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HomeMy WebLinkAboutTrussMiTek® RE: 511103 MiTek USA, Inc. Model 1306 GARAGE RIGHT 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: P & V Properties Project Name: 511103 Lot/Block: - Model: 1306 GARAGE RIGHT Address: 1030 41st Ave Subdivision: - City: Vero Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 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 34 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22804948 Al 2/11/2021 21 T22804968 EJ4 2/11/2021 2 T22804949 A2 2/11/2021 22 T22804969 EJ5 2/11/2021 3 T22804950 A3 2/11/2021 23 T22804970 EJ6 2/11/2021 4 T22804951 A4 2/11/2021 24 T22804971 EJ6P 2/11/2021 5 T22804952 A5 2/11/2021 25 T22804972 EJ8 2/11/2021 6 T22804953 A6 2/11/2021 26 T22804973 EJ8A 2/11/2021 7 T22804954 A7 2/11/2021 27 T22804974 HJ4 2/11/2021 8 T22804955 A8 2/11/2021 28 T22804975 HJ5 2/11/2021 9 T22804956 A9 2/11/2021 29 T22804976 HJ6 2/11/2021 10 T22804957 A10 2/11/2021 30 T22804977 M1 2/11/2021 11 T22804958 All 2/11/2021 31 T22804978 V1 2/11/2021 12 T22804959 Al2 2/11/2021 32 T22804979 V2 2/11/2021 13 T22804960 A13 2/11/2021 33 T22804980 V3 2/11/2021 14 T22804961 B1 2/11/2021 34 T22804981 V4 2/11/2021 15 T22804962 B2 2/11/2021 16 T22804963 B3 2/11/2021 17 T22804964 CJ1 2/11/2021 18 T22804965 CJ? 2/11/2021 19 T22804966 CJ3 2/11/2021 20 T22804967 CJ5 2/11/2021 IF01 ( ��� 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. ��OPQIUIN ���� Truss Design Engineer's Name: Velez, Joaquin `�� �.�.•�G E N S •.. R '•. My license renewal date for the state of Florida is February 28, 2023. �� �. Florida COA: 6634 No 6 8 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 loads, : '33 •. 44/ shown (e.g., supports, dimensions, shapes and design codes), which were ST OF .' 0•. given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of Al �i�s R •'• �? these designs. MiTek has not independently verified the applicability of the designparameters • ��� or the should verify applicability of designparticularns for any building. incorporate these designs parameters and properly ns into the overall building design per ANSIITPI 1, Chapter 2. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 February 11, 2021 1 of 1 Velez, Joaquin Job Truss Truss Type It, Qty Ply Model 1306 GARAGE RIGHT T22804948 511103 Al Half Hip Girder 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:44 2021 Page 1 I D:gkU5A7F03LQ31CUfcyp2V6zM Wsl-KIDjgNf9omrX75KBdE8xZW1 eKx21Gm8pvntSQlzmGpn r1-0-0 6-5-12 12-5 3 18-2-14 24-0-9 30-M 65-12 5-11-7 5-9-11 5-9-11 5-11-7 1 0 4.00 12 6x8 = 2x4 11 5xB = 7x8 = Scale = 1:62.2 5x6 = 12 30 31 32 11 33 34 35 10 36 37 38 9 39 40 41 8 4x4 = 2x4 11 5xB = 2x4 11 7x8 = 3x6 11 Plate Offsets (X,1)— [3:04-0,0-2-6] [6:0-0-0,0-4-8], [11:04-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.31 10-11 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.59 10-11 >606 240 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Wind(LL) 0.49 10-11 >727 240 Weight: 319 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc pudins, 1-3: 2x4 SP No.2 except end verticals, and 2-0-0 oc pudins (5-2-5 max.): 3-7. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. 8-11: 2x4 SP SS WEBS 2x4 SP No.2 REACTIONS. (size) B=Mechanical, 2=0-8-0 Max Horz 2=139(LC 25) Max Uplift 8=1097(1_13 8), 2=1052(LC 8) Max Gram 8=2329(LC 1), 2=2150(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5909/2714, 34=8107/4109, 4-5=8103/4105, 5-6=5256/2542, 6-7=5256/2542, 7-8=2174/1146 BOT CHORD 2-12=2614/5560, 11-12=2616/5524, 10-11=-407717831, 9-10=-4077/7831 WEBS 3-12=0/607, 3-11 =1 586/2875, 4-11=750/607, 5-11=-63/290, 5-10=51/415, 5-9=2740/1634, 6-9=626/552, 7-9=2654/5457 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: ,``�41:IIII/II1j�� I N Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. `��� Pay �� . • ` 0, NS�..� , G E 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. � No 68182 3) Unbalanced roof live loads have been considered for this design. 4) 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); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific p S T F �• 4U Z �i��• to the use of this truss component A, Q` .:_�� �i� 4 6) Provide adequate drainage to prevent water ponding. . 0 F[ % •.'• \ �j s •' • •' • 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * • • • • �� �'I; This truss has been designed s herd r a live load o members. 0.0psfn the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 8) will fit between the bottom N A k- 9) Refer to girder(s) for truss to truss connections. Joaquin Velez PE N6.68182 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) MITek USA, Inc. FL Cart 6634 8=1097, 2=1052. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®WARNING -Verify 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 MTek®eonnectors. This design is based only upon parameters shown, 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 (b��atq i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11i1 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 ANSLITP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfamallon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply Model 1306 GARAGE RIGHT T22804948 511103 Al Half Hip Girder 1 Job Reference o tional Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:44 2021 Page 2 ID:gkU5A7F03LQ31CUfcyp2V6zM Wsl-KIDjgNf9omrX?5KBdE8xZW1 eKx2lGm8pvntSQlzmGpn NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 143 lb up at 7-0-12, 98 lb down and 142 lb up at 9-0-12, 98 lb down and 142 lb up at 11-0-12, 98 lb down and 142 lb up at 13-0-12, 101 lb down and 165 lb up at 15-0-12, 101 lb down and 165 lb up at 17-0-12, 98 lb down and 142 lb up at 19-0-12. 98 lb down and 142 lb up at 21-0-12, 98 lb down and 142 lb up at 23-0-12, 98 lb down and 142 lb up at 25-0-12, and 98 lb down and 142 lb up at 27-0-12, and 103 lb down and 141 lb up at 29-0-12 on top chord, and 301 lb down and 108 lb up at 6-7-4, 74 lb down at 7-0-12, 74 lb down at 9-0-12, 74 lb down at 11-0-12, 74 lb down at 13-0-12, 67 lb down and 111 lb up at 15-0-12, 67 lb down and 111 lb up at 17-0-12, 74 lb down at 19-0-12, 74 lb down at 21-0-12, 74 lb down at 23-0-12, 74 lb down at 25-0-12, and 74 lb down at 27-0-12, and 79 lb down at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-7=54, 8-13=20 Concentrated Loads (lb) Vert: 12=-301(F) 16=98(F) 17=98(F) 18=98(F) 19=98(F) 21=101(F) 22=-101(F) 23=98(F) 24=98(F) 26=98(F) 27=98(F) 28=98(F) 29=103(17) 30=-61(F) 31=-61(F) 32=-61(F) 33=-61(F) 34=57(17) 35=57(F) 36=61(F) 37=-61(F) 38=-61(F) 39=-61(F) 40=-61(F) 41=-64(F) ®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 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 ANSITTP/1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804949 511103 A2 Half Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:56 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-_3xFBTohzSMgRxEVKIM122XZ7n81481 agfn5r3zmGpb r1-0-0 4� 8 8-7 4 15-9-7 22-9-13 30-M 1-0 0 448-8 3-10-12 7-2-3 7-0-7 7-2-3 Anne 4x4 = 4x6 = 4x8 = 11 10 4x8 = 5x6 = 5x6 = 6x8 = 8-7-4 15-9-7 22-9-13 30-M 8-7-4 7-2-3 7-0-7 7-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.24 10 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.46 10-11 >787 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Wind(LL) 0.33 10 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD WEBS REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=182(LC 12) Max Uplift 8=502(LC 12), 2=563(LC 12) Max Grav 8=1104(LC 1). 2=1160(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2875/2023, 3-4=2541/1719, 4-5=2405/1687, 5-6=2147/1429, 6-7=2147/1429, 7-8=1037/769 BOT CHORD 2-11=2070/2712, 10-11=2023/2923, 9-10=2023/2923 WEBS 3-11=352/426, 4-11=177/520, 5-11=696/364, 5-10=0/263, 5-9=839/642, 6-9=397/439, 7-9=1509/2266 Scale=1:52.2 5x6 = 3x6 11 PLATES GRIP MT20 244/190 Weight: 146 lb FT = 20% Structural wood sheathing directly applied or 3-2-0 oc puriins, except end verticals, and 2-0-0 oc puffins (2-2-0 max.): 4-7. Rigid ceiling directly applied or 4-0-7 oc bracing. 1 Row at midpt 7-9 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-7-4, Exterior(2R) 8-7-4 to 12-10-3, Interior(1) 12-10-3 to 29-10-4 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 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) 8=502,2=563. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. \\1111111/II ,%%% PQU I N VFW No 68182 S OF A, ♦�i F • O R % ss,4 N AL E� IJ111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®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 pennanent 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804950 511103 A3 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:57 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsi-SGVeOppJklUh35phuTt_bG4gUBSBpgXjvJ WeNVzmGpa 1-0-0 -0 8 10-7� 16-10-7 523-1-9 29-0-12 3 1-0-0 5fl 4-10-12 63-3 633 63-3 6-7 4x6 = 3x4 = 5x6 = Scale=1:51.6 3x6 = 11 10 8 4x4 = 2x4 II 6x8 = 5x8 = US = 53 8 10-7-4 20-M 29A-12 3p-0 p 5.8-8 4-10-12 9-0-12 9-0-12 7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deti Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.22 8-9 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.47 8-9 >752 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.23 9-10 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 9-10: 2x4 SP SS BOT CHORD WEBS 2x4 SP No.2 *Except* WEBS 7-8: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 8=Mechanical Max Horz 2=217(LC 12) Max Uplift 2=558(LC 12), 8=505(LC 12) Max Grav 2=1156(LC 1), 8=1101(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2853/1926, 3-4=2297/1558, 4-5=2154/1535, 5-6=2048/1339 BOT CHORD 2-11=2017/2681, 10-11=2015/2685, 9-1 0=1 644/2289, 8-9=1149/1625 WEBS 3-10=585/518, 4-1 0=1 44/455, 5-10=312/178, 6-8=1783/1281, 5-9=-365/462, 6-9=289/655 PLATES GRIP MT20 244/190 Weight: 148 lb FT = 20% Structural wood sheathing directly applied or 3-1-7 oc pudins, except end verticals, and 2-0-0 oc pudins (3-5-2 max.): 4-7. Rigid ceiling directly applied or 1-4-12 oc bracing. 