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HomeMy WebLinkAboutTruss® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 510662 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Don Alford Project Name: Alford Residence Model: - Tampa, FL 33610-4115 Lot/Block: - Subdivision: - Address: Parcel ID: 1431-801-0073-000-8, - City: Ft. Pierce 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: FBC2020/TPI2014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 42 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 T22297943 Al 12/29/20 23 T22297965 CAA A 12/29/20 2 T22297944 A2 12/29/20 24 T22297966 CAB B 12/29/20 3 T22297945 A3 12/29/20 25 T22297967 CJ3 12/29/20 4 T22297946 A4 12/29/20 26 T22297968 CJ3A 12/29/20 5 T22297947 A5 12/29/20 27 T22297969 CJ5 12/29/20 6 T22297948 A6 12/29/20 28 T22297970 CJ5A 12/29/20 7 T22297949 A7 12/29/20 29 T22297971 E1 12/29/20 8 T22297950 A8 12/29/20 30 T22297972 E2 12/29/20 9 T22297951 A9 12/29/20 31 T22297973 EA 12/29/20 10 T22297952 A10 12/29/20 32 T22297974 EJ2 12/29/20 11 T22297953 All 12/29/20 33 T22297975 EJ3 12/29/20 12 T22297954 Al2 12/29/20 34 T22297976 EJ4 12/29/20 1.3 T22297955 A13 12/29/20 35 T22297977 EJ5 12/29/20 14 T22297956 A14 12/29/20 36 T22297978 EJ6 12/29/20 15 T22297957 A15 12/29/20 37 T22297979 HA 12/29/20 16 T22297958 B1 12/29/20 38 T22297980 HJ2 12/29/20 17 T22297959 B2 12/29/20 39 T22297981 HJ3 12/29/20 18 T22297960 B3 12/29/20 40 T22297982 HJ4 12/29/20 19 T22297961 B4 12/29/20 41 T22297983 V1 12/29/20 20 T22297962 Cl 12/29/20 42 T22297984 V2 12/29/20 21 T22297963 C2 12/29/20 22 T22297964 CA 12/29/20 The truss drawing(s).referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Company -Palm Bay. 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. Date: Inc: FL Cert 6634 Fast Blvd. TWO FL 33610 Lee, Julius December 29,2020 1 of 1 muu Huss IIusb , ype '� � ury ny 510662 Al ROOF SPECIAL GIRDER 1 T22297943 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:42 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-q_Ulpgb6YZnEBaPZ4gJupzOfUegcEsaP9gGkuy49iN 2 8-0 6-2-11 9-9-5 13�-0 18-0-7 22-10-10 27 8-14 32-7-1 37-7-0 2-8-0 3�-11 3-0-11 3-0-11 4 8-7 4-10 3 4-10-3 4-103 4-11-15 5x6 = 5x6 = Scale=1:65.0 2x4 II 4x8 = 2x4 II 7x8 = 4x8 = 2x4 II 7x8 = 2x4 II I 22 40 45 46 47 48 49 50 51 52 53 54 21 6xB \\ 7x14 MT20HS = 16 15 14 13 12 11 6x6 = 2x4 11 2x4 11 3x4 11 6x16 = 6x12 MT20HS = 5x8 = 2x4 11 6x6 = 18-0-7 22-10-10 2-8-0 4-10-3 4-11-15 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 0.47 Vert(LL) -0.45 17 >985 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.85 17 >528 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.26 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.65 17 >686 240 Weight: 497 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD 2-0-0 oc pudins (4-1-4 max.): 1-10, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-4-6 oc bracing. 17-20,14-16,11-14: 2x4 SP SS WEBS 2x4 SP No.2 REACTIONS. (size) 22=0-8-0, 11=0-4-0 Max Uplift 22=1468(1_C 8), 11=-1390(LC 8) Max Grav 22=2939(LC 1), 11=2916(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2844/1463, 1-2=3592/1817, 2-3=-7513/3761, 3-4=-7513/3761, 4-5=-12501/6144, 5-6=12202/6002, 6-7=9269/4487, 7-8=-7157/3429, 8-9=-7157/3429 BOT CHORD 2-20=-2370/1310, 19-20=-1898/3766, 18-19=5230/10531, 17-18=-5230/10531, 5-17=-309/320, 15-16=399/860, 14-15=-4251/8816, 13-14=4251/8816, 12-13=2032/4248, 11-12=2032/4248 WEBS 1-20=2271/4482, 2-19=-2127/4283, 3-19=-359/300, 4-19=-3470/1690, 4-18=34/334, 4-17=-1040/2243, 15-17=-4246/8707, 6-17=-1601/3121, 6-15=-1965/1214, 7-15=310/534, 7-14=0/392, 7-13=1954/968, 8-13=539/476, 9-13=-1645/3426, 9-12=0/415, 9-11=4947/2374 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except.if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) 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 100 lb uplift at joint(s) except (jt=lb) 22=1468, 11=1390. 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. :ontinued on page 2 v1-1U S'•LEF�i���� • DENS' 3486.9 * •• B ••• 1110 N A' Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 Nat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is alwaysrequiredfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/yrP/I quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 IUD I Muss I cuss type "� Iury Irly T22297943 510662 I Al I ROOF SPECIAL GIRDER 11 I 2 Job Reference Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:42 2020 Page 2 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-q_Ulpgb6YZnEBaPZ4gjupzOfue9cEsaP9gGkuy49iN NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 170 lb up at 1-8-12,135 lb down and 139 lb up at 3-8-12, 135 lb down and 139 lb up at 5-8-12, 135 lb down and 139 lb up at 7-8-12, 135 lb down and 139 lb up at 9-8-12, 135 lb down and 139 lb up at 11-8-12, 142 lb down and 170 lb up at 13-8-12, 142 lb down and 170 lb up at 15-8-0. 142 lb down and 170 lb up at 17-7-4, 142 lb down and 170 lb up at 19-7-4, 142 lb down and 170 lb up at 21-7-4, 142 lb down and 170 lb up at 23-7-4, 142 lb down and 170 lb up at 25-7-4, 142 lb down and 170 lb up at 27-7-4. 142 lb down and 170 lb up at 29-7-4, 142 lb down and 170 lb up at 31-7-4, and 142 lb down and 170 lb up at 33-7-4, and 142 lb down and 170 lb up at 35-7-4 on top chord, and 82 lb down at 1-8-12, 7B lb down and 36 lb up at 3-8-12, 78 lb down and 36 lb up at 5-8-12, 78 lb down and 36 lb up at 7-8-12, 78 lb down and 36 lb up at 9-8-12, 78 lb down and 36 lb up at 11-8-12, 82 lb down at 13-5-12, 82 lb down at 15-8-0, 82 lb down at 17-7-4, 82 lb down at 19-7-0, 82 lb down at 21-7-4, 82 lb down at 23-7-4, 82 lb down at 25-7-4, 82 lb down at 27-7-4, 82 lb down at 29-7-4, 82 lb down at 31-7-4, and 82 lb down at 33-7-4, and 82 lb down at 35-7-4 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: 1-10=-54, 21-22=-20, 17-20=-20, 11-16=-20 Concentrated Loads (lb) Vert: 6=114(B) 17=-58(B) 5=-114(B) 4=-95(B) 18=-78(B) 8=-114(B) 13=58(B) 23=-114(B) 24=-95(B) 25=-95(B) 26=-95(B) 27=95(13) 29=-114(B) 30=-114(B) 31=-114(B)33=-114(B) 34=-114(B)35=-114(B)37=-114(B)3B=-114(B)39=-114(B)40=-58(B)41=-78(B)42=-78(B)43=-78(B)44=-78(B)45=-58(B)46=58(B) 47=-58(B)48=-58(B)49=-58(B)50=-58(B)51=58(13) 52=-58(B) 53=-58(B)54=-58(B) A& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rP/l Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 ruu nus� Iuas type z 7 ury riy 510662 A2 Half Hip 1 1 T22297944 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:55 2020 Page 1 I D:KPxFgN5RYrj4wR2Ues2isEy8Mhv-xUmDYHIG VZQOFau3LujmwYOaDk3Q960VOgUShey49iA ,1-6-122�-0 8-0-0 13-4-0 , 19-3-14 25-3-12 31-3-10 37-7-0 1-0-121-1� 5�-0 54-0 5-11-14 5-11-14 5-11-14 6& Scale = 1:66.1 5.00 12 5x6 = 4x6 = 2x4 11 4x6 = 5x8 = 2x4 11 5x8 = 2x4 11 4x6 - 2 3 0 4 5 6 7 8 9 17 15 6x8 \\ 16 6x12 MT20HS = Zu 19 18 "^" — 14 13 3x6 II 2x4 11 3x4 11 5x8 = 4x8 = 8-0-0 lisn 12 11 lu 5x8 = 2x4 11 6x6 = 5-11-14 6-3-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.61 BC 0.80 WB 0.99 Matrix -MS' DEFL. in (loc) I/deft Lid Vert(LL) -0.34 14 >999 360 Vert(CT) -0.64 13-14 >700 240 Horz(CT) 0.22 10 n/a n/a Wind(LL) 0.46 14 >965 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 235 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc pudins (2-5-12 max.): 2-9. 15-17: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 4-7-5 cc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 8-10 REACTIONS. (size) 10=0-4-0, 20=0-8-0 Max Horz 20=32(LC 12) Max Uplift 10=623(LC 12), 20=616(LC 12) Max Grav 10=1380(LC 1). 20=1380(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-498/271, 2-3=-1155/664, 3-4=-2973/1523, 4-5=2973/1523, 5-6=-4236/2123, 6-7=2915/1421, 7-8=-2915/1421, 1-20=-1349/718 BOT CHORD 3-17=-1163f708, 16-17=-708/1231, 15-16=-2151/4303, 5-15=-88/437, 12-13=1627/3319, 11-12=-911/1858,10-11=-911/1858 WEBS 2-19=-1604/875, 17-19=359/641, 2-17=-107211917, 3-16=928/1986, 4-16=-297/282, 5-16=-1507/732, 13-15=-1560/3157, 6-15=545/1009, 6-13=506/390, 6-12=-483/246, 7-12=313/274, 8-12=-622/1265, 8-11=01262, 8-10=-2177/1064, 1-19=-598/1176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-6-12, Extedor(2R) 1-6-12 to 6-10-8, Interior(1) 6-10-8 to 37-5-4 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 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=623,20=616. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • No 34869 I9 -•1/11117►s•- Jullus Lee PE ND.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. December 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP/1 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, MO 20601 Tampa, FL 36610 wu i cuss i IUJs i ype I 1 ury rry T22297945 i10662 A3 Half Hip 1 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:57 2020 Page 1 I D:KPxFgN5RYd4wR2Ues2isEy8Mhv-usuzzzn WOAg6Uu2STJmE?z5yeXmtd3Hos_zZmXy49i8 2-8-0-1 8-5-0 13�-0 19-0-14 25-3-12 31.3-10 37-7-0 2$-0 0-10- 2 4-10-10 4-10-10 5-11-14 5-11-14 5-11-14 63-0 5.00 N 4 11 5x6 = 4x6 Scale=1:66.1 3x4 = 2x4 II 5x8 = 2x4 II 5x8 = 2x4 II 19 18 4x4 = 14 13 12 11 10 6x6 = 2x4 II 2x4 II 5x6 = 5x8 = 2x4 II 6x6 , 2�-0 856 134-0 19-3-14 25-0-12 31.3-10 37-7-0 211 5-9-0 4-10-10 5-11-14 5-11-14 5-11-14 63-0 Plate Offsets (X,Y)—[3:0-3-0,0-2-4],[6:0-4-0,0-3-0],[8:0-4-0,0-3-0],[12:0-4-0,0-3-0] [15:0-2-12 0-2-12] [17:0-2-8,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.21 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.41 13-14 >999 240 BCLL 0.0 Rep Stress ]nor YES WB 0.81 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.29 5 >999 240 Weight: 243 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc puriins (3-0-8 max.): 3-9. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. WEBS 1 Row at micipt 8-10 REACTIONS. (size) 10=0-4-0, 19=0-8-0 Max Holz 19=77(LC 12) Max Uplift 10=628(LC 12), 19=611(LC 12) Max Grav 10=1380(LC 1), 19=1380(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1027/582, 2-3=1021/625, 34=2408/1313, 4-5=-3156/1648, 5-6=3129/1638, 6-7=2407/1201, 7-8=-2407/1201, 1-19=-1352l777 BOT CHORD 16-17=-712/1144, 15-16=1313/2408, 5-15=-284/249, 12-13=-1386/2740, 11-12=764/1536, 10-11=-764/1536 WEBS 3-17=-777/423,3-16=759/1596,4-16=-839/533,4-15=-444/935,13-15=-1326/2587, 6-15=-299/461, 6-13=-320/306, 6-12=425/236, 7-12=-312/273, 8-12=-565/1114, 8-11 =0/263, 8-1 0=1 921/952, 1-17=-700/1289 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-6-12, Extedor(2R) 3-6-12 to 8-10-8, Interior(1) 8-10-8 to 37-5-4 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) except at --lb) 10=628, 19=611. 7) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. I9 �� G E N,9 '• , • • �` F••' 0 • N 34869 i '111111111104 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 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 p�• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 wu Huss rr uss Type ' / ry uty r T22297946 310662 A4 Roof Special 1 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:58 2020 Page 1 ID:KPxFgN5RYd4wR2Ues2isEy8Mhv-M3SLAJn8nUoz62de01 HTYBe5xx2pMb4x4ei7lzy4917 Ski 12 12-0-15 18-7-1 25-1 29-1 4 33-2-0 37-7-0 5T 6 6-3 6 6-3 6-6-3 4-0-0 4-1-2 4�-10 5.00 12 5x6 = 3x4 = 5x6 = 5x6 = Scale=1:66.1 N 3x6 11 4x8 = , 6x8 = 5xB = 4x4 = 6x6 5.6-12 154-0 25-1-4 29-1.4 37-7-0 5-0-12 9-94 9-9-4 4-0-0 B-5-12 Plate Offsets (X,Y)— [2:0-3-0,0-2-4), [4:0-3-0,0-3-0], [5:0-3-0,0-2-4], [11:0-4-0,0-3-0), [12:0-4-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.31 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.57 11-12 >790 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.19 11-12 >999 240 Weight 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc pudins, BOT CHORD 2x4 SP SS *Except* except end verticals, and 2-0-0 oc pudins (3-4-7 max.): 2-5, 6-8. 9-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-13, 4-11, 7-9 REACTIONS. (size) 9=0-4-0, 14=0-8-0 Max Horz 14=73(LC 11) Max Uplift 9=-623(LC 12), 14=-616(LC 12) Max Grav 9=1554(LC 18), 14=1586(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14967734, 2-3=1348/744, 3-4=2577/1258, 4-5=2372/1212, 5-6=2604/1267, 6-7=-2663/1248, 1-14=15331790 BOT CHORD 12-13=-1117/2297, 11-12=1290/2607, 10-11=-1228/2630, 9-10=-759/1462 WEBS 2-13=0/345, 3-13=-1303/611, 3-12=-98/611, 4-11=-477/223, 5-11=-197/743, 6-11=-377/177, 6-10=-903/536, 7-10=667/1639, 7-9=-1948/1036, 1-13=-678/1541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-1-12 to 3-10-14, Interior(1) 3-10-14 to 5-6-12, Exterior(2R) Uws 5-6-12 to 9-3-14, Interior(1) 9-3-14 to 25-1-4, Extedor(2E) 25-1-4 to 29-1-4, Interior(1) 29-1-4 to 37-5-4 zone; cantilever left and right ♦♦♦ Jv........ •• exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ♦� C E N S ••�` F•••.• 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �♦♦ to the use of this truss component � N 34869 •: 4) Provide adequate drainage to prevent water ponding. = * :• * + 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. 6) ' This truss has been designed for a live load of 20.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 BCDL = 10.0psf. "0 and any other members, with 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=lb) �• •• �[/ 9=623, 14=616. 8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. O R , Q.Q` ••����`' �•� • �I .:...• Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 H� pT 11 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//7P/t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 muU cruse Imusu Iype wly rry T22297947 510662 A5 Roof Special 1 1 Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:59 2020 Page 1 ID:KPxFgN5RYd4wR2Ues2isEy8Mhv-gFOjNeomYnwpkBCgakoi4OACOLN65714JI SggPy49i6 6-7-12 13-11-12 1 10-12 19-0-0 23-1-4 31-1-4 37-7-0 6-7-12 7-4-0 11- 4-1-4 4-1-4 8-0-0 6-5-12 5.00 12 5x6 = 5x6 = 5x6 = ' 3x4 = 54 = Scale=1:67.3 3x6 11 4xB = 5x8 = 6x8 = 5x6 = 3x6 11 -7-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES 'Code FBC2020/TPI2014 CS1. TC 0.88 BC 1.00 WB 0.68 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Ud -0.29 11-12 >999 360 -0.49 11-12 >909 240 0.10 9 n/a n/a 0.21 10-11 >999 240 PLATES GRIP MT20 244/190 Weight: 231 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 6-7: 2x4 SP SS 2-0-0 oc pudins (2-7-11 max.): 2-3, 4-6, 7-8. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-13, 7-11, 8-10 REACTIONS. (size) 9=0-4-0, 14=0-8-0 Max Horz 14=-119(LC 10) Max Uplift 9=618(LC 12), 14=-021(LC 12) Max Grav 9=1590(LC 18), 14=15B1(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1596/881, 2-3=-1437/890, 3-4=2497/1445, 4-5=2265/1307, 5-6=2286/1309, 6-7=2545/1306, 7-8=2869/1407, 8-9=1483/796, 1-14=1490/871 BOT CHORD 12-13=-1155/2313, 11-12=1153/2278, 10-11=1371/2BW WEBS 2-13=0/331, 3-13=-1226/597, 3-12=-503/459, 4-12=-453/875, 5-11=-296/125, 6-11=-118/662,7-11=-595/300,7-10=1115f762,8-10=-1537/3130,1-13=-776/1579 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. 11; Exp C; End., GCpi=0.18;.MWFRS C-C Exterior(2E) (directional) and 0-1-12 to 3-10-14, Interior(1) 3-10-14 to 6-7-12, Extedor(2R) 6-7-12 to 10-4-14, Interior(1) 10-4-14 to 14-10-12, Exterior(2R) 14-10-12 to 18-7-14, Interior(1) 18-7-14 vL,U$ J to 23-1-4, Extedor(2R) 23-1-4 ,� ••. �i� to 26-10-6, Interior(1) 26-10-6 to 37-5-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions Lumber DOL=1.60 ,�� .••�G E N S F •••• shown; plate grip DOL=1.60 `� • 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = ' 3486.9 to the use of this truss component 4) Provide adequate drainage to prevent water ponding. = * * = 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for live load : f "0 a 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. 110 •• [(/ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=618, 14=621. 0 10 8) Graphical representation does depict the the • < R �' purlin not size or orientation of the purlin along the top and/or bottom chord. �l �\ ��� Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 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 ANS//TP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ,uu I muss I Truss IWe ' r It1ry IMy T22297948 510662 JA6 I Roof Special Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:00 2020 Page 1 ID: KPxFgN5RYrj4wR2Ues2isEy8Mhv-IRZGb_rOJ52gLLn 18SJxdcjPyllkgSKEYyBDMsy49i5 2-8-0 4-7-12 11-11-12 16-10-12 118-0-0, 21-1-4 , 26-0-0 , 31-10-12 37-7-0 2.8-0 1-11-12 7�-0 4-11-0 1-5-4 2-9-4 5.4-12 5�-12 5-8-4 4x6 Scale = 1:66.6 5x6 = 2x4 11 5x6 = 20 19 ony — oxo — 6x8 = 14 13 6x6 = 2x4 II 2x4 II 5x8 = 5x6 = 6x8 II 6x6 // 11 Io,� q l5. LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.74 BC 0.85 WB 0.66 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.26 12-13 >999 360 -0.48 12-13 >929 240 0.16 11 n/a n/a 0.25 15-16 >999 240 PLATES GRIP MT20 244/190 Weight 244lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or2-11-13 oc pudins, 3-4,7-11: 2x4 SP SS except end verticals, and 2-0-0 oc purlins (3-2-2 max.): 3-4, 5-7. BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied or 5-3-13 oc bracing. 11-12: 2x4 SP SS WEBS 1 Row at midpt 3-16 WEBS 2x4 SP No.2 SLIDER Right 2x4 SP No.2 -t 1-6-0 REACTIONS. (size) 11=0-4-0, 20=0-8-0 Max Horz 20=200(LC 10) Max Uplift 11=-614(LC 12). 20=630(LC 12) Max Grav 11=1624(LC 18). 20=1537(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1129/587. 2-3=-1627/887, 3-4=-3012/1693, 4-5=-3252/1870, 5-6=2310/1415, 6-7=2303/1413, 7-8=-2256/1316, B-9=-2937/1480, 9-11=-3089/1549, 1-20=-1529/805 BOT CHORD 2-18=-1061/591, 17-18=-398/1177, 16-17=-616/1651, 15-16=1016/2310, 12-13=-1169/2447, 11-12=1321/2767 WEBS 2-17=-469/978, 3-17=555/469, 3-16=931/1793, 4-16=1540/1042, 5-16=615/1241, 5-15=-82/269, 13-15=873/2114, 7-15=-402/895, 8-13=-686/421, B-12=-43/413, 1-18=-716/1436 NOTES - I) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-10-14, Interior(1) 3-10-14 to 4-7-12, Exterior(2R) 4-7-12 to 8-4-14, Interior(1) B-4-14 to 16-10-12, Exterior(2R) 16-10-12 to 20-7-14, Interior(1) 20-7-14 to 21-1-4, Extedor(2R) 21-1-4 to 24-10-6, Interior(1) 24-10-6 to 37-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.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 100 lb uplift at joint(s) except at --lb) 11=614, 20=630. 8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. E IV 3486:do Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 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 H 1. 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 ANSIITP11 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 1uu I nubs I truss iypn 510662 I A7 I Roof Special r luty Iriy T22297949 Tibbetts Lumber Company, Palm Bay, FL - 32905, 5.00 u 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:02 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-EghsOggfdlObfxPFsLPi1 onxYWsIL?X?GgKRky4913 19-1-4 19-0-0 2-7-12 6-3-12 9-11-12 14-1-14 18-4-0 18 10 25-2-0 31-2-12 37-7-0 2-7-12 3-B-0 3-8-0 4-2-2 4-2-2 0.6-1 6-0.12 6-0.12 6-4-4 0-1-4 Scale=1:68.7 Sx64= 14 6x6 _ 2x4 II 2x4 11 5x10 = 2x4 II 5x8 II 19-1-4 19-M 2-8-0 9-11-12 18-4-0 18,101 25-2-0 31-2-12 37-7-0 2-B-0 7-3-12 8-0-0 0-6-1 6-0.12 6-0-12 6-4-4 0-1-4 0-1-4 Plate Offsets (X,Y)- [2:0-3-0,0-2-4], [4:0-3-0,Edge], [8:0-3-0,0-3-0], [10:0-4-9 Edge], [12:0-3-4,0-3-0] [15:0-2-8 0-2-8] [17:0-6-0,0-3-8] 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 0.58 Vert(LL) -0.24 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.55 15-16 >811 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wtnd(LL) 0.27 15-16 >999 240 Weight: 229 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purins, 8-10: 2x4 SP SS except end verticals, and 2-0-0 oc purlins (3-2-14 max.): 2-4. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17,10-12: 2x4 SP SS WEBS. 2x4 SP No.2 SLIDER Right 2x4 SP No.2 -t 1-6-0 REACTIONS. (size) 10=0-4-0, 19=0-8-o Max Harz 19=231(LC 10) Max Uplift 10=-611(LC 12), 19=-627(LC 12) Max Grav 10=1390(LC 1). 19=1390(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1035/549, 2-3=-939/545, 3-4=-3053/1633, 4-5=3264/1779, 5-6=-2065/1247, 6-7=-2051/1210,7-8=-2360/1298,8-10=-2686/1407,1-19=1364/734 BOT CHORD 16-17=-965/2119, 15-16=-110212387, 11-12=1188/2409, 10-11=-1185/2410 WEBS 3-17=-1582/908, 4-16=1410/828, 5-16=-432/979, 5-15=796/531, 8-12=-382/259, 6-15=-630/1254,17-19=227/255,1-17=-652/1297,3-16=-562/1250,12-15=974/2108, 7-15=-486/315 NOTES- 1) Unbalanced live loads have been for this design. v��V J roof considered ♦♦♦ ••, 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. ♦ Ci E A1 S+ ' • ••.• 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 2-7-12, Exterior(2R) 2-7-12 to 6-3-12, Interior(1) ♦♦ V` 6-3-12 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-2, interior(1) 22-9-2 to 37-7-0 zone; cantilever left and right exposed ;C-C for members 34869 • �. and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * �• i 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide P' will fit between the bottom chord and any other members. R Q ��,♦♦ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at--lb) 1b) �j�s .. • • •.IV-'-\\�?,♦ 7 ���I,' �' ,,� N A ♦ 8) Graphical purl nrepresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord. th11111/1� Julius Lee PE No.34869 MIT& USA, Inc. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 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 p A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (V I iTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11T1011 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 wu I puss I Ifuss type 310662 I A8 I Roof Special ' I i.try I rly T22297950 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:03 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-iOFEDOrHcOQFCp VcpateFELwTygA1 m9g EwQtrBy49i2 1-2-4 2-8-0 8-6-4 13-5-2 18-4-0 1 -0 0 25-1-3 31-2-5 37-7-0 1-2� 1-5-12 5-10 4 4-10-14 4-10-14 8 6-1-3 6-1-3 6-4-11 5.00 r 4x8 4x8 = Scale = 1:67.8 5x6 = 20 19 18 4x12 = 14 13 12 11 3x6 II 2x4 II 2x4 II 5x10 = 2x4 II 5x8 II 18-4.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.72 BC 0.61 WB 0.85 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wnd(LL) in (loc) I/deft L/d -0.41 15-16 >999 360 -0.91 15-16 >495 240 0.17 10 n/a n/a 0.33 15-16 >999 240 PLATES GRIP MT20 2441190 Weight: 231 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins, 8-10: 2x4 SP SS except end verticals, and 2-0-0 oc purlins (2-7-0 max.): 2-4. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing. 15-17,10-12: 2x4 SP SS WEBS 2x4 SP No.2 SLIDER Right 2x4 SP No.2 A 1-6-0 REACTIONS. (size) 20=0-8-0, 10=0-4-0 Max Horz 20=-232(LC 10) Max Uplift 20=-627(LC 12), 10=-611(LC 12) Max Grav 20=1390(LC 1), 10=1390(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-374/222, 2-3=-1246/666, 3-4=-3371/1716, 4-5=3599/1865, 5-6=-2073/1228, 6-7=-2048/1202, 7-8=-2355/1289, 8-10=-2686/1401, 1-20=-1298/749 BOT CHORD 3-17=-12651828, 16-17=-499/1409, 15-16=-1156/2476, 11-12=-1182/2410, 10-11=1179/2411 WEBS 2-19=1413/663, 17-19=122/554, 2-17=-933/1880, 3-16=-1101/2256, 4-16=-1608/939, 5-16=-458/1153, 5-15=855/566, 6-15=-610/1251, 8-12=391/264, 1-19=617/1106, 12-15=-961/2103,7-15=-489/318 NOTES- �3L1US LFF 1) Unbalanced roof live loads have been considered for this design..•'�G•E ,,,� N S'• �i 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat.F••• • II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 1-2-4, Exterior(2R) 1-2-4 to 4-11-5, Interior(1) ' N 34869 4-11-5 to 19-0-0, Extedor(2R) 19-0-0 to 22-9-2, Interior(1) 22-9-2 to 37-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. f 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for live load . Q �i�'�,c� Q'.•• a 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. ; . • �� ���i,� 7) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) O N A1- E ���/1111 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 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 M iT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 wu nusa nuns Type - t,ery r-ry T22297951 510662 A9 Roof Special 1 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:04 2020 Page 1 I D: KPxFgN5RYd4wR2Ues2isEyBMhv-ACpcRMsvNKY6gz4oNHOtnSu5aM8umCIpTa9RVdy49i1 19-1-6 19-0-0 2-8-0 7.0-12 12-8-6 18.4;0 18 1 25-9-5 29-11-0 2-8.0 44-12 5-7-10 5-7-10 0-6-1 6-7-15 4-1-11 Scale = 1:60.4 04M _ 0-1-6 6x6 = 2x4 II 2x4 11 412 = 2x4 11 18 IQ 2-8-0 7-0-12 12-8-6 18-4-0 1 -0 25-9-5 29-11-0 2-8-0 4-4-12 5-7-10 5-7-10 -8 6-9-5 4-1-11 Plate Offsets (X,Y)— [7:0-1-12,0-3-01, [12:0-3-4,0-2-01, [15:0-6-4 0-2-01 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 0.76 Vert(LL) -0.15 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.28 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 18 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.21 13-14 >999 240 Weight:201 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc pudins (3-4-7 max.): 1-3, 6-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-15 oc bracing. OTHERS 2x8 SP No.2 REACTIONS. (size) 17=0-8-0, 18=0-7-4 Max Horz 17=135(LC 11) Max Uplift 17=-470(LC 12), 18=-487(LC 12) Max Grav 17=1094(LC 1). 18=1064(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-1 7=1 051/606, 1-2=1222/678, 2-3=2732/1381, 34=-2009/1024, 4-5=-1238/736, 5-6=1223/723, 6-7=-697/374 BOT CHORD 2-15=883/519, 14-15=864/1319, 13-14=1490/2688, 12-13=-1028/1812 WEBS 1-15=-875/1573, 2-14=741/1591, 3-14=-648/419, 3-13=939/505, 4-13=-104/528, 4-12=928/545, 6-9=-1015/704, 7-9=643/1211, 5-12=-189/562, 9-12=392/701, 6-12=223/423, 7-18=-1263/718 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 19-0-0, Exterior(2R) 19-0-0 to 22-0-0, Interior(1) 22-0-0 to 29-2-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.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) Bearing atjoint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=470,18=487. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. v�'JU S, :,, •��G E 1V S�••• ' 34869 .` Julius Lee PE No.34869 MITekUSA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 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 Vat building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1V I iTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JUL) i10662 „uss I I fuss I ype Roof Special t lury Iriy T22297952 I I I I IJob Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:44 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEyBMhv-mMc2EWdM4A1yQuYyC51 B_E3e41HZ4BFtsTJNony49iL 28-0 5-0-12 10-11-11 16-10-10 21-1-0 23-9-5 29-11-0 2l-0 21-12 5-10-15 5-10-15 4-2-12 2-7-15 6-1-11 5x6 = 5x6 = 6x8 = 27 6x6 = 2x4 11 2x4 11 2x4 11 Scale = 1:55.6 I9 2 8-0 5-0-12 10-11-11 16-10-10 18 4 20-4-0 1-1 219-0 3-9- 29-11-0 2-8-0 2�-12 5-10-15 5-10-15 15-0 2-0-0 9 1-7-10 1-0-5 6-1-11 Plate Offsets (X,Y)—[3:0-5-4,0-2-01,[5:0-3-0,0-2-4),[6:0-3-0,0-2-41,[8:0-1-12,0-3-0),[12:0-3-12,0-3-01,[15:0-6-4,0-3-01 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 0.86 Vert(LL) -0.19 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.37 13-14 >967 240 BCLL 0.0 * Rep Stress [nor YES WB 0.80 Horz(CT) 0.19 27 n/a n/a BCDL 10.0 Code FBC2020frPI2014 Matrix -MS Wind(LL) 0.27 13-14 >999 240 Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc pudins (3-1-6 max.): 1-3, 5-6, 7-8. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-14 oc bracing. OTHERS 2x4 SP No.2 *Except* JOINTS 1 Brace at Jt(s): 1, 8, 11 8-26: 2x8 SP No.2 REACTIONS. (size) 17=0-8-0, 27=0-7-4 Max Horz 17=205(LC 12) Max Uplift 17=460(LC 12), 27=-504(LC 12) Max Grav 17=1090(LC 1), 27=1057(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=1022/647, 1-2=1983/1223, 2-3=-3407/1861, 34=2247/1225, 4-5=-1472/878, 5-6=1284/882, 6-7=1179f753, 7-8=-1031/624 BOT CHORD 2-15=737/375, 14-15=1558/2145, 13-14=2050/3325, 12-13=-1308/2042, 11-12=660/1058, 10-11=-607/1008 WEBS 1-1 5=1 343/2173, 2-14=-617/1422, 3-14=758/483, 3-13=-1315/764, 4-13=-107/472, 4-12=918/584, 5-12=50/330, 7-10=-793/602, 8-10=768/1266, 6-12=278/452, 8-27=1139/674 tt{1111111/,�� NOTES- ,��� , —JUS 1) Unbalanced roof live loads have been considered for this design. , �� J �j 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. ,�� '�G E N S+'•. �i� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-10-10, Exterior(2R) • •• 16-10-10 to 19-10-10, Interior(1) 19-10-10 to 21-1-6. Exterior(2E) 21-1-6 to 23-9-5, Interior(1) 23-9-5 to 29-2-0 zone; cantilever left : :• 34869 and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * �• 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) 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 1, 0 '00i�T Q'.• will fit between the bottom chord and any other members. •. Q ��� R , 7) Bearing at joint(s) 27 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify �j� •.0 capacity of bearing surface. N 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) W44 80 A� 17=460,27=504. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Julius Lee PE No.34869 MITek•USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 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 Mn`ek® connectors. This design is based only upon parameters shown, 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 p � iTek' 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 iw fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 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 wu nws Iiu5a type r ury rry T22297953 310662 All Roof Special 1 1 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:45 2020 Page 1 I D:KPxFg N5RYrj4wR2Ues2isEy8Mhv-EZ9RRsd_rU9p2278moYQ WSbrOlh8piE1573wLDy49iK 3-0-12 1-10-0 2-8-0 7-0-0 10-11-5 14-10-10 19-9-5 24-8-0 29-11-0 1-10-0 -10 3-11-5 3-11-5 3-11-5 4-10-11 4-10-11 5-3-0 0-4-12 5x6 = 27 Scale = 1:54.7 6x8 = 3x4 = 3x4 = 5x12 = 28 m m 0 I9 3x8 = °X4 2x4 I 3-0-12 1-10-0 2-8-0 3 8-9-5 14-10-10 18-4-0 22-9-0 24-8-0 29-110 1-10-0 10 0-3-8 5-at 61-5 3-5-6 4-5-0 1-11-0 5-3-0 04-12 Plate Offsets (X,Y)— [3:0-4-4,0-3-4], [6:0-3-0,0-2-4], [9:0-1-12,0-3-01, [13:0-4-0,0-3-01, [17:0-2-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.22 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.42 14-15 >831 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.22 28 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matruc-MS Wind(LL) 0.33 14-15 >999 240 Weight: 199lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals, and 2-0-0 oc pudins (3-4-7 max.): 1-3, 6-9. 13-17: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 3-8-1 oc bracing. WEBS 2x4 SP No.2 *Except* 1-27: 2x8 SP No.2 OTHERS 2x4 SP No.2 *Except* 9-26: 2x8 SP No.2 REACTIONS. (size) 27=0-8-0, 28=0-7-4 Max Horz 27=264(LC 12) Max Uplift 27=-450(LC 12), 28=509(LC 12) Max Grav 27=1084(LC 1), 28=1052(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 17-27=-1084/539, 1-17=-889/465, 1-2=-2594/1830, 2-3=2594/1830, 3-4=-4345/2484, 4-5=2526/1359, 5-6=1662/933, 6-7=1482/908, 7-8=-1331/779, 8-9=-849/474 BOT CHORD 16-17=-1117/743, 15-16=-3199/4854, 14-15=1708/2661, 13-14=-1255/1958, 12-13=779/1331, 11-12=-474/849 WEBS 4-14=-566/443, 5-14=-333/679, 5-13=680/486, 6-13=-122/402, 3-16=-2443/1162, 7-12=-4331392,3-15=1190/89584-15 802665/1192, $ 0 9/1588, 1-161113/2298 9 28=1097/606 NOTES- F '\GENS'• 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD L=6.0psf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. ' F•••.• 40 II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-10 to 3-0-12, Interior(1) 3-0-12 to 14-10-10, Exterior(2R) NO 34869 •� 14-10-10 to 17-10-10, Interior(1) 17-10-10 to 29-2-0 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 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 •' 0 1 O'•• will fit between the bottom chord and any other members. ``S • R �?