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Home My WebLink AboutTruss® SECEI.VED Lumber design values are in accordance with ANSI/TPI 1 section 6.3 r These truss designs rely on lumber values established by others. DEC 2 9 2021 MiTekSt. Lucie County Permitting RE: 511909 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: VB CUSTOM HOMES Project Name: ASSELIN RES Model: Tampa, FL 33610-4115 Lot/Block: Subdivision: . Address: ., . City: VERO BEACH State: FL. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 50.0 psf Floor Load: N/A psf This package includes 45 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24606913 Al 7/8/21 15 T24606927 A13 7/8/21 2 T24606914 A1A 7/8/21 16 T24606928 A14 7/8/21 3 T24606915 Al B 7/8/21 17 T24606929 A15 7/8/21 4 T24606916 A2 7/8/21 18 T24606930 A16 7/8/21 5 T24606917 A3 7/8/21 19 T24606931 A17 7/8/21 6 T24606918 A4 7/8/21 20 T24606932 A18 7/8/21 7 T24606919 A5 7/8/21 21 T24606933 A19 7/8/21 8 T24606920 A6 7/8/21 22 T24606934 A20 7/8/21 9 T24606921 A7 7/8/21 23 T24606935 A21 7/8/21 10 T24606922 A8 7/8/21 24 T24606936 A22 7/8/21 11 T24606923 A9 7/8/21 25 T24606937 A23 7/8/21 12 T24606924 A10 7/8/21 26 T24606938 CAA 7/8/21 13 T24606925 All 7/8/21 27 T24606939 CAB 7/8/21 14 T24606926 Al2 7/8/21 28 T24606940 CJ3A 7/8/21 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tibbetts Lumber Co., LLC. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPl 1, Chapter 2. ` "ill I1111 lot" �, �� PQU I N VFW �i,♦♦ %% �� ''DENS Fl ♦'� No 68182 pO :• STATE OF • : �14/ ��♦�F • �� O R t O P N��. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 8,2021 Velez, Joaquin 1 of 2 mm W1 9 C MiTek 0 RE: 511909 - Site Information: Customer Info: VB CUSTOM HOMES Project Name: ASSELIN RES Model: . Lot/Block: Subdivision: . Address: ., . City: VERO BEACH State: FL. No. Seal# Truss Name Date 29 T24606941 CJSA 7/8/21 30 T24606942 EJ3A 7/8/21 31 T24606943 EJ3AB 7/8/21 32 T24606944 EJ3B 7/8/21 33 T24606945 EJ3C 7/8/21 34 T24606946 EJSA 7/8/21 35 T24606947 ERA 7/8/21 36 T24606948 EJ7AB 7/8/21 37 T24606949 EJ7B 7/8/21 38 T24606950 HJ3A 7/8/21 39 T24606951 HJ3B 7/8/21 40 T24606952 HJSA 7/8/21 41 T24606953 HJ7A 7/8/21 42 T24606954 M7A 7/8/21 43 T24606955 M7B 7/8/21 44 T24606956 WC 7/8/21 45 T24606957 WD 7/8/21 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply {T24606913'' 511909 Al Common 13 1 —1- Job Reference (optional) 11 - J 1 L, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:19 2021 Page 1 ID:zoNxg5lfKKVbfj U4p4vl24z7Sfc-6? PRX7t_zs7CGfgsmhVjl Ikq?n_wacbCotH3?mz—RbY i•4-0 7-7-0 11-2-0 14-3-8 21.0-0 27-8-8 30-10-0 34-5.0 40-8•0 2-0-0 1-4-0 6-3-0 3-7-0 3.1-8 6-8.8 6-8-8 3-1-8 3-7-0 6.3-0 1-4-0 5x6 = 22 20 4x8 = 16 1 D ,-4 4x6 = _ 5x8 = 4x6 = 4x6 — 2x4 11 2x4 II 46 = 1-4-0 az-o-o 1-0-0 11-2-0 21-0-0 30-10-0 40-8-0 41 -0 -0-0 9-10-0 9-10-0 9.10-0 9-10-0 0 4 0 Scale = 1:76.0 [wI9 Plate Offsets (X,Y)- [2:0-7-2 0-2-8] [12:0-9-5 0-2-8] [17:0-6-0 Edge], [19:0-5-12 0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.26 18-19 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.43 18-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.24 14 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 326 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. 13-16: 2x4 SP SS, 6-20,8-16: 2x4 SP No.2 WEBS 1 Row at micipt 7-18, 4-22, 10-14, 6-18, 8-18 WEBS 2x4 SP No.2 REACTIONS. (size) 22=0-8-0, 14=0-8-0 Max Horz 22=496(LC11) Max Uplift 22=-994(LC 12). 14=-930(LC 12) Max Grav 22=2101(LC 1). 14=2101(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-735/101, 2-4=-901/347, 4-5=-3019/1630, 5-6=-2891/1627, 6-7=-2406/1472, 7-8=-2383/1499, 8-9=-2769/1566, 9-10=-2961/1610, 10-12=-843/316, 12-13=-667/78 BOT CHORD 1-22=-159/697, 21-22=-1320/3128, 20-21=-286/506, 15-16=-234/440, 14-15=-1268/2714, 13-14=-129/625, 18-19=-1056/2856, 17-18=-926/2446, 6-19=-118/478, 8-17=-133/507 WEBS 7-18=-1002/1713, 10-15=-287/340, 4-21=-439/357, 2-22=-577/601, 4-22=-2517/1397, 12-14=-568/570, 10-14=-2570/1457, 6-18=-1047/615, 6-18=-964/597, 15-17=-818/2135, 9-17=-320/179, 19-21=-803/2371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(l) 4-2-5 to 21-0-0, Exterior(2R) 21-0-0 to 25-3-3, Interior(1) 25-3-3 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 22=994, 14=930. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin:Velez:PE No.88182 sM[Tek USA Inc.�FL Celt 8634 . 16904„Parke, East Blvd. Tampa;FL 3 '610 �Da4e July 8,2021 �s MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply i T24606914" 511909 Al A Roof Special 2 1 Job Reference (optional) UeLLS LLilll . LLI , vcaia, FL - 34472, 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jul 7 13:38:36 2021 Page 1 ID:zoNxg5lfKKVbfj U4p4vl24z7Sfc-6Hxt5x4ez4GooGT7FIliEKxfldlw3JPii0uT6Hz_RbH 1-4-0 3-8-15 12-4-8 21-0-0 29-7-8 38.2.15 40.8-0 2-0- -4.0 2-4-15 8.7-8 8.7-8 8-7-8 8-7-8 2-5-1 4.4.0 Z 6x6 = F nn Scale = 1:90.3 21 20 41 '. LO Zr it to za 15 14 46 = 6x6 = 7x8 = 7x8 = 4x6 = 5x6 = 5x12 \\ 5x16 8x8 = 5x12 6x6 = 44 I 1-4-0 a1-o-o -0- 3-8-15 15-2-15 26-8A5 38.2-15 40-8-0 o- -o- 2-4-15 11.6-0 11-6-0 11-6-0 .181 0- 0 0-4-0 1-0-0 Plate Offsets (X,Y)— [3:0-0-4,0-2-2], [11:0-0-12,0-2-10], [14:0-7-2,0-2-8], [16:0-3-8,0-3-8], [16:0-3-0,0-4-0], [17:0-4-0,0-4-8], [18:0-4-0,0-4-8], [19:0-3-0,0-4-0], [19:0-2-0.0-2-4] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP N0.2 *Except* 19-20,15-16: 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 21=0-8-0, 14=0-8-0 Max Horz 21=-494(LC 10) Max Uplift 21=-998(LC 12). 14=-933(LC 12) Max Grav 21=2168(LC 17). 14=2168(LC 18) cSl. DEFL. in (loc) I/deft L/d TC 0.84 Vert(LL) 0.33 16-17 >999 360 BC 0.97 Vert(CT) -0.57 18-19 >835 240 WB 0.62 Horz(CT) 0.34 14 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 305 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 1 Row at midpt 7-18, 7-17, 8-16, 6-19 FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-484/185, 3-4=-5393/2159, 4-6=-5492/2411, 6-7=-3394/1786, 7-8=-3328/1791, 8-10=-5180/2437, 10-11=-5067/2186, 11-12=-489/222 BOT CHORD 20-21=-557/1703, 19-20=-363/1245, 3-19=-1733/4651, 18-19=-1391/3620, 17-18=-689/2291, 16-17=-1355/3177, 11-16=-1726/4100, 15-16=-360/984, 14-15=-542/1359 WEBS 6-18=-10361758, 7-18=-629/1576, 7-17=-625/1540, 8-17=-1005/756, 2-21=-809/473, 12-14=-770/476, 4-19=-380/497, 10-16=-411/494, 11-14=-1824/936, 3-21 =-1 810/936, 3-20=-1580/487, 11-15=-1251/468, 8-16=-646/1565, 6-19=-618/1809 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-10-11, Interior(1) 3-10-11 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-6, Interior(1) 25-2-6 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 998 lb uplift at joint 21 and 933 lb uplift atjoint 14. A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020, BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrica'on, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JoaqufrtVe)ez`PE No:8818Y ft.Nk USA, Inc.'FL Ceti6634. 8904Parke„EaetBlyd Tampa.FL33610 July 8,2021 map Mew 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T24606915' 511909 Al B Common 2 1 Job Reference (optional) UU-411d, rL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:38 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-3f3dWd5vUiWW2adWNALAJ104VRRRX9g?9KNaAAz RbF 1-4-0 3-9-0 9-7-12 15-3.0 21-0-0 32-11-8 40.8.0 2-0- — 1-4-0 2-5.0 5-10-12 5-7-4 5-9-0 11-11-B 7.8.8 1-0-0 5x6 = Scale = 1:80.9 6.00 112 5x6 4x4 i 24 9 7 4x4 4x8 4x4 6 10 4x8 2x4 11 5 11 ix12 \\ 3 4 25 Sx14 1 2 271-7 12 13 17 0 21 ] d 5 7x48 = 6x6 = 18 r � 20 26 19 23 22 7x16 11 4x4 = 4x8 = 4x8 = 28 16 15 14 46 = 4x4 11 5xB = 5x10 = 46 = 1-4-0 42-0-0 1R-q 3-9-0 12.5-6 21-0-0 32-11-8 40.8-0 41 0-0 1-0.0 2.5-0 8-8-6 8-6.10 11-11-8 7.8-8 0-4 0 0-4.0 1-0-0 Plate Offsets (X,Y)— [2:0-7-2,0-2-8] [3:0-1-0 0-1-14] [17:0-7-8 0-2-12] [21:0-3-0 0-4-0] [21:0-1-12 0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.23 20-21 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.37 20-21 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.20 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 342 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-8-10 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 8-18, 7-18, 9-18, 15-17, 10-17 REACTIONS. (size) 23=0-8-0, 14=0-8-0 Max Harz 23=494(LC 11) Max Uplift 23=-998(LC 12), 14=-930(LC 12) Max Grav 23=2094(LC 1). 14=2100(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-453/181, 3-4=-5023/2146, 4-6=-5021/2281, 6-7=-3531/1845, 7-8=-2387/1460, 8-9=-2368/1486, 9-10=-2881/1587, 10-12=-3184/1587, 12-13=-892/361 BOT CHORD 22-23=-572/1692, 15-16=-206/547, 14-15=-409/921, 13-14=-409/921, 3-21=-1572/4011, 20-21=-1520/3784, 18-20=-1104/2941, 17-18=-951/2480, 9-17=-175/518, 21-22=-349/1178 WEBS 8-18=-976/1671, 2-23=-738/448, 12-14=-1821/1226, 4-21=-135/263, 6-21=-398/1201, 6-20=-757/489, 7-20=-333/993, 7-1 8=-1 161 /687, 9-18=-992/642, 10-15=-347/340, 15-17=-1011/2188, 10-17=-448/304, 3-23=-1797/959, 3-22=-1275/394, 12-15=-849/1860 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-10-12, Interior(1) 3-10-12 to 21-0-0, Exterior(2R) 21-0-0 to 25-44, Interior(1) 25-4-4 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 998 lb uplift at joint 23 and 930 lb uplift atjoint 14. A 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 building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez,PE No 68192, MITe,k USA, In4'FL Cert"6634' s8904',Parke East:Blvd „Tarnpa;FL 33810 July 8,2021 Mffek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply i 511909 A2 Roof Special 1 1 r T24606916 Job Reference (optional) 0 0 vcaia, FL - 344ic, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:39 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-Xsd7z6XF?eNfjClxusPrzZAxrs9Ggi90_77jcz RbE 5-4-10 9-6-15 14-6-15 21-0-0 27-8-8 34-5-0 40-8-0 2-0-0 1-4-0 4-0-10 4-2-6 5.0-0 6-5-1 6•B-8 6.8.8 6-3.0 5x6 = Scale = 1:76.0 Iw IQ 0 23 22 21 5x6 = 48 = 16 10 14 bxb = 46 = 4x6 = 4x4 II 46 II 5x8 4x12 II 4x10 11 1-4-0 42-0-0 1-0-0 5-4-10 5- 5 9-6-15 14-6-15 21-0-0 31-11-10 40-6-0 41 0 -0-0 4-0-10 0-1 11 4-0-10 5-0-0 6-5-1 10-11-10 6-8.6 0.4 0 0-4-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 1-21,13-16: 2x6 SP DSS, 5-21,6-19: 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 14=0-8-0, 23=0-8-0 Max Harz 23=494(LC 11) Max Uplift 14=-930(LC 12), 23=-994(LC 12) Max Grav 14=2101(LC 1). 