1 Row at midpt 6-8 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. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-7-4, Extedor(2R) 10-7-4 to 14-10-3, Interior(1) 14-10-3 to 29-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=558, 8=505. 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. ,I�,FIIIff1I� A% I N No 68182 0: ST OF �/llllll Joaquin Velez PE No.68182 MiTek USA, Inc. EL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. k® Design valid for use only with MiTeconnectors. This design is based only upon parameters shown, 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 andlor 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 ANSUTP11 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 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804951 511103 A4 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:59 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-OedOpVrZGNk01 Pz3OtvSgh99z_BMHZgOMd?ISOzmGpY r1-0-0, 6-M 12-7-4 17-4-12 238 30-0-0 1-0-0 6-M 5-10-12 4-9-8 _1 0-12 6-8.8 5x8 = 46 = Scale=1:51.8 11 10 9 8 3x4 — 2x4 11 5x6 = 5x8 = 2x4 11 US = 6-8-8 12-7-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.19 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.37 10-11 >981 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Wtnd(LL) 0.26 9-10 >999 240 Weight: 137 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, BOT CHORD 2x4 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purlins (3-11-4 max.): 4-5. BOTCHORD Rigid ceiling directly applied or4-1-14 oc bracing. REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=109(LC 11) Max Uplift 7=-497(LC 12). 2=573(LC 12) Max Grav 7=1109(LC 1). 2=1165(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2829/2044, 3-4=2090/1595, 4-5=1940/1580, 5-6=2089/1590, 6-7=2839/2048 BOT CHORD 2-11=1876/2655, 10-11=1874/2660, 9-10=1298/1939, 8-9=1860/2670, 7-8=1863/2664 WEBS 3-11=0/266, 3-10=786/618, 4-10=153/401, 5-9=167/402, 6-9=796/629, 6-8=0/267 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; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-7-4, Exterior(2R) ,`� , 12-7-4 to 16-10-3, 1nterior(1) 16-10-3 to 17-4-12, Exterior(2R) 17-4-12 to 21-7-11, Interior(1) 21-7-11 to 30-0-0 zone; cantilever left �� ' N I4# and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber COL=1.60 plate grip DOL=1.60 ,�� PQU •E ' 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `� , N 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. N O 68182 •� 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * �• will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. •� •� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) S F 7=497, 2=573. 9) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. .0i�0T • ,A- O Q;,• \_�` 'O N AL E�%% rnn>Ir< Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®WARNING - Verily 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 MTekel connectors. This design is based only upon parameters shown, 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 my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe ks Is always required for stability and to prevent collapse 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 Criterla, 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 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804952 511103 A5 Hip 1 1 Job Reference (optional) 1 ibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:00 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-sgAml rrBOgsFwZYGZbQhCuhlgO UKOwMAbHII_gzmGpX 1-0-0 7� 8 14-7 4 1 -4-1 22-3-8 30-" 1-0-0 7-" 6-10-12 9 6-10-12 7-" Scale=1:51.8 46 = 46 = 4 520 11 109 8 3x6 _ 2x4 11 5x6 = 2x4 11 3x6 = 4x4 = 22-M LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/de0 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.19 10 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.38 10-11 >960 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.12 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.25 8-14 >999 240 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) 7=Mechanical, 2=0-8-0 Max Horz 2=124(LC 11) Max Uplift 7=-497(LC 12), 2=573(1_C 12) Max Grav 7=1109(LC 1). 2=1165(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2761/1901, 3-4=1877/1360, 4-5=1726/1371, 5-6=1875/1374, 6-7=2769/1889 BOT CHORD 2-11 =1 729/2586, 10-11 =1 727/2591, 9-10=1039/1726, 8-9=1698/2599, 7-8=1700/2594 WEBS 3-11=0/310, 3-10=958/736, 4-10=250/412, 5-9=-255/412, 6-9=96W745, 6-8=0/311 PLATES GRIP MT20 2441190 Weight: 135 lb FT = 20% Structural wood sheathing directly applied or 2-8-1 cc pudins, except 2-0-0 cc pudins (4-3-0 max.): 4-5. Rigid ceiling directly applied or 4-2-4 cc bracing. 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=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-7-4, Extericr(2E) 14-7-4 to 15-4-12, Exterior(2R) 15.4-12 to 19-7-11, Interior(1) 19-7-11 to 30-0-0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=497, 2=573. 9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. W N ui Ic? 0 ,�1{Illflf[I I N • VF�� ���, .' DENS• •� �. No 68182 :,S ' S OF i •.....• Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®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 Rat building design. Bracing indicated is to prevent buckling of individual truss web andfor 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 ANSIITP11 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 Job Truss Truss Type City Ply Model 1306 GARAGE RIGHT T22804953 511103 A6 Common 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:02 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-pDIXRXtSYl7z9siehOS9lJneCCFzUzaS2bEP3jzmGpV r1-0-0 7-10-14 15-M I 22-1-2 30-M 1-0-0 7-10-14 7-1-2 7-1-2 7-10-14 ;1 O 3x6 = 5x8 = 4x6 = 91" 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.30 7-11 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.59 7-11 >611 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.29 7-11 >999 240 Scale=1:50.9 3x6 = PLATES GRIP MT20 244/190 Weight: 124 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=127(LC 11) Max Uplift 6=-497(LC 12). 2=573(LC 12) Max Grav 6=1217(LC 19), 2=1256(LC 19) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2928/1839, 3-4=2665/1621, 4-5=2668/1632, 5-6=2932/1844 BOT CHORD 2-8=1660/2755, 7-8=989/1824, 6-7=1650/2760 WEBS 4-7=-425/988, 5-7=-492/563,4-8=-417/983, 3-8=489/561 NOTES- 1) Unbalanced roof live loads have been considered forthis 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Intedor(1) 18-0-0 to 30-0-0 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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at -lb) 6=497, 2=573. I N .` G�E N g No 68182 S OF 'UJ s`S10 N A� Joaquin Velez PE No:68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5179I2020 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 budding 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 properly 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 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 I0 0 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804954 511103 A7 Roof Special 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:04 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-IcQHsCvi4vNhOArl oRVdNks?RskyoKl WvjW7bzmGpT r1-0-0, 7-0-11 13-0-10 15-0-0 22-0-2 30-0-0 1-0-0 7-0-11 6-2-15 1 8 6 7-0-2 7-11-14 �1 0 3x4 = 5x6 r, 13 12 6x6 = 3x4 II 4x6 = Scale=1:51.7 3x8 = 7.0-11 13-0-10 15-0-0 , 22-0-2 30-M 7-0-11 6-2-15 186 7-0-2 7-11-14 Plate Offsets (X,Y)— [2:0-1-6,Edge], [7:0-1-10,0-0-61, [9:0-5-8,0-3-0], [10:0-5-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.46 8-9 >779 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.90 8-9 >401 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.36 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.60 8-9 >599 240 Weight: 140 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc puriins. 5-7: 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 cc bracing: 10-12 7-9: 2x4 SP SS WEBS 1 Row at midpt 10-13, 6-9 WEBS 2x4 SP No.2 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=127(LC 11) Max Uplift 7=-494(LC 12), 2=-570(LC 12) Max Grav 7=1113(LC 1), 2=1170(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2822/1841, 34=3793/2478, 4-5=3411/2255, 5-6=3475/2221, 6-7=-4838/3117 BOT CHORD 2-13=1670/2647, 4-10=141/306, 9-10=2142/3613, 8-9=-2888/4612, 7-8=2890/4599 WEBS 3-13=722/622, 10-13=1706/2660, 3-10=-475/919, 4-9=534/408, 5-9=1124/1872, 6-9=1383/1028,6-8=0/272 NOTES- cons dered for ts design. 