` ��, 6) parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Bearing lbearing i s�&/0 capacity ofsurface.nsiders 11110`;,,,��, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 27=450, 28=509. Julius Lee PE No.34869 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS]ITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 wu , cuss r cuss r ypn - r uty cry T22297954 510662 Al2 Half Hip 1 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:46 2020 Page 1 I D: KPxFgN5RY64wR2Ues2isEy8M hv-iljpfCeccoHfgCiKJ V3f3f83b506Y4VAKnoUtgy49iJ 6 6-9 12-10-10 17-9-13 22-9-0 29-11-0 6-0-9 6�-1 4-11-3 4-11-3 7-2-0 fl 4x4 = 5x6 = 3x4 = 2x4 11 12 11 10 9 5x6 = 3x4 = 3x10 = 2x4 II 6x12 = 17 Scale = 1:53.2 6�-9 12-10-10 17-9-13 22-9-0 29-11-0 61-9 6-4-1 4-11-3 4-11-3 7-2-0 Plate Offsets (X,Y)— [1:0-0-0 0-1-4],[3:0-3-0,0-2-4],[6:0-1-12,0-3-0][8:0-2-12,0-2-12],[12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.12 11-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.24 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.07 17 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Wmd(LL) 0.16 11-12 >999 240 Weight: 173lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (4-2-10 max.): 3-6. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. 6-7: 2x4 SP SS OTHERS 2x8 SP No.2 REACTIONS. (size) 1=0-8-0, 17=0-7-4 Max Harz 1=289(LC 12) Max Uplift 1=-464(LC 12), 17=-506(LC 12) Max Grav 1=1095(LC 1), 17=1063(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2192/1055, 2-3=-1653/849, 3-4=1410/790, 4-5=1301/707, 5-6=-1325/721 BOT CHORD 1-1 2=-1 203/1959, 11-12=-1203/1959, 10-11=841/1450, 5-8=354/307 WEBS 2-11=-595/397, 3-11 =1 10/403, 8-10=732/1361, 6-8=801/1464, 6-17=1334r727 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-10-10, Exterior(2R) 12-10-10 to 17-1-9, Interior(1) 17-1-9 to 29-2-0 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 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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) Bearing atjoint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fjt=lb) 1=464, 17=506. 8) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. S� ' �GEN&•F i� '�. c'•. No 34869 � O � • �� :<OR1OP:`��i,: �,';5 O N A` � % Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 ANSIMPH Qualify 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 ruu 1 nuss I Buss type i10662 IA13 I Hip Girder IWry Irly T22297955 Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:48 2020 Page 1 ID:KPxFgNSRYrj4wR2Ues2isEy8Mhv-e7rZ4ugt8PXNvVsjRw5784DNcvhoO1 HTn5HbxYy4giH 1-14 -01 5-6-9 i 10-10-10 16-2-15 21-11 i 27-1-6 32-5-7 36-742-3-10 r38-0-Or3%0l 1-4-0 5-6-9 5-4-1 5-4-5 5-6-1 1-4-0 5x6 = 2x4 II 3x8 = 5x6 = Scale=1:66.2 0 18 17 16 15 14 13 12 4x6 = 2x4 II 3x4 = 5-6-9 , 10-10-10 5-6-9 5-4-1 5x8 = 5x6 = 3x8 = 21-9-1 1 27-1-6 3x6 = 3x6 = 2x4 11 12-5-7 36-7-10 ,38-0-0 5-4-1 4-2-3 1-4-6 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020ITP12014 CSI. TC 0.70 BC 0.73 WB 0.67 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/deft Ud -0.23 15-16 >999 360 -0.45 15-16 >999 240 0.12 10 n/a n/a 0.31 15-16 >999 240 PLATES GRIP MT20 244/190 Weight: 209lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-14 cc purlins, BOT CHORD 2x4 SP SS `Except' except 15-16: 2x4 SP No.2 2-0-0 oc purlins (3-2-15 max.): 4-7. WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. 9-12: 2x6 SP No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-189(LC 6) Max Uplift 2=729(LC 8), 10=729(LC 8) Max Grav 2=1478(LC 1), 10=1471(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2901/1288, 3-4=-2570/1200, 4-5=-2768/1360, 5-6=2768/1360, 6-7=2290/1144, 7-8=2565/1196, 8-9=-2910M315, 9-10=-2464/1056 BOT CHORD 2-18=1065/2613, 17-18=-1065/2613, 16-17=865/2311, 15-16=-1074/2770, 14-15=-1074/2770, 13-14=1094/2671, 12-13=884/2204, 10-12=-884/2204 WEBS 3-17=-396/223, 4-17=-50/339, 4-16=-276l715, 5-16=310/253, 6-14=740/304, 7-14=236/700, 8-14=-474/258, 9-12=252/188, 9-13=-440/495 �I NOTES- ,� �U.S ' �. �I'0�0 1) Unbalanced roof live loads have been considered for this design. ,`�� •. E IV •�` s4S" 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. ��� • #0 II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 �' • 3486:9 •� 3) Building Designer / Project engineer responsible forverifying applied roof live load shown covers rain loading requirements specific = * to the use of this truss component 4) Provide adequate drainage to prevent water ponding. 7k 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 Q •, �[ �i�'� • Q;� mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) exept (jt=1b) . Q ����� •' 2=729, 10=729. >.. R . �� depict size or the ion of the purlin along the top and/or bottom chord. lther �i, N1A" 9) H nger(s) or ocal connectionndevi e(s)tshall behe provided sufficient tosupport concentrated load(s) 169 lb down and 77 lb up at 36-7-10 on top chord, and 59 lb down and 24 Ito up at 36-7-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Julius Lee PE No.34869 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 LOAD CASE(S) Standard Date: :ontinued on page 2 December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 MiTek' design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��T2k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 wu I truss I puss type r Iuty Iriy T22297955 510662 A13 I Hip Girder Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:48 2020 Page 2 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-e7rZ4ugt8PXNvVsjRw5784DNcvhoO1 HTn5HbxYy49iH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-4=-54, 4-7=-54, 7-11=-54, 19-22=-20 Concentrated Loads (lb) Vert: 12=7(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119l2020 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 �AA� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 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 WE) I rubJ r rusb I yPC V ly rty T22297956 510662 A14 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:49 2020 Page 1 I D:KPxFgN5RYd4wR2Ues2isEy8Mhv-7KPxHEg VvjfEXfRv.7ecMgHmXmJzxlVnc0118U?y49iG -1-4-0 4-6-9 8-10-10 , 15 -15 , 22-5-1 29-1-6 33-5-7 38-0-0 1-4-0 4-6-9 4-4-1 6-8-5 6-10-1 6-8-5 4 4-1 4 6-9 Scale=1:66.2 5x6 — 3x8 = 5x6 = Sx6 = 5.00 12 4 23 24 5 6 6 27 CRI 7 28 2x4 22 29 21 22x43 30 N v ;2 9 10Io 01 14 13 12 11 5x6 _ 3x8 = 5x6 = 5x8 = 3x4 = 5x6 _ 8-10-10 , 15-0-15 22-5-1 29-1-6 38-0-0 , 8-10-10 6-8-5 6-10-1 6-8-5 8-10-10 Plate Offsets (X,Y)—[2:0-0-0,0-1-12),[4:0-3-0,0-2-4j,[6:0-3-0,0-3-0),[7:0-3-0,0-2-4),(9:0-0-0,0-1-12],[12:0-4-0,0-3-01,[13:0-3-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.32 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.62 12-13 >736 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.17 9 rile n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.43 12-13 >999 240 Weight: 191 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 6-7: 2x4 SP SS BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD WEDGE WEBS Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=158(LC 10) Max Uplift 2=-729(LC 12), 9=-729(LC 12) Max Grav 2=1478(LC 1), 9=1478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2903/1600, 3-4=2700/1437, 4-5=-2439/1377, 5-6=3345/1856, 6-7=-3345/1856, 7-8=2699/1437, 8-9=-2904/1600 BOT CHORD 2-14=1346/2610, 13-14=-1601/3345, 12-13=1601/3345, 11-12=-1130/2457, 9-11=1370/2610 WEBS 3-14=-219/265, 4-14=2621719, 5-14=1130/565, 5-13=0/266, 6-12=-386/363, 7-12=553/1114, 7-11=0/316, 8-11=222/264 Structural wood sheathing directly applied or2-7-11 oc pudins, except 2-0-0 oc pudins (2-9-7 max.): 4-7. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at micipt 5-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD L=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-5-10, 1nterior(1) 2-5-10 to 8-10-10, Extedor(2R) 8-10-10 to 14-3-2, Interior(1) 14-3-2 to 29-1-6, Exterior(2R) 29-1-6 to 34-5-14, Interior(1) 34-5-14 to 39-4-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.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 Gt=lb) 2=729, 9=729. 8) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,.,`���.� ��� • .`G E N S 34869 �. Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 ANS11TP/l Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 JUu 1 "Us5 1 11 Usti I yPe 0 ' 1 w y I r'y T22297957 510662 IA15 I HIP GIRDER 11 I 2 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:54 2020 Page 1 ID:KPxFgN5RYd4wR2Ues2isEy8Mhv-THCgKxkdkFlXdQJtnBCXNLTQbKnXQgaL91kv9Cy49iB -1-4-0, 3-6-9 , 6-10-10 10-9-15 14-10-15 19-0-0 23-1-1 27-2-1 31-1-6 34-5-7 38-0-0 ,39-4-0, 1 4-03-4-1 3-11-5 4-1-1 4-1-1 4-1-1 4-1-1 3-11-5 3 4-1 31-9 1 4-0 5x6 = 5.00 12 4x8 = 2x4 II 4x8 = 7x8 = 4x8 = 5x6 = Scale = 1:66.2 20 37 19 38 18 39 17 40 16 41 15 42 14 4x6 = 3x8 = 2x4 11 6x12 MT20HS = 2x4 11 6x12 MT20HS = 2x4 11 3x8 = 4x6 = i 6-10-10 10-9-15 14-10-15 19-0-0 23-1-1 27-2-1 31-1-0 38-0-0 6-10-10 3-11-5 4-1-1 4-1-1 4-1-1 4-1-1 3-11-5 6-10-10 Plate Offsets_(X,Y)—[2:0-0-0,0-0-12),[8:0-4-0,0-4-81,[12:0-0-0,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.40 17 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.73 17 >623 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wnd(LL) 0.56 17 >811 240 Weight: 443 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS `Except' TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, 4-8,8-10: 2x6 SP No.2 except BOT CHORD 2x4 SP SS 2-0-0 oc purlins (4-11-0 max.): 4-10. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=127(LC 23) Max Uplift 2=1590(LC 8), 12=1616(LC 8) Max Grav 2=3016(LC 1), 12=3040(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6299/3226, 3-4=-6474/3308, 4-5=5893/3068, 5-6=9563/4816, 6-7=-9563/4816, 7-8=-9582/4836, 8-9=-9582/4836, 9-10=-5948/3126, 10-11=6533/3371, 11-12=6354/3284 BOT CHORD 2-20=2816/5661, 19-20=3993/8213, 18-19=3993/8213, 17-18=-4830/9983, 16-17=-4830/9983,15-16=-4033/8251,14-15=-4033/8251,12-14=-2869/5711 WEBS 3-20=-356/506, 4-20=925/2059, 5-20=-2923/1396, 5-19=01341, 5-18=780/1709, 36, �90 72895/1374,10 / 9-16= 755/1677,79-185 053 26 9-14 14 907/2043 4-� 376/516 �vLJUS. NOTES- `�� .••�% E N S �• I ' F•••.• .4 1) 2-ply truss to be connected togetherwith 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 Co. N 34869 •: Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. * Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 7 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. i ', 40 Z. 0 •. �/ 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=38ft; eave=5ft; Cat. . #-i�T,� II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 .