-85-9-0 2-8-12 2-7d 0-8- 1-5-0 2-6-0 Plate Offsets (X,Y)-- [2:0-5-12,0-2-0], [6:0-8-0,0-2-4], [8:0-5-0,0-6-0], [9:0-6-5,Edge], [9:0-1-8,0-1-11], [12:0-4-0,0-1-11], [13:0-2-11,Edge], [19:0-2-8,0-3-4], [25:0-1-12,0-3-0] Scale = 1:82.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.22 9-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.50 9-18 >737 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.61 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.25 9-18 >999 240 Weight: 296 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 6-8,8-12: 2x8 SP 240OF 2.0E BOT CHORD 2x4 SP M 31 *Except* BOT CHORD 7-20,9-17: 2x4 SP M 30 WEBS WEBS 2x4 SP No.3 *Except* 11-13: 2x6 SP No.2 REACTIONS. (size) 26=0-8-0, 13=0-8-0, 25=0-8-0 Max Horz 26=-556(LC 12) Max Uplift 26=-875(LC 18), 13=-721(LC 12), 25=-946(LC 12) Max Grav 26=208(LC 12), 13=1630(LC 18), 25=2461(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-740/495, 3-5=-740/495, 5-6=-1216/758, 6-7=-2926/1473, 7-8=-2933/1279, 8-9=-3759/1490, 9-10=-982/531, 10-11=-584/214, 1-26=-173/639 BOT CHORD 25-26=-577/606, 24-25=-631/620, 22-24=-119/1199, 21-22=-201/1244, 7-19=-424/368, 18-19=-1192/3699, 9-18=-1193/3699, 9-17=-109/397, 10-14=-457/541, 13-14=-397/519 WEBS 2-25=-1489/980, 2-24=-859/1449, 3-24=-398/355, 5-24=-883/501, 5-22=-104/420, 6-22=-375/157, 19-21=-172/1158, 6-19=-832/1807, 1-25=-578/147, 8-19=-1587/552, 11-13=-1384/575 Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 2-25, 2-24, 3-24, 5-24, 6-22, 6-21, 6-19 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=35ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 5-10-13, Interior(1) 5-10-13 to 17-2-0, Exterior(2) 17-2-0 to 22-0-13, Interior(1) 22-0-13 to 34-5-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 lb uplift at joint 26, 721 lb uplift at joint 13 and 946 lb uplift at joint 25. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086928 76951 F3 Piggyback Base 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:35 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-LPVb6NOy9ECeu_H WyeKcYjvO3ziYYHLgA1 NiM 1 ylgbl 1-0-0 6-5-4 11-8-12 17-2-0 21-3-1 25 4-3 32-1-3 -0-0 5-5-4 5-3-8 5-5-4 4-1-1 4-1-1 6-9-0 7.00 12 5x6 = 2x3 II 3x6 = 3x4 = 3x4 oi 1. 1624 15 14 "' 12 11 6x8 = 4x8 = 3x4 = 3x6 = 3x4 = 4x12 = 4x8 = 1 2 19 3 4 20 521 22 6 10 3x4 Scale = 1:60.8 1-0-0 6-5-4 1118-12 17-2-0 25-4-3 32-1-3 -0-0 5-5-4 5-3-8 5-5-4 8-2-3 6-9-0 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-5-8,0-2-0], [9:0-3-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.16 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.36 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.06 18 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.13 11-12 >999 240 Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing. OTHERS 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 2-15, 3-15, 5-15, 6-14, 1-16, 2-16 REACTIONS. (size) 16=0-8-0, 18=0-7-4 Max Horz 16=-242(LC 12) Max Uplift 16=-717(LC 12), 18=-612(LC 12) Max Grav 16=1561(LC 18), 18=1445(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-980/586, 3-5=-980/586, 5-6=-1423/839, 6-7=-1837/963, 7-8=-2749/1343, 8-9=-2246/1053 BOT CHORD 14-15=-549/1347, 12-14=-611/1480, 11-12=-865/1851 WEBS 2-15=-823/1485, 3-15=-399/337, 5-15=-823/477, 5-14=-80/350, 6-14=-311/127, 6-12=-331/808, 7-12=-759/458, 7-11=-391/794, 8-11=-1664/929, 9-11 =-1 069/2336, 2-16=-1434/926, 9-18=-1485/749 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-2-8, Interior(1) 4-2-8 to 17-2-0, Exterior(2) 17-2-0 to 20-4-8, Interior(1) 20-4-8 to 31-4-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Lee, Julius, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 6) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Printed copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 717 lb uplift at joint 16 and 612 lb uplift document are not considered at joint 18. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086929 76951 F4 Piggyback Base 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:36 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-pb3zJjl awYKV W7si W Lrr5xSAKN3oHIGgOg7FuUylgbH 1-0-0 6-5-4 11-8-12 17-2-0 23 4-3 27-6-15 32-1-3 -0-0 5-5-4 5-3-8 5-5-4 6-2-3 4-2-12 4-64 7.00 12 5x6 = 2x3 II 3x6 = 3x4 = 3x4 4x8 = 1 2 19 3 4 20 521 22 6 1624 15 14 6x8 = 4x8 = 3x4 = " 12 3x6 = 3x4 = 3x4 = 10 4x6 = Scale = 1:60.8 1-0-0 6-5-4 1118-12 17-2-0 23-4-3 32-1-3 0-0 5-5 4 5-3-8 5-5-4 6-2-3 8-9-0 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-5-8,0-2-0], [9:0-3-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.09 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.21 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.06 18 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.10 11-12 >999 240 Weight: 249 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-3-10 oc bracing. OTHERS 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 2-15, 3-15, 5-15, 6-14, 8-10, 1-16, 2-16 REACTIONS. (size) 16=0-8-0, 18=0-7-4 Max Horz 16=-176(LC 12) Max Uplift 16=-708(LC 12), 18=-620(LC 12) Max Grav 16=1524(LC 18), 18=1384(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-952/582, 3-5=-952/582, 5-6=-1374/827, 6-7=-1756/912, 7-8=-1941/997, 10-17=-647/1267, 9-17=-647/1267 BOT CHORD 14-15=-607/1317, 12-14=-675/1419, 11-12=-1013/1965, 10-11=-616/1119 WEBS 2-15=-817/1441, 3-15=-404/342, 5-15=-783/464, 5-14=-89/343, 6-14=-293/141, 6-12=-226/589, 7-12=-745/432, 7-11=-800/493, 8-11=-580/1253, 8-10=-1527/852, 2-16=-1397/919,9-18=-13981751 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-2-8, Interior(1) 4-2-8 to 17-2-0, Exterior(2) 17-2-0 to 20-4-8, Interior(1) 20-4-8 to 31-4-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Lee, Julius, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 6) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Printed copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 708 lb uplift at joint 16 and 620 lb uplift document are not considered at joint 18. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086930 76951 F5 Piggyback Base 2 1 Job Reference (optional) cnamoers I russ, Inc., ron coerce, rL 1-0-0 6-5 4 0-0 5-5-4 7.00 12 5x6 = 3x4 2 19 1825 6x8 = 11-8-12 5-3-8 2x3 II 3x6 = 3x4 = 3 4 20 521 17 15 4x8 = 3x6 = 3x4 = B.JJU S Jul ZZ ZUZU MI I eK mous[rleS, Inc. rn Aug Zl U2f:0U:JI ZUZU rage 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-HocLX22ChsSM7HRu43N4d8_WjnLROHDzdKspRwylgbG 17-2-0 21-4-3 12-5-0, 26-5-1 , 32-1-3 5-5-4 4-2-3 -0-13 4-0-1 5-8-2 22 5x8 = 6 14 13 4x4 = 2x3 6x8 6x8 = Scale = 1:59.8 0 0 v to 1-0-0 6-5 4 11-8-12 17-2-0 21-4-3 2-5-0 32-1-3 0-0 5-5 4 5-3-8 5-5-4 4-2-3 0-13 9-8-3 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-5-8,0-2-0], [9:0-2-12,0-2-12], [10:0-4-0,0-0-8], [11:0-2-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.31 10-11 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.66 10-11 >568 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.11 12 >999 240 Weight: 265 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-13 oc bracing. OTHERS 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 2-17, 3-17, 5-17, 6-15, 6-14, 7-13, 8-10, 1-18, 6-11, 2-18 REACTIONS. (size) 18=0-8-0, 10=0-74 Max Horz 18=-109(LC 12) Max Uplift 18=-687(LC 12), 10=-637(LC 12) Max Grav 18=1498(LC 18), 10=1415(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-932/567, 3-5=-932/567, 5-6=-1338/801, 6-7=-2475/1380, 7-8=-1989/1061 BOT CHORD 15-17=-652/1299, 14-15=-702/1377, 10-11=-724/1245 WEBS 2-17=-792/1409, 3-17=-400/338, 5-17=-754/445, 5-15=-56/298, 11-14=-694/1351, 7-11 =-1 501/934, 8-11=-490/1083, 8-1 0=-1 646/985, 6-11=-789/1334, 2-18=-1372/900 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-2-8, Interior(1) 4-2-8 to 17-2-0, Exterior(2) 17-2-0 to 20-4-8, Interior(1) 20-4-8 to 31-4-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically signed and 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify sealed by Lee, Julius, PE capacity of bearing surface. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 687 lb uplift at joint 18 and 637 lb uplift at joint 10. Printed copies of this p document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086931 76951 F6 Piggyback Base 2 1 Job Reference (optional) cnamoers I russ, Inc., ron coerce, rL -0-01 6-5-4 11-8-12 -0-0 5-5-4 5-3-8 7.00 12 5x6 = 2x3 II 3x6 = 3x4 = 3x4 2 23 3 4 24 5 d.JJU S JUI ZZ ZUZU MI I eK mous[rleS, Inc. rn Aug Zl US:OD:J`J ZUZU rage 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-DAk6yk3SDTi4NbbHBU PYiZ4kUa?QU9bG5eLwVoylgbE 17-2-0 19�-3 22-5-0 29-5-0 $0-7-01 32-1-3 5-5-4 2-2-3 3-0-13 7-0-0 1-2-0 1-6-3 7x8 MT18HS 25 6 Scale = 1:60.0 22 29 21 — 19 18 17 16 4x10 = 6x8 = 4x8 — 3x6 = 3x4 = 2x3 II 4x4 = 3x4 II 1-0-0 6-5-4 11-8-12 17-2-0 19-4-3 22-5-0 29-5-0 0-7-0 32-1-3 -0-0 5-5-4 5-3-8 5-5-4 2-2-3 3-0-13 7-0-0 1-2-0 1-6-3 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-4-8,0-2-0], [7:0-5-4,0-3-4], [10:0-3-2,0-2-4], [14:0-6-12,0-2-4], [15:0-2-8,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.23 16-17 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.51 16-17 >749 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.34 16-17 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except' 8-16,9-13: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 22=0-8-0, 12=0-7-3 Max Horz 22=-90(LC 12) Max Uplift 22=-697(LC 12), 12=-657(LC 12) Max Grav 22=1540(LC 18), 12=1440(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-968/579, 3-5=-968/579, 5-6=-1382/815, 6-7=-1685/937, 7-8=-2043/1170, 8-9=-2062/1182, 9-10=-661/434, 10-11=-697/411, 11-12=-1406/821 BOT CHORD 19-21=-681/1352, 18-19=-797/1534, 17-18=-792/1523, 8-15=-584/453, 14-15=-401/689, 9-14=-1043/711 WEBS 2-21=-813/1467, 3-21=-415/347, 5-21=-768/446, 5-19=-81/361, 6-19=-338/215, 6-18=-263/631, 7-17=-1525/895, 15-17=-877/1750, 7-15=-671/1116, 9-15=-876/1656, 11-14=-761/1312, 2-22=-1414/914 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 268 lb FT = 20% Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 2-21, 3-21, 5-21, 6-19, 7-17, 9-15, 1-22, 2-22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-2-8, Interior(1) 4-2-8 to 17-2-0, Exterior(2) 17-2-0 to 19-4-3, Interior(1) 19-4-3 to 30-7-0, Exterior(2) 30-7-0 to 31-11-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 697 lb uplift at joint 22 and 657 lb uplift at joint 12. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSI7TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086932 76951 F7 Piggyback Base 1 1 Job Reference (optional) cnamoers I russ, Inc., t-on coerce, I-L 1-0-0 6-5-4 -0-0 5-5-4 7.00 12 5x6 = 3.4 2 21 11-8-12 5-3-8 2x3 II 3x6 = 3x4 = 3 4 22 523 S.SSU S Jul ZZ ZUZU MI I eK mous[rleS, mc. rn Aug Zl Ud:0U:4U ZUZU rage 'I ID:HvXIBCCVKC?5TDROaVGNYBymOmh-hMIU9445_ngx_IATIBwnFnc_I_ SZDYtQJ15T1 FylgbD 17-2-0 20-9-0 25-4-3 32-1-3 5-5-4 3-7-0 4-7-3 4x8 = 24 6 16 LO 1/ la 14 6x8 = 4x8 = 3x6 = 3x4 = 3x4 = 12 11 10 3x4 5x8 = 3x4 1-0-0 6-5-4 11-8-12 17-2-0 20-9-0 25-4-3 32-1-3 -0-0 5-5-4 5-3-8 5-5-4 3-7-0 4-7-3 6-9-0 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-5-8,0-2-0], [9:0-3-12,0-3-0] Scale = 1:60.1 I? 20 u' I'T LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.08 13-14 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.18 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.09 20 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.11 13-14 >999 240 Weight: 261 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* 7-12: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 9-10: 2x4 SP M 30 OTHERS 2x8 SP 240OF 2.0E REACTIONS. (size) 18=0-8-0, 20=0-7-4 Max Horz 18=-242(LC 12) Max Uplift 18=-717(LC 12), 20=-612(LC 12) Max Grav 18=1534(LC 18), 20=1392(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-959/586, 3-5=-959/586, 5-6=-1390/838, 6-7=-1755/973, 7-8=-2099/1057, 8-9=-1755/873 BOT CHORD 15-17=-549/1313, 14-15=-612/1412, 13-14=-837/1747, 7-13=-172/395 WEBS 2-17=-823/1451, 3-17=-399/337, 5-17=-800/476, 5-15=-78/343, 6-15=-293/130, 6-14=-351/777, 7-14=-785/444, 11-13=-823/1630, 8-11=-1290/734, 9-11=-943/1928, 2-18=-1407/926, 9-20=-1430/749 Structural wood sheathing directly applied or 4-11-12 oc purlins, except end verticals. Rigid ceiling directly applied or 8-0-8 oc bracing. 1 Row at midpt 2-17, 3-17, 5-17, 6-15, 1-18, 2-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-2-8, Interior(1) 4-2-8 to 17-2-0, Exterior(2) 17-2-0 to 20-4-8, Interior(1) 20-4-8 to 31-4-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 20 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 717 lb uplift at joint 18 and 612 lb uplift at joint 20. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086933 76951 G HALF HIP 1 1 Job Reference (optional) L.namDers I russ, mc., rOn rlerce, rL d.SSU s JDI ZZ ZUZU MI I eK moUSRIeS, inc. rri Aug Z1 US:0U:4I ZUZU rage 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-9ZssNQ5jl4yocvlfJuROo 97COnry?aZYygOahylgbC 2-10-0 9-6-0 12-2-0 16-6-0 23-3-0 30-0-0 36-3-4 42-4-12 48-8-0 2-10-0 6-8-0 2-8-0 4�-0 6-9-0 6-9-0 6-3� 6-1-8 6-3-4 5x8 MT18HS = 3x5 = 3x4 II 7.00 12 3 4 5 Scale = 1:84.4 300 = 3x6 = 3x6 = 3x4 II 3x5 = 3x5 = 4x5 = 30 6 7 31 8 9 10 32 11 33 12 3x5 i 29 2 0 18 5x12 = 19 5x8 = 25 24 23 22 21 4x5 = 3x6 II 3x6 = 6x8 = 3x4 II 3x5 = 17 16 15 14 13 3x4 II 4x10 = 3x6 — 3x6 = 3x6 II 2-6-0 2-10 0 9-6-0 12-2-0 16-6-0 23-3-0 30-0-0 36-3-4 42-4-12 48-8-0 2-6-0 0- 6-8-0 2-8-0 4-4-0 6-9-0 6-9-0 6-1-8 6-3-4 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0], [18:0-2-12,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.15 8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.36 18-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.22 8 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except' 5-21,8-17: 2x4 SP N0.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 13=Mechanical, 25=0-8-0, 22=0-8-0 Max Horz 25=317(LC 12) Max Uplift 13=-630(LC 12), 25=-799(LC 22), 22=-1928(LC 12) Max Grav 13=1325(LC 22), 25=79(LC 9), 22=3545(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-781/1615, 3-4=-1120/2000, 4-5=-539/1037, 5-7=-527/1015, 7-8=-2604/1511, 8-10=-2579/1501, 10-11 =-1 737/999, 11-12=-1202/706, 12-13=-1269/817 BOT CHORD 23-25=-348/281, 22-23=-1331/539, 5-20=-418/363, 19-20=-827/1417, 18-19=-827/1417, 8-18=-451/368,14-16=-706/1202 WEBS 2-25=-219/905, 2-23=-1347/897, 3-23=-574/441, 3-22=-1657/1399, 4-22=-1044/687, 20-22=-2189/1233, 4-20=-769/1271, 7-20=-2735/1529, 7-19=0/312, 7-18=-772/1343, 16-18=-1022/1774, 10-18=-583/978, 10-16=-915/631, 11-16=-410/724, 11-14=-958/679, 12-14=-942/1608 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 307 lb FT = 20% Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 12-13, 2-23, 3-22, 7-20, 12-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 9-6-0, Exterior(2) 9-6-0 to 16-4-4, Interior(1) 16-4-4 to 48-6-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 630 lb uplift at joint 13, 799 lb uplift at joint 25 and 1928 lb uplift at joint 22. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 0 0 N This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type city Ply BE AND T21086934 76951 G1 HIP 1 1 Job Reference (optional) L.namDers I russ, mc., rOn coerce, rL S.asU s JUI ZZ ZUZU MI I eK mous[rieS, inc. rr1 Aug Z1 Utf:0U:4Z ZUZU rage '1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-elQEam6LW04fE3KstcyFKCiHAo_VhUOincaa67ylgbB 2-10-0 7-2-0 11-6-0 1 -2 16-6-0 23-3-0 30-0-0 34-10-0 39-8-0 44-0-4 48-8-0 2-10-0 4�-0 4-40 0-8- 4�-0 6-9-0 6-9-0 4-10-0 4-10-0 4-4� 4-7-12 3x6 = 6x8 = 4x6 = 4 5 6 30 31 3x4 II 3x6 = 4x5 = 3x8 = 5x6 - 7 8 32 9 33 10 11 34 uu IIL 3x5 i 3 3x4 11 29 X 2 1 19 5x12 20 5x8 = 400 = 25 L4 23 22 45 = 3x5 = 46 = 6x8 = 3x4 II Scale = 1:84.4 18 17 16 15 14 3x4 II 3x6 = 3x6 = 6x8 = 3x8 = h1N 2-6-02-1i0r0 11-6-0 1a-2-P 16-0-0 23-3-0 30-0-0 34-10-0 39-8-0 48-8-0 2-6-0 0- 8-8-0 0-8- 4-4-0 6-9-0 6-9-0 4-10-0 4-10-0 9-0-0 Plate Offsets (X,Y)-- [4:0-3-8,0-2-0], [5:0-3-8,0-3-0], [11:0-3-0,0-1-12], [19:0-5-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.28 23-25 >393 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.34 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.10 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 311 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 6-22,9-18: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-20, 9-20, 10-15, 12-14, 5-23 REACTIONS. (size) 25=0-8-0, 23=0-8-0, 14=Mechanical Max Horz 25=-259(LC 10) Max Uplift 25=-469(LC 22), 23=-1652(LC 12), 14=-668(LC 12) Max Grav 23=3093(LC 1), 14=1416(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-34/297, 2-3=0/330, 3-4=-561/1302, 4-5=-422/1122, 6-7=-1559/1052, 7-9=-1559/1052, 9-10=-2324/1536, 10-11=-1452/1016, 11-12=-1659/1100, 13-14=-273/191 BOT CHORD 23-25=-805/394, 6-21=-1515/1011, 20-21=-314/306, 19-20=-1206/2345, 15-17=-863/1638, 14-15=-761/1292 WEBS 2-25=-364/238, 3-25=-544/997, 3-23=-692/560, 21-23=-1240/834, 5-21=-691/1377, 6-20=-1227/2099, 7-20=-515/416, 9-20=-960/602, 17-19=-919/1754, 10-19=-472/973, 10-17=-635/392, 10-15=-546/329, 11-15=-299/506, 12-14=-1650/1000, 5-23=-2003/1076 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 11-6-0, Exterior(2) 11-6-0 to 18-4-9, Interior(1) 18-4-9 to 39-8-0, Exterior(2) 39-8-0 to 46-6-9, Interior(1) 46-6-9 to 48-6-4 zone; cantilever left and right exposed This item has been ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. sealed by Lee, Julius, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * using a Digital Signature. 5) This truss has been designed for a live load of 20.Opsf 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. Printed copies of this 6) Refer to girder(s) for truss to truss connections. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 469 lb uplift at joint 25, 1652 lb uplift at signed and sealed and the joint 23 and 668 lb uplift at joint 14. signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSI7TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086935 76951 G2 HIP 1 1 Job Reference (optional) L.namDers I russ, mc., rOn coerce, rL S.asU s JUI ZZ ZUZU MI I eK mous[rieS, inc. rr1 Aug Z1 Utf:0U:44 ZUZU rage '1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-a8X??S7b2?KNTMTE_1?jPdneGbnv9PL?Ew3hAOylgb9 2-10-0 7-6-0 12-2-0 3-6-0 16-6-0 23-3-0 30-0-0 37-8-0 43-0-4 48-8-0 2-10-0 4-8-0 4-8-0-0 3-0-0 6-9-0 6-9-05-7-12 3x6 = 4x5 i 45 = 3x4 II 3x6 = 4x5 = 4 5 6 30 31 7 8 32 9 33 5x8 = 10 Scale = 1:84.4 I- IN 24 23 22 21 V .- — 17 16 15 14 13 4x5 — 3x5 = 4x6 6x8 = 3x4 II 3x4 II 3x6 = 3x5 = 3x6 II 3x10 = 2-6-02-tor0 12-2-0 13-6-0 16-6A 23-3-0 30-0-0 37-8-0 43-0-4 48-8-0 2-6-0 0 - 9-0-0 -4-0 3-0-0 6-9-0 6-9-0 7-8-0 5-0-4 5 Plate Offsets (X,Y)-- [5:0-3-0,0-1-12], [10:0-6-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.29 22-24 >390 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.26 16-17 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 317 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-13 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 6-21,9-17: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 6-20 WEBS 1 Row at midpt 4-22, 6-19, 9-19 REACTIONS. (size) 24=0-8-0, 22=0-8-0, 13=Mechanical Max Horz 24=-31 O(LC 10) Max Uplift 24=-393(LC 22), 22=-1709(LC 12), 13=-657(LC 12) Max Grav 22=3047(LC 1), 13=1459(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-29/287, 2-3=0/311, 3-4=-652/1305, 6-7=-1315/866, 7-9=-1315/866, 9-10=-1942/1290, 10-11=-1639/1058, 11-12=-1727/985, 12-13=-1401/838 BOT CHORD 22-24=-854/460, 6-20=-1589/1076, 19-20=-388/383, 18-19=-872/1943, 14-16=-749/1405 WEBS 2-24=-407/263, 3-24=-650/945, 3-22=-679/543, 4-22=-2072/1092, 20-22=-1238/891, 4-20=-720/1501, 6-19=-1082/1792, 7-19=-476/404, 9-19=-850/575, 16-18=-596/1332, 10-18=-386/830, 11-16=-375/240, 11-14=-285/240, 12-14=-727/1379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 13-6-0, Exterior(2) 13-6-0 to 20-4-9, Interior(1) 20-4-9 to 37-8-0, Exterior(2) 37-8-0 to 44-6-9, Interior(1) 44-6-9 to 48-6-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Lee, Julius, PE will fit between the bottom chord and any other members, with BCDL = 10.Opsf. using a Digital Signature. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 24, 1709 lb uplift at Printed copies of this joint 22 and 657 lb uplift at joint 13. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSI7TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086936 76951 G3 HIP 1 1 Job Reference (optional) L.namDers I russ, mc., rOn coerce, rL S.asU s JUI ZZ ZUZU MI I eK mous[rieS, mc. rr1 Aug Z1 Ud:0U:40 ZUZU rage '1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-2K5NCn8DpJSE5W2RYkWyygKnX?7Nutf9TaoEjSylgb8 2-10-0 7-6-0 12-2-0 15-6-0 16-6-p 23-3-0 30-0-0 35-8-0 42-0-4 48-8-0 2-10-0 4-8-0 4-8-0 3-4-0 1-0-0 6-9-0 6-9-0 57l 6�-4 6-7-12 Scale = 1:85.9 3x6 = 4x5 = 3x4 11 3x6 = 4x5 = 7,00 12 6 7 31 328 9 33 10 25 24 23 22 - 18 17 16 15 14 45 - 3x5 = 4x6 = 6x8 = 3x4 3x4 II 3x10 = 3x6 = 4x5 = 3x6 II 2-6-0 2-10 0 12-2-0 i 6-6-0 23-3-0 30-0-0 35-8-0 42-0-4 48-8-0 2-6-0 0- 9-4-0 4-4-0 6-9-0 6-9-0 5-8-0 6-0-0 6-7-12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-12], [11:0-6-0,0-2-4], [13:Edge,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.29 23-25 >390 240 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.23 19-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.07 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except' 7-22,10-18: 2x4 SP NO-3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 25=0-8-0, 23=0-8-0, 14=Mechanical Max Horz 25=-360(LC 10) Max Uplift 25=-303(LC 14), 23=-1618(LC 12), 14=-675(LC 12) Max Grav 25=67(LC 21), 23=2903(LC 1), 14=1511(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-26/285, 2-4=0/309, 4-5=-525/1148, 7-8=-1244/872, 8-10=-1244/872, 10-11=-1729/1193, 11-12=-1651/1058, 12-13=-1853/1032, 13-14=-1482/855 BOT CHORD 23-25=-778/397, 7-21=-1509/1001, 20-21=-204/308, 19-20=-715/1673, 15-17=-771/1498 WEBS 2-25=-414/267, 4-25=-557/810, 4-23=-628/483, 5-23=-2089/1073, 5-21=-675/1526, 7-20=-980/1633, 8-20=-509/451, 10-20=-743/462, 17-19=-542/1320, 11-19=-322/770, 12-17=-567/342, 13-15=-728/1425, 21-23=-1108/804 PLATES GRIP MT20 244/190 Weight: 328 lb FT = 20% Structural wood sheathing directly applied or 4-11-1 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-21 1 Row at midpt 5-23, 7-20, 10-20, 11-17, 12-17 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 15-6-0, Exterior(2) 15-6-0 to 22-4-9, Interior(1) 22-4-9 to 35-8-0, Exterior(2) 35-8-0 to 42-6-9, Interior(1) 42-6-9 to 48-6-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 25, 1618 lb uplift at joint 23 and 675 lb uplift at joint 14. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 hIN This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086937 76951 G4 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:46 2020 Page 1 I D:HvXI BCCVKC?5TDROaVGNYBymOmh-W WflQ79rada4igdd6S 1 BV2sxiPREdIXI iEYnFuylgb7 2-10-0 7-6-0 12-2-0 16-6-0 1 -6- 23-3-0 30-0-0 33-8-0 41-0-4 48-8-0 2-10-0 4-8-0 4-8-0 4-4-0 -0- 6-9-0 3-8-0 7�-0 7-7-12 4x6 i 3x4 II 3x6 = 4x5 = 7.00 12 4x5 i 6 7 32 33 8 9 34 35 10 5x8 = 11 36 Scale = 1:85.9 26 25 24 23 19 18 17 -16 15 4x5 = 3x5 = 4x6 = 6x8 = 3x4 II 3x4 II 3x10 = 3x6 = 4x5 = 3x6 II 2-6-02-100 12-2-0 i6-6-0 23-30 30-0-0 33-8-0 41-0-4 48-8-0 2-6-0 0- 9-4-0 4-4-0 6-9-0 6-9-0 3-8-0 7-4-4 7-7-12 Plate Offsets (X,Y)-- [7:0-3-6,0-2-8], [11:0-6-0,0-2-4], [14:Edge,0-1-12], [20:0-6-0,0-2-8] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 CSI. DEFL. in (loc) I/defl L/d TC 0.69 Vert(LL) 0.29 24-26 >390 240 BC 0.60 Vert(CT) -0.27 20-21 >999 240 WB 0.77 Horz(CT) 0.07 15 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30'Except' 6-23,10-19: 2x4 SP NO-3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 26=0-8-0, 24=0-8-0, 15=Mechanical Max Horz 26=-41 O(LC 10) Max Uplift 26=-393(LC 19), 24=-1669(LC 12), 15=-665(LC 12) Max Grav 26=39(LC 21), 24=3029(LC 17), 15=1562(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-26/286, 2-3=0/305, 3-5=-615/1349, 6-7=-989/790, 7-8=-1033/807, 8-1 0=-1 033/807, 10-11=-1515/1067, 11-12=-1563/994, 12-14=-1965/1020, 14-15=-1496/833 BOT CHORD 24-26=-918/405, 6-22=-1501/935, 21-22=-433/381, 20-21 =-510/1430,10-20=-29/318, 16-18=-758/1580 WEBS 2-26=-419/274, 3-26=-648/896, 3-24=-669/469, 5-24=-2230/1127, 22-24=-1280/785, 5-22=-597/1547, 6-21=-920/1623, 8-21=-450/419, 10-21=-807/451, 18-20=-472/1325, 11-20=-270/797, 11-18=-361/102, 12-18=-761/437, 14-16=-691/1469 PLATES GRIP MT20 244/190 Weight: 338 lb FT = 20% Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-22, 10-20 1 Row at midpt 5-24, 6-21, 8-21, 10-21, 11-18, 12-18 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 48-6-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 26, 1669 lb uplift at joint 24 and 665 lb uplift at joint 15. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I� 9 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086938 76951 G5 PIGGYBACK BASE 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:48 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-Svn WrpA66Eroy_nODs3faTxJiD8M5Dpb9Y1 uJnylgb5 2-10-0 7-6-0 12-2-0 17-6-0 25-7-0 33-8-0 37-3-0 4L1_%0 48-8-0 51-2-0 2-10-0 4-8-0 4-8-0 5-0-0 8-1-0 8-1-0 3-7-0 5-7-0 5-10-0 2-6-0 Scale = 1:89.5 5x8 = 7.00 12 5x8 = 32 33 7 34 35 5x8 = M 3I0 d oY 23 22 21 38 20 19 — 18 40 17 16 3x4 II 4x5 4x5 — 3x5 = 3x6 =6x8 = 4x5 = 3x6 = 4x8 = 3x5 = 3x4 II 2-6-02-1i0r0 12-2-0 17-6-0 25-7-0 33-8-0 37-3-0 42-10-0 48-0-0 48-8 62 0 0 9-4-0 5-4-0 8-1-0 8-1-0 3-7-0 5-7-0 5-2-0 0-8-f Plate Offsets (X,Y)-- [6:0-6-0,0-2-4], [7:0-4-0,0-3-4], [8:0-6-0,0-2-4], [12:0-0-0,0-0-10], [15:0-2-4,0-2-8], [21:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.30 21-23 >373 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.27 17-18 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 328 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins. BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 9-16: 2x4 SP No.3 WEBS 1 Row at midpt 5-21, 5-20, 6-20, 6-18, 7-18, 8-18, 8-17, WEBS 2x4 SP No.3 *Except* 8-15 6-18,8-18: 2x4 SP M 30 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 23=0-8-0, 21=0-8-0 Max Horz 23=-457(LC 10) Max Uplift 12=-941(LC 12), 23=-511(LC 12), 21=-1316(LC 12) Max Grav 12=1859(LC 18), 23=497(LC 21), 21=2467(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-25/276, 2-3=-43/294, 3-5=-71/560, 5-6=-829/621, 6-7=-1423/1063, 7-8=-1419/1058, 8-9=-2414/1523, 9-11=-2294/1319, 11-12=-2772/1420 BOT CHORD 21-23=-460/235, 20-21=-588/425, 18-20=-18/731, 17-18=-458/1385, 9-15=-513/398, 14-15=-1038/2331, 12-14=-1038/2331 WEBS 2-23=-431/278, 3-21=-496/351, 5-21=-2179/1134, 5-20=-656/1575, 6-20=-1028/641, 6-18=-735/1269, 7-18=-657/569, 8-18=-280/61, 8-17=-346/202, 15-17=-454/1468, 8-15=-774/1470, 11-15=-763/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. This item has been 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 electronically signed and to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 51-2-0 zone; cantilever left and right exposed sealed by Lee, Julius, PE ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 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. Printed copies of this 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Signed and Sealed and the 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 941 lb uplift at joint 12, 511 lb uplift at signature must be verified joint 23 and 1316 lb uplift at joint 21. on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086939 76951 G6 PIGGYBACK BASE 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:49 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-w5Lu29BksYzfZ7MCnaau6gUUQcU2gdKkOCmRsDylgb4 2-10-0 7-6-0 12-2-0 17-6-0 1 -10- 25-7-0 33-8-0 36-11-0 42-8-0 48-8-0 51-2-0 2-10-0 4-8-0 4-8-0 5-0-0 -48-1-0 3-3-0 5-9 5x8 = 7.00 12 5x8 — 5x8 = 34 35 7 36 37 8 25 24 23 22 21 "`� — 3x4 II 5x6 = 4x5 = 4x5 = 3x5 — 3x6 = 6x8 — 3x4 11 Scale = 1:89.5 M o 3I. Io )o IT 2-6-02-1i0r0 12-2-0 17-6-0 1$-10-Q 25-7-0 33-8-0 36-11-0 42-82 48-8-0 6200 9-4-0 5-4-0 -4-0 6-9-0 8-1A 3-3-0 5-9-0 6-0.0 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4], [7:0-4-0,0-3-4], [8:0-6-0,0-2-4], [10:0-2-9,0-1-8], [12:0-0-0,0-0-10], [16:0-5-12,0-2-12], [20:0-5-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.31 23-25 >363 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.31 19-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 322 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins. BOT CHORD 2x4 SP M 30 -Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 9-15: 2x4 SP No.3 WEBS 1 Row at midpt 5-23, 6-22, 6-19, 7-19, 8-19 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 12=0-8-0, 25=0-8-0, 23=0-8-0 Max Horz 25=-457(LC 10) Max Uplift 12=-919(LC 12), 25=-429(LC 12), 23=-1412(LC 12) Max Grav 12=1784(LC 18), 25=244(LC 21), 23=2796(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14/284, 2-3=-32/304, 3-5=-246/1015, 5-6=-641/496, 6-7=-1489/1077, 7-8=-1484/1072, 8-9=-1980/1258, 9-11=-2326/1340, 11-12=-2649/1358 BOT CHORD 23-25=-689/288, 19-20=-8/610, 17-19=-514/1562, 16-17=-762/1831, 9-16=-203/550, 14-15=-106/303, 12-14=-982/2222 WEBS 2-25=-426/273, 3-25=-317/590, 3-23=-580/394, 5-23=-2250/1045, 5-20=-607/1630, 6-20=-1173/721, 6-19=-831/1486, 7-19=-657/570, 8-19=-382/115, 8-17=-427/941, 9-17=-907/519,14-16=-882/1958,11-16=-557/246,20-23=-935/611 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 4-10-6, Interior(1) 4-10-6 to 17-6-0, Exterior(2) 17-6-0 This item has been to 24-4-9, Interior(1) 24-4-9 to 33-8-0, Exterior(2) 33-8-0 to 40-6-9, Interior(1) 40-6-9 to 51-2-0 zone; cantilever left and right exposed electronically signed and ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 sealed by Lee, Julius, PE 3) Provide adequate drainage to prevent water ponding. using a Digital Signature. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = IO.Opsf. document are not Considered 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 919 lb uplift at joint 12, 429 lb uplift at signed and sealed and the joint 25 and 1412 lb uplift at joint 23. Signature must be Verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086940 76951 G7 Piggyback Base 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:50 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-PlvGFVCMdr5WBHxOLH67fu1 h10rZZ39ucsW?Ogylgb3 1-0-0 6-5 4 11-8-12 17-2-0 20-9-0 26-4-0 32-2-0 34-8-0 0-0 5-5-4 5-3-8 5-5-4 3-7-0 5-7-0 5-10-0 2-6-0 7.00 12 Scale = 1:60.7 5x6 = 2x3 II 3x6 = 3x4 = 4x8 = 3x4 II 2 23 3 4 24 5 25 26 6 M I� ,a a 3x4 II 5x6 = --- 1-0-0 6-5 4 11-8-12 17-2-0 20-9-0 26-4-0 32-2-0 0-0 5-5 4 5-3-8 5-5 4 3-7-0 5-7-0 5-10-0 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-5-8,0-2-0], [10:0-0-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 14-15 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.18 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.10 14-15 >999 240 Weight: 247 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, BOT CHORD 2x4 SP M 30 -Except' except end verticals. 7-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 9-7-4 oc bracing: 14-15 WEDGE 8-2-9 oc bracing: 10-12. Right: 2x4 SP No.3 WEBS 1 Row at midpt 2-18, 3-18, 5-18, 6-16, 1-19, 2-19 REACTIONS. (size) 19=0-8-0, 10=0-8-0 Max Horz 19=-597(LC 12) Max Uplift 19=-722(LC 12), 10=-838(LC 12) Max Grav 19=1558(LC 18), 10=1705(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-977/607, 3-5=-977/607, 5-6=-1423/867, 6-7=-1815/1019, 7-9=-2216/1112, 9-10=-2465/1140 BOT CHORD 18-19=420/551, 16-18=-246/1396, 15-16=-326/1418, 14-15=-585/1756, 7-14=-180/552, 12-13=-89/264, 10-12=-795/2066 WEBS 2-18=-854/1479, 3-18=-399/350, 5-18=-828/490, 5-16=-92/400, 6-16=-362/146, 6-15=-395/909, 7-15=-935/494, 12-14=-712/1838, 9-14=-541/239, 2-19=-1430/960 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 5-6-9, Interior(1) 5-6-9 to 17-2-0, Exterior(2) 17-2-0 to 21-8-9, Interior(1) 21-8-9 to 34-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions This item has been shown; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. sealed by Lee, Julius, PE 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' using a Digital Signature. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies of this 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 19 and 838 lb uplift document are not considered at joint 10. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANS17TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BELAND T21086941 76951 GRA Hip Girder 1 1 Job Reference (optional) L.namoers truss, Inc., t-orc coerce, rL 2-10-0 7-6-0 2-10-0 4-8-0 o.00u s JUI zz Zulu mi I eK mausines, Inc. rf1 Aug z"I ub:ou:bz Zulu rage l I D: HvXIBCCVKC?5TDROaVGNYBymOmh-Lg00gBEc9TLEQb5nSi8bkJ6?dgWf1_VB4A?6SYylgbl 12-7-4 17-6-12 22-8-0 27 4-0 30-2-0 5-1-4 4-11-8 5-1-4 4-8-0 2-10-0 4x8 = 2x3 II 2x3 II 4x8 = 3 2223 24 4 25 26 27 5 28 29 30 6 Scale = 1:51.0 8 Iy 15 14 - -- 13 -- '- -' -- 11 -- - 10 9 3x4 — 3x6 II 3x5 = 3x5 = 4x6 = 3x5 = 3x5 = 3x6 II 3x4 = 2-6-0 2- 0 0 7-6-0 12-7 4 17-6-12 22-8-0 27-4-0 27 8 0 30-2-0 2-6-0 0-4- 4-8-0 5-1-4 4-11-8 5-1 4 4-8-0 0-4- 2-6-0 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0),[6:0-5-8,0-2-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.17 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.17 11-13 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) -0.04 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-11-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 15=0-8-0, 9=0-8-0 Max Horz 15=181(LC 7) Max Uplift 15=-1784(LC 8), 9=-1662(LC 8) Max Grav 15=1918(LC 39), 9=1926(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1897/1785, 3-4=-2628/2382, 4-5=-2628/2382, 5-6=-2628/2382, 6-7=-1910/1825 BOT CHORD 13-14=-1457/1640, 11-13=-2200/2692, 10-11=-1416/1575 WEBS 2-15=-1833/1724, 2-14=-1590/1739, 3-14=-574/264, 3-13=-1053/1495, 4-13=-658/622, 5-11=-657/624, 6-11 =-1 040/1480, 6-10=-570/260, 7-10=-1606/1754, 7-9=-1843/1666 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1784 lb uplift at joint 15 and 1662 lb uplift at joint 9. This item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 401 lb down and 398 lb up at electronically signed and 7-6-0, 182 lb down and 170 lb up at 9-6-12, 192 lb down and 198 lb up at 11-6-12, 192 lb down and 198 lb up at 13-6-12, 192 lb sealed by Lee, Julius, PE down and 198 lb up at 15-3-0, 192 lb down and 198 lb up at 16-9-4, 192 lb down and 198 lb up at 18-9-4, and 183 lb down and 170 using a Digital Signature. lb up at 20-9-4, and 401 lb down and 398 lb up at 22-8-0 on top chord, and 339 lb up at 7-6-0, 56 lb down and 30 lb up at 9-6-12, Printed copies of this 58 lb down and 39 lb up at 11-6-12, 58 lb down and 39 lb up at 13-6-12, 58 lb down and 39 lb up at 15-3-0, 58 lb down and 39 lb p up at 16-9-4, 58 lb down and 39 lb up at 18-9-4, and 56 lb down and 30 lb up at 20-9-4, and 339 lb up at 22-7-4 on bottom chord. document are not Considered The design/selection of such connection device(s) is the responsibility of others. Signed and Sealed and the 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signature must be Verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Julius Lee PE No. 34869 Uniform Loads (plf) MiTek USA, Inc. FL Cent 6634 Vert: 1-3=-70, 3-6=-70, 6-8=-70, 16-19=-20 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BELAND T21086941 76951 GRA Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:50:52 2020 Page 2 I D: HvXIBCCVKC?5TDROaVGNYBymOmh-LgOogBEc9TLEQb5nSi8bkJ6?dgWf1_VB4A?6SYylgbl LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-89(F) 6=-89(F) 14=173(F) 10=173(F) 22=-57(F) 24=-89(F) 25=-89(F) 26=-89(F) 27=-89(F) 28=-89(F) 30=-57(F) 31=-14(F) 32=-37(F) 33=-37(F) 34=-37(F) 35=-37(F) 36=-37(F) 37=-14(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply BE AND T21086942 76951 GRB Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-9-0 7-0-0 1-9-0 5-3-0 5x8 MT18HS = 7.00 12 Special Special 15 16 Special 17 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:02 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-2bdonbLupXbpd7si2pJx8QXf?svVNa 1 fNjQeozylgat 12-3-0 14-0-0 5-3-0 Special 2x3 11 Scale = 1:23.1 5x8 MT18HS = Special Special Special 18 19 20 4 I� 0 3x10 II HUS26 HUS26 7x10 = HUS26 HUS26 3x10 II 3x8 = Special Special Special HUS26 Special Special Special HUS26 3x8 = Special 1-9-0 7-0-0 12-3-0 14-0-0 1-9-0 5-3-0 5-3-0 1-9-0 Plate Offsets (X,Y)--[1:0-4-13,0-1-8],[2:0-6-4,0-2-4],[4:0-6-4,0-2-4],[5:0-4-13,0-1-8],[7:0-5-0,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.20 7 >856 360 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.41 7 >413 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.29 7 >580 240 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 2-7,4-7: 2x4 SP M 30 "Special' indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special REACTIONS. (size) 1=0-8-0, 5=0-8-0 connection device(s) is the responsibility of others. This applies Max Horz 1=-43(LC 6) to all applicable truss designs in this job. Max Uplift 1=-2028(LC 4), 5=-2299(LC 5) Max Grav 1=3438(LC 36), 5=3959(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7544/4449, 2-3=-1226617124, 3-4=-12266/7124, 4-5=-7955/4658 BOT CHORD 1-8=-3770/6429, 7-8=-3945/6759, 6-7=-4170/7144, 5-6=-3978/6782 WEBS 2-8=-1381/2576, 2-7=-3232/5787, 3-7=-178/311, 4-7=-3019/5336, 4-6=-1519/2845 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-3-0 oc, Except member 7-2 2x4 - 1 row at 0-9-0 oc, member 3-7 2x4 - 2 rows staggered at 0-2-0 oc, member 7-4 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) 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.Opsf 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 2028 lb uplift at joint 1 and 2299 lb uplift at joint 5. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-7-4 from the left end to 12-7-4 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. on A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086942 76951 GRB Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:02 2020 Page 2 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-2bdonbLupXbpd7si2pJx8QXf?svVNa 1 fNjQeozylgat NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 199 lb up at 1-9-0, 129 lb down and 85 lb up at 3-0-12, 129 lb down and 85 lb up at 5-0-12, 129 lb down and 85 lb up at 6-11-4, 129 lb down and 85 lb up at 8-11-4, and 129 lb down and 85 lb up at 10-11-4, and 159 lb down and 199 lb up at 12-3-0 on top chord, and 89 lb down and 155 lb up at 1-9-0, 78 lb down and 56 lb up at 3-0-12, 78 lb down and 56 lb up at 5-0-12, 78 lb down and 56 lb up at 6-11-4, 78 lb down and 56 lb up at 8-11-4, and 78 lb down and 56 lb up at 10-11-4, and 89 lb down and 155 lb up at 12-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-5=-70, 9-12=-20 Concentrated Loads (lb) Vert: 2=97(B) 4=97(B) 8=92(B) 3=33(B) 7=27(B) 6=92(B) 15=33(B) 17=33(B) 18=33(B) 20=33(B) 21=-1113(F) 22=27(B) 23=-1113(F) 24=27(B) 25=-1113(F) 26=-1113(F) 27=27(B) 28=-1113(F) 29=27(B) 30=-1104(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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 ANSYTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086943 76951 GRC Common Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:04 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-_IZCH N8K9sXtR?49EMPDrcOtfcPrPoyrl vktsylgar 2-10-0 7-0-0 11-1-0 15-1-0 19-1-0 23-2-0 27-8-0 2-10-0 4-2-0 4-1-0 4-0-0 4-0-0 4-1-0 4-6-0 5x8 MT18HS 11 7.00 12 HIS Scale: 3/16"=l' 17 16 15 13 " 12 " 11 `. 10 4x8 = 4x8 II 7x10 = 8x10 — 7x8 = HUS26 8x10 = HUS26 8x10 = HUS26 10x10 = THDH28-2 HUS26 HUS26 HUS26 12x12 — HUS26 HUS26 HUS26 0 0 7-0-0 11-1-0 15-1-0 19-1-0 23-2-0 27-8-0 2-6-0 0 -0 4-2-0 4-1-0 4-0-0 4-0-0 4-1-0 Plate Offsets (X,Y)-- [1:0-4-0,0-1-11], [2:0-6-8,0-1-8], [4:0-3-0,Edge], [11:0-3-8,0-5-8], [12:0-3-8,0-5-12], [13:0-6-0,0-6-4], [15:0-3-8,0-6-0], [16:0-3-8,0-4-8], [17:0-6-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.22 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.31 12-13 >965 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 458 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x8 SP 240OF 2.0E except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. 2-17,9-10: 2x6 SP No.2, 2-16,6-13,9-11: 2x4 SP M 30 WEBS 1 Row at midpt 6-13 OTHERS 2x4 SP No.3 REACTIONS. (size) 17=0-8-0, 10=0-8-0 Max Horz 17=328(LC 7) Max Uplift 17=-6751(LC 8), 10=-6175(LC 8) Max Grav 17=10818(LC 1), 10=12139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-870/602, 2-3=-12573/7799, 3-5=-13169/7507, 5-6=-11020/6068, 6-7=-11020/6067, 7-8=-13244/6997, 8-9=-13581/6958, 9-10=-10739/5522 BOT CHORD 1-17=-500/744, 16-17=-778/951, 15-16=-6647/10782, 13-15=-6269/11325, 12-13=-5825/11391, 11-12=-5926/11649, 10-11 =-420/81 0 WEBS 2-17=-9879/6215, 2-16=-6651/10737, 3-16=-1199/107, 3-15=0/897, 5-15=-2743/3780, 5-13=-3487/2579, 6-13=-5893/10720, 7-13=-3609/1747, 7-12=-1762/3915, 8-12=-460/140, 8-11=-290/477, 9-11=-5827/11471 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=28ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf 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) 10 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 6751 lb uplift at joint 17 and 6175 lb uplift at joint 10. 10) Use USP THDH28-2 (With 36-16d nails into Girder & 10-16d nails into Truss) or equivalent at 7-7-8 from the left end to connect truss(es) to back face of bottom chord. 'ontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086943 76951 GRC Common Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:04 2020 Page 2 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-_IZCH N8K9sXtR?49EMPDrcOtfcPrPoyrl vktsylgar NOTES- 11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 9-6-12 from the left end to 25-6-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70, 6-9=-70, 1-10=-20 Concentrated Loads (lb) Vert: 20=-2754(B)21=-2028(B)22=-2028(B)23=-2028(B)24=-2029(B)25=-2038(B)26=-1890(B)27=-1894(B)28=-1895(B)29=-1902(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086944 76951 GRD Half Hip Girder 1 Job Reference (optional) L.namDers I runs, Inc., rOn coerce, I-L S.SSU s JUI ZZ ZUZU MI I eK mous[rleS, mc. r-ri Aug Z1 US:D-I:-I1 ZUZU rage 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-H KgCggSXh IkXCW2Q3C_2?JOAvUvn_bu_Sd5ccyylgak 2-10-0 5-2-0 7-6-0 12-0-0 16-6-0 21-11-8 27-3-4 32-7-0 37-10-12 43-2-8 48-8-0 2-10-0 2-4-0 2-4-0 4-6-0 4-6-0 5-5-8 5-3-125-3-12 5-3-12 5x8 MT18HS = 7.00 12 4 33 34 3x8 = 3x4 11 4x5 = 5x8 MT18HS WB = 3x5 = 5 35 36 37 6 38 39 7 90 41 42 43 9 44 45 Scale = 1:84.3 5x6 WB = 3x5 = 3x5 = 3x6 = 4x6 = 46 10 11 47 1248 4950 13 51 52 53 14 6x10 i 3 2 Z7Z 7 24 7x8 =26 54 25 55 56 57 ® 4X4 = 29 28 45 = 6x8 = 3x4 11 7x10 MT18HS = 23 58 59 22 60 61 62 21 20 63 3x4 11 4x12 5x8 MT18HS = 3x5 = 64 19 65 66 1817 67 16 68 69 70 15 3x5 = 3x6 = 4x5 = 3x6 II 3x6 = 0 N 2-6-0 2-10r0 5-2-0 7-6-0 12-0-0 16-6-0 21-11-8 27-3 4 32-7-0 37-10-12 43-2-8 48-8-0 62 6 0- 2-4-6 2-4-0 4-6-0 4-6-0 5-5-8 5-3-12 5-3-12 5-3-12 5-3-12 Plate Offsets (X,Y)-- [4:0-6-0,0-2-4], [7:0-4-0,Edge], [8:0-3-8,0-1-8], [11:0-3-0,Edge], [22:0-5-12,0-2-0], [24:0-6-0,0-3-8], [27:0-5-12,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 1.09 22-23 >501 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.91 23 >604 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) -0.53 15 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 617 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, BOT CHORD 2x4 SP M 30 *Except* except end verticals. 