1 ) Unbalanced roof live loas have been 2) Wind: ASCE 7-16; Vult=l60mph (3 second lgu t) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. � N' VFW `,��PQV '•E ' • �� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 30-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for �% N • • �� • �� C S�'••• �i 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 No 68182 to the use of this truss component 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • = cc 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. •• ST F 7) Refer to for truss to truss connections. .0 0 T girder(s) • '• N 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 0 R \ . ••`• �� �� ,,lSs 7=494, 2=570. �O N A, % Joaquin Velez PE No.68182 MTekUSA, Inc. FL Cert 6634 6994 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ® 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 M7ek® connectors. This design Is based only upon parameters shown, 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 ANS17rP/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 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804955 511103 A8 Roof Special 3 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:05 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zMWsi-Do f4YvKrDVYOKQDM80svyPBbPCChFXvkZS3glzmGpS 6-11-14 32222-0-2 30-M 1-0-9 6-11-14 r1111 0 1 -0I 7-11-14 1-0 3x4 = 5x6 14 13 " 6x6 = 3x4 I I 13-2-0 15-0-0 6-2-2 1-10-0 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.45 9-10 >805 360 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.87 9-10 >414 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.35 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wind(LL) 0.57 9-10 >628 240 LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 7-10: 2x4 SP SS WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Harz 2=126(LC 11) Max Uplift 2=-569(LC 12), 7=569(LC 12) Max Grav 2=1169(LC 1), 7=1168(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2823/1835, 3-4=3816/2445, 4-5=3408/2221, 5-6=3472/2174, 6-7=-4819/3073 BOT CHORD 2-14=1628/2649, 4-11=141/311, 10-11=2076/3635, 9-10=2832/4593, 7-9=2832/4580 WEBS 3-14=731/611, 11-14=1667/2668, 3-11=449/939, 4-10=-549/415, 5-1 0=1 082/1862, 6-1 0=1 367/1014, 6-9=0/271 Scale = 1:52.1 3x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 142 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc pudins. Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 1 Row at midpt 11-14, 6-10 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(21R) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 31-0-0 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSIrrPI 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 at --lb) 2=569, 7=569. A0Qv I N 1 No 68182 OF : /4/ O�F .'o4.0 R , O y�ss,ONAk-"-%" % 1/111I11 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®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 pat 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 M �Tek• is always required for stability and to prevent collapse 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 In/ormadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply Model 1306 GARAGE RIGHT T22804956 511103 A9 Scissor 4 1 Jab Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:07 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zMWsl-9B6QVExaNglGFeacUZ2K?NU WbDz49CDBCsxAkwzmGpQ r1-0-0, 7-11-14 15-M 22-0-2 30-0-0 81-0-q 1-0-0 7-11-14 7-0-2 7-0-2 7-11-14 4x6 = 2.00 12 3x8 3xB = Scale=1:52.1 7-11-14 15-0-0 22-0-2 30-M 7-11-14 7-0-2 7-0-2 7-11-14 Plate Offset_s_(X,Y)— [9:0-6-0,0-3-4I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) -0.51 8-9 >708 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.98 8-9 >368 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.46 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wtnd(LL) 0.65 8-9 >552 240 Weight: 123lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied or 3-10-10 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-9, 3-9 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=126(LC 11) Max Uplift 2=572(LC 12), 6=-572(LC 12) Max Grav 2=1164(LC 1). 6=1164(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4789/3076, 34=3462/2211, 4-5=3462/2204, 5-6=-4789/3083 BOT CHORD 2-10=2828/4551, 9-10=2827/4565, 8-9=2841/4565, 6-8=2842/4551 WEBS 4-9=950/1764, 5-9=1373/999, 5-8=0/267, 3-9=1373/1000, 3-10=0/267 NOTES- 1) Unbalanced roof live loads have been considered forthis 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2R) `,� �I 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 31-0-0 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 �tV 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �'%0 PokJIN %� , E N S'? to the use of this truss component ;� •'��Ci .0 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 68182 •� 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 at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ALM capacity of bearing surface. S O F 40 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=572, 6=572. O• TC i��,; • O R' Q P`�,`� AlL ��,��. �N r11111k Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19Y1020 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 ANSIITP11 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 Job Truss Truss Type City, Ply Model 1306 GARAGE RIGHT T22804957 511103 AID Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:46 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-HBKT53hPJN6FEPTalfAPex6y011nkkK6N5MZVezmGpl r1-0-0, 7-8-4 14-0-12 ,15-7-4, 223-12 30-M 31-0-Q li 7.8-4 6-8-8 1-2 8 6-8-8 7.8.4 1-0-0 di1 0 3x8 5x6 = 5x6 = 2.00 12 &B = Scale = 1:53.0 Plate Offsets (X,Y)— I11:0-10-0,0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.51 9-10 >709 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.98 9-10 >368 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.46 7 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MS Wind(LL) 0.65 9-10 >552 240 Weight: 125lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP SS •Except• TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins, 4-5: 2x4 SP No.2 except BOT CHORD 2x4 SP SS *Except* 2-0-0 oc puffins (2-11-8 max.): 4-5. 10-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-6 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 3-11, 6-10 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=121(LC 10) Max Uplift 2=572(1_13 12), 7=572(LC 12) Max Grav 2=1164(LC 1).7=1164(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4811/3239, 3-4=3537/2354, 4-5=3343/2335, 5-6=3537/2367, 6-7=-4810/3202 BOT CHORD 2-12=2994/4572, 11-12=2993/4586, 10-11=1969/3343, 9-10=2959/4586, 7-9=2959/4572 WEBS 3-12=0/258, 3-11=1346/997, 4-11=513/889, 5-10=519/889, 6-10=-1346/1001, 6-9=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,,�71111111//II� 2) Wind: ASCE 7-16; Vult=160mph h=15ft; B=45ft; L=24ft; Cat. ,%OPQV ♦j♦, (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; eave=4ft; 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-12, Exterior(2E) ,� ,........ .� '�\ ,� ; �'•�� 14-4-12 to 15-74, Exterior(2R) 15-7-4 to 19-10-3, Interior(1) 19-10-3 to 31-0-0 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 No 68182 * to the use of this truss component ZZ �� 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. •� ST F 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. ♦♦•. Q F(\ Q •.• �\ 8) Bearing atjoint(s) 2, 7 considers parallel to grain value using ANSU1 angle to grain formula. Building designer should verify `,� ♦TPI ♦ S • • • ,� ♦�f5l� capacity of bearing surface. N A� E �� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=572, 7=572. Joaquin Velez PE No.68182 10) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®WARNING - Verify 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 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 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 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 ANS//rPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804958 511103 All Hip 1 1 Job Reference (optional) I tbbetts Lumber Uompany, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:48 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zMWsl-DXSEVkigr MyTjdys4CtjMCGdYPbCa30gPrrLWzmGpj r1 0-0, 6-8-4 12-4-12 17-7-4 23-3 12 30-M 31-0 Q 1 0-0 6-84 5'$ 5-2-8 5.8-8 I 6-8 4 Scale = 1:53.0 Sx8 = 5x6 = c� N o 3x8 = 2.00(12 3xB = 6$� 12-6-4 17 5-12 23-3-12 30-M 6 811 5-10-0 4-11 8 5-10-0 6-8-4 Plate Offsets (X,Y)— [4:0-5-4,0-2-8I 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 [nor YES Code FBC2020/TP12014 CS1. TC 0.71 BC 0.84 WB 0.56 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) -0.51 11-12 >704 360 Vert(CT) -0.96 11-12 >374 240 Horz(CT) 0.47 7 n/a n/a Wind(LL) 0.66 9-10 >547 240 PLATES MT20 MT20HS Weight: 128 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc pudins, 4-5: 2x4 SP No.2 except BOT CHORD 2x4 SP SS 'Except- 2-0-0 oc purlins (2-5-15 max.): 4-5. 10-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=106(LC 10) Max Uplift 2=572(LC 12), 7=572(1_10 12) Max Grav 2=1164(LC 1), 7=1164(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4834/3411, 3-4=3908/2785, 4-5=3725/2741, 5-6=3909/2785, 6-7=-4834/3412 BOT CHORD 2-12=3164/4594, 11-12=3166/4609, 10-11=2422/3724, 9-10=3167/4609, 7-9=3165/4594 WEBS 3-11=924/721, 4-11=509/922, 4-10=273/275, 5-10=505/922, 6-10=922/721 NOTES- 1) Unbalanced roof live loads have been considered forthis 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-4-12, Extedor(2R) 12-4-12 to 16-7-11, Interior(1) 16-7-11 to 17-7-4, Exterior(2R) 17-7-4 to 21-10-3, Interior(1) 21-10-3 to 31-0-0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 7 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jtAb) 2=572, 7=572. 