23=21 01(LC 1) CSI. DEFL. in (loc) I/deft L/d TC 0.88 Vert(LL) 0.25 17-18 >999 360 BC 0.62 Vert(CT) -0,39 17-18 >999 240 WB 0.58 Horz(CT) 0.14 14 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 343 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-5 cc bracing. WEBS 1 Row at midpt 7-18, 9-15, 6-18, B-18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2384/1053, 2-3=-2770/1374, 3-5=-3683/1897, 5-6=-3148/1708, 6-7=-2402/1459, 7-8=-2331/1471, 8-9=-2810/1682, 9-10=-2851/1575, 10-12=-3136/1604, 12-13=-2647/1162 BOT CHORD 1-23=-1038/2318, 22-23=-1052/2612, 21-22=-166/365, 5-20=-38/285, 19-20=-1463/3566, 18-19=-1132/2911, 17-18=-929/2440, 6-19=-187/639, 15-16=-257/602, 14-15=-1216/2641, 13-14=-1216/2641, 8-17=-453/917 WEBS 5-19=-8021423, 7-18=-914/1595, 9-15=-282/118, 10-15=-367/353, 12-14=-1181/912, 2-23=-945/670, 3-22=-950/531, 20-22=-910/2306, 3-20=-443/1051, 6-18=-1141/670, 8-18=-952/583, 15-17=-803/1983, 9-17=-549/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(1) 4-2-5 to 21-0-0, Extedor(2R) 21-0-0 to 25-4-3, Interior(1) 25-4-3 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 tali by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 930 lb uplift at joint 14 and 994 lb uplift at joint 23. ® 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 ofdesign parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin.Veiez,PE No.68182 MiTek USA,,lnc: FL Cert 6634, 6904Parke EaSt:Blvd: Tampa FL 33610 'Date; July 8,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 38610 Job Truss Truss Type Qty Ply r 511909 A3 Hip 1 1 T24606917 Job Reference (optional)" bbeus Lumber Co., LLC, Ocala, FL - 34472. 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:46 2021 Page 1 I D:zoNxg5lfKKVbfj U4p4vl24z7Sfo•gCYfBMCwc9XN7oE2rsU2dRM Q6fGpPryB?ZJ?Siz_Rb7 1-0-0 3-8-15 11-10-8 20.0-0 22-0-0 30-1-8 38-2-15 40-8-0 2-0- 1-0-0 2-4.15 8-1-8 8-1-8 2.0.0 8-1-8 8-1-8 2-5-t 1-4-0 Z 0 5x8 = 6x6 = 26 255x14 11 4x4 = 5x8 = 44 = 4x8 = 4x8 —_ 4x4 = 16 15 4x6 = 7x8 = 2x4 11 4x6 = 5x14 II Scale = 1:80.1 1.4-0 i-0- 3-8-15 11-10-8 20-0-0 22-0-0 at-o-o 30-1-8 38-2-15 40-8-0 2.0- -0- 24-15 8-1-8 8-1-8 2-0-0 8-1-8 B•1-8 2-5-1 0 0 0-4-0 1-0-0 Plate Offsets (X,Y)— [2:0-7-2 0-2-8] [3:0-1-4 0-1-14] [7:0-5-4,0-2-12] [12:0-1-0 0-2-10] [13:0-7-2 0-2-8] [17:0-1-12 0-1-0] [24:0-2-0 0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.21 17-18 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.34 21-23 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(CT) 0.28 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 330 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-11-9 oc bracing. 24-25,16-17: 2x4 SP No.2, 3-22,12-19: 2x6 SP DSS WEBS 1 Row at midpt 6-21, 7-20, 9-20, 4-23, 11-18 WEBS 2x4 SP No.2 REACTIONS. (size) 26=0-8-0, 15=0-8-0 Max Horz 26=-471(LC 10) Max Uplift 26=-994(LC 12), 15=-930(LC 12) Max Grav 26=2101(LC 1), 15=2101(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-522/209, 3-4=-5151/2191, 4-6=-3638/1823, 6-7=-2547/1439, 7-8=-2150/1414, 8-9=-2558/1445, 9-11=-3632/1817, 11-12=-4842/2203, 12-13=-519/247 BOT CHORD 25-26=-480/1462, 24-25=-354/1213, 3-24=-1909/4864, 23-24=-2000/4924, 21-23=-1385/3468, 20-21=-713/2225, 18-20=-1366/3170, 17-18=-1985/4343, 12-17=-1892/4281, 16-17=-363/944, 15-16=-480/1153 WEBS 6-23=-10/530, 6-21=-1465/790, 7-21=-322/766, 7-20=-262/337, 8-20=-378/796, 9-20=-1402/780, 9-18=-7/518, 2-26=-960/542, 3-26=-1561/835, 3-25=-1683/537, 4-24=0/381, 4-23=-1468/646,11-17=0/388, 11-18=-1297/665,13-15=-898/545, 12-15=-1560/834,12-16=-1319/535 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-10-11, Interior(1) 3-10-11 to 20-0-0, Exterior(2E) 20-0-0 to 22-0-0, Exterior(2R) 22-0-0 to 27-11-4, Interior(1) 27-11-4 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 994 lb uplift at joint 26 and 930 lb uplift at joint 15. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vertfy the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/7Pl1 Quality Criteria, DSB-89 and BCSI Building Component Safety ",formation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,,Joaqum!/elez.PE No.68182 `MiTek USA, Ino,,Fl Cert8034 '8904Parke is 'I" Tampa FC 33810 ,Date:, July 8,2021 MiTGk° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply r r T24606918 511909 A4 Hip 1 1 Til.4...14.. I , Job Reference (optional) Oca a, rL - J"" L, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:47 2021 Page 1 14-3-8 19-6-8 22-5 6 ID:zoNxg5IfKKVbfjU4p4v124z7Sfc-1061 PICYNTfEdypEPZ?HAfudX3a18HTKED3Y?8z_Rb6 7--27-8.8 34-5-0 42-0-0 7-7-07-0 6-8-8 5-3-0 2-11-0 5.3-0 6.8-8 7-7-0 Scale = 1:72.9 6x6 = 6x6 = 6 23 724 46 = 5x8 = 5x8 = 1.4-0 42-0-0 1-0-0 11.2.0 19-6-8 22-5-6 30-10-0 40-8-0 41 0 -0-0 9-10-0 8-4-6 2-it•0 8.4-8 9-10-0 0 0 0-4-0 1-0-0 Plate Offsets (X,Y)— [2:0-8-12 Edge] [11:0-8-12 Ed ej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(ILL) -0.15 17-19 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.30 17-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 320 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 8-16, 5-17, 4-20, 9-13 REACTIONS. (size) 20=0-8-0, 13=0-8-0 Max Horz 20=-460(LC 10) Max Uplift 20=-993(LC 12), 13=-930(LC 12) Max Grav 20=2161(LC 17), 13=2161(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-830/177, 2-4=-1108/445, 4-5=-3111/1579, 5-6=-2364/1430, 6-7=-2037/1350, 7-8=-2364/1430, 8-9=-3112/1579, 9-1 1=-1 107/470,11-12=-830/221 BOT CHORD 1-20=-229/851, 19-20=-1274/3150, 17-19=-1012/2737, 16-17=-665/2188, 14-16=-1001/2446, 13-14=-1263/2806, 12-13=-264/850 WEBS 8-16=-934/588, 6-17=-397/794, 7-16=-397/794, 8-14=-111/511, 9-14=-298/335, 5-19=-105/510, 4-19=-297/335, 2-20=-699/624, 5-17=-934/588, 11-13=-697/624, 4-20=-2297/1240, 9-13=-2299/1240 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-2-6, Interior(1) 4-2-6 to 19-6-8, Exterior(2E) 19-6-8 to 22-5-8, Exterior(2R) 22-5-8 to 28-4-12, Interior(1) 28-4-12 to 42-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 4x4 MT20 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 993 lb uplift at joint 20 and 930 lb uplift at joint 13. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCS/ Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JoaqufwVele2PE No,68182 ;MiTek USA Inc. FL'Cert 6634. 8904""Parke-East,Bivd, Tampa,FL,33610 bafei' July 8,2021 �s MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T24606919 511909 A5 Hip 1 1 Job Reference (optional) rL - ovvrc, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:49 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-EnDngOEov4vysGzdW lIF4_xbtHfcFodhXYf3lz_Rb4 1-4-0 3-8-15 10-10-8 10-0-0 24-0-0 31-1-8 38-2-15 40.8-0 2-0-0 1-4-0 2-0-15 7-1-8 7.1-8 6-0-0 7-1-8 7-1-8 2-5-1 1-4-0 5x8 = 6x6 = 26 27 8 24 235x14 II 4x4 = 7x8 = 7x8 = 4x4 = 16 15 4x6 = 5x10 II 4x6 = 5x6 = Scale = 1:75.3 1-4-0 42-0-0 1-0-0 3-8.15 10-10-8 18-0-0 24-0-0 J1-1-8 38-2-15 40-8-0 41 0 -0-0 2-4.15 7-1-8 7-1-8 6-0-0 7-1-8 7-1-8 2-5-1 0-4 0 0-4-0 7.0-0 Plate Offsets (X,Y)— [2:0-7-2,0-2-81,[3:0-1-4,0-1-14],[7:0-5-4 0-2-12] [12:0-1-0 0-2-10],[13:0-7-2,0-2-8] [17:0-5-0 0-0-14] [19:0-2-4 0-4-8] [20:0-4-0 0-4-8] [22:0-2-0 0-1-4] 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 0.61 Vert(LL) 0.21 19-20 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.32 19-20 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.27 15 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-S Weight: 320 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 22-23,16-17: 2x4 SP No.2, 3-20,12-19: 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (size) 24=0-8-0, 15=0-8-0 Max Horz 24=-424(LC 10) Max Uplift 24=-994(LC 12), 15=-930(LC 12) Max Grav 24=2101(LC 1). 15=2101(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-14 oc purtins. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. WEBS 1 Row at midpt 6-20, 7-19, 9-19, 4-21, 11-18 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/206, 3-4=-5090/2269, 4-6=-3733/1943, 6-7=-2768/1586, 7-8=-2360/1538, 8-9=-2771/1585, 9-11=-3748/1940, 11-12=-4784/2273, 12-13=-509/243 BOT CHORD 23-24=-506/1442, 22-23=-378/1196, 3-22=-1952/4749, 21-22=-203214805, 20-21=-1508/3537, 19-20=-907/2483, 18-19=-1496/3276, 17-18=-2020/4303, 12-17=-1952/4208, 16-17=-371/954, 15-16=-498/1170 WEBS 6-21=-22/481, 6-20=-1256/713, 7-20=-294/836, 7-19=-272/279, 8-19=-309/736, 9-19=-1216/713, 9-18=-21/475, 2-24=-942/542, 3-24=-1575/863, 13-15=-874/544, 12-15=-1587/868, 12-16=-1335/558, 3-23=-1662/572, 4-22=0/360, 4-21=-1280/553, 11-17=0/335. 11-18=-1145/574 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-10-11, Interior(1) 3-10-11 to 18-0-0, Exterior(2E) 18-0-0 to 24-0-0, Exterior(2R) 24-0-0 to 29-11-4, Interior(1) 29-11-4 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 994 lb uplift at joint 24 and 930 lb uplift at joint 15. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I2 1Q 1 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,�Joaijuin VelezPE`No.68]82' `MiTek USA Inc: FL Cert 6834' 16984`Parke' East 1614'Tampe.FL.33610 �pateci July 8,2021 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type qty Ply } T24606920 511909 A6 Hip 1 1 Job Reference (optional) 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:51 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-A9LYF4F3Rh9g5Z6OeP4DKV3DSgx4412w9rl m8vz_Rb2 1-4-0 17-6.8 21-11-7 24-5-8 28-0-8 34.7-0 40-8-0 2-0.0 1-4.0 7-10-8 8.4-0 4-4-15 2-6-1 3-7-0 6-6-8 6-1-0 1-4-0 5x8 = 2x4 11 6x6 = 25 26 6 27 7 Scale = 1:74.3 [ [41 0 A 6 oxti =22 "" 20 19 186x8 = 15 14 13ox0 — 412 II 5x8 = 2x4 I 5xl0 = 2x4 II 44 II 4x6 = 410 II 1-4-0 1-0-0 9-2-8 17-6-8 21-11-7 24-5-8 28-0-8 34.7-0 a2-o-o 40-8-0 41 -0 -0-0 7-16-8 B-4-0 4-4-15 2-6-1 3.7-0 6-6-8 6-1-0 0 4 0 0-4-0 1-0-0 Plate Offsets (X Y)— [1:0-0-9 Edge] [5:0-5-4 0-2-12] [12:0-1-1 Edge] [13:0-1-1 1-0-6] [16'0-2-12 0-3-8] [17'0-2-0 0-3-0] (22'0-0-3 Ed e] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.25 19-20 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.42 19-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.13 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 328 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1-21,12-15: 2x6 SP DSS, 6-18,8-15: 2x4 SP No.2 1 Row at midpt 6-17 WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-19, 5-19 REACTIONS. (size) 13=0-8-0, 22=0-8-0 Max Horz 22=-414(LC 10) Max Uplift 13=-930(LC 12), 22=-994(LC 12) Max Grav 13=2101(LC 1).22=2115(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2686/1203, 2-4=-3191/1610, 4-5=-2562/1471, 5-6=-2445/1566, 6-7=-2450/1567, 7-8=-3258/2006, 8-9=-3223/1766, 9-11=-3044/1537, 11-12=-2617/1186 BOT CHORD 1-22=-1238/2663, 20-22=-1250/2973, 19-20=-1250/2973, 16-17=-915/2384, 8-16=-567/508, 14-15=-169/322, 13-14=-1190/2564, 12-13=-1190/2564 WEBS 4-19=-788/466, 17-19=-804/2296, 5-17=-278/733, 14-16=-1034/2280, 9-16=-65/428, 9-14=-557/422, 11-13=-1055/784, 2-22=-1187/914, 7-17=-124/407, 7-16=-696/1215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(1) 4-2-5 to 17-6-8, Exterior(2R) 17-6-8 to 23-5-12, Interior(1) 23-5-12 to 24-5-8, Exterior(2R) 24-5-8 to 30-4-12, Interior(1) 30-4-12 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 This item has been 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Sealed b Velez, Joaquin, PE y oa q 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature. 