24-27: 2x6 SP 240OF 2.OE, 6-23: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. WEBS 2x4 SP No.3 *Except* 14-15,2-29: 2x6 SP No.2, 2-27,22-24: 2x4 SP M 30 OTHERS 2x4 SP No.3 REACTIONS. (size) 15=Mechanical, 29=0-8-0 Max Horz 29=251(LC 8) Max Uplift 15=-3057(LC 8), 29=-2837(LC 8) Max Grav 15=3061(LC 28), 29=3336(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9908/8601, 3-4=-6794/5899, 4-5=-9824/8671, 5-6=-9824/8671, 6-8=-12706/11478, 8-9=-8148/7444,9-10=-8416/7647,10-12=-7646/7106,12-13=-5858/5665, 13-14=-3324/3309, 14-15=-2999/2973 BOT CHORD 1-29=-155/260, 28-29=-372/428, 3-27=-2463/2766, 26-27=-7697/8757, 25-26=-5242/5977, 24-25=-11547/12792, 6-24=-1010/1043, 22-23=-296/294, 20-22=-7647/8416, 19-20=-7106/7646, 18-19=-5665/5858, 16-18=-3309/3324 WEBS 2-29=-2823/2461, 27-29=-852/524, 2-27=-7725/8887, 4-26=-669/849, 4-25=-3872/4386, 5-25=-511/458, 6-25=-3348/3224, 22-24=-7665/8420, 8-24=-4423/4998, 8-22=-2665/2414, 9-22=-438/315, 9-20=-407/432, 10-20=-705/1003, 10-19=-1286/1079, 12-19=-1878/2331, 12-18=-2004/1710, 13-18=-3071/3303, 13-16=-2669/2517, 14-16=-4281/4307, 3-26=-2985/2633 This item has been NOTES- electronically signed and 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: sealed by Lee, Julius, PE Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. using a Digital Signature. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Printed copies of this 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to document are not considered ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Signed and Sealed and the 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. signature must be verified 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 on an electronic y copies. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. Julius Lee PE No. 34869 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Inc. FL cart 6634 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 6904 Parke East Blvd. Tampa FL 33610 will fit between the bottom chord and any other members. Date: 8) Refer to girder(s) for truss to truss connections. August 21,2020 Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086944 76951 GRID Half Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:11 2020 Page 2 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-H KgCggSXh IkXCW2Q3C_2?JOAvUvn_bu_Sd5ccyylgak NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3057 lb uplift at joint 15 and 2837 lb uplift at joint 29. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 386 lb down and 324 lb up at 7-6-0, 206 lb down and 166 lb up at 9-6-12, 206 lb down and 166 lb up at 11-6-12, 206 lb down and 166 lb up at 13-6-12, 206 lb down and 166 lb up at 15-6-12, 166 lb down and 163 lb up at 17-6-12, 166 lb down and 163 lb up at 19-6-12, 166 lb down and 163 lb up at 21-6-12, 192 lb down and 198 lb up at 23-6-12, 192 lb down and 198 lb up at 25-6-12, 192 lb down and 198 lb up at 27-6-12, 192 lb down and 198 lb up at 29-6-12, 192 lb down and 198 lb up at 31-6-12, 192 lb down and 198 lb up at 32-8-12, 166 lb down and 163 lb up at 34-8-12, 166 lb down and 163 lb up at 36-8-12, 166 lb down and 163 lb up at 38-8-12, 166 lb down and 163 lb up at 40-8-12, 166 lb down and 163 lb up at 42-8-12, and 166 lb down and 163 lb up at 44-8-12, and 166 lb down and 163 lb up at 46-8-12 on top chord, and 239 lb down and 278 lb up at 7-6-0, 18 lb down at 9-6-12, 18 lb down at 11-6-12, 18 lb down at 13-6-12, 18 lb down at 15-6-12, 20 lb down and 109 lb up at 17-6-12, 20 lb down and 109 lb up at 19-6-12, 20 lb down and 109 lb up at 21-6-12, 58 lb down and 39 Ib up at 23-6-12, 58 lb down and 39 lb up at 25-6-12, 58 lb down and 39 lb up at 27-6-12, 58 lb down and 39 lb up at 29-6-12, 58 lb down and 39 lb up at 31-6-12, 58 lb down and 39 lb up at 32-8-12, 20 lb down and 109 lb up at 34-8-12, 20 lb down and 109 lb up at 36-8-12, 20 lb down and 109 lb up at 38-8-12, 20 lb down and 109 lb up at 40-8-12, 20 lb down and 109 lb up at 42-8-12, and 20 lb down and 109 lb up at 44-8-12, and 20 lb down and 109 lb up at 46-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-14=-70, 28-30=-20, 24-27=-20, 15-23=-20 Concentrated Loads (lb) Vert: 4=-70(F) 26=154(F) 9=-89(F) 20=-37(F) 10=-89(F) 19=-37(F) 11=-42(F) 17=1(F) 34=-35(F) 35=-35(F) 36=-35(F) 37=-35(F) 38=-42(F) 39=-42(F) 41=-42(F) 42=-89(F) 43=-89(F) 45=-89(F) 46=-89(F) 47=-42(F) 48=-42(F) 50=-42(F) 51=-42(F) 52=-42(F) 53=-42(F) 54=-4(F) 55=-4(F) 56=-4(F) 57=-4(F) 58=1(F) 59=1(F) 60=1 (F) 61=-37(F) 62=-37(F) 63=-37(F) 64=-37(F) 65=1(F) 66=1(F) 67=1 (F) 68=1 (F) 69=1(F) 70=1(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply BE AND T21086945 76951 GRE HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:12 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-I W EatOT9ScsOggcddvVHYXxQW uP4j627gHr990ylgaj 2-10-0 3-11-13 7-6-0 10-4-4 13-2-8 16-8-11 , 17-10-8 20-8-8 2-10-0 1-1-13 3-6-3 2-10-4 2-10-4 3-6-3 1-1-13 2-10-0 Scale = 1:34.9 4x6 = 18 19 20 21 4x8 = I" a 3x4 = 3x6 II 3x8 3x4 = 2-6-0 2-10 7-6-0 10-4-4 13-2-8 17-10-8 1 -2 20-8-8 2-6-0 0-4- 4-8-0 2-10-4 2-10-4 4-8-0 0-4- 2-6-0 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [4:0-5-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.10 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.10 8-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 7-0-10 oc bracing: 8-10. REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=-181(LC 6) Max Uplift 11=-1442(LC 8), 7=-1304(LC 8) Max Grav 11=889(LC 1), 7=889(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-576/1284, 3-4=-444/1181, 4-5=-576/1300 BOT CHORD 8-10=-1002/465 WEBS 3-10=-349/0, 4-8=-352/0, 2-11=-790/1294, 2-10=-1155/613, 5-7=-790/1216, 5-8=-1156/616 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf 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 1442 lb uplift at joint 11 and 1304 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 401 lb down and 398 lb up at 7-6-0, 173 lb down and 163 lb up at 9-6-12, and 173 lb down and 163 lb up at 11-1-12, and 401 lb down and 398 lb up at 13-2-8 on top chord, and 292 lb up at 7-6-0, 20 lb down and 68 lb up at 9-6-12, and 20 lb down and 68 lb up at 11-1-12, and 292 lb up at 13-1-12 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=-70, 3-4=-70, 4-6=-70, 12-15=-20 Concentrated Loads (lb) Vert: 3=-89(B)4=-89(B)10=173(B)8=173(B)18=-42(B)21=-42(B)22=1(B)23=1(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSYTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086946 76951 GRF Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:14 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-ivLLI iVQ_D663zm?IKXldyOpYhvgBxCQ8bKGDHylgah 10-7-0 2-10-0 6-7-8 10-5-0 10£�0 14-4-12 18-6-0 2-10-0 3-9-8 3-9-8 0- - 3-9-12 4-1-4 0-1-0 4x4 = Scale = 1:41.7 sxa — 3x10 II 4x6 = oxo — 7x8 — nua2o 6x8 — nuoZb 6x8 = HUS26 HUS26 HUS26 HUS26 10-7-0 2-6-0 2-10-P 6-7-8 10-5-0 10-Pi0 14-4-12 18-6-0 2-6-0 0-4- 3-9-8 3-9-8 0- - 3-9-12 0-1-0 Plate Offsets (X,Y)-- [7:Edge,0-4-8], [8:0-2-12,0-4-8], [9:0-4-0,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.09 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.10 9-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 253 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-12,6-7: 2x6 SP No.2 REACTIONS. (size) 12=0-8-0, 7=0-8-0 Max Horz 12=-217(LC 6) Max Uplift 12=-2965(LC 8), 7=-3240(LC 8) Max Grav 12=4147(LC 1), 7=6028(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4357/3150, 3-4=-4297/2741, 4-5=-4283/2743, 5-6=-5368/2988, 6-7=-4475/2509 BOT CHORD 11-12=-251/215, 9-11=-2640/3694, 8-9=-2507/4568, 7-8=-238/444 WEBS 2-12=-4088/3021, 2-11=-2958/4092, 3-11=-756/373, 3-9=-308/665, 5-9=-1286/462, 5-8=-442/1260, 6-8=-2444/4442, 4-9=-2535/3931 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. This item has been 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Lee, Julius, PE 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2965 lb uplift at joint 12 and 3240 lb uplift at joint 7. document are not considered 8) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-6-12 signed and sealed and the from the left end to 17-6-12 to connect truss(es) to front face of bottom chord. signature must be Verified 9) Fill all nail holes where hanger is in contact with lumber. on any electronic copies. LOAD CASE(S) Standard Julius Lee PE No. 34869 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 MiTek USA, Inc. FL cart 6634 Uniform Loads (pif) 6904 Parke East Blvd. Tampa FL 33610 Vert: 1-4=-70, 4-6=-70, 1-7=-20 Date: August 21,2020 'ontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086946 76951 GRF Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:14 2020 Page 2 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-ivLLI iVQ_D663zm?IKXldyOpYhvgBxCQ8bKGDHylgah LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-1562(F) 16=-1305(F) 17=-1396(F) 18=-1412(F) 19=-1435(F) 20=-1420(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply BE AND T21086947 76951 GRG HALF HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:16 2020 Page 1 I D:HvXI BCCVKC?5TDROaVGNYBymOmh-e1T5jOWg W rMgJHwOsIZDiN62nVgafpnjbvpNl9ylgaf 2-10-0 7-6-0 12-2-0 16-6-0 21-0-0 25-6-0 30-0-0 34-8-14 39-4-0 43-11-2 48-8-0 2-10-0 4-8-0 4-8-0 4�-0 4-6-0 4-'i 4-6-0 4-8-14 4-7-2 4-7-2 4-8-14 5x8 MT18HS = 4x12 = 3x4 1 7.00 12 3 32 33 434 35 365 Scale = 1:84.3 3x10 = 3x6 = 4x12 = 3x4 II 5x8 MT18HS = 3x5 = 3x5 = 4x6 = 37 38 67 39 40 8 41 42 943 44 45 10 46 47 1148 49 12 50 51 52 13 3x5 i 2 >' 3 20 1 57 58 22 59 60 21 61 62 ® ® 54 6x10 = 28 27 26 53 25 55 56 24 45 = 3x6 II 5x6 = 6x8 3x4 II 4x8 = 3x8 = '""" 6x8 = 19 63 64 18 65 66 1716 67 3x4 II 5x10 = 3x6 3x5 = FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 70 15 68 69 14 4x5 = 3x6 II 2-6-0 2-1i0r0 7-6-0 12-2-0 16-6-0 21-0-0 25-6-0 30-0-0 34-8-14 39-4-0 43-11-2 48-8-0 62 0 0- 4-8-0 4-8-0 4-4-0 4-6-0 4-6-0 4-6-0 4-8-14 4-7-2 4-T 4-8-14 Plate Offsets (X,Y)--[3:0-6-0,0-2-4],[4:0-5-0,0-1-8],[6:0-3-8,0-1-8],[10:0-4-0,0-3-0],[20:0-2-4,0-3-4],[22:0-3-8,0-1-8],[23:0-3-4,0-3-0],[27:0-1-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.70 9 >626 240 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.55 20-21 >785 240 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) -0.16 14 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 *Except* 5-24,9-19: 2x4 SP N0.3 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 13-14,4-25: 2x6 SP No.2, 23-25,6-23,8-20,18-20: 2x4 SP M 30 REACTIONS. (size) 14=Mechanical, 28=0-8-0, 25=0-8-0 Max Horz 28=251(LC 8) Max Uplift 14=-1980(LC 8), 28=-1527(LC 24), 25=-5236(LC 8) Max Grav 14=1774(LC 28), 28=865(LC 6), 25=5178(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-234/329, 2-3=-1620/2241, 3-4=-1342/1910, 4-5=-2686/2873, 5-6=-2673/2849, 6-8=-932/623, 8-9=-4928/4755, 9-10=-4870/4708, 10-11=-2920/3044, 11-12=-2526/2723, 12-13=-1562/1721, 13-14=-1720/1872 BOT CHORD 25-27=-3982/3592, 5-23=-455/433, 22-23=-623/932, 21-22=-3062/3482, 20-21=-3062/3482, 9-20=-458/432, 17-18=-2723/2526, 15-17=-1721/1562 WEBS 2-28=-937/1363, 2-27=-1807/1428, 3-27=-1662/1342, 4-27=-3155/2990, 4-25=-3217/3212, 23-25=-4359/3944, 4-23=-1048/1291, 6-23=-4263/3724, 6-22=-1273/1485, 8-22=-2903/2775, 8-20=-1931/1635, 18-20=-3230/3113, 10-20=-1867/2189, 10-18=-1520/1366, 11-18=-446/547, 11-17=-830/757, 12-17=-1394/1341, 12-15=-1406/1438, 13-15=-2366/2151 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 303 lb FT = 20% Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals. Rigid ceiling directly applied or 3-7-7 oc bracing. 1 Row at midpt 4-27, 23-25, 6-23, 8-22, 12-17, 13-15 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=49ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf 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 1980 lb uplift at joint 14, 1527 lb uplift at joint 28 and 5236 lb uplift at joint 25. 8) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. on page 2 0 N This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE. 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 MiTek® 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 ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086947 76951 GRG HALF HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:17 2020 Page 2 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-6U1TwkXIG8UhwRVaQS5SFaeDXvOpOG1sgZYwgbylgae NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 401 Ib down and 401 Ib up at 7-6-0, 166 Ib down and 163 Ib up at 9-6-12, 166 Ib down and 163 Ib up at 11-6-12, 166 Ib down and 163 Ib up at 13-6-12, 166 Ib down and 163 Ib up at 15-6-12, 201 Ib down and 166 Ib up at 17-6-12, 201 Ib down and 166 Ib up at 19-6-12, 201 Ib down and 166 Ib up at 21-6-12, 201 Ib down and 166 Ib up at 23-6-12, 201 Ib down and 166 Ib up at 25-6-12, 201 Ib down and 166 Ib up at 27-6-12, 201 Ib down and 166 Ib up at 29-6-12, 166 Ib down and 163 Ib up at 31-6-12, 166 Ib down and 163 Ib up at 33-6-12, 166 Ib down and 163 Ib up at 35-6-12, 166 Ib down and 163 Ib up at 37-6-12, 166 Ib down and 163 Ib up at 39-6-12, 166 Ib down and 163 Ib up at 41-6-12, 166 Ib down and 163 Ib up at 43-6-12, and 166 Ib down and 163 Ib up at 45-6-12, and 163 Ib down and 163 Ib up at 47-6-12 on top chord, and 292 Ib up at 7-6-0, 20 Ib down and 68 Ib up at 9-6-12, 20 Ib down and 76 Ib up at 11-6-12, 20 Ib down and 109 Ib up at 13-6-12, 20 Ib down and 109 Ib up at 15-6-12, 23 Ib down at 17-6-12, 23 Ib down at 19-6-12, 23 Ib down at 21-6-12, 23 Ib down at 23-6-12, 23 Ib down at 25-6-12, 23 Ib down at 27-6-12, 23 Ib down at 29-6-12, 20 Ib down and 109 Ib up at 31-6-12, 20 Ib down and 109 Ib up at 33-6-12, 20 Ib down and 109 Ib up at 35-6-12, 20 Ib down and 109 Ib up at 37-6-12, 20 Ib down and 109 Ib up at 39-6-12, 20 Ib down and 109 Ib up at 41-6-12, 20 Ib down and 109 Ib up at 43-6-12, and 20 Ib down and 109 Ib up at 45-6-12, and 21 Ib down and 109 Ib up at 47-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-110, 3-13=-70, 24-29=-20, 20-23=-20, 14-19=-20 Concentrated Loads (lb) Vert: 3=-89(B) 7=-30(B) 27=173(B) 21=-9(B) 8=-30(B) 1 1=-42(B) 17=1 (B) 33=-42(B) 34=-42(B) 35=-42(B) 36=-42(B) 37=-30(B) 38=-30(B) 40=-30(B) 41=-30(B) 43=-30(B) 44=-42(B) 45=-42(B) 46=-42(B) 47=-42(B) 49=-42(B) 50=-42(B) 51=-42(B) 52=-47(B) 53=1 (B) 54=1(B) 55=1(B) 56=1(B) 57=-9(B) 58=-9(B) 59=-9(B) 60=-9(B) 61=-9(B) 62=-9(B) 63=1(B) 64=1(B) 65=1(B) 66=1 (B) 67=1 (B) 68=1(B) 69=1(B) 70=0(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply BE AND T21086948 76951 GRK Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:18 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-agbr84Ywl ScYYb4n_AchonBRPJOa7oe03DIUM2ylgad 2-10-0 3-11-13 7-6-0 8-8-0 , 12-4-0 13-6-0 , 17-0-3 18-2-0 21-0-0 2-10-0 1-1-13 3-6-3 1-2-0 3-8-0 1-2-0 3-6-3 1-1-13 2-10-0 4x8 = 21 22 23 24 4x5 = Scale = 1:36.0 IT 0 14 6x8 = a 7 3x4 = 3x4 = 2x3 2x3 6x8 = 2-10 7-6-0 8-8-0 12-4-0 13-6-0 18-2-0 1 -6 21-0-0 2-6-0 0 44-8-0 1-2-0 3-8-0 1-2-0 4-8-0 04260 Plate Offsets (X,Y)-- [3:0-5-8,0-2-0], [4:0-3-0,0-2-0], [7:0-3-8,0-3-0], [10:0-2-0,0-2-8], [11:0-5-12,0-2-4], [14:0-3-8,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.15 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.19 10-11 >950 240 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) -0.08 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins. BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. WEBS 2x4 SIP No.3 REACTIONS. (size) 14=0-8-0, 7=0-8-0 Max Horz 14=-181(LC 6) Max Uplift 14=-1176(LC 8), 7=-1034(LC 8) Max Grav 14=1213(LC 39), 7=1213(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1861/1805, 3-4=-1481/1594, 4-5=-1760/1715 BOT CHORD 10-11 =-1 539/1666 WEBS 3-11=-384/297, 4-10=-317/229, 2-14=-1126/1051, 5-7=-1070/1007, 2-11=-1494/1563, 5-10=-1514/1584 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf 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 1176 lb uplift at joint 14 and 1034 lb uplift at joint 7. This item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 427 lb down and 434 lb up at electronically signed and 7-6-0, 189 lb down and 174 lb up at 9-6-12, and 189 lb down and 174 lb up at 11-5-4, and 427 lb down and 434 lb up at 13-6-0 on sealed by Lee, Julius, PE top chord, and 281 lb up at 7-7-12, 69 lb down and 63 lb up at 9-6-12, and 69 lb down and 63 lb up at 11-5-4, and 281 lb up at using a Digital Signature. 