10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. No At �� PQUI N VFj . AA No 68182 * � A, AA to•S OF •44/: y�SS/� N A; E���•' Joaquin Velez PE No.68182 MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ® 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 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 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/rP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 1 Model 1306 GARAGE RIGHT T22804959 511103 Al2 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:49 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-hjOcj4jlclUp5tCBQnk6GakS9ypnx6EY33aD5zzmGpi 5Sa810-4-12 74 24�-12 0�'1-0Q r11-001 5 9 01 o 4-8-8 4-4-74 4-" 5-0I.0-0 Scale = 1:53.0 46 = 3x4 = 4x6 = 3xB = 2.00 12 3x8 = 10-04 195-12 30-0-0 10-64 B-11-8 10-64 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.57 10-11 >627 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -1.17 10-11 >308 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.47 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.74 10-11 >483 240 Weight: 129 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except- TOP CHORD 4-6: 2x4 SP No.2 BOT CHORD 2x4 SP SS BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-90(LC 10) Max Uplift 2=572(LC 12), 8=572(LC 12) Max Gram 2=1164(LC 1). 8=1164(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4827/3566, 3-4=4297/2966, 4-5=-4120/2926, 5-6= 4120/2926, 6-7=-4297/2966, 7-8=-4827/3566 BOT CHORD 2-11=3317/4602, 10-11=2990/4415, 8-10=3318/4602 WEBS 3-11=523/653, 4-11=587/1064, 5-11=529/416, 5-10=529/416, 6-10=587/1064, 7-10=523/653 Structural wood sheathing directly applied or 2-9-6 cc puffins, except 2-0-0 cc purlins (2-6-8 max.): 4-6. Rigid ceiling directly applied or 2-2-0 cc bracing. 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-4-12, Exterior(2R) 104-12 to 14-7-11, Interior(1) 14-7-11 to 19-7-4, Extedor(2R) 19-74 to 23-10-3, Interior(1) 23-10-3 to 31-0-0 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=572, 8=572. 10) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. %%% 1, %%OpPljINz. i No 6.8182 �-'0 : ram :O S OF :0, o�� F �.�4 O R 1 O P ,. \�,♦♦ l/llllll Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 11,2021 ®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 m� 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 ANSNTP/f Qualify 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 Job Truss Truss Type City Ply Model 1306 GARAGE RIGHT T22804960 511103 A13 Hip Girder 1 q J Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:54 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-2hpVmonQRg66Be46DKJHzdSJZzWgcNAHCLI_nAzmGpd ri-0-0 4-0-12 8-1-12 15.0-0 21-10-4 25-5� 30-0-0 31-0-0i 1-0-0 41r12 3-7-0 6-10-4 6-10-4 3-7-0 4-0-12 1-0-0 Scale=1:53.0 6x8 = 4x8 = 6x8 = 4.0012 4 5 Im pig g 4x4 22 29 4x4 213 7 30 o7 1 2 13 33 34 35 36 12 37 38 39 11 8 9 I rc 32 40 41 I 055� 31 14 6x12 MT20HS = 2x4 11 6x12 MT20HS = 10 42 0 2x4 11 2x4 II 3x6 = 2.00 12 3x6 21-10A 4-9-0 "_-4-2 7 -0 3-4-12 15-0-0 21-4-12 21- 1 25J-0 30-0-0 49-0 312 5• 6-4-12 6-4-12 0- 4-9-0 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 NO Code FBC2020/TPI2014 CSI. TC 0.68 BC 0.60 WB 0.20 Matrix -MS DEFL. in (loc) I/dell L/d Vert(LL) -0.63 12 >567 360 Vert(CT) -1.17 12 >308 240 Horz(CT) 0.45 8 n/a n/a Wind(LL) 0.81 12 >442 240 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 430 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-5-14 cc pudins, 4-6: 2x6 SP No.2 except BOT CHORD 20 SP SS 2-0-0 cc pudins (6-0-0 max.): 4-6. WEBS 20 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 4-13,6-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-72(LC 30) Max Uplift 2=1202(1_C 8), 8=1202(1_C 8) Max Grav 2=2627(LC 1), 8=2627(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=11716/5074, 34=11740/4995, 4-5=11958/5071, 5-6=11957/5071, 6-7=11738/4995. 7-8=11714/5073 BOT CHORD 2-14=-4759/11165, 13-14=-4781/11228, 12-13=6241/15095, 11-12=6241/15095, 10-11=-4780/11227, 8-10=4757/11165 WEBS 3-13=115/397, 5-12=0/602, 7-11 =1 29/396, 4-13=111313146, 6-11=1113/3146, 5-13=3329/1372, 5-11=3331/1372 NOTES- I/F���0 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. ,,��OPQvIN �'GENS•� �. �� Bottom chords connected as follows: 20 -1 row at 0-9-0 cc, :� ,•' �'•,• Webs connected as follows: 20 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-5-0 cc. 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 No 68182 * �' ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. �' S F �'� II; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific O ` to the use of this truss component y� ,IN' i� •. Q �,.•' \ R \ �i ' • • `� 6) Provide adequate drainage to prevent water ponding. 7) All MT20 is • • • • �� �% ���11 ates are plates ess d. lte N A'160, 8) Thisltruss has been designed for a 110.0 psf bottomerwise chord live load nonconcurrent with any other live loads. 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 JDaquloVelat PE No.68182 will fit between the bottom chord and any other members. MIT& USA, Inc. FL Cert 6634 10) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 6904 Parke East Blvd. Tampa FL 33610 capacity of bearing surface. Date: 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) February 11,2021 2=1202, 8=1202. ®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 MTeW connectors. This design is based only upon parameters shown, 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 andlor 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 ANSHTP/1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804960 511103 A13 Hip Girder 1 q •7 Job Reference (optional) Ilbbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:00:54 2021 Page 2 I D:gkU5A7F03LQ31CUfcyp2V6zM Wsl-2hpVmonQRg66Be46DKJHzdSJZzWgcNAHCLI_nAzmGpd NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)121 Ib down and 127 Ib up at 4-0-12, 59 Ib down and 49 Ib up at 6-0-12, 157 Ib down and 178 Ib up at 8-1-12, 136 Ib down and 175 Ib up at 10-0-12, 136 Ib down and 175 Ib up at 12-0-12, 136 Ib down and 175 Ib up at 14-0-12, 136 Ib down and 175 Ib up at 15-11-0, 136 Ib down and 175 Ib up at 17-11-4, 136 Ib down and 175 Ib up at 19-11-4. 157 Ib down and 178 Ib up at 21-10-4, and 59 Ib down and 49 Ib up at 23-11-4, and 121 Ib down and 127 Ib up at 25-11-4 on top chord, and 270 Ib down and 101 Ib up at 4-0-12, 257 Ib down and 148 Ib up at 6-0-12, 102 Ib down at 8-0-12, 102 Ib down at 10-0-12, 102 Ib down at 12-0-12, 102 Ib down at 14-0-12, 102 Ib down at 15-11-0, 102 Ib down at 17-11-4, 102 Ib down at 19-11-4, 102 Ib down at 21-11-4, and 257 Ib down and 148 Ib up at 23-11-4, and 270 Ib down and 101 Ib up at 25-114 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 (pif) Vert 1-4=54, 4-6=-54, 6-9=54, 13-15=-20, 11-13=-20, 11-18=-20 Concentrated Loads (lb) Vert: 4=136(1]1) 6=136(B) 21=81(B) 22=14(B) 23=136(B) 24=-136(B) 25=-136(B) 26=136(B) 27=136(121) 28=-136(B) 29=14(B) 30=-81(B) 31=-270(B) 32=257(B) 33=81(B) 34=81(B) 35=81(B) 36=81(B) 37=81(B) 38=81(B) 39=-81(B) 40=81(B) 41=257(B) 42=270(B) 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 r�� //�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 'y' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804961 511103 B1 Hip Girder 1 1 Job Reference (optional) I Ibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:08 2021 Page 1 ID:gkU5A7FO3LQ3lCUfcyp2V6zMWsl-dNfoiayC88t7tn9o1 GZZXal ircLZuhZLQWhjGMzmGpP 1-0-0 5-9-0 10_8.0 15-7-0 21-4-0 22-0-0 1-0-0 5-9-0 4-11-0 4-11-0 5-9-0 1-M 4.00 F12 4x6 = 4x8 = 2x4 II axe = - 23 24 - 25 26 - 5x6 = -0 3x10 = 2x4 11 4x6 = Scale=1:38.0 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 NO Code FBC2020/TPI2014 CSI. TC 0.69 BC 0.44 WB 0.26 Matrix -MS DEFL. in Vert(LL) -0.22 Vert(CT) -0.42 Horz(CT) 0.09 Wtnd(LL) 0.27 (loc) I/defl L/d 9 >999 360 9 >613 240 6 n/a n/a 9 >943 240 PLATES GRIP MT20 244/190 Weight: 89 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-13 cc pudins, 3-5: 2x4 SP SS except BOT CHORD 2x4 SP SS 2-0-0 cc pudins (2-10-4 max.): 3-5. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-1 cc bracing. REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=53(LC 7) Max Uplift 2�618(LC 8), 6=61B(LC 8) Max Grav 2=1459(LC 1), 6=1459(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3790/1411, 3-4=-4565/1778, 4-5=-4565/1778, 5-6=3790/1411 BOT CHORD 2-10=1245/3556, 9-10=1246/3591, 8-9=1246/3591, 6-8=-1245/3556 WEBS 3-10=17/511, 3-9=450/1172, 4-9=550/457, 5-9=-451/1173, 5-8=-17/511 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.Dpsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Ex C; End., GC I-0.18; MWFRS (directional); cantilever left and ri ht ex osed ; Lumber DOL=1.60 late grip, DOL=1.60 P P�- ( ) 9 P P 9 P 3) Building Designer/ I N Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component ,��� PQU 4) Provide adequate drainage to prevent water ponding. ,.•�\G E N S'�'.� �i' 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.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 all by 2-0-0 wide No 68182 �� 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 Ib uplift atjoint(s) except at --lb) 2=618, 6=618. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. = c �• S (0 F Q11: 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 126 lb up at 7-0-12, 79 lb down and 126 lb up at 9-0-12, 79 lb down and 126 lb up at 10-8-0, and 79 lb down and 126 lb up at 12-3-4, and 79 lb �� 000 down and 126 lb up at 14-3 4 on top chord, and 287 lb down and 89 lb up at 5-9-0, 61 lb down at 7-0-12. 61 lb down at 9-0-12, 61 lb down 10-8-0, �.C, Q;� ._�♦ #i� R \ �j� SS �' at 61 lb down at 12-3-4, and 61 lb down at 14-3-4, and 287 lb down and 89 lb up at 15-7-0 on bottom chord. The • • • • • •'��G �� s the of others. 10) In design/selectionlttruss ethLOAD CASE(S) eapplied lt section, loads the are of the ay arenotedas front (F) or back (B).