• O R ••`(?,� �j� 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •.:• • .. to the use of this truss component���I,, Q N A1- 6) Provide adequate drainage to prevent water ponding. >>1111111�� 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE N0.34869 9) • 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 MITek USA, Inc. FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd. Tampa FL 33610 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Date: 3ont(itatiift 1ZgtQ96. December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 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/TPIi Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 wU I russ I Iuss IYpe Iuty Irry 510662 HIP GIRDER 2 T22297957 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:25:54 2020 Page 2 I D:KPxFgN5RYd4wR2Ues2isEy8Mhv-THCgKxkdkFlXdQJtnBCXNLTQbKnXQgaL91 kv9Cy491B NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 178 lb up at 6-10-10, 142 lb down and 170 lb up at 8-11-8, 142 lb down and 170 lb up at 10-11-8, 142 lb down and 170 lb up at 12-11-8, 142 lb down and 170 lb up at 14-11-8, 142 lb down and 170 lb up at 16-11-8, 142 lb down and 170 lb up at 19-0-0, 142 lb down and 170 lb up at 21-0-8, 142 lb down and 170 lb up at 23-0-8, 142 lb down and 170 lb up at 25-0-8, 142 lb down and 170 lb up at 27-0-8, and 142 lb down and 170 lb up at 29-0-8, and 199 lb down and 315 lb up at 31-1-6 on top chord, and 472 lb down and 305 lb up at 6-10-10, 82 lb down at 8-11-8, 82 lb down at 10-11-8, 82 lb down at 12-11-8, 82 lb down at 14-11-8, 82 lb down at 16-11-8, 82 lb down at 19-0-0, 82 lb down at 21-0-8, 82 lb down at 23-0-8, 82 lb down at 25-0-8, 82 lb down at 27-0-8, and 82 lb down at 29-0-8, and 472 lb down and 305 lb up at 31-0-8 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=54, 4-10=54, 10-13=54, 21-24=-20 Concentrated Loads (lb) Vert: 4=-114(F) 10=-152(F) 20=-472(F) 5=-114(F) 19=-58(F) 18=-58(F) 6=-114(F) 17=58(F) 16=-58(F) 7=114(F) 8=-114(F) 15=58(F) 9=-114(F) 14=-472(F) 27=-114(F) 29=114(F) 31=114(F) 32=-114(F) 34=-114(F) 36=-114(F) 37=-58(F) 38=-58(F) 39=-58(F) 40=-58(F) 41=58(F) 42=-58(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 tuu hugs IIuss iypn 510662 B1 Hip Girder IutY IrtY T22297958 etts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:05 2020 Page 1 ID:KPxFgN5RYd4wR2Ues2isEy8Mhv-fPN?eitXBdgzS6f x?v6KfQHEmWcVmuzhEv_23y4910 -1-4-0 5-0-0 8-11-1 12-11-15 16-11-0 21-11-0 23-3-0 5-0-0 3-11-1 4-0-13 3.11-1 5-0-0 1-4-0 5x6 = 6x6 = - 26 5x6 = 2x4 11 3x8 = 5x6 = 3x10 = 27 28 3x4 = 5x6 = Scale=1:40.0 5-0-0i 8-11-1 12-11-15 16-11-0 21-11-0 ' 3-11-1 4-0-13 3-11-1 5-0-0 Plate Offsets (X,Y)— [2:0-0-0,0-1-8],[3:0-3-0,0-2-9] [7:0-0-0 0-1-8] [12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.70 Vert(LL) -0.17 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.31 10-11 >861 240 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(ILL) 0.24 10-11 >999 240 Weight 113 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or2-8-12 oc pudins, 3-6: 2x6 SP No.2 except BOT CHORD 2x4 SP SS 2-0-0 oc pudins (3-8-7 max.): 3-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=84(1_C 6) Max Uplift 2=-868(LC 8), 7=-868(LC 8) Max Grav 2=1491(LC 1), 7=1491(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2914/1578, 3-4=3638/1968, 4-5=3635/1965, 5-6=2573/1465, 6-7= 2918/1580 BOT CHORD 2-12=-1332/2623, 11-12=1325/2604, 10-11=1808/3619, 9-1 0=-1 808/3619, 7-9=1333/2626 WEBS 3-12=116/301, 3-11=569/1254, 4-11=-437/358, 5-10=0/277, 5-9=-1255/574, 6-9=-386/897 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.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 (jt=lb) 2=868, 7=868. 8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 lb down and 128 lb up at 5-0-0. 113 lb down and 123 lb up at 7-0-12, 113 lb down and 123 lb up at 9-0-12, 113 lb down and 123 lb up at 10-11-8, 113 lb down and 123 lb up at 12-10-4, and 113 lb down and 123 lb up at 14-10-4, and 113 lb down and 128 lb up at 16-11-0 on top chord, and 298 lb down and 248 lb up at 5-0-0, 49 lb down at 7-0-12, 49 lb down at 9-0-12, 49 lb down at 10-11-8, 49 lb down at 12-10-4 , and 49 lb down at 14-10-4, and 298 lb down and 248 lb up at 16-1 D-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 36d814itSASffi ftaatandand ,,�1►1111.1ii/��� �I%%wL1US LEf��i�i C,ENB• 34869 � ­0 ir .0 • •�%b� Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date:. December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 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 HV�• 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 vdth possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/17'P/1 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, MO 20601 Tampa, FL 36610 ruu I Muss I runs Iype IWry Imy 510662 Tibbetts Lumber Company, T22297958 Hip Girder 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:05 2020 Page 2 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-fPN?eitXBdgzS6f x?v6KfQHEmWcVmuzhEv_23y49i0 LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-6=-54, 6-8=-54, 13-16=20 Concentrated Loads (lb) Vert: 3=-62(F) 6=62(F) 12=-298(F) 11=37(F) 4=-62(F) 10=37(F) 9=2913fl 5=62(F) 20=-62(F) 22=62(F) 24=-62(F) 26=37(F) 27=37(F) 28=37(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 ANS11rP/1 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, MO 20601 Tampa, FL 36610 ruu r cuss r cuss I We J r ury cry T22297959 510662 �B2 Hip 1 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:06 2020 Page 1 ID:KPxFgN5RYd4wR2Ues2isEy8Mhv-7bxNr2u9vxog3GEAUiQ LttzUE9smEJ36wueYaVy49i? -1 11 7-0-0 14-11-0 21-11-0 23-3-0 14-0 ' 7-0-0 7-11-0 7-0-0 14-0 R 5x6 = 5x6 = Scale=1:40.0 4x4 = 5x6 = 3x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip COL 1.25 TC 0.56 Vert(LL) -0.11 7-8 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.25 7-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.07 7-8 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 34: 2x4 SP SS BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=11O(LC 11) Max Uplift 2=-462(LC 12), 5=-462(LC 12) Max Grav 2=883(LC 1), 5=883(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1475/820, 3-4=-1285/845, 4-5=-1476/820 BOT CHORD 2-8=603/1292, 7-8=-607/1285, 5-7=625/1292 WEBS 3-8=0/308, 4-7=0/308 PLATES GRIP MT20 244/190 Weight 92 lb FT = 20% Structural wood sheathing directly applied or 4-5-4 oc purlins, except 2-0-0 oc puriins (4-10-10 max.): 3-4. Rigid ceiling directly applied or 7-3-1 oc bracing. 1 Row at midpt 3-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-0-0, Exterior(21R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 14-11-0, Exterior(21R) 14-11-0 to 19-1-15, Interior(1) 19-1-15 to 23-3-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.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 Qt=lb) 2=462, 5=462. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 %vL1US� F0i°��i `� � •fir �••• i No 34869 10 . oNA%- Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 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/TP/1 QualHy 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 IUU IIuOJ rru3S IypC ' ' my rry T22297960 510662 B3 Hip 1 1 Company, Palm Bay, FL - 32905, IA-0 ' 4-7-4 4A-12 4x4 = I IJob Reference (optional) 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Dec 29 08:26:07 2020 Page 1 I D: KPxFg N5RYd4wR2Ues2i sEy8Mhv-bnU130u ng FwhhQ p N2QxaP4Wg gZAUzm WG9Y056yy49i_ 12-11-0 17-3-12 21-11-0 23-0-0 , 3-11-0 4.4-12 4-7 4 1 4- 5x6 = 5x6 = 3x4 = 44 = Scale=1:40.0 V m v I19 0 9-0-0 3-11-0 9-0-0 Plate Offsets (X,Y)—[4:0-3-0,0-2-41,[5:0-3-0,0-2-41,[10:0-3-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.13 9-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.27 9-16 >964 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wmd(LL) 0.10 9-10 >999 240 Weight 105 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-6-13 oc puriins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc puriins (5-5-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-5-2 oc bracing. REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=137(LC 11) Max Uplift 2=-462(LC 12), 7=-462(LC 12) Max Grav 2=883(LC 1), 7=883(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1525/960. 3-4=12501763, 4-5=-1095f764, 5-6=1246/761, 6-7=1524/961 BOT CHORD 2-10=768/1361, 9-10=499/1096, 7-9=-790/1361 WEBS 3-10=302/318, 4-10=55/299, 5-9=-51/300, 6-9=306/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2E) 9-0-0 to 12-11-0, Exterior(2R) 12-11-0 to 17-1-15, Interior(1) 17-1-15 to 23-3-0 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.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 at --lb) 2=462, 7=462. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ���'u S'ftLFF,i���. N 34869 + • 00— , _ Vt- Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, 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 M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 wu r russ r russ r ype r ury ry r T22297961 510662 B4 Common 6 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:08 2020 Page 1 I D:KPxFg N5RYrj4wR2Ues2isEy8M hv-3_27GjvPRY2YJaOZc7Spyl2nOzUJiApPNC7eeOy49hz 113-0 , 5-7-0 10-11-8 16-4-0 21-11-0 23V 1-41 5-7-0 5A-8 5-4-8 5-7-0 1-4-0 Scale = 1:39.4 46 = I� 0 3x6 ::- 5x6 = 3x4 = 3x6 6-11-0 15-0-0 21-11-0 6-11-0 8-1-0 6-11-0 Plate Offsets (X,Y)—[2:0-0-10,0-1-8j,[6:0-0-10,0-1-8j,[9:0-3-0;0-3-41 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) -0.23 8-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.47 8-9 >565 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wmd(LL) 0.37 8-9 >706 240 Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc pudins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. 6-9: 2x4 SP SS WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=162(LC 11) Max Uplift 2=-535(LC 12), 6=535(LC 12) Max Grav 2=1045(LC 1), 6=1045(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1949/1304, 3-4=-1812/1283, 4-5=-1821/1289, 5-6=1958/1310 BOT CHORD 2-9=-1060/1735, 8-9=-635/1180, 6-8=1088/1745 WEBS 4-8=-444/724, 5-8=256/339, 4-9=436/712, 3-9=254/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-11-8, Exterior(2R) 10-11-8 to 13-11-8, Interior(1) 13-11-8 to 23-3-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) except Qt=lb) 2=535, 6=535. 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=-54, 4-7=-54, 9-10=-20, 8-9=-60(F=-40), 8-13=-20 E N `� � •fir F•�• i 34869 0•. •.�� %4 0 R X O, Julius Lee PE No.34869 MlTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �V iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIt Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r iuu nuas nuns type ury rry T22297962 510662 C1 Hip Girder 1 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:09 2020 Page 1 I D:KPxFgN5RYrj4wR2Ues2isEy8Mhv-XAcVU3w2CsBPwkzlArz2U Vb_GNgIRWhZcstCAgy49hy 1 41 , 5-0-0 8 8-9 12 6-14 16-5-2 203-7 24-0-0 29-0-0 30 4-0 , 1�--0 5-0-0 3-8-9 3-10-5 3-105 3-10-5 3-8-9 S-0-0 1�-0 6x6 = 5.00 12 2x4 11 3x8 = 2x4 11 7x8 = 5x6 = Scale=1:51.6 10 36 10 37 38 14 39 40 41 13 42 12 43 44 11 5x6 = 2x4 I I 5x8 = 6x12 MT20HS = 3x8 = 2x4 11 4x4 = 5x6 = 8-8-9 3-10-5 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.57 BC 0.79 WB 0.72 Matrix -MS DEFL. in (loc) I/deft Lid Vert(LL) -0.39 13-14 >887 360 Vert(CT) -0.73 13-14 >479 240 Horz(CT) 0.17 9 n/a n/a Wind(LL) 0.54 13-14 >642 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 157lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except* TOP CHORD Structural wood sheathing directly applied or2-11-11 oc purins, 3-7,7-8: 2x6 SP No.2 except BOT CHORD 2x4 SP SS 2-0-0 oc purlins (2-8-10 max.): 3-8. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=89(LC 24) Max Uplift 2=1002(1_C 8), 9=1002(1_C 8) Max Grav 2=1894(LC 1), 9=1894(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3843/1888, 3-4=5273/2606, 4-5=-5270/2603, 5-6=6130/2993, 6-7=-6130/2993, 7-8=-3397/1741, 8-9=-3847/1889 BOT CHORD 2-16=1615/3470, 15-16=1615/3458, 14-15=2835/6104, 13-14=2835/6104, 12-13=2443/5244, 11-12=2443/5244, 9-11=1616/3475 WEBS 3-16=-8/258, 3-15=-981/2174, 4-15=-456/354, 5-15=972/445, 5-14=0/251, 6-13=368/317, 7-13=-459/1032, 7-12=0/271, 7-11=2180/991, 8-11=501/1284 NOTES- ,,�1111111/1��I 1 ) Unbalanced roof live loads have been considered for this design. `% J I� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=29ft; eave=oft; Cat. ,�� • '�G E N S ••. �i� ••.• II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 F �� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� ; • No 34869 to the use of this truss component ` •: 4) Provide adequate drainage to prevent water ponding. * : 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.11 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 0 will fit between the bottom chord and any other members. •�• 0(' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 0 , Q Q,, • ��,�� 2=1002, 9=1002. R Sl ••..• •• �,� 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ......! I�S11O N A` ,;,% Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: continued on page 2 December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 V t iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH 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 Oulu I buss I Muss type + 6 lury Ir0' 510662 Hip Girder T22297962 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:10 2020 Page 2 ID:KPxFgN5RYd4wR2Ues2isEyBMhv-?MAuhPxgyAJGYuYyjYVH1j790nA 92DirWcliHy49hx NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 242 lb up at 5-0-0, 113 lb down and 123 lb up at 7-0-12, 113 lb down and 123 lb up at 9-0-12, 113 lb down and 123 lb up at 11-0-12, 113 lb down and 123 lb up at 13-0-12, 113 lb down and 123 lb up at 14-6-0, 113 lb down and 123 lb up at 15-11-4, 113 lb down and 123 lb up at 17-11-4, 113 lb down and 123 lb up at 19-11-4, and 113 lb down and 123 lb up at 21-11-4, and 150 lb down and 242 lb up at 24-0-0 on top chord, and 234 lb down and 147 lb up at 5-0-0. 49 lb down at 7-0-12, 49 lb down at 9-0-12, 49 lb down at 11-0-12, 49 lb down at 13-0-12, 49 lb down at 14-6-0, 49 lb down at 15-11-4, 49 lb down at 17-11-4, 49 lb down at 19-11-4, and 49 lb down at 21-11-4, and 234 lb down and 147 lb up at 23-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=54, 3-8=54, 8-10=54, 17-20=20 Concentrated Loads (lb) Vert: 3=70(F) 8=-70(F) 16=234(F) 11=234(F) 24=-62(F) 25=-62(F) 26=62(F) 27=-62(F) 29=-62(F) 31=-62(F) 32=62(17) 33=62(F) 34=62(F) 36=37(F) 37=37(17) 38=-37(F) 39=-37(F) 40=-37(F) 41=37(F) 42=-37(F) 43=37(F) 44=-37(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon shown, and is for an individual building component, parameters not a truss system. Before use, the building designer must vedfy 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 ANS11rPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety/ntormatfon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ruu nusa rruss ,ype Wry rry T22297963 510662 C2 Hip 1 1 I I I I I Job Reference (optional) etts Lumber Company, Palm Bay, FL - 32905. 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:10 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-?MAuhPxgyAJGYuYyjYVH1j78hnCQ91 WirWcliHy49hx 14-0 7-M 14-M 22-M 29-M 7-M 7-6-0 7-M 7-M 5x6 = 2x4 II 5x6 = Scale=1:50.9 4 6 Io 4x6 = 2x4 11 5xB = 2x4 11 4x6 = 29-M LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.59 BC 0.70 WB 0.49 Matrix -MS DEFL. in Vert(LL) -0.16 Vert(CT) -0.34 Horz(CT) 0.08 Wind(LL) 0.21 (loc) I/deb L/d 8 >999 360 8-9 >999 240 6 n/a n/a 8 >999 240 PLATES GRIP MT20 244/190 Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc pudins, except 3-5: 2x4 SP SS 2-0-0 oc pudins (3-8-13 max.): 3-5. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-2 oc bracing. WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=115(LC 11) Max Uplift 6=-479(LC 12), 2=582(LC 12) Max Grav 6=1071(LC 1), 2=1147(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2091/1079, 3-4=-2591/1444, 4-5=2591/1444, 5-6=2102/1101 BOT CHORD 2-9=-894/1854, 8-9=-898/1848, 7-8=-908/1859, 6-7=905/1865 WEBS 3-9=0/276, 3-8=416/921, 4-8=-469/408, 5-8=391/916, 5-7=0/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=29ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-0-0, Exterior(2R) 7-0-0 to 11-2-15, Interior(1) 11-2-15 to 22-0-0, Exterior(21R) 22-0-0 to 26-2-15, Interior(1) 26-2-15 to 29-0-0 left J �� zone; cantilever and right 'N • • •. �i� exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Building ,�� .•'�G E N S+'• V F•�•.� 3) Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� • to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ' No 3486.9 _ •% 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 Qt=lb) 6=479, 2=582. Graphical 8) purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. y�iS��NA`1 ����• Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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?PH Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety /nformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ruu r runs r russ I ype r ury rry i10662 CJ1 CORNER JACK 10 T22297964 I I I I IJob Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:11 2020 Page 1 I D:KPxFgN5RYrj4wR2Ues2isEy8Mhv-TZkGvlxljTR6A178HFOWawgPOAilubOr4AMJEjy49hw -14-0 1-0-0 14-0 1-0-0 Scale = 1:7.5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 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 FBC2020rTP12014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-6(LC 9), 2=174(LC 12). 4=11(LC 1) Max Grav 3=12(LC 13), 2=157(LC 1), 4=32(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 6) mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at--lb),,♦♦♦♦,,�11`u 2 174e S C c ,,',,, .�\GENS4$' 34869 1. �O,n 4OR,D-�\��v N A-- 01 1111110, Julius Lee PE No.34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.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/TPll 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 ruu russ nuati , ype r uty rry T22297965 i10662 CJ1A Comer Jack 2 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:12 2020 Page 1 I D:KPxFgN5RYd4wR2Ues2isEy8Mhv-xlle65ywUnZzn BhKrzXl68Da7a2_dl d?lg5sn9y49hv -1-4-0 1-0-0 1-4-0 1-0-0 Scale = 1:7.5 3x4 = 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 0.21 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 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 FBC20201TPI2014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-6(LC 9), 2=174(LC 12), 4=12(LC 1) Max Grav 3=13(LC 13), 2=157(LC 1), 4=32(LC 12) 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. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=1b) 2=174. E N 34869 .,J*��, % 'Q N A` ����• Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only vrilh MiTek® connectors. This design is based only upon parameters shown, 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 iw iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 1ou nu�a Itusa type r ury rry 510662 ICJ1B Comer Jack 4 1 T22297966 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:12 2020 Page 1 I D: KPxFgN5RYrj4wR2Ues2isEy8Mhv-xll e65ywUn2inBh KrzX168Da7a2ld 1 d71g5sn9y49hv -1-4-0 1-0-0 1-4-0 1-0-0 Scale = 1:6.7 3x4 = 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 5 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=68(LC 12) Max Uplift 2=187(LC 12), 4=12(LC 1) Max Grav 3=17(LC 12), 2=157(LC 1), 4=39(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD L=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 6) 2 18i7e mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=1b) ,�11`u S c .... GEN'* �i N 3486.9 ��i F •• O F{ X O . Nillioill ,IO Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 r 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 wu nusa IIUJS type uty rry 510662 CJ3 Comer Jack 10 T22297967 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MTek Industries, Inc. Tue Dec 29 08:26:13 2020 Page 1 ID:KPxFgN5RYd4wR2Ues2isEyBMhv-QxsOJRzYF5hgPLGXPg2_fLllt NUMUtBXUrPJby49hu 1 4-0 3-0-0 1 4-0 3-M Scale=1:11.7 3x4 = 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.21 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=57(LC 12), 2=152(LC 12) Max Grav 3=67(LC 17). 2=197(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 chard and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except at --lb) �. ••�GENS• �i ' No 34869 ���• �OR10P ��,� Jullus Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 ivi iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ruu nuns nuSs type r Wry rry T22297968 510662 CJ3A Comer Jack 2 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:13 2020 Page 1 I D:KPxFgN5RYrj4wR2Ues2isEy8Mhv-QxsOJRzYF5hgPLGXPg2_fLllt_NUMUt6XUrPJby49hu 1.4-0 3-M Scale = 1:11.7 3x4 = 3-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.21 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(LL) -0.01 4-7 >999 240 Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=56(LC 12). 2=152(1_C 12) Max Grav 3=67(LC 17). 2=197(LC 1), 4=51(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber COL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=152. ,,♦♦♦♦♦�vL_Ius �� \GENS ii 34869 • r • r ' : • Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 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 my 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 Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 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 ruu irua� rruaa Iype 6 ury fry T22297969 510662 CJ5 Comer Jack 2 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:14 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-u8QOXn_AOOphl VrjyOZDBZIgtOeN5x7lmBaz2y49ht 1-4-0 5-0-0 Scale = 1:16.4 3x4 = 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 >993 240 Weight 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=156(LC 12) Max Uplift 3=107(LC 12). 