13-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Printed copies of this 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) on an electronic copies. Y p Vert: 1-3=-70, 3-4=-70, 4-6=-70, 12-15=-20, 10-11=-20, 9-18=-20 Concentrated Loads (lb) Julius Lee PE No. 34869 Vert: 3=-135(B) 4=-135(B) 13=135(B) 10=135(B) 21=-74(B) 24=-74(B) 25=-52(B) 26=-52(B) MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086949 76951 GRL Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:19 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-2t9ELQYYomIPAkf7Xt7wK?kiKio8sM 19Ht11 vUylgac 2-2-8 5-9-8 8-0-0 2-2-8 3-7-0 2-2-8 4x8 = Scale = 1:19.8 4x4 = 7.00 12 2 9 10 3 3x5 3x6 11 3x6 11 2-2-8 5-9-8 8-0-0 2-2-8 3-7-0 2-2-8 Plate Offsets (X,Y)-- [2:0-5-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SIP M 30 except end verticals. WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 8=0-8-0, 5=0-8-0 Max Horz 8=50(LC 7) Max Uplift 8=-465(LC 8), 5=-462(LC 8) Max Grav 8=727(LC 36), 5=723(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-542/437, 2-3=-461/371, 3-4=-538/434, 1-8=-649/471, 4-5=-646/468 BOT CHORD 6-7=-369/488 WEBS 1-7=-434/569, 4-6=-433/563 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf 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 465 lb uplift at joint 8 and 462 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 136 lb down and 177 lb up at This item has been 2-2-8, 108 lb down and 120 lb up at 2-11-4, and 110 lb down and 120 lb up at 4-11-4, and 136 lb down and 177 lb up at 5-9-8 on electronically signed and top chord, and 196 lb down and 22 lb up at 1-0-12, 190 lb down and 482 lb up at 2-2-8, 38 lb down and 103 lb up at 2-11-4, 198 lb sealed by Lee, Julius, PE down and 22 lb up at 3-0-12, 198 lb down and 22 lb up at 4-11-4, 38 lb down and 103 lb up at 4-11-4, and 190 lb down and 482 lb using a Digital Signature. up at 5-9-8, and 196 lb down and 22 lb up at 6-11-4 on bottom chord. The design/selection of such connection device(s) is the Printed copies of this 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). document are not Considered signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-8=-20 Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 Continued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086949 76951 GIRL Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:19 2020 Page 2 I D:HvXI BCCVKC?5TDROaVGNYBymOmh-2t9ELQYYomIPAkf7Xt7wK?kiKio8sM 19Ht11 vUylgac LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=92(B) 3=92(B) 7=300(B) 6=300(B) 9=55(B) 10=55(B) 11=-196(F) 12=-137(F=-198, B=60) 13=-137(F=-198, B=60) 14=-196(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply BE AND T21086950 76951 GRM Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:20 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-W3jcYIZAZ3tGnuE95be9tCGrF68cbnol WXnaRwylgab 1-10-8 5-4-0 8-9-8 10-8-0 1-10-8 3-5-8 3-5-8 1-10-8 Scale = 1:19.1 48 = 4x8 = 2x3 11 7.00 12 2 11 3 12 4 3x5 31A ,II 5-4-0 8-9-8 100-0 ' �II-8 3-5-8 3-5-8 1 -810 Plate � Offsets (X,Y)-- [2:0-5-8,0-2-0],[4:0-5-8,0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. TCLL 2010 Plate Grip COL 1.25 TC 0.29 TCDL 15.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr NO WB 0.26 BCDL 10.0 Code FBC2017ITP12014 Matrix -MS DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.02 8-9 >999 240 MT20 244/190 Vert(CT) -0.03 8-9 >999 180 Horz(CT) 0.01 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 10=0-8-0, 6=0-8-0 Max Horz 10=-42(LC 6) Max Uplift 10=-691(LC 25), 6=-687(LC 4) Max Grav 10=1023(LC 36), 6=1040(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-820/614, 2-3=-1146/854, 3-4=-1146/854, 4-5=-816/617, 1-10=-1029/699, 5-6=-1020/705 BOT CHORD 8-9=-509/702, 7-8=-509/677 WEBS 2-8=-455/601, 3-8=-244/382, 4-8=-456/607, 1-9=-651/890, 5-7=-658/879 Weight: 65 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf 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 691 lb uplift at joint 10 and 687 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 234 lb up at 1-10-8, 108 lb down and 137 lb up at 3-0-12, 108 lb down and 137 lb up at 5-0-12, 108 lb down and 137 lb up at 5-7-4, and 108 lb down and 137 lb up at 7-7-4, and 173 lb down and 234 lb up at 8-9-8 on top chord, and 196 lb down and 23 lb up at 1-9-12, 239 lb down and 593 lb up at 1-10-8, 54 lb down and 130 lb up at 3-0-12, 196 lb down and 23 lb up at 3-9-12, 54 lb down and 130 lb up at 5-0-12, 196 lb down and 23 lb up at 5-4-0, 54 lb down and 130 lb up at 5-7-4, 196 lb down and 23 lb up at 7-0-4, 54 lb down and 130 lb up at 7-7-4, and 239 lb down and 593 lb up at 8-9-8, and 196 lb down and 23 lb up at 9-0-4 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: 1-2=-70, 2-4=-70, 4-5=-70, 6-10=-20 on A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086950 76951 GRM Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:20 2020 Page 2 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-W3jcYIZAZ3tGnuE95be9tCGrF68cbnol WXnaRwylgab LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=121(B)4=121(B)9=171(F=-196,B=367)8=-42(F=-196, 13=154)3=143(B)7=367(B)11=72(B)12=72(B)13=77(B)14=-196(F)15=-196(F)16=77(B) 17=-196(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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 ANSYTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086951 76951 GRN Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-9-0 5-4-0 1-9-0 3-7-0 7.00 12 3x6 = Special4xB — Special 2 15 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:23 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-xeOkBnc3s_FgeMykmjBsVruM8K?9o4CICU?F2FylgaY 8-11-0 10-8-0 3-7-0 Special 2x3 11 3 Special Special 16 Special 48 — Special ""-` Special Special Scale = 1:17.6 3x6 = 1-9-0 5-4-0 8-11-0 10-8-0 1-9-0 3-7-0 3-7-0 1-9-0 Plate Offsets (X,Y)-- [1:0-6-0,0-0-10], [2:0-6-0,0-2-4], [4:0-6-0,0-2-4], [5:0-6-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.07 7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.14 7 >889 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.11 7 >999 240 Weight: 110 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=43(LC 7) Max Uplift 1=-1932(LC 5), 5=-1712(LC 4) Max Grav 1=3252(LC 36), 5=2839(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5359/3250, 2-3=-7479/4486, 3-4=-7479/4486, 4-5=-5338/3240 BOT CHORD 1-8=-2780/4602, 7-8=-2901/4827, 6-7=-2861/4762, 5-6=-2737/4535 WEBS 2-8=-955/1757, 2-7=-1656/2815, 4-7=-1682/2865, 4-6=-969/1784 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-3-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc, Except member 7-2 2x4 - 1 row at 0-9-0 oc, member 3-7 2x4 - 1 row at 0-3-0 oc, member 7-4 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 This item has been 5) Provide adequate drainage to prevent water ponding. electronically signed and 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Lee, Julius, PE 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members. Printed copies of this 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1932 lb uplift at joint 1 and 1712 lb uplift at joint 5. document are not considered 9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-11-4 signed and sealed and the from the left end to 8-11-4 to connect truss(es) to back face of bottom chord. signature must be Verified 10) Fill all nail holes where hanger is in contact with lumber. on any electronic copies. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 199 lb up at 1-9-0, 129 lb down and 85 lb up at 3-0-12, 129 lb down and 85 lb up at 5-0-12, 129 lb down and 85 lb up at 5-7-4, and 129 lb Julius Lee PE No. 34869 down and 85 lb up at 7-7-4, and 159 lb down and 199 lb up at 8-11-0 on top chord, and 89 lb down and 155 lb up at 1-9-0, and 78 MiTek USA, Inc. FL cart 6634 lb down and 56 lb up at 5-7-4, and 78 lb down and 56 lb up at 7-7-4 on bottom chord. The design/selection of such connection 6904 Parke East Blvd. Tampa FL 33610 device(s) is the responsibility of others. Date: August 21,2020 WAAGA ftec'-91andard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086951 76951 GRIN Hip Girder 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:23 2020 Page 2 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-xeOkBnc3s_FgeMykmjBsVruM8K?9o4CICU?F2FylgaY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-5=-70, 9-12=-20 Concentrated Loads (lb) Vert: 2=97(F) 4=97(F) 8=92(F) 7=27(F) 3=67(F) 6=-1021(F=92, B=-1113) 15=33(F) 16=33(F) 17=-1113(B) 18=-1085(F=27, B=-1113) 19=-1085(F=27, B=-1113) 20=-1 1 13(B) 21 =27(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply BE AND T21086952 76951 GRO Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:27 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-pPeFO9fZwDIG7zGV?ZGofh31 dxXLkyZK76zSBOylgaU 1-10-8 5-4-0 8-9-8 10-8-0 1-10-8 3-5-8 3-5-8 1-10-8 Scale = 1:19.1 48 = 4x8 = 2x3 11 7.00 12 2 11 3 12 4 3x5 3111 1-10-8 5-4-0 8-9-8 10-8-0 3xb II 1-10-8 3-5-8 3-5-8 1-10-8 Plate Offsets (X,Y)-- [2:0-5-8,0-2-0],[4:0-5-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 2010 Plate Grip COL 1.25 TC 0.29 TCDL 15.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 Rep Stress Incr NO WB 0.26 BCDL 10.0 Code FBC2017ITP12014 Matrix -MS DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.02 8-9 >999 240 MT20 244/190 Vert(CT) -0.03 7-8 >999 180 Horz(CT) 0.01 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 10=0-8-0, 6=0-8-0 Max Horz 10=-42(LC 6) Max Uplift 10=-691(LC 5), 6=-663(LC 5) Max Grav 10=1081(LC 36), 6=1120(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-800/636, 2-3=-1100/846, 3-4=-1100/846, 4-5=-877/615, 1-10=-998/731, 5-6=-1122/672 BOT CHORD 8-9=-526/685, 7-8=-496/683 WEBS 2-8=-441/564, 3-8=-243/383, 4-8=-453/542, 1-9=-683/856, 5-7=-645/880 Weight: 65 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf 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 691 lb uplift at joint 10 and 663 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 234 lb up at 1-10-8, 108 lb down and 137 lb up at 3-0-12, 108 lb down and 137 lb up at 5-0-12, 108 lb down and 137 lb up at 5-7-4, 108 lb down and 137 lb up at 7-7-4, and 173 lb down and 234 lb up at 8-9-8, and 194 lb down and 40 lb up at 10-0-12 on top chord, and 198 lb down and 20 lb up at 0-10-12, 239 lb down and 593 lb up at 1-10-8, 196 lb down and 23 lb up at 2-10-12, 54 lb down and 130 lb up at 3-0-12, 196 lb down and 23 lb up at 4-10-12, 54 lb down and 130 lb up at 5-0-12, 54 lb down and 130 lb up at 5-7-4, 196 lb down and 23 lb up at 6-10-12, 54 lb down and 130 lb up at 7-7-4, and 239 lb down and 593 lb up at 8-9-8, and 196 lb down and 23 lb up at 8-10-12 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: 1-2=-70, 2-4=-70, 4-5=-70, 6-10=-20 on A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086952 76951 GRO Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:27 2020 Page 2 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-pPeFO9fZwDIG7zGV?ZGofh31 dxXLkyZK76zSBOylgaU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=121(F)4=121(F)9=367(F)8=77(F)3=143(F)7=171(F=367,B=-196)11=72(F)12=72(F)13=-165 14=-198(B) 15=-1 19(F=77, B=-196) 16=-1 19(F=77, B=-196) 17=-196(B) 18=77(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply BE AND T21086953 76951 GRP HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL i 5-0-0 5-0-0 4x6 3x6 I 4x5 = 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:28 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-HbCdEUfChXt717riZGn1 Cuc6vLsXTGWUMmj0jTylgaT 10-4-0 15-8-0 20-8-0 5-4-0 5-4-0 5-0-0 3x8 = 4x5 = F. Z 12 13 a 14 15 4 3x8 = 3x6 = 2x3 11 3x8 = Scale = 1:36.8 5-0-0 10-4-0 15-8-0 20-8-0 5-0-0 5-4-0 5-4-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.14 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.13 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) -0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 121 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-8 oc bracing. REACTIONS. (size) 11=0-8-0, 6=0-8-0 Max Horz 11=117(LC 7) Max Uplift 11=-1667(LC 8), 6=-1667(LC 8) Max Grav 11=936(LC 1), 6=936(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1037/1965, 2-3=-823/1785, 3-4=-823/1785, 4-5=-1037/1965, 1-11=-889/1592, 5-6=-889/1592 BOT CHORD 8-10=-2275/1214, 7-8=-2275/1214 WEBS 2-10=-500/162, 3-10=-542/855, 3-8=-417/265, 3-7=-542/855, 4-7=-500/162, 1 -1 0=-1 645/803, 5-7=-1645/804 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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.Opsf 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 1667 lb uplift at joint 11 and 1667 lb This item has been uplift at joint 6. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 401 lb down and 398 lb up at sealed by Lee, Julius, PE 5-0-0, 179 lb down and 163 lb up at 7-0-12, 179 lb down and 163 lb up at 9-0-12, 169 lb down and 163 lb up at 10-4-0, 179 lb using a Digital Signature. down and 163 lb up at 11-7-4, and 179 lb down and 163 lb up at 13-7-4, and 401 lb down and 398 lb up at 15-8-0 on top chord, Printed copies of this and 292 lb up at 5-0-0, 20 lb down and 68 lb up at 7-0-12, 20 lb down and 68 lb up at 9-0-12, 20 lb down and 68 lb up at 10-4-0, p 20 lb down and 68 lb up at 11-7-4, and 20 lb down and 68 lb up at 13-7-4, and 292 lb up at 15-7-4 on bottom chord. The document are not considered design/selection of such connection device(s) is the responsibility of others. signed and Sealed and the 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signature must be Verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Julius Lee PE No. 34869 Uniform Loads (plf) MiTek USA, Inc. FL Cent 6634 Vert: 1-2=-70, 2-4=-70, 4-5=-70, 6-11=-20 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 'ontinued on page 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086953 76951 GRP HIP GIRDER 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:28 2020 Page 2 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-HbCdEUfChXt7l7riZGn1 Cuc6vLsXTGWUMmjOjTylgaT LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 2=-89(F) 4=-89(F) 10=173(F) 8=1 (F) 3=-42(F) 7=173(F) 12=-42(F) 13=-42(F) 14=-42(F) 15=-42(F) 16=1 (F) 17=1 (F) 18=1 (F) 19=1 (F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086954 76951 HV4 Valley 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:30 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-E_JOfAhSD87r_R?4hhpVHJhbl8Z4xNOnp4C6nLylgaR 1-10-8 2-1-8 4-0-0 1-10-8 0-3-0 1-10-8 3x6 2 3x4 i 3x4 Scale = 1:8.2 4-0-0 4-0-0 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=-34(LC 10) Max Uplift 1=-62(LC 12), 3=-62(LC 12) Max Grav 1=131(LC 1), 3=131(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf 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 atjoint(s) 1, 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086955 76951 HV8 Valley 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-10-8 1-10-8 4x4 — 7.00 12 3x4 i 2x3 11 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:30 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-E_J0fAhSD87r_R?4hhpVHJhSh8ZRxMJnp4C6nLylgaR 6-1-8 8-0-0 4x4 — 2x3 11 3x4 Scale = 1:14.8 1-10-8 6-1-8 8-0-0 1-10-8 4-3-0 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SIP No.3 BOT CHORD WEBS 2x4 SIP No.3 REACTIONS. All bearings 8-0-0. (lb) - Max Horz 1=-32(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 4 except 6=-122(LC 9), 5=-119(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 4, 6, 5 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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.Opsf 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 atjoint(s) 1, 4 except Qt=lb) 6=122, 5=119. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086956 76951 HV12 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 1-10-8 6-0-0 1-10-8 4-1-8 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:29 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-IolORgggSq?_NHQu7_IGk68L?kCVCvbdaQSZFvylgaS 10-1-8 12-0-0 4-1-8 1-10-8 Scale = 1:19.2 7.00 12 4x4 = 2x3 1 3 4x4 = 8 7 6 3x4 i 2x3 2x3 2x3 3x4 1-10-8 6-0-0 10-1-8 12-0-0 1-10-8 4-1-8 4-1-8 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 12-0-0. (lb) - Max Horz 1=-33(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-122(LC 9), 7=-272(LC 9), 6=-119(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 8, 6 except 7=419(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 3-7=-334/335 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 6-0-0, Interior(1) 6-0-0 to 10-1-8, Exterior(2) 10-1-8 to 11-5-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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.Opsf 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 atjoint(s) 1, 5 except Qt=lb) 8=122, 7=272, 6=119. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086957 76951 J1 JACK -OPEN 24 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:31 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-iAtmsWi4zSFicaZGEOLkpXDdzYkJgogw2kxgKoylgaQ 3-6-0 m 0 Scale = 1:14.9 5 3x6 11 3-2-0 3-2-0 3-6-0 0 4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.08 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.00 4-5 >999 240 Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=114(LC 12) Max Uplift 3=-261(LC 1), 4=-31O(LC 1), 5=-607(LC 12) Max Grav 3=152(LC 12), 4=193(LC 12), 5=880(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-449/641 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 3-5-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=261, 4=310, 5=607. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086958 76951 J2 Jack -Open 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:31 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-iAtmsWi4zSFicaZGEOLkpXDenYmCgocw2kxgKoylgaQ 4-4-8 4-4-8 Scale = 1:17.4 2-6-0 2-6-0 2x3 11 10-0 -4-0 4-4-8 1-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.10 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.01 4-5 >999 240 Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=143(LC 12) Max Uplift 3=-68(LC 18), 4=-11 O(LC 1), 5=-369(LC 12) Max Grav 3=24(LC 8), 4=60(LC 12), 5=566(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-344/439 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 4-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 4=110, 5=369. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086959 76951 J3 JACK -OPEN 16 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 2x3 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:32 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-AN R84siiklNZEk8To6szMkmpl y6zPG53HOhDsEylgaP 5-6-0 5-6-0 Scale = 1:22.1 2-6-0 2-6-0 14 -4-0 5-6-0 2-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.02 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.11 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.01 4-5 >999 240 Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=181(LC 12) Max Uplift 3=-68(LC 9), 4=-74(LC 18), 5=-361(LC 12) Max Grav 3=59(LC 10), 5=511(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/206 BOT CHORD 1-5=-206/254 WEBS 2-5=-373/388 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 5-5-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=361. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086960 76951 J5 JACK -PARTIAL 37 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:33 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-eZ?W HgKV3VQrujfMpNCvyJwJMRZ8jJDV2QnOgylgaO 2-10-0 3-10-1 7-6-0 2-10-0 1-0-1 3-7-15 Scale = 1:26.2 3x4 = 5 2x3 11 2-6-0 2-6-0 7-6-0 5-0-0 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.08 4-5 >672 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.08 4-5 >668 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.17 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=247(LC 12) Max Uplift 3=-148(LC 12), 4=-101(LC 9), 5=-383(LC 12) Max Grav 3=149(LC 17), 4=58(LC 3), 5=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-332/303 BOT CHORD 1-5=-275/324 WEBS 2-5=-502/396 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 7-5-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=148, 4=101, 5=383. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086961 76951 J513 Jack -Open 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 4x5 = 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:33 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-eZ?WHgKV3VQrujfMpNCvyJyiMP18k8DV2QnOgylgaO 5-0-0 Scale = 1:26.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.03 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.06 3-4 >908 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.16 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.07 3-4 >827 240 Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP M 30 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=159(LC 12) Max Uplift 4=-3(LC 12), 2=-176(LC 12), 3=-25(LC 12) Max Grav 4=216(LC 1), 2=192(LC 17), 3=93(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-3-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except Qt=lb) 2=176. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086962 76951 J5C Jack -Partial 7 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:34 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-61ZvUYkyGNdHT2IrwXuRR9rD9lpRtAeMkiAKw6ylgaN 2-6-13 2-,10-p 4-8-0 5-114 7-6-0 2-6-13 0-3- 1-10-0 1-3-4 1-6-12 0 0 N Scale = 1:26.5 3X4 — 8 3x4 II 2x3 11 2-6-0 HID 4-8-0 7-6-0 2-6-0 1-10-0 2-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.11 7 >507 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.11 7 >515 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.18 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 5-6. REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=247(LC 12) Max Uplift 4=-153(LC 12), 8=-289(LC 12) Max Grav 4=168(LC 17), 5=58(LC 3), 8=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-336/285 BOT CHORD 1-8=-277/323 WEBS 2-8=-494/375 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 7-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=153, 8=289. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086963 76951 J5D Jack -Open 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:34 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-61ZvUYkyGNdHT2IrwXuRR9r98ljZtBNMkiAKw6ylgaN 1-8-0 5-0-0 Scale = 1:26.6 3x4 e 3x4 11 3x4 = 1 8 0 5-0-0 1-8-0 3-4-0 Plate Offsets (X,Y)-- [2:0-4-0,0-3-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.08 2-4 >762 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.25 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Wind(LL) 0.11 2-4 >518 240 Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size) 6=Mechanical, 3=Mechanical, 4=Mechanical Max Horz 6=159(LC 12) Max Uplift 6=-2(LC 12), 3=-153(LC 12), 4=-48(LC 12) Max Grav 6=218(LC 1), 3=174(LC 17), 4=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-337/239 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 4 except Qt=lb) 3=153. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086964 76951 JA Jack -Open 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 — 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:35 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-ay7Hiulbl gm75Ct2TEPg_NOTY91Xced WzMvtTZylgaM 1-0-0 1-0-0 Scale = 1:8.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 6 >999 240 Weight: 3 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=33(LC 12) Max Uplift 1=-6(LC 12), 2=-28(LC 12), 3=-8(LC 12) Max Grav 1=44(LC 1), 2=34(LC 17), 3=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2, 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086965 76951 JA1 Jack -Open 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:35 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-ay7Hiulbl gm75Ct2TEPg_NOND9CkcedWzMvtTZylgaM -2-6-0 1-0-0 2-6-0 1-0-0 Plate Offsets (X,Y)-- [2:0-0-0,0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.00 7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=160(LC 12) Max Uplift 3=-85(LC 1), 2=-524(LC 12), 4=-92(LC 1) Max Grav 3=137(LC 12), 2=441(LC 1), 4=148(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.4 PLATES GRIP MT20 244/190 Weight: 9 lb FT = 20% 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. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-6-0 to 0-3-0, Interior(1) 0-3-0 to 0-11-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=524. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086966 76951 JA2 Jack -Open 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:36 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-28hfvEmDo_u_iMSE 1 ywvWaxV4ZUeL4xfBOfR??ylgaL 4-8-8 Scale = 1:18.4 2-6-0 2-6-0 2x3 11 1001 0-0 -4-0 4-8-8 1-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.10 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) -0.01 4-5 >999 240 Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=154(LC 12) Max Uplift 3=-45(LC 18), 4=-83(LC 1), 5=-341(LC 12) Max Grav 3=32(LC 10), 4=44(LC 12), 5=536(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-345/418 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 4-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=341. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086967 76951 JA5 Jack -Open 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:36 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-28hfvEmDo_u_iMSE1 ywvWaxQ9ZVgL4_fBOfR??ylgaL 7-0-0 Scale = 1:26.5 2x3 11 2-0-0 4- 7-0-0 2-0-0 4- 4-8-0 Plate Offsets (X,Y)-- [6:0-3-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.06 4-5 >992 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.07 4-5 >822 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.17 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-14 oc bracing. REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=226(LC 12) Max Uplift 3=-153(LC 12), 4=-20(LC 9), 5=-207(LC 12) Max Grav 3=165(LC 17), 4=71(LC 3), 5=451(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-341/286 BOT CHORD 5-6=-253/302 WEBS 2-5=-448/407 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 3=153, 5=207. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086968 76951 JB Jack -Open 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:37 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-W KE 17ZmrZIOrKV 1 QbfS83oTjjzun4Y7oQg0_XRyIgaK -2-6-0 1-9-0 Plate Offsets (X,Y)-- [2:0-0-15,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.00 4-7 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.00 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-12(LC 1), 2=-394(LC 12), 4=-36(LC 1) Max Grav 3=44(LC 12), 2=379(LC 1), 4=79(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:14.6 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-6-0 to 0-3-0, Interior(1) 0-3-0 to 1-8-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=394. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086969 76951 JB5 Jack -Open 12 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 4x5 = 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:37 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-W KE 17ZmrZIOrKV 1 QbfS83oTehznh4Y7oQg0_XRyIgaK 5-0-0 Scale = 1:26.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.03 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.06 3-4 >908 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.16 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.07 3-4 >827 240 Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP M 30 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=159(LC 12) Max Uplift 4=-3(LC 12), 2=-176(LC 12), 3=-25(LC 12) Max Grav 4=216(LC 1), 2=192(LC 17), 3=93(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-3-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except Qt=lb) 2=176. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086970 76951 JC3 Jack -Open 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:38 2020 Page 1 I D:HvXI BCCVKC?5TDROaVGNYBymOmh-?XoPKvnTKb8iyfcd9NzNc?Og6N9BpzayfK8X4uylgaJ 2-10-0 5-2-0 5-6-0, 2-10-0 2-4-0 -4-0 Scale = 1:22.4 g 3x4 2x3 2-6-0 2 10- 2-6-0 -4-0 5-2-0 2-4-0 6-0 4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.12 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 6-7. REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=181(LC 12) Max Uplift 4=-77(LC 9), 8=-308(LC 12) Max Grav 4=84(LC 10), 5=8(LC 3), 8=511(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/204 BOT CHORD 1-8=-206/252 WEBS 2-8=-368/387 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 5-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 8=308. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086971 76951 JC5 Jack -Partial 5 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:38 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-?XoPKvnTKb8iyfcd9NzNc?Ov6NBvpzWyfK8X4uyigaJ 2-9-13 2-1p-0 5-2-0 6-2-4 2-9-13 0- -3 2-4-0 1-0-4 1-3-12 0 0 N Scale = 1:26.5 3X4 — 8 3x4 II 2x3 11 2-6-0 2 10- 5-2-0 7-6-0 2-6-0 -4- 2-4-0 2-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.11 7 >489 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.12 7 >462 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.16 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 5-6. REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=247(LC 12) Max Uplift 4=-151(LC 12), 8=-289(LC 12) Max Grav 4=173(LC 17), 5=48(LC 3), 8=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-341/289 BOT CHORD 1-8=-277/323 WEBS 2-8=-498/401 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 7-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=151,8=289. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086972 76951 JD JACK -OPEN 8 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:39 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-TjMoYFo55vGZZpBpi4Uc8DZ8ameYYRd5u_t5cKylgal 1-0-0 3x4 7.00 12 3x4 11 Scale = 1:15.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SIP No.3 BOT CHORD REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=28(LC 12) Max Uplift 2=-53(LC 12), 3=-26(LC 12) Max Grav 4=43(LC 18), 2=41(LC 17), 3=19(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086973 76951 JP3 JACK -OPEN 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 4 3x4 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:39 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-TjMoYFo55vGZZpBpi4Uc8DZ2pmYPYRd5u_t5cKylgal 3-0-0 Scale = 1:21.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.01 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.07 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SIP No.3 BOT CHORD REACTIONS. (size) 4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=93(LC 12) Max Uplift 4=-37(LC 8), 2=-116(LC 12), 3=-80(LC 12) Max Grav 4=126(LC 1), 2=111(LC 17), 3=55(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except Qt=lb) 2=116. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086974 76951 JU JACK -OPEN 32 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:40 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-xvwAlbpjsDOQBzl?Gn?rhQ5GeAy6HusF6ede8mylgaH 1-6-0 1-6-0 3x4 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. M N V W 6 Scale = 1:9.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.00 3 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SIP No.3 BOT CHORD 2x4 SIP No.3 REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=109(LC 1), 3=125(LC 12) Max Uplift 2=-124(LC 12) Max Grav 2=134(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/158 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=124. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086975 76951 K Hip 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:40 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-xvwAlbpjsDOQBzl?Gn?rhQ59QAv4HrZF6ede8mylgaH 2-10-0 5-6-13 9-6-0 11-6-0 18-6-0 2-10-0 2-8-13 3-11-3 2-0-0 7-0-0 4x5 = 4x5 = 4 15 Scale = 1:36.4 11 3x6 = 73x4 3x4 = 2x3 II 3x4 = 4x4 = 2-6-0 2-10 9-6-0 11-6-0 18-6-0 2-6-0 0-4- 6-8-0 2-0-0 7-0-0 Plate Offsets (X,Y)--[4:0-3-0,0-2-0],[5:0-3-0,0-2-0],[6:0-3-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.08 7-8 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.19 7-8 >971 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.12 7-8 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 7=0-8-0, 11=0-8-0 Max Horz 11=-198(LC 10) Max Uplift 7=-313(LC 12), 11=-584(LC 12) Max Grav 7=675(LC 1), 11=977(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/56, 2-3=-700/319, 3-4=-686/359, 4-5=-687/417, 5-6=-717/360, 6-7=-704/390 BOT CHORD 1-11=-39/317, 9-11 =-1 72/438, 8-9=-158/482 WEBS 3-9=-104/258, 6-8=-101/399, 2-11=-917/712 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight: 97 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 2-10-0, Interior(1) 2-10-0 to 9-6-0, Exterior(2) 9-6-0 to 15-8-15, Interior(1) 15-8-15 to 18-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 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.Opsf 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 Ot=lb) 7=313, 11=584. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086976 76951 KJ2 Diagonal Hip Girder 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:41 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-P6UYzxpLdW W Hp7KBgV W4DeeSsaleOl FOLI MCgCylgaG 3-2-10 6-1-8 3-2-10 2-10-14 Scale = 1:18.5 2x3 11 3x4 = 3-6-1 3-11-11 6-1-8 3-6-1 0-5-10 2-1 -1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 TCDL 15.0 Lumber DOL 1.25 BC 0.24 BCLL 0.0 Rep Stress Incr NO WB 0.25 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 6=0-11-5, 5=Mechanical Max Horz 6=142(LC 8) Max Uplift 3=-135(LC 17), 6=-1029(LC 8), 5=-565(LC 1) Max Grav 3=104(LC 24), 6=1129(LC 31), 5=217(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-429/606 BOT CHORD 1-6=-499/427, 5-6=-499/284 WEBS 2-6=-834/672, 2-5=-370/651 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.01 5-6 >999 240 MT20 244/190 Vert(CT) 0.01 5-6 >999 240 Horz(CT) -0.01 3 n/a n/a Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=135, 6=1029, 5=565. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 68 lb up at 5-0-7, and 211 lb down and 347 lb up at 5-0-7 on top chord, and 106 lb down and 146 lb up at 2-2-8, 106 lb down and 146 lb up at 2-2-8, and 19 lb down and 28 lb up at 5-0-7, and 192 lb down and 335 lb up at 5-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-7=-20 Concentrated Loads (lb) Vert: 10=179(B) 11=-211(F=-106, B=-106) 12=199(F=-0, B=199) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086977 76951 KJ5 DIAGONAL HIP GIRDER 9 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:42 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-tl2wAHq_Oge8QHvOOC 1 JmrBV4_ZAlksYay6lDfylgaF 3-11-11 5-5-2 7-1-6 10-6-8 3-11-11 1-5-7 1-8-4 3-5-2 Scale = 1:24.6 onY - 6 one —4 2x3 11 3-6-0 11-1 7-1-6 10-6-8 3-6-0 -5-11 3-1-11 3-5-2 Plate Offsets (X,Y)-- [1:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.12 5-6 >644 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.26 5-6 >297 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) -0.09 5-6 >830 240 Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SIP No.3 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-11-5 Max Horz 6=246(LC 8) Max Uplift 3=-168(LC 8), 4=-269(LC 17), 6=-1184(LC 8) Max Grav 3=217(LC 28), 6=1141(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-395/838, 2-3=-287/183 BOT CHORD 1-6=-730/438, 5-6=-730/192 WEBS 2-5=-199/756, 2-6=-820/549 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=168, 4=269, 6=1184. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 360 lb up at This item has been 5-0-7, 220 lb down and 360 lb up at 5-0-7, and 138 lb down and 82 lb up at 7-10-6, and 138 lb down and 82 lb up at 7-10-6 on top electronically signed and chord, and 106 lb down and 146 lb up at 2-2-8, 106 lb down and 146 lb up at 2-2-8, 242 lb down and 338 lb up at 5-0-7, 242 lb sealed by Lee, Julius, PE down and 338 lb up at 5-0-7, and 70 lb up at 7-10-6, and 70 lb up at 7-10-6 on bottom chord. The design/selection of such using a Digital Signature. connection device(s) is the responsibility of others. Printed copies of this 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) on any electronic copies. Vert: 1-3=-70, 4-7=-20 Concentrated Loads (lb) Julius Lee PE No. 34869 Vert: 10=370(F=185, B=185) 12=-211(F=-106, B=-106) 13=405(F=203, B=203) 14=84(F=42, B=42) MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANSYTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086978 76951 KJ5C Diagonal Hip Girder 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:43 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-LUc1 Ndre98m?2QUaxwYY13jh3OsrUAghocr115ylgaE 3-10-11 3-1 j t11 7-2-3 8-8-10 10-6-8 3-10-11 0-i-0 3-2-8 1-6-7 1-9-15 Scale = 1:24.6 "� — 9 3x8 = 3x5 3-6-1 11-1 7-2-3 10-6-8 3-6-1 -5-10 3-2-8 3-4-6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 15.0 Lumber DOL 1.25 BC 0.71 BCLL 0.0 Rep Stress Incr NO WB 0.37 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SIP M 30 BOT CHORD 2x4 SIP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 9=0-11-5 Max Horz 9=246(LC 24) Max Uplift 4=-119(LC 8), 5=-254(LC 17), 9=-1300(LC 8) Max Grav 4=144(LC 28), 5=229(LC 22), 9=1484(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-471/873, 2-3=-482/595 BOT CHORD 1-9=-724/457, 8-9=-724/211, 7-8=-459/124, 3-7=-415/134, 6-7=-933/669 WEBS 3-6=-698/973, 2-9=-1075/827, 2-8=-401/646 0 0 N DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.10 8 >777 240 MT20 244/190 Vert(CT) 0.11 8 >704 240 Horz(CT) -0.13 5 n/a n/a Weight: 48 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=119, 5=254, 9=1300. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 360 lb up at 5-0-7, 220 lb down and 360 lb up at 5-0-7, and 164 lb down and 171 lb up at 7-10-6, and 164 lb down and 171 lb up at 7-10-6 on top chord, and 106 lb down and 146 lb up at 2-2-8, 106 lb down and 146 lb up at 2-2-8, 191 lb down and 338 lb up at 5-0-7, 191 lb down and 338 lb up at 5-0-7, and at 7-10-6, and at 7-10-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-110, 8-10=-20, 5-7=-20 Concentrated Loads (lb) Vert: 13=370(F=185, B=185) 14=117(F=59, B=59) 15=-211(F=-106, B=-106) 16=405(F=203, B=203) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086979 76951 KJA Diagonal Hip Girder 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL ADEQUATE SUPPORT REQUIRED 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:43 2020 Page 1 I D:HvXI BCCVKC?5TDROaVGNYBymOmh-LUclNdre98m?2QUaxwYYl3joSO?RU Fchocr115ylgaE -3-6-7 2-4-15 3-6-7 2-4-15 Scale = 1:16.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.01 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.02 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 5 >999 240 Weight: 14 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) 1=Mechanical, 2=0-10-15. (lb) - Max Horz 2=138(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 2=-253(LC 8), 4=-126(LC 17) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 4 except 2=621(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) Gable studs spaced at 2-0-0 oc. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3 except Qt=lb) 2=253, 4=126. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 164 lb up at 1-6-1, and 80 lb down and 43 lb up at 1-6-1 on top chord, and 144 lb down and 115 lb up at 1-6-1, and 9 lb down and 11 lb up at 1-6-1 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: 1-6=-92, 3-6=-70, 4-5=-20 Concentrated Loads (lb) Vert: 10=69(B) 11=53(F=-4, B=58) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086980 76951 KJC Diagonal Hip Girder 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:44 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-pg9gbzsEwRusga3mVd4nrGGxznliDf8g1 GbsHXylgaD 3-5-7 6-7-2 3-5-7 3-1-11 Scale = 1:19.5 2x3 11 3x4 = 3-6-1 3 11-11, 6-7-2 3-6-1 0-5-10 2-7-7 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 15.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr NO WB 0.24 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 6=0-11-5, 5=Mechanical Max Horz 6=154(LC 8) Max Uplift 3=-78(LC 17), 6=-983(LC 8), 5=-454(LC 1) Max Grav 3=67(LC 26), 6=1076(LC 31), 5=171(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-427/626 BOT CHORD 1-6=-517/424, 5-6=-517/270 WEBS 2-6=-760/621, 2-5=-326/625 I� 0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.02 5-6 >999 240 MT20 244/190 Vert(CT) 0.02 5-6 >999 240 Horz(CT) -0.01 3 n/a n/a Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 6=983, 5=454. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 lb down and 70 lb up at 5-0-7, and 220 lb down and 360 lb up at 5-0-7 on top chord, and 106 lb down and 146 lb up at 2-2-8, 106 lb down and 146 lb up at 2-2-8, and 18 lb down and 28 lb up at 5-0-7, and 191 lb down and 338 lb up at 5-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-7=-20 Concentrated Loads (lb) Vert: 10=185(B) 11=-211(F=-106, B=-106) 12=202(F=-0, B=203) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 ANSYTPIf Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086981 76951 MV2 Valley 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 -i 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:45 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-Htj3oJtsglOjHkez3Lb000p97Bipy96_GvKPpylgaC 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SIP No.3 BOT CHORD 2x4 SIP No.3 REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0 Max Horz 1=49(LC 12) Max Uplift 1=-17(LC 12), 2=-50(LC 12) Max Grav 1=66(LC 17), 2=59(LC 17), 3=29(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:8.6 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086982 76951 MV4 Valley 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:46 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-m3HROetUR38avuD9d26FwhLEPb?EhcL7VZ4zMQylgaB 4-0-0 3x4 11 2 3x4 i 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SIP No.3 BOT CHORD REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=110(LC 12) Max Uplift 1=-38(LC 12), 3=-103(LC 12) Max Grav 1=150(LC 17), 3=168(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:14.5 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 3-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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.Opsf 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 100 lb uplift at joint(s) 1 except Qt=lb) 3=103. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086983 76951 MV6 Valley 4 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:46 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-m3HROetUR38avuD9d26FwhLHlblkhbo7VZ4zMQylgaB 6-0-0 6-0-0 5 4 3x4 fi 2x3 II 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SIP No.3 BOT CHORD OTHERS 2x4 SIP No.3 REACTIONS. (size) 1=6-0-0, 4=6-0-0, 5=6-0-0 Max Horz 1=177(LC 12) Max Uplift 4=-69(LC 12), 5=-206(LC 12) Max Grav 1=79(LC 18), 4=113(LC 17), 5=337(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-388/334 Scale = 1:20.3 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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.Opsf 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 100 lb uplift at joint(s) 4 except Qt=lb) 5=206. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BELAND T21086984 76951 MV8 Valley 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:47 2020 Page 1 ID:HvXI BCCVKC?5TDROaVGNYBymOmh-EFrpD_u6CMGRX2oLAmdUTvuOF?LIQ2eHjDpWusylgaA 8-0-0 8-0-0 3x4 2x3 5 43x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SIP No.3 BOT CHORD OTHERS 2x4 SIP No.3 REACTIONS. (size) 1=8-0-0, 4=8-0-0, 5=8-0-0 Max Horz 1=243(LC 12) Max Uplift 4=-93(LC 12), 5=-283(LC 12) Max Grav 1=112(LC 1), 4=151(LC 17), 5=464(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-316/292 WEBS 2-5=-524/421 Scale = 1:26.9 PLATES GRIP MT20 244/190 Weight: 33 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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.Opsf 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 100 lb uplift at joint(s) 4 except Qt=lb) 5=283. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086985 76951 MV9 Valley 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 i 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:47 2020 Page 1 ID:HvXIBCCVKC?5TDROaVGNYBymOmh-EFrpD_u6CMGRX2olAmdUTvuLg?KXQ1 VHjDpWusylgaA 9-6-0 2x3 11 4 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SIP No.3 BOT CHORD OTHERS 2x4 SIP No.3 REACTIONS. (size) 1=9-6-0, 4=9-6-0, 5=9-6-0 Max Horz 1=293(LC 12) Max Uplift 4=-115(LC 12), 5=-330(LC 12) Max Grav 1=145(LC 1), 4=237(LC 17), 5=562(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-348/324 WEBS 2-5=-595/453 Scale: 3/8"=1' PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 9-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=115, 5=330. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek® 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086986 76951 MV10 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 3x4 i 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:45 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-Htj3oJtsglOjHkez3Lb000p_zBdny7w_GvKPp_ylgaC 10-0-0 10-0-0 5 2x3 I 4 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SIP No.3 TOP CHORD BOT CHORD 2x4 SIP No.3 WEBS 2x4 SIP No.3 BOT CHORD OTHERS 2x4 SIP No.3 REACTIONS. (size) 1=10-0-0, 4=10-0-0, 5=10-0-0 Max Horz 1=31O(LC 12) Max Uplift 4=-121(LC 12), 5=-349(LC 12) Max Grav 1=154(LC 1), 4=254(LC 17), 5=602(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-363/342 WEBS 2-5=-627/471 Scale = 1:32.8 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 9-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=121,5=349. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086987 76951 P HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:48 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-iSPBRKvkzgOH8CNYkT8j?6RVoPg99ltQytz3Qlylga9 7-0-0 13-8-0 20-8-0 7-0-0 6-8-0 7-0-0 Scale = 1:39.8 5x8 MT18HS = 5x8 MT18HS = 12 1314 15 5x6 M c Jl0 - 4x6 11 4x4 = 4x8 = 4x6 11 7-0-0 13-8-0 20-8-0 7-0-0 6-8-0 7-0-0 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-5-8,0-2-0], [3:0-5-8,0-2-0], [4:Edge,0-1-12], [5:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.19 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.12 5-6 >999 240 MT18HS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. WEBS 1 Row at midpt 2-6 REACTIONS. (size) 9=0-8-0, 5=0-8-0 Max Horz 9=-165(LC 10) Max Uplift 9=-851(LC 12), 5=-851(LC 12) Max Grav 9=917(LC 1), 5=917(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1036/1549, 2-3=-849/1473, 3-4=-1038/1550, 1-9=-850/1198, 4-5=-849/1194 BOT CHORD 6-8=-1207/790 WEBS 2-8=-359/157, 3-6=-374/160, 1-8=-988/678, 4-6=-984/679 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-0-0, Exterior(2) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 13-8-0, Exterior(2) 13-8-0 to 17-10-15, Interior(1) 17-10-15 to 20-6-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) sealed by Lee, Julius, PE 9=851, 5=851. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANS17TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086988 76951 P1 HIP 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 4-7-12 4-7-12 3x4 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:49 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-AezZegwN k_W8mLyklAfyYKzf6oxgupjaBXldylylga8 9-0-0 11-8-0 16-0-4 20-8-0 4-4-4 2-8-0 4-4-4 4-7-12 4x4 = 4x4 = 3 1314 4 u O 116x8 = 3x4 = 4x8 = 3x4 = 6x8 = 9-0-0 11-8-0 20-8-0 9-0-0 2-8-0 9-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 7=0-8-0 Max Horz 11=-213(LC 10) Max Uplift 11=-851(LC 12), 7=-851(LC 12) Max Grav 11=917(LC 1), 7=917(LC 1) Scale = 1:42.6 M T CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.86 Vert(LL) 0.48 10-11 >505 240 MT20 244/190 BC 0.62 Vert(CT) -0.30 7-8 >819 240 WB 0.66 Horz(CT) -0.02 7 n/a n/a Matrix -MS Weight: 124 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-183/375, 2-3=-968/1499, 3-4=-872/1366, 4-5=-968/1499, 5-6=-183/375, 1-11=-246/311, 6-7=-246/311 BOT CHORD 10-11 =-1 087/768, 8-1 0=-1 039/702, 7-8=-1077/768 WEBS 2-10=-276/135, 3-10=-559/231, 4-8=-559/231, 5-8=-276/135, 2-11=-960/1168, 5-7=-960/1168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-0-0, Exterior(2) 9-0-0 to 16-1-10, Interior(1) 16-1-10 to 20-6-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=851, 7=851. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086989 76951 P2 Common 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:50 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-egXyrOw?VHe?OV WwsuAB5XWvUCNjdl IjPB2AVBylga7 5-3-12 6-11-13 10-4-0 13-8-3 15-4-4 20-8-0 5-3-12 1-8-1 1-8-1 5-3-12 4x5 11 4x4 . 10 ' ' 6 3x6 II 4x8 — 3x6 = 4x8 = 3x6 Scale: 1/4"=1' 6-11-13 13-8-3 20-8-0 6-11-13 6-8-5 6-11-13 Plate Offsets (X,Y)-- [1:0-1-0,0-1-8],[5:0-1-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.08 7-9 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.12 7-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.04 7-9 >999 240 Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins, BOT CHORD 2x4 SIP M 30 except end verticals. WEBS 2x4 SIP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 10=0-8-0, 6=0-8-0 Max Horz 10=244(LC 11) Max Uplift 10=-434(LC 12), 6=-434(LC 12) Max Grav 10=917(LC 1), 6=917(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1225/566, 2-3=-1460/805, 3-4=-1460/805, 4-5=-1225/566, 1-10=-1047/524, 5-6=-1047/524 BOT CHORD 9-10=-212/336, 7-9=-186/689 WEBS 3-7=-394/710, 4-7=-684/469, 3-9=-394/710, 2-9=-684/469, 1-9=-284/772, 5-7=-284/772 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0, Interior(1) 13-4-0 to 20-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) This item has been 10=434, 6=434. electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086990 76951 PBA Piggyback 14 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:50 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-egXyrOw?VHe?OV WwsuAB5XWxoCPYdPgj PB2AVBylga7 8-1-0 16-2-0 8-1-0 8-1-0 Scale = 1:30.7 4x4 — 3x4 — 10 9 8 3x4 — 2x3 11 2x3 11 2x3 11 16-2-0 16-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 60 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-6-15. (lb) - Max Horz 2=-187(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 10=-263(LC 12), 8=-263(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=294(LC 1), 10=434(LC 17), 8=433(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 3-10=-462/327, 5-8=-462/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 8-1-0, Exterior(2) 8-1-0 to 11-1-0, Interior(1) 11-1-0 to 15-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9 except (jt=lb) 10=263, 8=263. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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 ANS17TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BELAND T21086991 76951 PBB Piggyback 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:51 2020 Page 1 I D: HvXIBCCVKC?5TDROaVGNYBymOmh-615K3MxdGbns?f56PbiQdl26YcknMs4sernj 1 dylga6 8-0-0 8-2 0 16-2-0 8-0-0 0- - 8-0-0 Scale = 1:30.9 4x4 = 3x4 = 10 9 8 3x4 = 2x3 2x3 2x3 II 16-2-0 16-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 60 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-6-15. (lb) - Max Horz 2=187(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9 except 10=-263(LC 12), 8=-263(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=294(LC 1), 10=434(LC 17), 8=433(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 3-10=-462/327, 5-8=-462/327 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 8-1-0, Exterior(2) 8-1-0 to 11-1-0, Interior(1) 11-1-0 to 15-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 9 except (jt=lb) 10=263, 8=263. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086992 76951 PBC Piggyback 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 6-0-0 3x6 — 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:52 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-aDeiGiyF1 vvjdpgJzJDfAybKg04v5JXOtVXHZ4ylga5 10-2-0 16-2-0 2x3 11 3x6 = 3x4 — 12 11 10 3x4 — 2x3 11 2x3 11 2x3 I Scale = 1:27.7 16-2-0 16-2-0 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.00 9 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 9 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 58 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SIP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SIP No.3 REACTIONS. All bearings 14-6-15. (lb) - Max Horz 2=-138(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-105(LC 12), 8=-105(LC 12), 11=-138(LC 9), 12=-199(LC 12), 10=-199(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 2, 8 except 11=278(LC 1), 12=371(LC 17), 10=368(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 3-12=-357/285, 7-10=-358/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 6-0-0, Exterior(2) 6-0-0 to 14-4-15, Interior(1) 14-4-15 to 15-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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.Opsf 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 105 lb uplift at joint 2, 105 lb uplift at This item has been joint 8, 138 lb uplift at joint 11, 199 lb uplift at joint 12 and 199 lb uplift at joint 10. electronically signed and 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building sealed by Lee, Julius, PE designer. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086993 76951 PBD Piggyback 2 1 Job Reference (optional) `0 a Chambers Truss, Inc., Fort Pierce, FL 4x4 = 12 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:53 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-2PC4U2ztoC1 aFzFVXOkuiA8SBQQDgmg969Gg5Wylga4 16-2-0 2x3 11 13 4x4 = 3x4 = 10 9 8 3x4 = 2x3 11 20 11 2x3 11 Scale = 1:27.7 T N N Io 0 16-2-0 16-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 7 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-6-15. (lb) - Max Horz 2=-89(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-119(LC 12), 6=-119(LC 12), 9=-257(LC 9), 10=-135(LC 12), 8=-135(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 2, 6 except 9=403(LC 21), 10=330(LC 17), 8=317(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown WEBS 4-9=-328/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 3-3-8, Interior(1) 3-3-8 to 4-0-0, Exterior(2) 4-0-0 to 8-1-0, Interior(1) 8-1-0 to 12-2-0, Exterior(2) 12-2-0 to 15-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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.Opsf 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 119 lb uplift at joint 2, 119 lb uplift at This item has been joint 6, 257 lb uplift at joint 9, 135 lb uplift at joint 10 and 135 lb uplift at joint 8. electronically signed and 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building sealed by Lee, Julius, PE designer. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086994 76951 PBE Piggyback 2 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:54 2020 Page 1 I D: HvXI BCCVKC?5TDROaVGNYBymOmh-XcmShN_VZW9Rs7gh5kF7FNgflplKZCJJKpOOeyylga3 16-2-0 Scale = 1:27.7 7.00 12 4x4 = 11 12 2x3 11 13 14 4x4 = 3x4 = 10 9 8 3x4 = 2x3 11 2x3 11 2x3 11 16-2-0 16-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.00 7 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-5: 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 REACTIONS. All bearings 14-6-15. (lb) - Max Horz 2=41(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-167(LC 8), 8=-169(LC 9), 9=-370(LC 9) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 10=353(LC 1), 8=353(LC 1), 9=618(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-10=-262/280, 5-8=-262/277, 4-9=-492/435 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-8 to 6-2-15, Interior(1) 6-2-15 to 14-2-0, Exterior(2) 14-2-0 to 15-10-8 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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.Opsf 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) 2, 6 except Qt=lb) 10=167, 8=169, 9=370. This item has been 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building electronically signed and designer. sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply BE AND T21086995 76951 V4 Valley 1 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.330 s Jul 22 2020 MiTek Industries, Inc. Fri Aug 21 08:51:55 2020 Page 1 ID: HvXIBCCVKC?5TDROaVGNYBymOmh-?oKrvj_7KgH IUGPueRmMobDtQD5yIhaSZTIxAOylga2 2-0-0 4-0-0 2-0-0 2-0-0 3x6 = 2 3x4 i 3x4 1 Scale = 1:8.5 4-0-0 4-0-0 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=4-0-0, 3=4-0-0 Max Horz 1=-35(LC 10) Max Uplift 1=-62(LC 12), 3=-62(LC 12) Max Grav 1=131(LC 1), 3=131(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=20ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf 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 atjoint(s) 1, 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: August 21,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. 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 property 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 MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. 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