�if LOAD CASE(S) StandardMIek Jeaqulh,Velez PE No.68182 USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 6904 Parke East Blvd. Tampa FL 33610 Vert 1-3=54, 3-5=54, 5-7=54, 11-14=20 Dater February 11,2021 ILCouvVinuectroolpaig ®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 my 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 ANSUTP/f Quagty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804961 511103 81 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:09 2021 Page 2 1 D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-6ZDAvwyrvR7_Vxk_b_4o4oZtbOhodBpUfARHppzmGpO LOAD CASE(S) Standard Concentrated Loads (lb) Vert 10=287(B) 9=52(B) 4=-79(B) 8=287(B) 18=79(B) 19=-79(B) 20=79(13) 21=79(13) 23=52(B) 24=52(B) 25=52(B) 26=52(13) ®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 MiTek9 connectors. This design is based only upon parameters shown, 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 andlor 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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804962 511103 82 Hip 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MTek Industries, Inc. Thu Feb 11 08:01:10 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-amnY7GzTgl7r65JB9hc1 c?6?ZQxPMe3eugAgLFzmGpN -1-M 7-9-0 13-7-0 21-4-0 M-4-0 1-0-0 7-9-0 5-10-0 7-9-0 1-0-0 4x8 = 4x8 = Scale = 1:38.0 3x4 = 3x4 = 5x6 = 2x4 II 3x4 = 7-9-0 10-8-0 13-7-0 21-4-0 7-9-0 2-11-0 2-11-0 7-9-0 Plate Offsets (X,Y)— [2:0-2-6,Edge], [3:0-5-4,0-2-4], [4:0-5-4,0-2-4], [5:0-2-6,Edge], [9:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.14 7-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.29 7-15 >885 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Wind(LL) 0.20 9-12 >999 240 Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 cc purins (4-5-2 max.): 3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 44-6 oc bracing. REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=69(LC 10) Max Uplift 2=-428(LC 12), 5=428(LC 12) Max Grav 2=843(LC 1), 5=843(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1710/1361, 34=1534/1300, 4-5=1710/1361 BOT CHORD 2-9=1162/1581, 8-9=1164/1593, 7-8=1159/1593. 5-7=1158/1581 WEBS 3-9=22/320, 4-7=22/320 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 Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-9-0, Exterior(2R) 7-9-0 ,j1lilt,, to 11 left and right 1C-C I N V�� j,e for members a d forces & MWFRS forRrea reactions shown; LumbeernDOL=1 60 p ate grip DOL=1 60antilever exposed `,,,OPGO • ' 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 • •' �� E N S'�'•�. �� 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 No 68182 * 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) cc 2=428,5=428. 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. O :�. S T 5 O F : ��` %%, Joaquin Velez PE No.68182 MTTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®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 WOW is always required for stability and to prevent collapse 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 BCS1 Building Component 6904 Parke East Blvd. Safety lnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804963 511103 B3 Hip Girder 1 2 Job Reference (optional) ibbens Lumoer l:ompany, valm tray, f L - 329U5, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:12 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-WBvIYx7jCM NYM PTZG6eViQBKnEaCgQKxL8fxP7zmGpL 1-0-0 5-M 9-9-0 11-7-0 16-0-10 21-4-0 1-0-0 5-3-0 4-5-10 1-10-0 45-10 &M 6A2 MT20HS 6x12 MT20HS Scale = 1:37.2 4x12 = 7x8 = THD26-2 THD26 7x14 MT20HS = Special Special 7x8 = Special 21 THD26 4x12 = Special 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/TPI2014 CSI. TC 0.89 BC 0.97 WB 0.60 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) Well Lid -0.34 9-10 >753 360 -0.62 9-10 >410 240 0.12 7 n/a n/a 0.46 9-10 >552 240 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 231 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-8 cc purlins, except 4-5: 2x4 SP No.2 2-0-0 cc pudins (3-3-12 max.): 4-5. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-8-0 cc bracing. WEBS 2x4 SP No.2 *Except* 3-10,6-8: 2x6 SP No.2 "Special' indicates special hangers) or other connection device(s) required at location(s)shown. The design/selection of such special REACTIONS. (size) 7=0-8-0, 2=0-8-0 connection device(s) is the responsibility of others. This applies Max Horz 2=86(LC 7) to all applicable truss designs in this job. Max Uplift 7=3154(LC 8). 2=231 O(LC 8) Max Grav 7=6759(LC 1), 2=4800(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=14857/7000, 3-4=14828f7070, 4-5=11645/5551, 5-6=16269/7706, 6-7=16241n607 BOT CHORD 2-10=-6571/14051, 9-10=5087/10996, 8-9=-5135/11105, 7-8=-7169/15407 WEBS 3-10=278/317. 6-8=317/272, 4-1 0=1 826/3770, 5-9=-913/2063, 4-9=-1086/2457, 5-8=2503/5305 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Illll/ ,��11 111� I N j/�<��j♦♦♦♦ Top chords connected as follows: 2x4 - 1 row at 0-4-0 cc. Bottom follows: `%%%(�V `,�0P , ••.`C E N S ' ••.� ♦i chords connected as 2x6 - 2 rows staggered at 0-4-0 cc. �� Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 cc. 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 No 68182 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. : * 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS rc (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project : �, ST OF engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 0 A, vi 6) Prode adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) histruss has been nonconcurrent l ive loads. aa ♦�T�' � O R `Q P • �_,�� ♦ lS �••••....• ♦♦♦♦�Sj1� with any rter 9) TThis truss has been designed for live load 20.Ops the bottom h N A, ad of on areas in all aas wheveload e arectangle 3-6-0 tall by 2-0-0 wide ► will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) JBaquiti Velez PE Nd.68182 Joaqu USA, z Pnc. FL .68ert 82 MITek6904 7=3154, 2=2310. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Parke East Blvd. Tampa FL 33610 Date: 12) Use USP THD26-2 (With 18-16d nails into Girder & 12-1 Od nails into Truss) or equivalent at 6-8-12 from the left end to connect February 11,2021 eruary truss truss(es) to back face of bottom chord. 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 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 property 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 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 ANS1/7'P/f Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SalefylnformaUon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804963 511103 B3 Hip Girder 1 Job Reference (optional) i iooeus Lumoer L ompany, valm day, t-L - sZauo, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:13 2021 Page 2 NOTES- ID:gkU5A7F03LQ31CUfcyp2V6zMWsl-_LThIH7LygVPzZ1 mgg9kEekVXdvRZta4aoPUyazmGpK 13) Use USP THD26 (With 18-16d nails into Girder & 12-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at 8-8-0 from the left end to 10-8-0 to connect truss(es) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1089 lb down and 517 lb up at 12-8-0. 1089 lb down and 517 lb up at 14-8-0. 1180 lb down and 517 lb up at 16-8-0, and 1180 lb down and 517 lb up at 18-8-0, and 1097 lb down and 511 lb up at 20-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-5=54, 5-7=54, 2-7=20 Concentrated Loads (lb) Vert 9=-1081(B) 15=2309(B) 16=1084(B) 17=1089(B) 18=1089(13;) 19=-1089(B) 20=1089(1]1) 21=1097(B) ® WARNING - Verity 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 MiTekO connectors. This design is based only upon parameters shown, 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 HT It 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 ANS11rplf Quality Criteria, DSB-89 and BCSI Building Component 6904 Pa Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MParke East Blvd. D 20601 Tampa, rk East Job Truss Truss Type Qty, Ply Model 1306 GARAGE RIGHT 511103 CA Comer Jack 6 1 T22804964 Job Reference (optional) _«S �Limiuca �uiripamy, rmrr bay, FL - ataua, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:14 2021 Page 1 - - ID:gkU5A7FO3LQ31CUfcyp2V6zMWsl-SX13zdOzj_dGbicyOXgznrHsT1 UgITADpS81 UOzmGpJ 1-M 1-M n 0 N 0 O 2x4 = Scale = 1:6.1 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 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/TPI2014 Matrix -MP Wtnd(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 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=45(LC 12) Max Uplift 3=-3(LC 9), 2=128(LC 12) Max Grav 3=1O(LC 17), 2=118(LC 1). 4=18(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 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 except (jt=lb) QV, N OPE 2=128. ,,`�� IV No 68182 11 CC RIV %%`�� �% Joaquin Velez PE No.68182 KUM USA, Inc. FL Cert 6634 '6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �pp� �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI fabrication, storage,, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804965 511103 CJ2 Comer Jack 4 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. I-M 3x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:15 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-wjaRAzl bUH17DsB8yFBCJ3p 1 DRgK1 wQN16ubOSzmGpl 1-11-11 Scale =1:7.7 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 0.11 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 FBC2020rrP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 8lb 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=62(LC 12) Max Uplift 3=-23(LC 12). 