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 1-0-0 wide Printed copies of this will fit between the bottom chord and any other members, with BCDL = IO.Opsf. document are not Considered 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 930 lb uplift at joint 13 and 994 lb uplift signed and sealed and the atjoint22, signature must be verified on any electronic copies. ,Joagai.n Velez PE No.68182 'MiTek USA,JIic.;FL Cert 8834 ,6904+_Parke EasGBlyd Tempe FL 33810 Date:' July 8,2021 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 permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrica8on, storage, delivery, erection and bracing of trusses and truss systems, see ANS1/TPI1 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 ' T24606921t 511909 A7 Hip 1 1 Job Reference (optional) mbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:52 2021 Page 1 ID:zoNxg5lfKKVbf1U4p4vl24z7Sfe-eMvwS PGh B?HXjjhCB6bSticUi4CIpSy3NVmJgMz_Rb 1 1-4-0 3-8.15 9-10-8 16.0.0 26.0-0 32-1-8 38-2-15 40.8.0 2-0-0 1-4-0 2-4-15 6-1-8 6-1-8 10.0-0 6-1-8 6-1-8 2-5-1 1-4-0 O 5x8 = 6.00 12 27 28 6x8 = Scale = 1:74.9 4x4 i 4x4 6 9 4x8 i 4x8 � r4 4x4 i 5 10 44 m 5x12 \\ 4 11 3 1 12 2 2 3 1 14 N 9 :7x8 — 2x4 II 23 22 21 29 20 19 18 lft;=� ]� I� 26 255x14 II 4x4 = 5x8 = 4x4 = 4x8 = 4x8 = 44 = 16 15 4x6 = 5x14 II 06 = 8x8 = 1-4-0 a2-o-o (0-0, I 3-8-15 9-10-B 16f--o 26-0-0 32-1-8 38.2-15 1-8-041 q-0 M-0-0' ' 2-4.15 ' 6-1-8 ' 6.1-8 10-0-0 6-1•B 6-1-8 2-5-1 0-4 0 0-4-0 1-0-0 Plate Offsets (X,Y)— [2:0-7-2,0-2-8], [3:0-1-4,0-1-14], [7:0-5-4,0-2-12], [12:0-0-4 0-2-6] [13:0-7-2 0-2-8] [17:0-2-0 0-1-0] [24:0-2-0 0-1-4] 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 0.50 Vert(LL) 0.21 19-21 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.40 19-21 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.28 15 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 311 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-14 oc purlins. 7-8: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 7-19 24-25,16-17: 2x4 SP No.2, 3-22: 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (size) 15=0-8-0, 26=0-8-0 Max Horz 26=-378(LC 10) Max Uplift 15=-930(LC 12), 26=-994(LC 12) Max Grav 15=2101(LC 1), 26=2101(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-522/203, 3-4=-5114/2272, 4-6=-3892/1992, 6-7=-3022/1675, 7-8=-2613/1614, 8-9=-3014/1673, 9-11=-3818/1987, 11-12=-4809/2265, 12-13=-505/238 BOT CHORD 25-26=-514/1436, 24-25=-386/1192, 3-24=-1943/4719, 23-24=-2018/4773, 21-23=-1568/3657, 19-21=-1052/2795, 18-19=-1551/3362, 17-18=-1986/4227, 12-17=-1898/4145,16-17=-373/964,15-16=-510/1195 WEBS 6-23=-49/402, 6-21=-1042/61B, 7-21=-224/842, 7-19=-290/293, 8-19=-210/721, 9-19=-1010/617, 9-18=47/394, 13-15=-865/531, 12-15=-1613/882, 12-16=-1338/559, 2-26=-940/536, 3-26=-1583/869, 3-25=-1657/584, 4-24=0/351, 4-23=-1131/475, 11-17=0/373, 11-18=-972/482 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-10-11, Interior(1) 3-10-11 to 16-0-0, Exterior(2R) 16-0-0 to 21-11-4, Interior(1) 21-11-4 to 26-0-0, Exterior(2R) 26-0-0 to 32-1-8, Interior(1) 32-1-8 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 930 lb uplift at joint 15 and 994 lb uplift at joint 26. A 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11rPl1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin;Velei PE No.66182 MiTek'USA, Inc: FL:Cert 6634 . [8904';Patlie EastBlv_d. Tampa FL 33610 ;Dater July 8,2021 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply 511909 AB Hip 1 1 T24606922 Job Reference (optional) Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:53 2021 Page 1 1-4-0 B•4-12 15-11-0 I D:zoNxg5lfKKVbfU4p4vl24z7Sfc-7YTlgl HJyJPOLIGOlg6hQw8ahUeJY4xDc9 W4sCoz_RbO 3374 2-0-0 7.6-4 i7-12 0 60-2 -01-4-0 6x6 = Z 0 44 = 6x6 = 22 6 23 7 Scale = 1:73.1 I� 0 0x0 = 19 18 16 15 13 12 ono — 4x10 II 2x4 II 48 = 4x8 = 4x8 = 4x8 2x4 II 410 II 1-4-0 a2-o-o 1-0-0 84-12 15-11-0 96-1-0 33-7-4 40-6-0 41 0 1-0-0 7-0-12 7-6-4 10-2-0 7-6-4 7- M 0 4-0 0-4-0 1-0-0 Plate Offsets (X,Y)— [1:0-0-9 Edge], [11:0-0-9 Edge] [12:0-1-1 1-0-6] [19:0-1-1 1-0-6] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) 0.22 16-18 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.36 15-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 292 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 7-0-3 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-16, 6-16, 6-15, 8-15 REACTIONS. (size) 19=0-8-0, 12=0-8-0 Max Horz 19=-376(LC 10) Max�Uplift 19=-994(LC 12), 12=-930(LC 12) Max Grav 19=2101(LC 1). 12=2101(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2664/1217, 2-4=-3107/1591, 4-5=-2687/1505, 5-6=-2323/1483, 6-7=-2323/1483, 7-8=-2687/1505, 8-1 0=-3108/1591, 10-11 =-2664/1217 BOT CHORD 1-19=-1233/2622, 18-19=-1244/2879, 16-18=-1244/2879, 15-16=-998/2473, 13-15=-1233/2622, 12-13=-1233/2622, 11-12=-1233/2622 WEBS 4-16=-494/378, 5-16=-254/674, 6-16=-358/198, 6-15=-358/198, 7-15=-254/673, 8-15=-495/378, 2-19=-1099/849, 10-12=-1099/849 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(1) 4-2-5 to 15-11-0, Exterior(2R) 15-11-0 to 21-10-4, Interior(1) 21-10-4 to 26-1-0, Exterior(2R) 26-1-0 to 32-0-4, Interior(1) 32-0-4 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been to the use of this truss component. electronically signed and 4) Provide adequate drainage to prevent water ponding. sealed by Velez, Joaquin, PE 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 1-0-0 wide using a Digital Signature. will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Printed copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 994 lb uplift at joint 19 and 930 lb uplift document are not considered atjoint 12. signed and sealed and the signature must be verified on any electronic copies. ;Joaquin VelezPE No.68182 ;MiTek USA .Inc:iFL Ceit8834 11 8904 Pare EasfBlvdrTampa FL,93810 :Date:= July 8,2021 ® 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 permanent bracing -I�/��Ti'° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � IRC on, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tpi1 Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 4 r u iuuas Lumber Co., LLC, Ocala, FL- 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:55 2021 Page 1 9-10-8 2-0-0 I D:zoNxg5lfKKVbfU4p4vl24z7Sfo•3xb24RJZUwf5aBQntFB9VLE_fH LEOumV3T7zHhz_Rb_ -0-0 28-0 2-38-2-15 -8-0 2-0-0 6-1-8 4-1-8 2-0-0 2-144.1155 ----81-4-0 5x8 = 4x6 = 2x4 11 5x8 = 28 7 29 8 Scale = 1:73.5 5x14 11 1-4-0 42-0.0 1-0-0 3-8.15 9-10-8 14-0-0 16-0-0 21-0-0 26-0-0 26-0-0 32-1-6 36-2-15 40-6-0 41 -0 1-0-0 2-4-15 6-1.6 4-1-8 2-0-0 5-0-0 5-0-0 2-0-0 4-1-8 6.1-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.23 20 >999 360 TCDL 20.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.36 20-22 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.25 14 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 24-25,15-16: 2x4 SP No.2, 3-21,11-19: 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (size) 14=0-8-0, 26=0-8-0 Max Horz 26=-331(LC 10) Max Uplift 14=-930(LC 12), 26=-994(LC 12) Max Grav 14=2101(LC 1). 26=21 01 (LC 1) PLATES GRIP MT20 244/190 Weight: 319 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-521/204, 3-4=-5056/2274, 4-5=-3874/1979, 5-6=-3217/1777, 6-7=-3241/1885, 7-8=-3241/1885, B-9=-3201/1775, 9-10=-3819/1974, 10-11=-4818/2261, 11-12=-518/243 BOT CHORD 25-26=-509/1402, 24-25=-381/1161, 3-24=-1954/4643, 23-24=-2034/4706, 22-23=-1548/3601, 20-22=-1161/2958, 18-20=-1145/2799, 17-18=-1530/3355, 16-17=-2011/4275, 11-16=-1930/4206, 15-16=-374/971, 14-15=-498/1186 WEBS 5-23=-64/395, 9-17=-65/395, 12-14=-888/540, 11-14=-1585/865, 11-15=-1355/562, 2-26=-933/538, 3-26=-1582/865, 3-25=-1613/576, 4-24=0/328, 4-23=-1120/493, 10-16=0/328, 10-17=-1004/506, 6-22=-299/773, 8-18=-298/753, 6-20=-323/708, 7-20=-625/499, 8-20=-323/708, 5-22=-905/539, 9-18=-867/537 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-10-11, Interior(1) 3-10-11 to 14-0-0, Exterior(2R) 14-0-0 to 19-11-4, Interior(1) 19-11-4 to 28-0-0, Exterior(2R) 28-0-0 to 33-11-4, Interior(1) 33-11-4 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Building Designer / Project engineer responsible for verifying applied roof jive 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 4x4 MT20 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 930 lb uplift at joint 14 and 994 lb uplift atjoint 26. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, OSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin velei PE No 68182 MiTek USA Inc FL Celt 6634 6904Parke Eas( Blvd. Tam a FL 33010- tDate: ' July 8,2021 M1%k° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type city Ply K 511909 A10 Hip 1 1 T24606924 Job Reference (optional) u,,,ar G., vcdm, rL - O44r c, 8.43U s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:20 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-aCzgkTtckAF3tpF2J00yayHygANkJ6CMOXOdYCz_RbX 1-4-0 7-4-12 13-11-0 21-0-0 28-i-0 34-7-4 40-8-0 2-0.0 1-4.0 6-0-12 6-6-4 7-1-0 7-1.0 6.6-4 6-0-12 1.4-0 5x8 = 2x4 II 21 5 22 5xB = 6 Scale = 1:71.2 5x6 = 2x4 II 4x4 = 4x8 = 48 = 48 = 44 = 2x4 II 410 II 410 II 1-4-0 az-o-o 1-0-07-4-12 13-11-0 21.0-0 28-1-0 34-7-4 40-8-0 41 0 1-0-0 6-0-12 6.6-4 7-1-0 7-i-0 6-6-4 6-0.12 OJ410 0-4-0 1-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 20.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP DSS "Except" 13-15: 2x6 SP No.2 WEBS 2x4 SP No.2 CSI. DEFL. in (loc) I/deft L/d TC 0.76 Vert(LL) 0.21 14 >999 360 BC 0.61 Vert(CT) -0.33 14 >999 240 WB 0.50 Horz(CT) 0.08 10 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 294 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing. REACTIONS. (size) 18=0-8-0, 10=0-8-0 Max Horz 18=329(LC11) Max Uplift 18=-994(LC 12). 10=-930(LC 12) Max Grav 18=2107(LC 17). 10=2107(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2642/1214, 2-3=-3088/1554, 3-4=-2845/1562, 4-5=-2788/1690, 5-6=-2788/1690, 6-7=-2845/1562, 7-8=-3090/1554, 8-9=-2644/1214 BOT CHORD 1-18=-1211/2585, 17-18=-1222/2832, 16-17=-1222/2832, 14-16=-1018/2617, 12-14=-1007/2443, 11-12=-1211/2586, 10-11=-1211/2586, 9-10=-1211/2586 WEBS 3-17=-202/254, 3-16=-301/236, 4-16=-93/449, 4-14=-270/615, 5-14=-610/476, 6-14=-270/615, 6-12=-93/449, 7-12=-303/237, 7-11=-201/254, 2-18=-1051/779, 8-10=-1051 /779 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(1) 4-2-5 to 13-11-0, Exterior(2R) 13-11-0 to 19-10-4, Interior(1) 19-10-4 to 28-1-0, Exterior(2R) 28-1-0 to 34-0-4, Interior(1) 34-0-4 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=994, 10=930. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse 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 SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Nelez'PE No 68192 MiTek USA Inc Fl Cert 8834: '6904'Parke East Blvd, Tampa F. L 33810 Dater ` July 8,2021 HVI MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply c T24606925 511909 A11 Hip 1 1 Job Reference (optional) UM, Gr U.,mow, vc d, r� - aqr t c, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:22 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-Xa5a99vsGnVn760RRp2QfNMJf 2unvlfUgVjc5z—RbV i1-4-0 I 3.8.15 10.10.15 12.0-q 21-0.0 30-0-0 35.6.12 40-8-0 A2 0 0 1-4-0 2.4.15 7-2-0 1-1-1 9.0-0 9.0-0 5.6-12 5.1-4 1-4-0 Scale = 1:73.0 3x4 11 7x8 = 5 6 2x4 11 5x8 = 24 25 7 26 27 8 5x8 = 9 4x6 = 7x8 = 3x4 14x8 = 4x8 = 4x4 = 7xB = 1-4-0 az-o-o 1.0-0 3-8-15 10-10-15 2-0• 21-0-0 30-0-0 40-8-0 41 o -0-0 2-4-15 7-2-0 1-1-1 9.0.0 9-0-0 10-8-0 0 0 0-4-0 1-0-0 Plate Offsets (X,Y)— [2:0-7-2,0-2-8] [3:0-1-4 0-1-14] [6:0-5-4 0-2-12] [9:0-5-4 0-2-12] [11:0-7-2 0-2-8] (17:0-3-8 0-4-4] [19:0-3-8 0-4-8] [20.0-1-12 0-1-0] [20:0-4-0 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.24 14-16 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.38 14-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.23 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 315 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 `Except` 20-21,5-18: 2x4 SP No.2, 3-19: 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (size) 22=0-8-0, 13=0-8-0 Max Horz 22=284(LC 11) Max Uplift 22=-994(LC 12), 13=-930(LC 12) Max Grav 22=2102(LC 17), 13=2102(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-13 oc bracing. WEBS 1 Row at midpt 6-17, 4-19. 10-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-537/210, 3-4=-5227/2334, 4-5=-3709/1874, 5-6=-3577/2043, 6-7=-3276/1889, 7-9=-3277/1890, 9-10=-2978/1578, 10-11=-957/328, 11-12=-783/109 BOT CHORD 21-22=-491/1355, 20-21=-362/1127, 3-20=-2059/4812, 19-20=-2154/4856, 18-19=-274/0, 5-19=-341/429, 17-18=-204/318, 16-17=-1106/2764, 14-16=-1070/2570, 13-14=-1306/2652. 12-13=-153/734 WEBS 17-19=-1256/3384, 6-19=-140112746, 6-17=-1823/913, 6-16=-427/921, 7-16=-799/618, 9-16=-464/959, 9-14=0/386, 10-14=-197/271, 2-22=-964/553, 3-22=-15461845, 3-21=-1565/548, 4-20=0/437, 4-19=-1499/745, 11-13=-582/572, 10-13=-2285/1458 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-10-11, Interior(1) 3-10-11 to 12-0-0, Exterior(2R) 12-0-0 to 17-11-4, Interior(1) 17-11-4 to 30-0-0, Exterior(2R) 30-0-0 to 35-9-13, Interior(1) 35-9-13 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 22=994, 13=930. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl7 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 ' jcb Io9- 0 I This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 'Joaquin;VeI&P.E No.68182. (MiTek USA Inc;fL Cert 6834• 8904"ParkeEastBlvd Tampa,FL-33610 :.Oaten; July 8,2021 Inv t MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply N 511909 Al2 Hip 1 1 T24606926 r Fes^ Job Reference (optional) 4x6 = �1,014, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:23 2021 Page 1 ID:zoNxg5lfKKVbfj U4p4vl24z7Sfc-?nfyNVwU 15dekGzd? WafCbVU800k WLmojUFH8Xz_RbU 6-4-12 11-ii•0 21-0-0 30-1-0 35-7-4 40.8.0 2-0-0 5-0-12 5-6-4 9-1-0 9-1-0 5.6-4 5-0-12 1-4-0 Sx8 = 2x4 11 19 20 5 21 4x4V= 48 = 4x8 = 22 5x8 = 4x8 = 5x8 = 7 4x4 = Scale = 1:71.7 1-4-0 42-0-0 1-0-0 1li-_70 211-0 3-1.0 40-6-0 41 -0 1-0-0 10-7-0 9-1-0 9-1.0 10-7-0 0 4 0 Plate Offsets (X,Y)— [2:0-7-2,0-2-8] [4:0-5-4 0-2-12] [7:0-5-4,0-2-12] [9:0-7-2 0-2-8] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.19 14 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.30 12-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S Weight: 296 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-13 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-4 cc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 8-11, 3-17 REACTIONS. (size) 11=0-8-0, 17=0-8-0 Max Horz 17=-282(LC 10) Max Uplift 11=-930(LC 12), 17=-994(LC 12) Max Grav 11=2101(LC 18), 17=2101(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-776/69, 2-3=-956/293, 3-4=-2980/1577, 4-5=-3314/1907, 5-7=-3315/1907, 7-8=-2980/1576, 8-9=-955/331, 9-10=-775/115 BOT CHORD 1-17=-120/733, 16-17=-1313/2856, 14-16=-1079/2726, 12-14=-107112572, 11-12=-1303/2647, 10-11=-157/732 WEBS 3-16=-187/264, 4-16=0/378, 4-14=-484/994, 5-14=-815/624, 7-14=-485/995, 7-12=0/379, 8-12=191/266, 9-11=-579/567, 8-11=-2283/1451, 2-17=-582/568, 3-17=-2279/1449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(1) 4-2-5 to 11-11-0, Exterior(2R) 11-11-0 to 17-10-4, Interior(1) 17-10-4 to 30-1-0, Exterior(2R) 30-1-0 to 35-10-5, Interior(1) 35-10-5 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=930,17=994. A 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 is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaguln;Vela PE No 68182` MiTek USA 166. FL Cdl ',6634 ,13904 Parke East -Blvd. ;Tampa,FL 33610 sDafe; " July 8,2021 ! M!Tdk° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 4 r T24606927 511909 A13 Hip 1 1 Job Reference (optional) Ibbetts Lumber UO., LLU, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:24 2021 Page 1 ID:zoNxg5lfKKVbf U4p4vl24z7Sfc-TzDKarw7oO1VM QYpYESukoRgBooRFvKxx8_gh_z_RbT ,1.4-0 3-8.15 10-0-0 10r10-15 17.11.5 24-11-10 32-0-0 L-1 0 A2-0-0 1-4-0 2.4-15 6-3-1 0-10.15 7-0-6 7.0-6 7-0-6 8.6-0 1-4-0 44 = 6x6 = 2x4 11 4x8 = 4x10 = 6x6 = 6.00 12 4 5 23 6 24 25 7 8 9 46 = 5x6 = 5x12 \\ 2x4 11 6x6 = 4x4 = 48 = 4x8 = 5x14 // 1-4-0 42-0-0 ,1-0-01 , 3-8-15 10-10-15 13-4-0 22-8-0 32-0-0 40-8-0 41rQ-0 , 1-0-0 2-4-15 7-2-0 2-5-1 9-4-0 9-4-0 8-8-0 04 0-4-0 1-0-0 LOADING (psf) SPACING- 2-0-0 cSl. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 20.0 Lumber DOL 1.25 BC 0.37 BCLL 0.0 Rep Stress Incr YES WB 0.56 BCDL 10.0 Code FBC2020/TP12014 Matrix-S LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 3-20,5-17: 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 16=0-8-0, 21=0-8-0, 12=0-8-0 Max Horz 21=237(LC 11) Max Uplift 16=-1119(LC 12), 21=-216(LC 12), 12=-588(LC 12) Max Grav 16=2661(LC 17). 21=291(LC 21). 12=1347(LC 18) DEFL. in (loc) I/defl Lid Vert(LL) 0.06 13-15 >999 360 Vert(CT) -0.12 13-15 >999 240 Horz(CT) 0.05 12 n/a n/a Scale = 1:72.0 PLATES GRIP MT20 244/190 Weight: 305 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc.pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 6-16, 7-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-265/922, 4-5=-191/868, 5-6=-189/877, 6-7=-1136/661, 7-9=-1447/874, 9-10=-1725/823, 10-11=-790/331 BOT CHORD 18-19=-216/465, 5-18=-497/372, 15-16=-151/396, 13-15=-480/1333, 12-13=-451/887, 11-12=-451/887 WEBS 3-18=-1045/581, 4-18=-640/347, 16-18=-1558/1007, 6-18=-398/831, 6-16=-2422/1290, 6-15=-432/1063, 7-15=-687/495, 2-21=-224/277, 10-12=-1271/992, 10-13=-1861600 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(1) 4-2-5 to 10-0-0, Extedor(2R) 10-0-0 to 15-114, Interior(1) 15-11-4 to 32-0-0, Exterior(2R) 32-0-0 to 37-11-4, Interior(1) 37-11-4 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 16=1119, 21=216, 12=588. A 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin.Veiez PE pAll82 MiTek USA,;Inc,-FL Cert 8834, 8804 Parke, East•:Blvd. Tampa;F..t 3381D spate: July 8,2021 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 511909 A14 Roof Special 1 1 T24606928 TiL.4..-.H.. I .....1. Job Reference (optional) er CO., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:26 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-PMK57WyNJ00DbkiCgf7MgDXxubNsjkaEPSTxlsz RbR 1-4-0 6-3-4 111113-5-0 17-11-12 32-1-0 40-8-0 2-0-0 1.4.0 4.11-0 5-4-12 1-9-0 45-11 14-1-5 B-7-0 1-4-0 5x6 11 a nn 5x8 = 44 = 3x4 11 5x6 = 4x8 = 6x8 = Scale = 1:7131 22 —' "" "' 20 19 18 15 14 — 13 oxo = 5x6 = 7x8 = 6x6 = 5x12 = 04 II 4x4 11 4x6 = 4x12 11 1-0-0 42-0-0 1-0-0 7-4-8 13-5-0 11-11-12 32-1-0 40-8-0 41 0 -0-0 6-0-8 6-0-8 4-6-11 14-1-5 B-7.0 0-4 0 0-4-0 100 Plate Offsets (X,Y)— [1:0-0-9 Edge], [2:0-1-1 1-0-6] [5:0-5-4,0-3-4] [10:0-5-8 0-3-0] [12:0-0-5 Edge] [13:0-0-3 Ed e] [16:0-7-12 0-4-8] [17:0-4-4 0-4-4] [21:0-4-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.39 16-17 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.62 16-17 >757 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.16 13 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 317 lb FT = 20% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 1-21,12-15: 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (size) 13=0-8-0, 22=0-8-0 Max Horz 22=275(LC 11) Max Uplift 13=-930(LC 12), 22=-994(LC 12) Max Grav 13=2101(LC 1), 22=2101(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2571/1250, 2-3=-3038/1609, 3-4=-2854/1656, 4-5=-3647/2132, 5-6=-3752/2145, 6-7=-4625/2561,7-8=-4740/2616,8-10=-4295/2418,10-11=-3078/1623, 11-12=-2554/1081 BOT CHORD 1-22=-1259/2549, 21-22=-1287/2691, 20-21=-1184/2602, 19-20=-1544/3269, 18-19=-334/672, 14-15=-265/513, 13-14=-1191/2570, 12-13=-1191/2570, 16-17=-2105/4406, 7-17=-341/264, 8-16=-635/435 WEBS 3-21=-176/271,4-20=-1289/2496,5-20=-2154/1224,10-14=-638/447,11-13=-1325/1107, 2-22=-1136/790, 8-17=-199/454, 5-19=-373/795, 6-19=-1237/693, 17-19=-1482/3155, 6-17=-558/1182, 14-16=-942/2104, 10-16=-1150/2290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(1) 4-2-5 to 11-8-0, Extedor(2E) 11-8-0 to 13-5-0, Interior(1) 13-5-0 to 32-1-0, Exterior(2R) 32-1-0 to 36-3-6, Interior(1) 36-3-6 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 13=930, 22=994, A 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital. Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin VelezPE No.68162 Mitek USA In6,�FL°Cart 8834 6904Parke Easf:Blyd. Tampa FL 33610' ;Dater July 8,2021 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply 4 T24606929 511909 A15 Hip Girder 1 1 Job Reference (optional) - - -- --• - -- - - ,• o.Y 3 oull c cvc l ivu i eri rnuusmes, Inc. vve0 dui / .I saa:za /Uzi rage i I D:zoNxg5lfKKVbfjU4p4vl24z7Sfc-gxODdY—FcxOoSB Rn Lng3Rs9UjpO6w5Vg5QibM Bz_RbO 1-4-0 3.8-15 8-0-0 10-10-15 15-6-6 20.1-12 24.9-3 29-0-9 34-D-0 37-6-12 40-8-0 2.0.0 1.4.0 2-4-15 4-3-1 2-10-15 4.7-7 4-7-7 4-7-7 4-7-7 4.7-7 3.6-12 3-1-0 1-4-0 6x8 = 2x4 II 6.00 12 6x8 = 5x6 = 4 27 5 28 29 630 31 7 32 4x4 = 4x8 = 44 = 6x6 = 8 9 33 34 10 35 36 11 Scale = 1:72.0 Iw 141 0 2b 25 4x4 = 21 16 15 144xo 4x6 — = 4x6 = 20 40 41 19 42 43 44 18 17 45 46 47 48 49 5x14 5x12 \\ 5x6 = 3x4 II 8x8 = 6x6 = 4x6 = 5x8 — 4x4 = 5x8 = 1-4-0 a2-o-o 1.0-0 3-8-15 8-0-0 10-10.15 13-4-0 18-6-0 23-8-0 29-4-9 34-0-0 37-6-12 40-8-0 41 -0 1-0-0 2-4-15 4-3-1 2-10-15 2-5-1 5-2-0 5-2-0 5-8-9 4-7-7 3-6.12 3-1-4 0-4-0 1-0-0 Plate Offsets (X,Y)— [4:0-5-4,0-3-81, [20:0-4-0,0-4-121, [22:0-2-4,0-2-01 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 0.80 Vert(LL) 0.28 16-18 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.24 16-18 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 309 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-11-4 oc bracing. 