2=166(LC 12) Max Grav 3=120(LC 17), 2=264(LC 1), 4=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Dpsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide 2 mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=1b) 11'v S 3 �,,,,', • .�\G E 1V S•4$••••• i�00 ``�� • No 34869 �* 10 -Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 � p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTP/1 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 Mu IIUJS Itubs IWe 510662 CJ5A Comer Jack fury 1rty T22297970 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:14 2020 Page 1 I D: KPxFgN5RYrj4wR2Ues2isEy8Mhv-u8QOXn_AOOph 1 VdyOZDBZIgwOeO5x7lmBazr2y49ht 1-4-0 5-0-0 Scale = 1:15.8 3x4 = 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 0.58 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 >994 240 Weight 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=156(LC 12) Max Uplift 3=107(1_C 12), 2=166(LC 12) Max Grav 3=120(LC 17), 2=264(LC 1), 4=89(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live load's. 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) Refer to girder(s) for truss to truss connections. connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 6) =107, I;u S� 2=166anical )` L �,,,,,, GE Na'-. N 34869 Jullus Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 p� iTe kO 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 iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlf 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 wu r cuss r rubs i ype ury rry T22297971 510662 E1 Hip Girder 1 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:15 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-MKznk7?onixYefQvW54Skmr6ao1 kgOtR—oKWNUy49hs 1 4-0 3-M 4-11-0 7-11-0 9-M 1.4-0 3-0-0 1-11-0 3-M 1A-0 Scale = 1:19.9 6x6 = 4x4 = 2x4 = 2x4 = 3-0-0 , 4-11-0 7-11-0 3-M 1-11-0 3-M Plate Offsets (X,Y)— [3:0-3-0,0-2-9) 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 0.14 Vert(LL) -0.01 8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.01 8 >999 240 Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3-4: 2x6 SP No.2 2-0-0 oc purins (6-0-0 max.): 3-4. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=57(LC 24) Max Uplift 2=-302(LC 8), 5=-302(LC 8) Max Grav 2=455(LC 1), 5=455(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=706/335, 3-4=628/325, 4-5=712/336 BOT CHORD 2-8=245/669, 7-8=240/651, 5-7=251/651 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component�� 110 4) Provide adequate drainage to prevent water ponding. �� vL�U S c ��j 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� J • .. � `� 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 % • ..XCEN& •• �;� V F••% will fit between the bottom chord and any other members. �� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=302, 5=302. No 34869 .. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 lb down and 67 lb up at 3-0-0, and 82 lb down and 67 lb up at 4-11-0 on top chord, and 115 lb down and 78 lb up at 3-0-0, and 115 Ib down and 78 lb up at ir Z. 4-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). P�`��?,�� LOAD CASE(S) Standard �, �•.•=� O R `Q ss •�• 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • ••+•!� ` I ��I.,�� N A' Uniform Loads (plf) ,; %��, Vert 1-3=54, 3-4=54, 4-6=-54, 9-12=20 Concentrated Loads (lb) Jullus Lee PE No.34869 Vert: 3=-7(F) 4=-7(F) 8=83(F) 7=-83(F) MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 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 i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?PH 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, MO 20601 Tampa, FL 36610 ruu rues ifuss rypu - ury fry T22297972 510662 E2 Common 1 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:16 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-gWX9yS?RY03PGp?54pbhH_NFsBMdZrlbDS33wwy49hr 1-4-0 3-11-8 7-11-0 9-3 2 -_4 3-11-8 3-11-6 l 44 = 2x4 = 2x4 = Scale=1:19.6 I� 3-11-8 7-11-0 3-11-8 3-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.01 6-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.02 6-9 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.02 6-9 >999 240 Weight 31 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-70(LC 10) Max Uplift 2=-230(LC 12), 4=230(LC 12) Max Grav 2=365(LC 1), 4=365(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-458/504, 3-4=458/504 BOT CHORD 2-6=285/395, 4-6=285/395 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 3-11-8, Exterior(2R) 3-11-8 to 6-11-8, Interior(1) 6-11-8 to 9-3-0 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.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) except (jt=lb) 2=230, 4=230. S' LF �Ai i E NSF 34869 • • O N A' Julius Lee PE No.34869 MlTektlSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 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 Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 wu Huss puss type Wry rry 510662 EA Jack -Open 18 T22297973 I I I Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:17 2020 Page 1 I D:KPxFgN5RYg4wR2Ues2isEy8Mhv-Ij5X9oO3JJBGuyaleW7wpBwL8bf4lltkS6pdSNy49hq -1-0-0 5-M 1-4-0 5-0-0 Scale = 1:15.8 N N 3x4 = 5-0-0 5-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.02 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 >995 240 Weight 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=156(LC 12) Max Uplift 3=-107(LC 12). 2=166(LC 12) Max Grav 3=120(LC 17), 2=264(LC 1), 4=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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) Refer to girder(s) for truss to truss connections. 6) me chanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) I 3=107e ���Us �I, L#F , �......� 34869 'cc Z �'iF' �OR1pP'����• `,�� Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 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 my 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 ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 IUU I Mus I russ t ype , idly 510662 EJ2 Jack -Open 13 rly T22297974 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:17 2020 Page 1 I D:KPxFgN5RYrj4wR2Ues2isEy8Mhv-Ij5X9oO3JJBGuyaleW7wpBwMibb2lltkS6pdSNy49hq 6-10-12 6-10-12 0 A Scale=1:19.6 3x6 = 6-10-12 6-10-12 Plate Offsets (X,Y)— 12:0-0-0 0-0-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.09 4-7 >955 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.19 4-7 >422 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.17 4-7 >496 240 Weight 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=198(LC 12) Max Uplift 3=155(LC 12), 2=185(LC 12) Max Grav 3=173(LC 17), 2=332(LC 1), 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 31—lU $ Lj� 5) Refer to girder(s) for truss to truss connections. ,� J • $* 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb)........ E N 5+ ••. �i� 3=155, 2=185. `� F '% No 3486,9 do F1r /0NA` Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 Sat 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 ANS11TP/1 Qualify Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ruu I muss I , tubs , ype 510662 IEJ3 I uty i r,y T22297975 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:18 2020 Page 1 ID:KPxFgN5RYd4wR2Ues2isEyBMhv-mvfvN81 h4dJ7V69UBEe9MPTT2?ug 116thlYA_py49hp 1 4-0 2-84 6-10-12 1 �-0 2-8-0 4-2-12 Scale = 1:20.5 3x4 = 2-M 4-2-12 Plate Offsets (X,Y)— [3:0-4-4,0-3-3) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.14 3-5 >586 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.27 3-5 >306 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.18 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MR Wind(LL) 0.33 3-5 >246 240 Weight: 25lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=198(LC 12) Max Uplift 4=123(1_13 12), 2=184(LC 12), 5=-16(LC 12) Max Grav 4=153(LC 17), 2=333(LC 1), 5=115(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. Refer truss truss 6) Provide mechanicalrconnection b others) truss to bearing late capable of withstanding 100 lb uplift at'oint s 5 except t=lb ,�vLI� j $, fill.� (Y ) 9P P 9 P J () PG—) 4=123, 2=184. ,� , •••., ' II E IV No 34869 i � Ju[lus Lee PE No.34869 MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 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 r► pS building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 tuu Huss puss type uty t-ly 510662 EJ4 Jack -Open 13 T22297976 I I I Job Reference (optional) Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:19 2020 Page 1 I D:KPxFgN5RYd4wR2Ues2isEy8Mhv-E5DHaU2JrxR_7Gkglx9Ouc?iDPHXmCM1 vPIkWFy4gho 6-10-12 1-0-0 6-10-12 n 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.09 4-7 >957 360 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.19 4-7 >423 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wmd(LL) 0.17 4-7 >496 240 LUMBER - TOP CHORD 2x4 SP SS BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=198(LC 12) Max Uplift 3=155(LC 12), 2=-185(LC 12) Max Grav 3=173(LC 17), 2=332(LC 1); 4=122(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:19.5 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 201/. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=155,2=185. ,S����wL1US EN 3486.9 • • 40 iJ4� .,•• Julius Lee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 AL WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 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 p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTe ke is aways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ruu I muss I muss type 510662 IEJ5 Tibbetts Lumber Company, Palm Bay, FL - IV1y Imy T22297977 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:19 2020 Page 1 ID:KPxFgNSRYd4wR2Ues2isEy8Mhv-ESDHaU2JrxR_7Gkglx9Ouc?nM PRmmCM 1 vPIkWFy49ho 1-4-0 1-3-12 3x4 = Scale = 1:8.2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in ([cc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 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 FBC2020/TPI2014 Matrix -MP Wind(LL) -0.00 7 >999 240 Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-3-12 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=75(LC 12) Max Uplift 3=-13(LC 9), 2=-161(LC 12), 4=-2(LC 1) Max Grav 3=17(LC 17). 2=157(LC 1), 4=25(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 6) 2 6 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Gt=1b)111I1I��1. At', \)I—iV S E IV • 34869 Julius Lee PE No.34869 MffekUSA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 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 ANS11TPI1 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 wu s ypu r cuss msr ury rry 510662 EJ6 Jack -Open 2 1 I T22297978 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:20 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-iHngog2xcEZHQJtJegdRgYy6pmzVfcAS31 H3iy49hn -1-4-0 3-0-0 1-4-0 3-M Scale = 1:10.9 2X4 = 3-M Plate _Offsets _(X,Y)— [2:0-0-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 Rep Stress Incr YES W3 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/rPI2014 Matrix -MP Wmd(LL) -0.01 4-7 >999 240 Weight 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=111(LC 12) Max Uplift 3=-48(LC 12), 2=159(LC 12) Max Grav 3=63(LC 17). 