2=117(LC 12) Max Grav 3=36(LC 1), 2=140(LC 1), 4=30(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-11-11 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; 6145ft; 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 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 atjoint(s) 3 except Qt=lb) 2=117. % INGEN i No 68182 r r � ..0. S TE OF :�/ �N,��� Joaquin Velez PE 14o.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®WARNING -Verify 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 properly incorporate this design into the overall m �. 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?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty, Ply Model 1306 GARAGE RIGHT T22804966 511103 CJ3 Comer Jack 6 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:15 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-wjaRAz1 bUH17DsB8yFBCJ3p01Rovl wQN16ub0SzmGpl 3-M 1-0-0 3-0-0 i Scale = 1:9.4 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.14 Vert(LL) -0.00 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 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 FBC2020lrP12014 Matrix -MP Wind(LL) 0.01 4-7 >999 240 Weight 11 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=80(LC 12) Max Uplift 3=-48(LC 12), 2=-127(LC 12) Max Grav 3=63(LC 1), 2=172(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 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; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantileverleft 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 except Gt=lb) 2=127. 00P00I N ,VET lie No 68182 .0 ' S OF :4/10 O R C? � Joaquin Velez PE No.68182 KUM USA, Inc. FL Cert 6634 '6904 Parka East Blvd. Tampa FL 33610 Date: February 11,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 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 t 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 fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPN 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 Job Truss Truss Type Qty Piy Model 1306 GARAGE RIGHT T22804967 511103 CJ5 Comer Jack 6 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:17 2021 Page 1 I D:gkU5A7FO3LQ31 CUfcyp2V6zM Wsl-t6iBbf3sOvOrSALX3fEg PUvG rFO WVgwg VQNi5LzmGpG 1-0-0 5-0-0 3x4 = 5-M Scale = 1:12.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.03 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.06 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/TPI2014 Matrix -MP Wind(LL) 0.08 4-7 >758 240 Weight: 17lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=116(LC 12) Max Uplift 3=94(LC 12), 2=149(1_C 12) Max Grav 3=115(LC 1), 2=242(LC 1). 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. 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=6.0psf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II: Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 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.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=1b) 2=149. 0.0IN rVE NO ,,��,�P''�.•E N �. No 68182 S OF . ,� • A, Joaquin Velez PE No.68182 MITek USA,.Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 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 onty with MiTek® connectors. This design is based only upon parameters shown, 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 ANSI/rP/1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804968 511103 EJ4 Jack -Open 4 1 Job Reference (optional) Ibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:18 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-LIGao?3UnC8i4KwjdNlvxhRVNen WEH9pk46FdnzmGpF 1-0-0 4-M 1-0-0 4-M Scale = 1:11.1 N O 3x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.02 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/TPI2014 Matrix -MP Wind(ILL) 0.03 4-7 >999 240 Weight 14 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=98(LC 12) Max Uplift 3=71(1_C 12), 2=-134(LC 12) Max Grav 3=88(LC 1). 2=207(LC 1). 4=67(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-0-0 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-4 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.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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=134. �1111111//1I `QP'Ckkj I N .` ENS',1�i� No 68182 OF : �44/` OR ,tiIllI 111 doaouin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East -Blvd. Tampa FL 33610 Date: February 11,2021 ® 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 HT 31• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe'C• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdeation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City, Ply Model 1306 GARAGE RIGHT T22804969 511103 E.15 Jack -Open 5 1 Job Reference (optional) Ibbetts Lumber Company, Palm Bay, FL- 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:20 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-HhOKDh5kJgOQJd46konNO6WkwSN1 iBf6BObMhgzmGpD -1-0-0 5-9-0 1-0-0 5-9-0 Scale=1:14.2 N N , N O 3x4 = 5-9-0 5-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.05 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.10 4-7 >679 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) 0.13 4-7 >534 240 Weight: 19lb 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=129(LC 12) Max Uplift 3=11O(LC 12). 2=158(LC 12) Max Grav 3=133(LC 1), 2=269(LC 1), 4=101(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-9-0 oc pudins. 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; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 5-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) except (jt=lb) 3=110, 2=158. ,,,,�>1I111111/II�,I IN VF � No 68182 A.- cc OF 44/ OF I Joaquin Velez PE No.68182 Welk USA, Inc. FL Cert 6634 6904 Parke EastBlvd. Tampa FL 33610 Date: February 11,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 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 allays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 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 211601 Tampa, FL 36610 Job Truss Truss Type Qly Ply Model 1306 GARAGE RIGHT T22804970 511103 EJ6 Jack -Open 10 1 Job Reference (optional) t,umpany, ralm Iday, rL - szaub, 3x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:21 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-ItyiRO6M47WHxnfll VldZK3rDsh 1 RdvFQ2LvE6zmGpC 65-12 65-12 Scale=1:15.1 65-12 Plate Offsets (X,Y)— [2:0-2-10,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.08 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.16 4-7 >470 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Wind(LL) 0.19 4-7 >400 240 Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-2 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Holz 2=142(LC 12) Max Uplift 3=127(LC 12), 2=167(LC 12) Max Grav 3=152(LC 1), 2=296(LC 1), 4=114(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 Extenor(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-5-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. ,%%*$ QU I N 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ,QP` \ C•E N S <`� ,`��, 40 No 68182 o -13 .• S O F .• (V�U� Joaqulf) Velez PE No.68182 MITek USA, Inc. FL Cert.6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5f1912020 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 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 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 Job Truss Truss.Type Qty Ply Model 1305 GARAGE RIGHT T22804971 511103 EJ6P Jack -Open 2 1 Job Reference (optional) Tibbetts Lumber Co, Palm Bay, FL 3x4 = 8.430 s Dec 17 2020 MiTek Industries, Inc. Thu Feb 11 14:58:14 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zMWsl-p346TCgwFD8mPw5PQKFJN8QIhZyx13w3K tVHUzmBad 6-5-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.23 4-7 >314 240 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.13 4-7 >555 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP SS BOT CHORD 2x4 SP No.2 Scale=1:15.0 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-8-0 except Ot=length) 3=Mechanical. (lb) - Max Horz 2=142(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) 4 except 3=150(LC 12), 2=-287(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 3, 4, 4 except 2=292(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-5-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except (jt=lb) 3=150, 2=287. LOAD CASE(S) Standard %t"Jif1111///'I %IPQUAN ��••'���EN Fes'. �� .•�'�G SF•• No 68182 :XZ S OF : 44/,?Y.'�' % 111111111110 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater February 11,2021 ® 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 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 MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Crlterra, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 213601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804972 511103 EJ8 Jack -Open 8 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:23 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-hG3Tsi7dclm?A5ohQwL5el8GSfRpvXPYtMgOI?zmGpA -1-0-0 4-4-4 8-04 1-M 44-4 3-M Scale = 1:17.5 Plate Offsets (X,Y)— [2:0-4-10,0-0-15) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.14 4-7 >663 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.31 4-7 >310 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.31 4-7 >303 240 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP SS 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=170(LC 12) Max Uplift 3=160(LC 12), 2=184(LC 12) Max Grav 3=190(LC 1), 2=352(LC 1), 4=142(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 Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-8 zone; cantilever left and fight 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 nononcurrent 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 `,1 111I will fit 1� 5) Refer oegirder(s) for tween the otru s to truss connections. ttom chord and any other members. ,,��� PQU I N V�f����� 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,�� ,O • •' •E N • • • • ``� ,jam 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 at --lb) �•••' 3=160, 2=184. No 68182 O S O F : �V✓ 1,11111 � N Ali Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Dater February 11,2021 ® 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 Mi rek® connectors. This design is based only upon parameters shown, 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 HT 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 ANSUTP/i Quaft Crirerla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804973 511103 EJ8A Jack -Open 2 1 Job Reference (optional) IUU-1. L.H.- l.ompany, rmml oay, rL - a4auo, tt.43u s Nov 3U ZUZU MII eK Industries, Inc. Thu Feb 11 08:01:24 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-9Sdrd28FN2uroFNtzdsKByhSg3oSeyOi6OZZrRzmGpg 1-0-0 6-M 618 B-0-4 1 0-0 6-M 0-1-8 1-10-12 4x8 = 3x4 Scale=1:17.8 a 6 0 6-1.8 8.0-4 6-1-8 1-10-12 Plate Offsets (X,Y)— f3:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TIC 0.63 Vert(LL) -0.04 7-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.09 7-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.01 5 rile n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Wind(LL) 0.10 7-10 >975 240 Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins: 3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. REACTIONS. (size) 4=Mechanical, 2=0-8-0, S=Mechanical Max Horz 2=135(LC 12) Max Uplift 4=29(1_13 9). 2=195(LC 12). 5=128(LC 12) Max Grav 4=39(LC 22). 2=352(LC 1), 5=277(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=535/706 BOT CHORD 2-7=799/562, 6-7=800/571 WEBS 3-7=236/279, 3-6=681/954 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; 13=45ft; L=24ft; eave=oft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-0, Extedor(2E) 6-0-0 to 7-11-8 left zone; cantilever and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 : j I N plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �,Q ��% �P. • �F ��j G E N •••.� �i to the use of this truss component �� •• \ s 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. • No 68182 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * �• will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify bearing •� O F capacity of surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=1b) 2=195,5=128. i���'.• A, Q` _�`� '•. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 40 �j is •Q R ��••'• N �` S� N A; Joaquin Velez PE No.68182 M7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®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 M7ek® connectors. This design is based only upon parameters shown, 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 liT building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is M iTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS1717P11 Quaflfy Criteria, DSB-99 and BCSI Building Component Safefylnfonnat/on available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804974 511103 HJ4 Diagonal Hip Girder 2 1 Job Reference (optional) I Ibbetts Lumber company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:24 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-9Sdr328FN2uroFNtzdsKByh Wf3gFe_Ti6OZZrRzmGp9 1-5-0 4-M 5-7-2 1S-0 4-M 1-7-2 3x4 = LOADING (psi) 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/TPI2014 CSI. TC 0.38 BC 0.38 WB 0.01 Matrix -MP DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-9-13, 5=Mechanical Max Horz 2=97(LC 21) Max Uplift 4=64(LC 8), 2=210(LC 8), 5=34(LC 8) Max Grav 4=109(LC 1), 2=298(LC 1), 5=93(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. in (loc) I/dell Lid PLATES -0.05 6-9 >999 360 MT20 -0.09 6-9 >707 240 0.01 2 n/a n/a 0.07 6-9 >961 240 Weight 20 lb Scale = 1:13.8 GRIP 2441190 FT = 20% Structural wood sheathing directly applied or 5-7-2 oc purlins. Rigid ceiling directly applied or 6-0-0 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. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 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) 4, 5 except at --lb) 2=210. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 33 lb up at 2-9-8, and 24 lb down and 33 lb up at 2-9-8 on top chord, and 8 lb down and 10 lb up at 2-9-8, and 8 lb down and 10 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=54, 5-7=20 Concentrated Loads (Ib) Vert: 11=14(F=7, B=7) 0 4v IN 1 VF�P*ii �%. GENg No 68182 r �^0: :CCZ O. S OF :�41/` 1j/1111110 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®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 is M ITeK• always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804975 511103 HJ5 Diagonal Hip Girder 1 1 Job Reference (optional) t tuoens Lumoer L ompany, calm tray, rL - 32auo, 8.430 Is Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:25 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-eeBDG09t8MOiQPy3XLNZjAEfsT7cNNbrLgJ7NtzmGpB -1-5-0 4-11-9 cl-1_1 il&*7 3x4 = Scale = 1:19.3 1 4-11-9 4-1-1 0 -10 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.08 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Wtnd(LL) 0.04 6-7 >999 240 Weight: 37 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 4=516(1_C 1), 2=516(LC 1) Max Uplift 2=372(LC 8), 5=80(LC 8) Max Grav 2=590(LC 1). 5=330(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1495t761, 3-4=571/440 BOT CHORD 2-7=377/929, 6-7=374/938 WEBS 3-7=0/261, 3-6=984/392 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); 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 10.0 bottom II#�I�', 1I a psf chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for live load 't'ji N VF� III a of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom ,�� PQU will chord and any other members. , G•E N S•.� 5) Refer to girder(s) for truss to truss connections. ,�� .•�\ F 6) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Gt=lb) 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 63 lb up at • No 68182 * �• 4-2-15, 371b down and 63 Ib up at 4-2-15, and 62 Ib down and 116 Ib up at 7-0-14, and 62 lbdown and 116 lb up at 7-0-14 on top chord, and 8 lb down and 6 lb up at 1-4-15. 8 lb down and 6 lb up at 1-4-15, 13 lb down at 4-2-15, 13 lb down at 4-2-15, and 34 lb down 7-0-14, at and 34 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. •. ST F �G1 8) In the LOAD CASE(S) • section, loads applied to the face of the truss are noted as front (F) or back (B). SOT • A,LOA 1) DeDad A+ Ro(of)Live (ba Standa nced): Lumber Increase=1.25, Plate Increase=1.25 ,`` ,,'��j�S�Q ``,� Uniform Loads �I N AL (plf) �� Vert 1-4=-54, 5-8=-20 Concentrated Loads (lb) Joaquin Velez PE No:68 2 68 18 Vert: 10=7(F= 4, B= 4) 11=3(F=1, B=1) 12=76(F=-38, B=-38) 13=-20(F=10. B=-10) 14=69(F=34, B=34) MITek USA, Inc. FL 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®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 M7ek® connectors. This design is based only upon parameters shown, 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 allays required for stability and to prevent collapse 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//rP/f Quality Criferfa, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety ln►onnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804976 511103 HJ6 Diagonal Hip Girder 2 1 Job Reference (optional) rbbetts Lumber Company, Palm Bay, FL - 32905. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:26 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-6dbUkAVvg8Z1 ZXG52uoGNmsC1SY6sN_ZK2gvJzmGp7 -1-5-0 4-5-6 8-0-13 15-0 455 3-7-8 Scale=1:17.5 U4 = 45.6 35-11 0 -12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(ILL) 0.03 7 >999 240 Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins. 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 4=615(LC 1), 2=615(LC 1) Max Uplift 2=374(LC 8), 5=61(LC 8) Max Grav 2=564(LC 1), 5=315(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1425/777, 3.4=-666/584 BOT CHORD 2-7=308/764, 6-7=308R64 WEBS 3-6=806/325 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 component3) ,,,11 fll, This truss has been designed for sf bottom chord ve load ent with any other ive loads. • hord in This truss has been designed foralive 4) eload of 20.Ops onl the bottom all areas where al rectangle 3-6-0 tall by 2-0-0 wide ,���, N ... will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. J .•''GENg'• 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 5 except Qt=lb) ,� � �� �'••• � 2=374. NO 68182 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 63 lb up at * �� 4-2-15, 37 lb down and 63 lb up at 4-2-15, and 61 lb down and 112 lb up at 7-0-14, and 61 lb down and 112 lb up at 7-0-14 on top chord, and 8 lb down and 6 lb up at 1-4-15, 8 lb down and 6 lb up at 1-4-15, 13 lb down at 4-2-15. 13 lb down at 4-2-15, and 40 lb = .13 down at 7-0-14, and 40 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility] •� ST F 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). .0 0 • A� CASE(S) Standard • Q' �4ir, �. .��•.�0R1p•.