2=197(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCD L=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown coves rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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. truss to truss connections. 6mechanical ) Provide Rer lrconnection b others) of truss to bearing late capable of withstanding 100 lb uplift at'oint s 3 except at --lb) 2=159. (Y ) 9 P P 9 P J O P (! -) 34869 10 ss o R kV•.G,�` �p N A` E Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 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 ANS11TP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 IUU 510662 I IuJJ IIub IyPU HJ1 Diagonal Hip Girder ury I r-Iy T22297979 I I I I IJob Reference (optional) :ompany, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:20 2020 Page 1 ID:KPxFgN5RYrj4wR2Ues2isEy8Mhv-iHngog2xcEZr QJtJegdRgYtcpdKVeDA831H3iy49hn -1-10-10 3-5-13 7-0-2 1-10-10 3-5-13 3-64 44 = Scale = 1:16.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.13 6-9 >621 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.16 6-9 >528 240 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Cade FBC2020/TP12014 Matrix -MS Weight 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=155(LC 8) Max Uplift 4=-92(LC 24), 2=317(LC 8). 5=126(1_C 8) Max Grav 4=81(LC 17), 2=409(LC 1), 5=232(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=390/207 BOT CHORD 2-6=277/370 WEBS 3-6=394/295 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Gt=lb) 2=317,5=126. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 16 lb up at 1-4-15, 56 lb down and 16 lb up at 1-4-15, and 47lb down and 68 lb up at 4-2-15, and 47 lb down and 68 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11=93(F=-47, 13=47) `.,111111111/��, �V0US• �' E IN 34869 + • + 1L/ • .0.0e . 4 o R , o P• \��1/ Jullus Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 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 propedy incorporate this design into the overall HT 11* 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 ANS11TPll 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 wu , hiss , fuss , ype ucy rry T22297980 510662 HJ2 Diagonal Hip Girder 2 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:21 2020 Page 1 I D: KPxFgN5RYrj4wR2Ues2isEy8Mhv-BUL27A3ZNYhiNat3tMBszl547CuMEOLKNjngb8y49hm 4-9-13 9-8-2 11 16-10-10-10 4-9-13 4-10-4 Scale = 1:21.8 2x4 11 5 3x4 = 3x4 = 4-9-13 4-9-13 9-8-2 4-10-4 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.11 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.16 6-7 >707 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wnd(LL) 0.15 6-7 >770 240 Weight 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-12 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-14, 5=Mechanical Max Horz 2=197(LC 8) Max Uplift 4=105(LC 8), 2=-433(LC 8), 5=294(1_C 8) Max Grav 4=115(LC 1), 2=582(LC 1), 5=443(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1005/607 BOT CHORD 2-7=684/924, 6-7=-684/924 WEBS 3-7=232/365, 3-6=982/727 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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) Refer to for 3`f!U S c J `� girder(s) truss to truss connections. Provide `� j EN ••. 4#i� 6) mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except GtEN*1b) ,�� .••�G F ••.• �� 4=105, 2=433, 5=294. �� 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 16 lb up at 14-13, 56 lb down and 16 lb up at 1-5-0, 47 lb down and 68 lb up at 4-2-12, 47 lb down and 68 lb up at 4-2-15, and 116 lb down No 34869 and 128 lb up at 7-0-11, and 116 lb down and 128 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard T,� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 • ( Q P.• �� Uniform Loads (plf) �1 •••.. R.... 8 -20 '��,5 ONA` � Concentrated Loads (lb) Vert: 12=93(F=-47, B=-47) 13=-233(F=116, B=-116) Jullus Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 ANSIfrP/1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Iuu I mss I Inss I ype - ttry cry T22297981 i10662 HJ3 Diagonal Hip Girder 1 1 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:22 2020 Page 1 I D:KPxFgN5RYd4wR2Ues2isEy8Mhv-fguQC W4B8spZ_kSFQ3i5WFdEOcQwzZ6TbN W07ay49hl -1-10-10 3x4 = 1-9-9 1-9-9 Scale: 1.5"=l' 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 0.48 Vert(LL) 0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(ILL) -0.00 4-7 >999 240 Weight 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-14(LC 9), 2=-235(LC 12), 4=-4(LC 1) Max Grav 3=19(LC 17), 2=222(LC 1), 4=38(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- ' 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. fit 11 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except at --lb) 2=235. No 34869 00 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 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 r� Ar building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTekp is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 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 wu r rua� r rws r ype arty rry T22297982 510662 HJ4 Diagonal Hip Girder 2 1 )mpany, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:23 2020 Page 1 I D:KPxFgN5RYrj4wR2Ues2isEyBMhv-7sSoQs5gv9xQcu1 S_nDK3SASa01DiOMcg1 GxfOy49hk -1-10-10 2-4-10 4-2-3 1-10-10 2-4-10 1-9-9 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.02 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WS 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical Max Horz 2=111(LC 24) Max Uplift 3=-61(LC 8), 2=-233(LC 8) Max Grav 3=88(LC 28), 2=279(LC 28), 4=69(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:11.9 PLATES GRIP MT20 244/190 Weight 16 lb FT = 20% Structural wood sheathing directly applied or 4-2-3 cc purlins. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss Component 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except Qt=lb) 2=233. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 16 lb up at 1-4-15, and 65 lb down and 16 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=54, 4-5=20 Concentrated Loads (lb) Vert: 8=4(F=2, B=2) ,���1111111lIlI \NOUS' L'j 'LENS` % 4$' 34869 S'S . O R,�•�G�,• ON A` Julius Lee PE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ® 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 ANS11rP/f Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ruu truss puss rypn ury rry T22297983 510662 V1 Valley 1 1 Tibbetts Lumber 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:23 2020 Page 1 ID:KPxFgN5RYd4wR2Ues2isEy8Mhv-7sSoQs5gv9xQcu1 S_nDK3SAVxOoji00cg1 Gxf0y49hk 'Y 6 O 5-M 5 4 2x4 7�-' 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.11 Vert(LL) rile - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (size) 1=4-11-6, 4=4-11-6, 5=4-11-6 Max Horz 1=92(LC 12) Max Uplift 4=-40(LC 12), 5=-111(LC 12) Max Grav 1=41(LC 1). 4=71(LC 17), 5=196(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=189/357 Scale=1:13.1 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=l6omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 4-10-4 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.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) 4 except (jt=lb) 5=111. ,,,,�It111111/11�' US c ,%%%` Jv`, ... `F ','I� \CENS� �. N 34869 F •' O R 1 O P' Q N AL to�`. 111/1111110 Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke.East Blvd: Tampa FL 33610 Date: December 29,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 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 ANS//171o/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Inlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 tuu ttutiti 510662 vz t IUsti type i Valley Wty I rty T22297984 Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Dec 29 08:26:24 2020 Page 1 I D:KPxFgN5RYrj4wR2Ues2isEyBMhv-b3OAdC5SfT3GE1 ceYUlZbgjg WQSvRTcm3h?VCTy49hj 3-0-0 3-M Y 0 0 2x4 2x4 11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.26 BC 0.05 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 FBC202OfTP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) 1=2-11-6, 3=2-11-6 Max Horz 1=47(LC 12) Max Uplift 1=25(1_C 12), 3=-45(LC 12) Max Grav 1=78(LC 1), 3=79(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:9.0 PLATES GRIP MT20 244/190 Weight 9 lb FT = 20% 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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) 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) 1, 3. ,,`JUS �►IIIIIII�II . C S • 34869 ♦♦♦��,, /O N A` 1111110,4 Julius Lee PE No.34869 Mffek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 29,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 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 WOW k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 � /4 Center plate on joint unless x, y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 Failure to Follow Could Cause Property P Y Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal orX-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For c1-2 c2-3 wide truss spacing, individual lateral braces themselves WEBS 4 may require bracing, or alternative Tor I bracing should be considered. T I p ��� �a " 3. Never exceed the design loading shown and never 2 O U haw stack materials on inadequately braced trusses. 0 c� U a0 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and For 4 x 2 orientation, locate c7-e c6a cs-s all other interested parties. plates 0- 'lid' from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7, Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSUTPI 1. 'Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted, moisture content of lumber software or upon request. NUMBERS/LETTERS. shall not exceed 19% attime offabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. [CC -ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: Nil 19. Review all portions of this design (front, back, words ANSIrrPl1: National Design Specification for Metal and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTek ANSUTPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 21.The design does not take into account any dynamic Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 or other loads other than those expressly stated.