•'♦LOAD ,ss % 1) Live(a (lanced): Lumber Increase=1.25, Plate Increase=1.25 ad + Roof �� N A� U 011 Vert: 14=54, 5-8=20 Joaquin Velez PE NO.68182 Concentrated Loads (lb) MIek USA, Inc. FL Cert 6634 Vert 3=3(F=1, B=1) 7=20(F=10. B=10) 10=7(1`=4, B=4) 11 =-1 02(F=-51, B=51) 12=78(F=39, 6=39) 6904 Parke East Blvd. Tampa FL33610 Date: February 11,2021 ®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 permanentbracing 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 Criferla, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804977 511103 M1 Jack -Open Girder 2 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:27 2021 Page 1 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-al Jzh4A7fzGQfi6SfmP1 obJ?DHmArJnBo_oERmzmGp6 1-0-0 4-0-0 4r1 8 8-0-4 10-0 4-M 0-1 8 3-10-12 4x6 = 3x4 = -.I I " 4-1-8 6-0 5 8-0-4 4-1-8 1-10-13 1-11-15 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 7.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Incr NO WB 0.17 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS DEFL. in (loc) I/deb Ud Vert(LL) -0.11 6-7 >882 360 Vert(CT) -0.21 6-7 >445 240 Horz(CT) 0.06 4 n/a n/a Wind(LL) 0.14 6-7 >686 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 5-7: 2x4 SP SS BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=99(LC 25) Max Uplift 4=107(LC 5), 2=240(LC 8), 5=81(LC 8) Max Grav 4=135(LC 18). 2=447(LC 1), 5=290(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1245/533 BOT CHORD 2-7=537/1171, 6-7=556/1248 WEBS 3-7=198/643, 3-6=1340/598 Scale=1:17.8 PLATES GRIP MT20 2441190 Weight: 30 lb FT = 20% Structural wood sheathing directly applied or 5-1-3 cc purlins, except 2-0-0 cc purins: 3-4. Rigid ceiling directly applied or 8-1-1 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered forthis 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) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSlfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=107, 2=240. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 115 lb down and 178 lb up at 4-0-0, and 48 lb down and 86 lb up at 6-0-12 on top chord, and 95 lb down and 61 lb up at 4-1-8, and 31 lb down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 P,00I N V ii F No 68182 r :CC S OF '4/� do '<v: 1111111 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 9 ®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 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 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 ANSUTP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Piy Model 1306 GARAGE RIGHT T22804977 511103 M1 Jack -Open Girder 2 1 Job Reference (optional) ruuaus Lwnuer Uompany, raim nay, rL - az6Uo, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:27 2021 Page 2 I D:gkU5A7FO3LQ31CUfcyp2V6zM Wsl-al Jzh4A7fzGQfi6SfmP1 obJ7DHmArJnBo_oERmzmGp6 LOAD CASE(S) Standard Uniform Loads (plf) Vert 1-3=54, 34=-54, 7-8=-20, 5-7=20 Concentrated Loads (lb) Vert 7=95(B) 3=-67(B) 6=31(B) 11=-34(B) ®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, end is for an individual building component, not �® bat a truss system. Before use, the building designer must verity 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 ANS11TPN 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 Job Truss Truss Type Qty, Ply Model 1306 GARAGE RIGHT T22804978 511103 V1 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, V a 0 2x4 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:28 2021 Page 1 ID:gkU5A7Fo3LQ31CUfcyp2V6zM Wsl-2DtMvQBIQHOHHsheCTwGLosFygGYaoeH1 eXn_CzmGp5 2-9-8 2-9-8 A rtr Scale =1:7.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 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 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-8 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-8-12, 2=2-8-12, 3=2-8-12 Max Horz 1=34(LC 12) Max Uplift 1=25(LC 12), 2=-48(LC 12) Max Grav 1=68(LC 1), 2=50(LC 1), 3=37(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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 1 1111 /f f will fit between the bottom chord and any other members. ��%1'r 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �%%% N capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. :� , •'�\ G E N S4�''? .0' No 68182 r � S OF •�/Z A,P.••=�` C? . Joaquin Velez PE No.68182 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®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 MTekal connectors. This design is based only upon parameters shown, 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 allays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safetyinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply Model 1306 GARAGE RIGHT T22804979 511103 V2 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 4 0 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:29 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zM WsI-WQRk6mCOBbW8uOGgmBRVuOOKw4apJFuRFIHKWezmGp4 4-9-8 4-9-8 2x4 � 2X4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip COL 1.25 TC 0.48 Vert(LL) n/a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.16 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 FBC2020/TPI2014 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=4-8-12, 3=4-8-12 Max Horz 1=67(LC 12) Max Uplift 1=50(LC 12), 3=73(LC 12) Max Grav 1=137(LC 1). 3=137(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=129/286 Scale = 1:10.7 PLATES GRIP MT20 244/190 Weight 15 lb FT = 20% Structural wood sheathing directly applied or 4-9-8 cc pudins, 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) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 4-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. `%t,111111111, I N • G E N10 No 68182 :ccZ ST OF : 4/� �ysS �� N A� �����• Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6694 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511972020 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 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 ANSUTPH 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 ! 1 7 Job Truss Truss Type my Ply Model 1306 GARAGE RIGHT T22804980 511103 V3 Valley 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, V g 0 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.19 TCDL 7.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2020/TPI2014 Matrix-S 2x4 11 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:30 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zMWsl_c 6K5DOyue7WAr1KuzkQDxZ5UxL2htaUxOu25zmGp3 6-9-8 6-9-8 2x4 11 3 2x4 11 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a - n/a 999 MT20 244/190 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 4 n/a n/a 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=6-8-12, 4=6-8-12, 5=6-8-12 Max Horz 1=103(LC 12) Max Uplift 1=1(LC 12), 4=54(1_(C 12). 5=135(LC 12) Max Grav 1=66(LC 1), 4=101(LC 1), 5=255(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=223/464 Scale = 1:14.9 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purling, 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=451t: L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 6-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 1, 4 except Gt=1b) 5=135. ,,��111111/fI//I %% PQU IN VFW �ii GENS' No 68182 :'0 = ST OF �/� y� S/O N A, IE���� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 11,2021 ®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 M7ek® connectors. This design is based only upon parameters shown, 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/?PH QuaW 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 f ., a Job Truss Truss Type Qty, Ply Model 1306 GARAGE RIGHT T22804981 511103 V4 Valley 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL-32905, v a 0 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 11 08:01:30 2021 Page 1 ID:gkU5A7FO3LQ31CUfcyp2V6zMWsl-_c 6K5D0yue?WArlKuzkQDxYJUwP2hlaUxou25zmGp3 8-8-12 8-8-12 2x4 11 5 4 2x4 % 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.14 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2020frP12014 Matrix-S DEFL. in (loc) I/deb Ud Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 4 n/a n/a 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=8-8-0, 4=8-8-0, 5=8-8-0 Max Horz 1=137(LC 12) Max Uplift 1=-4(LC 12), 4=-69(LC 12), 5=180(LC 12) Max Grav 1=95(LC 1), 4=130(LC 1). 5=341(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=271/505 Scale = 1:18.3 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; 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; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-11-5 to 3-11-5, Interior(1) 3-11-5 to 8-7-0 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 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, 4 except Gt=1b) 5=180. ".0t%t1 { I I I II f ffJ* `.�` POv IN No 68182 ST OF : 41 i0xri A,4�1 P .ZORXO, \_�` 111111110%. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Gert 6634 6904 Palk; East Blvd. Tampa FL 33610 Date: February 11,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p �r building design. Bracing indicated is to prevent buckling of indvidual 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnformaBon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'11fi - -I- For 4 x 2 orientation, locate plates 0- Vid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the �r output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. a: O U a. O R Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 0 MiTek 6 MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing.pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/rPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.