3-25,5-21: 2x4 SP No.2 WEBS 1 Row at midpt 6-20, 6-19, 12-15 WEBS 2x4 SP No.2 REACTIONS. (size) 20=0-8=0, 26=0-8-0, 14=0-8-0 Max Horz 26=-190(LC 23) Max Uplift 20=-4699(LC 8), 26=-231(LC 25), 14=2097(LC 8) Max Grav 20=5528(LC 29), 26=446(LC 16), 14=2508(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-413/115, 3-4=-1064/991, 4-5=-1888/2307, 5-6=-1890/2314, 6-7=-704/1120, 7-9=-2836/3054, 9-10=-3602/3661, 10-11=-3069/2966, 11-12=-3514/3191, 12-13=-1375/1034 BOT CHORD 3-24=-319/480, 23-24=-64/825, 22-23=-800/1089, 5-22=-646/546, 19-20=-1122/717, 18-19=-1675/1572, 16-18=-3055/3144, 15-16=-3399/3602, 14-15=-990/1305, 13-14=-990/1305 WEBS 3-23=-1260/764, 4-23=-276/701, 4-22=-2221/1466, 20-22=-3406/2663, 6-22=-529/1223, 6-20=-4306/3720, 6-19=-2719/2855, 7-19=-2337/2124, 7-18=-1778/1960, 9-18=-1204/1011, 9-16=-460/643, 10-16=-291/32, 10-15=-785/1000, 11-15=-883/885, 2-26=-489/189, 2-25=-128/286, 12-14=-1663/1565, 12-15=-179711813 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 20=4699, 26=231, 14=2097. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek®'connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89-and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin Velez PE No 68182 IMiTek USA, hicr.FL Cett 6834' 16904°;Parke East.Bivd ,Tampa,FL 33.610• DaEe- " July 8,2021 HV t WSW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply t T24606929 511909 A15 Hip Girder 1 1 Job Reference (optional) ��••� ��^�� <, ts.gsu s Jun z ZDZI MI I eK Industries, Inc. Wed Jul 7 13:38:29 2021 Page 2 NOTES- ID:zoNxgSlfKKVbfjU4p4vl24z7Sfc-gxODdY_FcxOoSBRnLng3RsgUjpO6w5Vg5QibM Bz_RbO 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 232 lb up at 8-0-0, 260 lb down and 221 lb up at 10-0-12, 270 lb down and 243 lb up at 12-0-12, 254 lb down and 258 lb up at 14-0-12, 254 lb down and 258 lb up at 16-0-12, 254 lb down and 258 lb up at 18-0-12, 254 lb down and 258 lb up at 20-0-12, 254 lb down and 258 lb up at 21-11-4. 254 lb down and 258 lb up at 23-11-4, 254 lb down and 258 lb up at 25-11-4. 254 lb down and 258 lb up at 27-11-4, 254 lb down and 258 lb up at 29-11-4, and 254 lb down and 258 lb up at 31-11-4, and 254 lb down and 269 lb up at 34-0-0 on top chord, and 349 lb down and 231 lb up at 4-0-12, 292 lb down and 199 lb up at 6-0-12, 85 lb down and 43 lb up at 8-0-12, 85 lb down and 43 lb up at 10-0-12, 88 lb down and 155 lb up at 14-0-12, 88 lb down and 155 lb up at 16-0-12, 88 lb down and 155 lb up at 18-0-12, 88 lb down and 155 lb up at 20-0-12, 88 lb down and 155 lb up at 21-11-4, 88 lb down and 155 lb up at 23-11-4. 88 lb down and 155 lb up at 25-11-4, 88 lb down and 155 lb up at 27-11-4, 88 lb down and 155 lb up at 29-11-4, 88 lb down and 155 lb up at 31-11-4, 88 lb down and 155 lb up at 33-11-4, and 292 lb down and 199 lb up at 35-11-4, and 317 lb down and 279 lb up at 37-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-80, 4-11=-80, 11-13=-80, 1-25=-20, 22-24=-20, 13-21=-20 Concentrated Loads (lb) Vert: 4=-1 41 (B) 8=-1 55(B) 11 =-1 55(B) 17=-62(B) 23=-76(B) 7=-1 55(B) 18=-62(B) 15=-62(B) 27=-1 41 (B) 28=-1 55(B) 29=-1 55(B) 30=-1 55(B) 31 =-1 55(B) 32=-155(B)33=155(B)34=-155(B)35=-155(B) 36=-1 55(B) 37=-303(B) 38=-292(B) 39=-76(B)40=-62(B) 41 =-62(B) 42=-62(B) 43=-62(B) 44=-62(B) 45=-62(B) 46=-62(B) 47=-62(B) 48=-292(B) 49=-271 (B) ® 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 properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �/�'��° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply , r T24606930 511909 A16 Roof Special 1 1 Job Reference (optional) lW LU111-1 w., LLV, Ocala, FL - 3442, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:30 2021 Pagel 11--44--00 46--13--44 51-148--20 - I D:zoNxg5lfKKVbfU4p4vl24z7Sfc-17acru7uNEWe4LOzvVC-I_-3hlLCpJfe4q K4R9udz_RbN 34-1-0 40-8-0 2-0-0 670 14-039.0 9-7.0 9-1-0 Scale = 1:74.6 5x6 = a nn j'C9' I I O 21 — — — 19 18 15 14 13 46 = 7x8 — 04 = 5x8 = 5x6 = 2x4 11 46 — 4x10 II 7x8 = 6x6 = 410 11 1-4-0 a2-o-o 1-0-0 8-4-8 16-6-0 21-9-4 28-2.12 34.1.0 40-8-0 41 -0 -0-0 7-0-8 7-0-8 6-4-4 6-6-86-7-0 0-4 0 V 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 0.43 Vert(LL) 0.06 19-20 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.11 19-20 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.02 18 n/a n/a BCDL 10.0 Code FB02020ITP12014 Matrix-S Weight: 288 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 5-18 REACTIONS. All bearings 0-8-0 except Qt=length) 15=0-3-8, 18=0-3-8. (lb) - Max Horz 21=-275(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) except 13=-354(LC 12), 21=-550(LC 12), 15=-334(LC 9), 18=-733(LC 12) Max Grav All reactions 250 lb or less atjoint(s) except 13=723(LC 18). 21=1077(LC 1), 15=864(LC 22). 18=1583(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1047/468, 2-3=-1327/739, 3-4=-1120/701, 4-5=-1053l773, 5-6=0/362, 6-7=-65/464, 8-10=57/254, 10-11=-651/411, 11-12=-394/78 BOT CHORD 1-21=-508/1062, 20-21=-535/1257, 19-20=-243/830, 18-19=-329/898, 14-15=-166/440, 13-14=-168/435, 12-13=-168/435, 15-16=-460/301, 8-16=434/364, 17-18=-790/494, 6-17=-501/361 WEBS 3-20=-350/359, 4-20=-167/454, 4-19=-250/328, 5-19=-94/272, 10-14=0/257, 11-13=-661/677, 2-21=-722/620, 10-15=-619/290, 7-17=-319/259, 5-18=-1415/704 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(1) 4-2-5 to 11-8-0, Extedor(2E) 11-8-0 to 15-5-0, Interior(1) 15-5-0 to 34-1-0, Exterior(2R) 34-1-0 to 38-3-6, Interior(1) 38-3-6 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 talj by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 13, 550 lb uplift at joint 21, 334 lb uplift at joint 15 and 733 lb uplift at joint 18. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabdca8on, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin Velez P.,E,No.88182: -MiTek USA, Uc FL.Ceit 8834 -,. a13904„Parke East Blvd.:Tampa,Fl: 33810° iDatei• July 8,2021 Iva I� MiTek` 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T24606931 511909 A17 Roof Special 1 1 Job Reference (optional) ibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:32 2021 Page 1 ID:zoNxg5lfKKVbfIU4p4vl24z7Sfc-EWiMFaI BvsmMJf9MOvEm3Un4KOXK7Vd7n0wFzWz—RbL 6-3.4 11-8-0 17-4-0 25-0-0 32-8-0 34-4-0 40-8.0 2-0-0 6-34 5.4-12 5-6-0 7-8-0 7-8-0 1-8-0 6-0-0 1-4.0 5x6 = a nn FTT Scale = 1:74.6 2u 18 17 14 13 12 4x6 = 7x8 = 4x4 = 5x8 = 5x6 = 44 = 4x6 = 3x10 i 7x8 = 6x6 = 4x10 II 1-4-0 a2-o-o 1-0-0 9-4-0 17-4-0 21-9-4 28-2-12 32-8-0 40.8-0 41 0 -0-0 8-0-0 8-0-0 4-5-4 6.5-8 4-5-4 8-0-0 0 0 0-4-0 1-0-0 Plate Offsets (X,Y)— [4:0-5-4,0-2-12],[8:0-5-4,0-2-12] [12:0-0-13,1-0-6] [17:04-0 0-4-4] [19:0-4-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 18-19 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.10 18-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.02 17 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 291 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings 0-8-0 except (jt=length) 17=0-3-8, 14=0-3-8. (lb) - Max Horz 20=-275(LC 10) Max Uplift All uplift 100 lb or less at joints) except 20=-533(LC 12). 12=-337(LC 12), 17=685(LC 12). 14=-353(LC 12) Max Grav All reactions 250 lb or less atjoint(s) except 20=1085(LC 1), 12=728(LC 18), 17=1504(LC 1), 14=911(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-476/30, 2-3=-1202/771, 3-4=-1140/863, 4-5=-9/315, 5-6=-130/430, 8-9=-602/474, 9-10=-652/395, 10-11=-417/73 BOT CHORD 1-20=0/376, 19-20=-681/1436, 18-19=-300/903, 17-18=-397/925, 13-14=164/493, 12-13=-159/443, 11-12=-159/443, 16-17=-631/366, 5-16=-378/263, 14-15=-475/278, 7-15=-378/270 WEBS 2-19=-454/433, 3-19=-184/555, 4-18=-58/258, 2-20=-1130/885, 10-12=-610/660, 3-18=-262/275, 4-17=-1479/767, 8-14=-723/308, 6-16=-342/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 4-2-5, Interior(1) 4-2-5 to 11-8-0, Extedor(2R) 11-8-0 to 15-10-6, Interior(1) 15-10-6 to 34-4-0, Exterior(2R) 34-4-0 to 38-6-6, 1nterior(1) 38-6-6 to 42-0-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 Iliad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift atjoint 20, 337 lb uplift at joint 12, 685 lb uplift atjoint 17 and 353 lb uplift at joint 14. 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. :Joaquin VelezPE No.68182 MiTek USA,,Inc FL Cert 8634 ' 9904Parke East Blvd �T,arnpa F,L 33810 ,Date; July 8,2021 '. MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T24606932 511909 A18 Roof Special Girder 1 1 Job Reference (optional) ' ibueas Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:34 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-Aup6gG20 RT04ZyJk8KGE8vsl RgAUbVgQ EiPM 10z_RbJ 28-2-12 1-4-0 4-5-11 8-0-13 11-8-0 15-6-0 19-4-0 21.9-4 23-1-5 25-0-0 26-I a.II 30-8-0 34-4-o 37-8-12 40-8-0 2-0-0 3-7.3 3-10-0 3-10-0 2-5-4 1-4-1 1.10-11 1-10-11 1-0-1 2-5.4 3-8-0 3-4-12 2-11-4 1-4-0 6x6 = a nn Scale = 1:74.8 9 20 19 17 5x8 = 14 13 12 5x6 = 4x6 = 4x8 = 7x8 = 6x6 = 4x4 = 46 = 4x12 11 4x8 II 1-4-0 az-o-o 1.0-0 5-10-0 71.8-0 15-6-0 19-4-0 21-9-4 25-0-0 28-2-12 30-8-0 34-4-0 35-8-0 40-8-0 41 -0 -0-0 4-6-0 5-10-0 5- 0-6 3-10-0 2-5-4 3-2-12 3-2-12 2-5-4 3-8-0 1-4-0 5-0-0 0-4 0 0-4-0 1-D-0 -5.1 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 0.93 Vert(LL) -0.06 17-19 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.13 17-19 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(CT) 0.02 17 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 263 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. All bearings 0-8-0 except Qt=length) 17=0-3-8, 14=0-3-8. (lb) - Max Horz 20=-275(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 20=-578(LC 25). 12=-345(LC 25), 17=-719(LC 8), 14=-516(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 20=1144(LC 13). 12=750(LC 14). 17=1502(LC 30), 14=1056(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-968/70, 2-3=-1241/537, 3-4=-1229/560, 5-6=-90/409, 8-9=-647/345, 9-10=-717/321, 10-11=-459/79 BOT CHORD 1-20=-244/1009, 19-20=-244/1076, 17-19=-487/857, 16-17=-528/257, 5-16=-320/186, 14-15=-528/311, 7-15=-329/231, 13-14=-247/461, 12-13=-123/497, 11-12=-123/497, 15-16=-329/326 WEBS 3-19=0/413, 2-20=-1179/935, 4-19=-132/262, 10-12=-658/479, 4-17=-1362/760, 6-15=-331/284, 8-14=-725/342, 6-16=-471/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 578 lb uplift at joint 20, 345 lb uplift at joint 12, 719 lb uplift at joint 17 and 516 lb uplift at joint 14. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 89 lb up at 21-11-12, 133 lb down and 79 lb up at 23-11-12, 133 lb down and 79 lb up at 25-0-0, and 133 lb down and 79 lb up at 26-0-4, and 135 lb down and 89 lb up at 28-0-4 on top chord, and 42 lb down and 45 lb up at 21-9-4, 30 lb down and 20 lb up at 23-11-12, 30 lb down and 20 lb up at 25-0-0, and 30 lb down and 20 lb up at 26-0-4, and 42 lb down and 45 lb up at 28-2-12 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). A WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 Quality Criteria, DSB-89 end BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joagum Velez PE No.88182� Mltek USA, Inc.'FL Cert.8634 ;8904Parkti Ea9t Bivd. Tarnpa,FL 33+31,0 �Dati ' July 8,2021 ss Mew 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply , T24608932 511909 A18 Roof Special Girder 1 1 Job Reference (optional) d.g.ju s aun z Zull MI I eK Industries, Inc. Wert Jul 7 13:38:34 2021 Page 2 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-Aup6gG20RT04ZyJk8KGEBvsIRgAUbVgQEiPM10z RbJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80, 4-8=-80, 8-9=-80, 9-11=-80, 1-17=-20, 11-14=-20, 15-16=-20 Concentrated Loads (lb) Vert: 5=-7(F) 7=-7(F) 17=-34(F) 14=-34(F) 25=-8(F) 26=-8(F) 27=-8(F) WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �* a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iifiitek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24606933 511909 A19 Hip 1 1 Job Reference (optional) Oudid, FL - 34472, 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jul 7 13:38:35 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-e4NVub3OCn8xB6uxi2nTh7PXEDZLKyrZTM9varz RbI 1-4-0 10-0-0 13.4-0 21-11-0 1-4-0 8-8-0 3-4-0 a-7-n Scale = 1:36.7 6x6 = 6x6 = 44 = 44 = 12x12 = 10-0-0 , 13-4-0 1 21-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.08 B-10 >999 360 MT20 244/190 TCDL 20.0 Lumber COL 1.25 BC 0.35 Vert(CT) -0.13 B-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FB02020/TP12014 Matrix-S Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc pudins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. REACTIONS. (size) 6=0-3-8, 10=0-8-0 Max Horz 10=-216(LC 10) Max Uplift 6=-450(LC 12). 10=-577(LC 12) Max Grav 6=1032(LC 18), 10=1160(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-810/306, 2-3=-1350/754, 3-4=-1067/809, 4-5=-1331/755, 5-6=-929/654 BOT CHORD 1-10=-466/898, 8-10=-537/1060, 7-8=-489/1114, 6-7=-349/523 WEBS 5-7=-183/819, 2-10=-1028/1018, 2-8=-185/579 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 10-0-0, Exterior(2E) 10-0-0 to 13-4-0, Exterior(2R) 13-4-0 to 18-11-14, Interior(1) 18-11-14 to 21-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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. This Item has been 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = I O.Opsf. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 6 and 577 lb uplift at joint 10. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ;Joaquin Velez PE No:88182' rM,iTek USA inc'FL Ceif 8634 6904Parke East°Blvd Tampa FL 33610: ;Oaten July 8,2021 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 m^ t�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV1�T�ik` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPll 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 T24606934 511909 A20 Hip Girder 1 1 Jab Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:41 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-TEkm8f8nndu5v1 L52lutxOedleZukcHSrlcEnUz_RbC 1-4-0 4-5.4 It 11-8-0 15-4-0 18-10-12 22-0-0 23.4.0 1-4-0 3-1.4 3-6-12 3-8-0 3-8-0 3-6-12 3-1-4 1-4.0 5x8 = 2x4 11 5x8 = 4 18 5 19 6 5x14 \\ 4x6 = 3x4 3x8 = 3x4 = 4x6 = 5x14 = Scale = 1:39.1 23-4-0 Plate Offsets (X,Y)— [4:0-5-4,0-2-121, [6:0-5-4,0-2-121 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 0.41 Vert(LL) 0.09 13 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.12 13 >999 240 BCLL 0.0 * Rep Stress Incr NO WB 0.45 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 172 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-7 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 10=0-8-0, 17=0-8-0 Max Horz 17=-188(LC 6) Max Uplift 10=-1111(LC 8), 17=-1177(LC 8) Max Grav 10=2206(LC 30), 17=2206(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-514/218, 2-3=-2948/1480, 3-4=-3288/1748, 4-5=-3280/1808, 5-6=-3280/1808, 6-7=-3288/1751, 7-8=-2949/1495, 8-9=-515/241 BOT CHORD 1-17=-200/490, 16-17=-291/617, 14-16=-1209/2678, 13-14=-1375/3001, 12-13=-1355/2929, 11-12=-1223/2538, 10-11=-220/490, 9-10=-220/490 WEBS 3-16=-563/363, 3-14=-497/673, 4-14=-7/362, 4-13=-327/617, 5-13=-651/573, 6-13=-327/617, 6-12=-13/363, 7-12=-497/686, 7-11=-561/353, 8-1 0=-1 896/997, 8-11=-1029/2103, 2-17=-1900/1023, 2-16=-1052/2115 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1111 lb uplift at joint 10 and 1177 lb uplift at joint 17. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 725 lb down and 682 Ito up at 8-0-0. 270 lb down and 243 lb up at 10-0-12, 270 lb down and 243 lb up at 11-8-0, and 270 lb down and 243 lb up at 13-3-4, and 725 lb down and 682 lb up at 15-4-0 on top chord, and 244 lb down at 8-0-0. 88 lb down at 10-0-12, 88 lb down at 11-8-0, and 88 lb down at 13-3-4, and 244 lb down at 15-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Ie,lez`PI° No.68182., MITek USA,-Inc:FL Cent 8834= , !6904Parke East Blvd,.;Tampa FL 3.3810 ;Date:< July 8,2021 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply , T24606934 511909 A20 Hip Girder 1 1 Job Reference (optional) ts.4Ju 8 Jun 2 ZUL7 MI I eK Industries, Inc. Wed Jul 7 13:38:41 2021 Page 2 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-TEkm8f8nndu5v1L52lutxOed[eZUkCHSr]cEnUZ RbC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-80, 4-6=-80, 6-9=-80, 1-9=-20 Concentrated Loads (lb) Vert: 4=-439(F) 6=439(F) 14=-161(F) 13=-62(F) 5=-155(F) 12=-161(F) 18=-155(F) 19=-155(F) 20=-62(F) 21=-62(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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 �i�'�k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TP11 Quality Criteria, OSS-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 , f 511909 A21 Roof Special 1 1 T24606935 Job Reference (optional) Ibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:42 2021 Page 1 ID:zoNxg5lfKKVbfj U4p4vl24z7Sfc-xR18M?8PYwl xWBwHcOP6TbBoK2_YT8kb4yLnJxz_RbB 11 4-0 7-8-0 13-4-0 1-40 6-4-0 5-8-0 5x6 = 2x4 I I 3x8 I I 3x12 11 Scale= 1:27.8 1-0-0 1-4-Q 7-8-0 13-11-0 1-0-0 -4- 6-4-0 6-3-0 Plate Offsets (X,Y)— p:0-0-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.02 6-7 >999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 77 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 *Except* BOT CHORD 4-5: 2x8 SP No.2 REACTIONS. (size) 5=0-3-8, 7=0-8-0 Max Horz 7=-159(LC 10) Max Uplift 5=-268(LC 12). 7=-398(LC 12) Max Grav 5=607(LC 1), 7=756(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-505/163, 2-3=-681/565, 3-4=-672/577, 4-5=-512/545 BOT CHORD 1-7=-247/515, 6-7=-349/505, 5-6=-349/505 WEBS 2-7=-623/846 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-11-14, Interior(1) 3-11-14 to 7-8-0, Exterior(2R) 7-8-0 to 11-8-0, Interior(1) 11-8-0 to 13-7-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 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 268 lb uplift at joint 5 and 398 lb uplift at joint 7. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 'Joa'qutri VeleiPE No,881i32' 'MiTek USA, Inc:: FL Cert 8834 . ,8804 Parke East Blvd Tampa' L 3300' , ;Dater July 8,2021 MiTek` 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply , t T24606936 511909 A22 Common 1 1 Job Reference (optional) bbetls Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:43 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-PdsWZL91JEgo8LVTAjxLOpkzPSJl Cb5kJc5LsNz_RbA 1-4-0 7-8-0 14-0-0 15-4-0 1 4-0 6-4-0 6-4-0 1-4-0 5x6 = 3x12 II 1-0-0 6-4-0 3x12 II Scale = 1:28.7 I" 0 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.02 7-8 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.03 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-8 Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS, (size) 8=0-8-0, 6=0-8-0 Max Horz 8=180(LC 11) Max Uplift 8=-406(LC 12), 6=-337(LC 12) Max Grav 8=768(LC 1), 6=767(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-536/156, 2-3=-714/545, 3-4=-714/545, 4-5=-536/156 BOT CHORD 1-8=-238/548, 7-8=-238/547, 6-7=-238/547, 5-6=-238/547 WEBS 2-8=-632/811, 4-6=-632/812 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-11-14. Interior(1) 3-11-14 to 7-8-0, Exterior(2R) 7-8-0 to 11-B-0, Interior(1) 11-8-0 to 15-4-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide This item has been will fit between the bottom chord and any other members. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 406 lb uplift at joint 8 and 337 lb uplift at sealed by Velez, Joaquin, PE joints. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin Velez iiE No 8818Z #MiTek USA,,InI . FL Cert*B634 ;9804^Parke E@at;,BlvdrTarnpa.FL 33810 July 8,2021 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 permanent bracing A Li��Kl�° M Is always required for stability and to prevent collapse 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 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 Job Truss Truss Type Qty Ply T24606937 511909 A23 Hip Girder 1 1 Job Reference (optional) W WULLb LUrllUtlr VU., LLV, Ocaia, FL - 3442, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:44 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-tpQungAg4YHfmV4fjRSaYOG78sckx34uYGquOpz_Rb9 1-4-0 3-5-4 6-0-0 9-4-0 11-10-12 14-0-0 15-4-0 1-4-0 2-1 4 2-6-12 3-4-0 2-6-12 2-1-4 1-4-0 Scale = 1:25.7 6x6 = 6x6 = 4 13 5 IN O 12 3x4 = 3x4 = 9 3x10 II 3x10 II 1-0-0 4- 6-0-0 9-4-0 14-0-0 1 -4- 15-4-0 1-0-0 -4- 4-8-0 3-4-0 4-8-0 4- 1-0-0 Plate Offsets (X,Y)—[9:0-1-5,1-1-61,[12:0-1-5,1-1-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.04 10-11 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.05 10-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.01 9 rile n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 12=0-8-0, 9=0-8-0 Max Horz 12=-142(LC 23) Max Uplift 12=-670(LC 8), 9=-602(LC 8) Max Grav 12=1152(LC 29), 9=1152(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-883/404, 2-3=-1251/679, 3-4=-1377/767, 4-5=-1227/746, 5-6=-13771769, 6-7=-1253/694, 7-8=-886/433 BOT CHORD 1-12=-436/917, 11-12=-470/1024, 10-11=-579/1276, 9-10=-454/920, 8-9=-454/920 WEBS 3-11=-321/490, 6-10=-324/508, 2-12=-900/586, 7-9=-898/553 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide This item has been will fit between the bottom chord and any other members. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 670 lb uplift at joint 12 and 602 lb uplift sealed by Velez, Joaquin, PE at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 491 lb down and 409 lb up at using a Digital Signature. 6-0-0, and 206 lb down and 170 lb up at 7-8-0, and 491 lb down and 409 Ib up at 9-4-0 on top chord, and 155 lb down and 21 lb up Printed copies of this at 6-0-0, and 48 lb down at 7-8-0, and 155 lb down and 21 lb up at 9-3-4 on bottom chord. The design/selection of such document are not considered connection device(s) is the responsibility of others. Signed and Sealed and the 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signature must be Verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 JiaguinNelerPE No 86162-. Uniform Loads (plf) MtTek USA, Inc"FL Cert 6634, Vert: 1-4=-80, 4-5=-80, 5-8=-80, 1-8=-20 'itlk,Parke East Blvd Tampa*L 336W Concentrated Loads (lb) Datet Vert: 4=-187(B) 5=-187(B) 11=-49(B) 10=-49(B) 13=-80(B) 14=-30(B) July 8,2021 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 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 ANS11TPI1 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 r T24606938 511909 CJ1 A Comer Jack 10 1 Job Reference optional) Ibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jul 7 13:38:56 2021 Page 1 I D:zoNxg5ltKKVbfIU4p4vl24z7Sfc-X79RI nJBFEnyCL?zQyf01 YmGlhkLIV_f17kXo7z_Raz 2-0-0 200 Scale = 1:10.5 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 0.07 Vert(LL) 0.00 4 >999 360 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=Mechanical, 4=0-8-0 Max Horz 4=67(LC 12) Max Uplift 3=-185(LC 1), 2=-74(LC 12), 4=-207(LC 12) Max Grav 3=130(LC 12), 2=93(LC 17), 4=304(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSIITPI 1. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 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 1-0-0 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 185 lb uplift at joint 3, 74 lb uplift at joint 2 and 207 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin,VeloPE No 68182`. ;MITek USA, Inc: FL`Cert 8834 ;6804xParke East Blvd; Tampa;FL 33010 :Date:; July 8,2021 WARNING - Verify tlesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5l19/2020 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 HVIt a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��,'��" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criterla, 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 T24606939 511909 CJ1 B Comer Jack 2 1 Job Reference (optional) 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:56 2021 Page 1 I D:zoNxg5lfKKVbfj U4p4vl24z7Sfc-X79Rl nJBFEnyCL?zQyf01 YmG IhkLIV_fl7kXo7z_Raz 2-0-0 200 Scale = 1:10.5 1-8-0 1-8-0 2-0-0 0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 4 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.00 4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=Mechanical, 4=0-8-0 Max Horz 4=67(LC 12) Max Uplift 3=-185(LC 1), 2=-74(LC 12), 4=-207(LC 12) Max Grav 3=130(LC 12), 2=93(LC 17), 4=304(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 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 1-0-0 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 185 lb uplift atjoint 3, 74 lb uplift atjoint 2 and 207 lb uplift at joint 4. This Item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joagufn Velez PE;No.BB182 ,MITek USA, Inc". FL`Ceil SOU - 8804;Parke Eastt.Blvd. Tarnpa F.,L 33810 ;Datea July 8,2021 ® 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 permanent bracing I'�'�k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 T24606940 511909 CJ3A Comer Jack 8 1 Job Reference (optional) ibbetis Lumber Go., LLU, Ocala, FL - 34472, 1-0-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:57 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-?JipV7KpOXvppUa9_fBdamJRm57sUxhoXnU4KZz_Ray 4-0-0 Scale = 1:15.5 1-4-0 4-0-0 0-4-0 2-8-0 LOADING (psf) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 20.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=130(LC 12) Max Uplift 3=-84(LC 12), 5=-160(LC 12) Max Grav 3=103(LC 17), 4=38(LC 3), 5=299(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/135 BOT CHORD 1-5=-121/299 WEBS 2-5=-263/469 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 5 >999 360 MT20 244/190 Vert(CT) -0.00 5 >999 240 Horz(CT) 0.00 3 n/a n/a Weight: 21 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; 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=1.33 plate grip DOL=1.33 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 tritss 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 1-0-0 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 84 lb uplift at joint 3 and 160 lb uplift at joint 5. A 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. .,Joaquin Velez PE No 68182' °MiTek USA, Ific" FL^Celt 8834; '8904!Parke-East'Blvd; Tarnpa;FL.338,1D Date:> July 8,2021 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply T24606941 511909 CJSA Comer Jack 4 1 Job Reference (optional) ibbeas Lumber Co., LLC, Ocala, FL - 34472, 3x12 II 6-0-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:58 2021 Page 1 I D:zoNxg5lfKKVbfj U4p4vl24z7Sfc-TWGBjTLSnr2gRe9MYNis7zrYVVRcDNOymRDdt?z—Rax Scale = 1:21.3 1-2-21-4-q 6-0-0 1-0-0 b•4-d 4-8-0 Plate Offsets (X,Y)— [5:0-0-3,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 4-5 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.16 HOrz(OT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix-S Weight: 31 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=194(LC 12) Max Uplift 3=-151(LC 12), 5=-178(LC 12) Max Grav 3=191(LC 17), 4=85(LC 3), 5=384(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-521/222 BOT CHORD 1-5=-174/435 WEBS 2-5=-432/747 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-11-14, Interior(1) 3-11-14 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. This Item has been 5) Refer to girder(s) for truss to truss connections. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 3 and 178 lb uplift at sealed by Velez, Joaquin, PE joint 5. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin Velez'PE No 68182' `MiTek USA; IttoaFL Cert;6834• , 8804Parke East Blvd: Tampa FL 33610: Dated July 8,2021 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 MiTek® connectors. This design is based only upon parameters shown, 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 61IIiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSH7P11 Quality Criteria, DSB-89 and SCSI Building Component Satetylnformatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply T24606942 511909 EJ3A Jack -Open 3 1 Job Reference (optional) 1W UUL L4111 1 w., LLU, vcaia, FL - 34472, 8x8 i 4-0-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:38:59 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-xjgZwpM4Y9AX3ojY64D5fBOn7vouysk5_5zB PSz_Raw Scale = 1:15.5 1-0-0 ' 0-4-0 ' 2-4-15 0-34 Plate Offsets (X,Y)— [7:0-10-4,0-3-131 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.03 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-7: 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 7=0-8-0, 5=Mechanical Max Horz 7=130(LC 12) Max Uplift 4=-63(LC 12), 7=-151(LC 12), 5=-2(LC 9) Max Grav 4=100(LC 17), 7=314(LC 1). 5=61(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-275/66 BOT CHORD 2-7=-207/479 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; 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=1.33 plate grip DOL=1.33 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 1-0-0 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 63 lb uplift at joint 4, 151 lb uplift at joint This item has been 7 and 2 lb uplift at joint 5. electronically Signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velei.PE No 68182'`. (MiTek USA, Inc. F1 Cait 6634t , 8904Parke-Easf.Blvd:;Tampa;FL 33810 Date:'; July 8,2021 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII.7473 rev. 5179/2020 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, note° 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 �giT�l.k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ��ee �� 66 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17'Pl1 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 T24606943 511909 EJ3AB Jack -Open 2 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 4-0-0 4-0-0 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jul 7 13:38:59 2021 Page 1 ID:zoNxg5lfKKVbfj U4p4vl24z7Sfc-xlgZwp M4Y9AX3ojY64D5fB0nNvo9ysk5_SzBPSZ_Ra W m 4 4 Scale = 1:15.5 6x6 1-0-0 1-4-0 3-8-15 0-0 1-0-0 6-4-0 2-4-15 -3-1 Plate Offsets (X,Y)— [7:0-11-4.0-2-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.01 6 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.00 6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 22 Ito FT = 20% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-7: 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 7=0-8-0, S=Mechanical Max Horz 7=130(LC 12) Max Uplift 4=-68(LC 12), 7=-156(LC 12), 5=-7(LC 9) Max Grav 4=92(LC 17). 7=306(LC 1), 5=43(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-264/83 BOT CHORD 1-7=-82/250, 2-7=-262/446 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; 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=1.33 plate grip DOL=1.33 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 1-0-0 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 68 lb uplift atjoint 4, 156 lb uplift atjoint This item has been 7 and 7lb uplift at joint 5. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic "copies. ,Joaquin Velez.PE No 68182, 'MITek USA, Inc ;FL CerlI 6634� t3904`Parke Eaet;Blvd �Tampa;FL 331?10 `Date July 8,2021 A 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 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 1►A'�'�k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1V1 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply + , T24606944 511909 EJ3B Jack -Open 2 1 Job Reference (optional) IDbe1IS Lumber UO., LLc, Ucala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:00 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-QuOx89M iJ SI Ogyl kfokKCOxyOl9Zh1 REDlikxuz_Rav 4-0-0 4-0-0 Scale = 1:15.5 1-0-0 1-4-0 4-0-0 1 0 0 0 4-0 2-8-0 Plate Offsets (X,Y)— [5:0-0-5,1-1-141 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 0.09 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=130(LC 12) Max Uplift 3=-84(LC 12), 5=-160(LC 12) Max Grav 3=103(LC 17), 4=38(LC 3), 5=299(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/135 BOT CHORD 1-5=-121/299 WEBS 2-5=-263/469 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (31second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; 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=1.33 plate grip DOL=1.33 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 1-0-0 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 84 lb uplift atjoint 3 and 160 lb uplift at joint 5. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-99 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joa ,quin Velez PE No.68182' MiTek USA; lit¢ FL Cert 6634; , '6904'ParBa Easolvd, Tampa,EL 33810 ''Date., July 8,2021 l* MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qly Ply T24606945 511909 EJ3C Jack -Open 2 1 Job Reference (optional) ibueus Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:01 2021 Page 1 ID:zoNxg5lfKKVbfj U4p4vl24z7Sfc-u5yKLUN K4mQ F16txDVFZkcT6HiUvQmEOSPSITKz_Rau 1-6-1 3-0-0 1-6-1 1-5-15 W 4 3x6 11 4 4 4 Scale = 1:15.6 1-6-1 1 5 15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.01 5 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 2-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 6=0-8-0, 3=Mechanical, 4=Mechanical Max Horz 6=90(LC 12) Max Uplift 6=-19(LC 12), 3=-75(LC 12), 4=-29(LC 12) Max Grav 6=140(LC 1), 3=100(LC 17).4=62(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; 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=1.33 plate grip DOL=1.33 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 1-0-0 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 19 lb uplift atjoint 6, 75 lb uplift atjoint 3 and 29 lb uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,JliagulmVelerPE No.6t3182 MiTek USA, Inc FL Cart 6834` 6604'Parke Easf Blvd Tampa;FL 33610" Date: July 8,2021 ® 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 property Incorporate this design into the overall Bet building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iliiTek*- 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 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply i T24606946 511909 EJ5A Jack -Open 3 1 Job Reference (optional) Ibbetts Lumber Co., LLG, Ocala, FL - 34472, 3x12 II 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:02 2021 Page 1 I D:zoNxg5lfKKVbfj U4p4v124z7Sfc-M H WiYq Oyr4Y6wGS7nDmoHpOES6oc9B8Xh3BrOnz_Rat 6-0-0 Scale = 1:21.3 1-0-00 1-44-0 -0 6-0-0 - 1-0-4-8-0 Plate Offsets (X,Y)— [5:0-0-3,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 31 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=194(LC 12) Max Uplift 3=-151(LC 12), 5=-178(LC 12) Max Grav 3=192(LC 17), 4=85(LC 3), 5=384(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-503/215 BOT CHORD 1-5=-174/435 WEBS 2-5=-418/709 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-11-14, Interior(1) 3-11-14 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members. This Item has been 5) Refer to girder(s) for truss to truss connections. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift atjoint 3 and 178 lb uplift at sealed by Velez, Joaquin, PE joint 5. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JoagwnuVelezP.E No:68182: MiTek USA Inc: FL Ctiti;8834 , 890'Nike EasE.Blvd, Tampa.F,L,33610, ;Dater July 8,2021 ® 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 �w a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall i�Y■` building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iUiiTeic° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 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 T24606947 511909 EJ7A Jack -Open 6 1 Job Reference (optional) tbbetts Lumber Co., LLC, Ocala, FL - 34472. 3x12 II 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:02 2021 Page 1 I D:zoNxg5lfKKVbfjU4p4v124z7Sfc-M H WiYgOyr4Y6wGS7nDmoHpOBY6kk9AOXh3BrOnz_Rat W rt Scale = 1:26.5 1-0-0 1-4-Q 8-0-0 1-0-0 b-4-d 6-8-0 Plate Offsets (X,Y)— [5:0-0-3,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.05 4-5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.06 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.04 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=258(LC 12) Max Uplift 3=-215(LC 12). 5=-202(LC 12) Max Grav 3=276(LC 17), 4=128(LC 3), 5=478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-662/301 BOT CHORD 1-5=-205/483 WEBS 2-5=-610/933 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-11-14, Interior(1) 3-11-14 to 7-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DO L=1.33 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 1-0-0 wide will fit between the bottom chord and any other members. This Item has been 5) Refer to girder(s) for truss to truss connections. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift atjoint 3 and 202 Ito uplift at sealed by Velez, Joaquin, PE joint 5. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin.Velez PE No:88182 , MiTek USA Inc;,FL Ceit 6634 ` !8804jParke Easf.Blvd. Tampa FL 3*0 'Date:- July 8,2021 ®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 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 ii�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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T24606948 511909 EVAB Jack -Open 2 1 Job Reference (optional) lIS LUMIL)U L.V., LLIi, Ocala, FL - 344/2, 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jul 7 13:39:03 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-gT44mAPacNgzXP 1 JLwH1 q1 ZLX W30ufwhvjxOYDz_Ras i 1-4-0 3-9-1 8-0-0 ' 1-4-0 ' 2-5-1 4-2-15 Scale = 1:25.3 e 5x14 \\ 4x4 = ' 1-0-0 0-4-0 2-5-1 4-2-15 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 0.52 Vert(LL) 0.09 5-6 >845 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.08 5-6 >957 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-7: 2x4 SP No.2 6-0-0 oc bracing: 6-7. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-8-0 Max Horz 8=258(LC 12) Max Uplift 4=-190(LC 12), 5=-23(LC 12), 8=-202(LC 12) Max Grav 4=260(LC 17), 5=121(LC 3), 8=478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/60 BOT CHORD 7-8=-350/232 WEBS 2-8=451/543 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-11-14, Interior(1) 3-11-14 to 7-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide will fit between the bottom chord and any other members. This Item has been 5) Refer to girder(s) for truss to truss connections. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 4, 23 lb uplift at joint sealed b Velez, Joaquin, PE y oa q 5 and 202 lb uplift at joint 8. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaguin.Velez'PE No 68182 -'. Mifek USA .Iqo°FL Ce'rt 9834 1904'i'Pariti 64 Blvd' :,Ti mpe FL 33610 ;Octet, July 8,2021 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 MITek® connectors. This design is based only upon parameters shown, 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 Itll� lg ��° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p,� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply r T24606949 511909 EJ7B Jack -Open 11 1 Job Reference (optional) ibbetls Lumber Co., LLC, Ocala, FL - 34472, 1-0-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:04 2021 Page 1 I D:zoNxg5lfKKVbfjU4p4vl24z7Sfc-lgdSzWPCNhog9ZcVuepGM E5Q DwKsd61 g8Ngy4fz_Rar LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.18 4-5 >449 360 TCDL 20.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.16 4-5 >490 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=258(LC 12) Max Uplift 3=-230(LC 12). 4=-135(LC 12), 5=-354(LC 12) Max Grav 3=265(LC 17), 4=128(LC 3), 5=478(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-507/339, 2-3=-251/124 BOT CHORD 1-5=-205/483 WEBS 2-5=-703/586 W d; Scale = 1:26.5 PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-1-8 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-11-14, Interior(1) 3-11-14 to 7-11-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 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 230 lb uplift at joint 3, 135 lb uplift at joint and 354 lb uplift at joint 5. ® 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin VelezP.E No.88182 IT Ilk USA, Inc ,FUbbit 6634, 004_Parke East;Blyd.,Tarnpa;FL 33610 Dafe:: July 8,2021 V 31' MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply . r T24606950 511909 HJ3A Diagonal Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:05 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-msBgBsQr8?whnjBiSLKWvSejiJgFMaZ—N1 QVc5z_Raq 3-3-9 5-7-14 3-3-9 2-4-5 I19 0 0 3x6 11 Scale: 3/4'=l' 1-4-6 1-10-0 5-2-15 5-7-14 1-4-6 0-5-10 3-4-15 0-4-15 Plate Offsets (X,Y)—[3:1-6-8,0-4-4],[8:0-2-12,1-7-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.09 5 >497 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.10 5 >449 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 35 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 7=Mechanical, 8=0-11-5 Max Horz 8=130(LC 24) Max Uplift 4=-129(LC 8), 8=-414(LC 8) Max Grav 4=207(LC 28), 7=58(LC 3), 8=565(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-370/200 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 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 129 lb uplift at joint 4 and 414 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 97 lb up at This item has been 2-10-11, and 150 lb down and 97 lb up at 2-10-11 on top chord, and 129 lb down and 191 lb up at 2-8-10, and 129 lb down and 191 electronically signed and lb up at 2-8-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Sealed by Velez, Joaquin, PE 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the Vert: 1-3=-80, 3-4=-80, 1-6=-20, 5-6=-20, 3-7=-20 signature must be verified Concentrated Loads (lb) 9 Vert: 9=218(F=109, B=109) on any electronic copies. ,Joaquin y1.Blei'PE No.8'8182 MiTgk USA, Inc. FL Cert 6824' 8804 Parke East`Blvd. Tampa FL 33610 Date.".. July 8,2021 ® 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 building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing �VA A/e'y��L° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the III fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIt 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 C. T24606951 511909 HJ38 Diagonal Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jul 7 13:39:06 2021 Page 1 ID:zoNxg5lfKKVbfj U4p4vl24z7Sfc-E2ID0CRTu 12YPtmuO2rl RfB4A651 g7bh929Yz—Rap 1-10-0 3-3-9 5-7-14 1-10-0 ' 1-5-9 2-4-5 Scale: 3/4"=1' 3x6 II 1-4-6 5-7-14 1-4-6 4-3-8 Plate Offsets (X,Y)— [5:0-2-12,1-7-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 4-5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins.. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=130(LC 8) Max Uplift 3=-116(LC 8), 4=-117(LC 9), 5=-486(LC 8) Max Grav 3=136(LC 28), 4=25(LC 26), 5=482(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-389/197 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 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 116 lb uplift at joint 3, 117 lb uplift at joint 4 and 486 lb uplift at joint 5. This item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 97 lb up at electronically signed and 2-10-11, and 1501b down and 97 lb up at 2-10-11 on top chord, and 141 lb down and 191 lb up at 2-10-11, and 141 lb down and sealed by Velez, Joaquin, PE 191 lb up at 2-10-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. using a Digital Signature. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plo signature must be verified Vert: 1-3=-80,1-4=-20 Concentrated Loads (lb) on any_ electronic copies. Vert: 7=218(F=109, B=109) ;JoaquIn;Velez PE No BB182° MITek Uskiiic. FL Gert 634 6904 Parke,Egst,Blvd. Tampa FL,33010 July 8,2021 A 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 property incorporate this design into the overallbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracingANN* is always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply >M T24606952 511909 HJ5A Diagonal Hip Girder 2 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:07 2021 Page 1 ID:zoNxg5lfKKVbfIU4p4vl24z7Sfc-iEJbcYS5fcAO01 L4amM_tj277UzgTVGgLvch—z—Rao 1-10-0 4-8-8 8-5-13 2-10-8 3-9-5 Scale = 1:21.0 3x6 11 1-4 6 8-5-13 1-4 6 7-1-7 Plate Offsets (X,Y)— [5:0-2-12,1-7-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.49 Vert(LL) -0.06 4-5 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.08 4-5 >962 240 BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-S Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=194(LC 8) Max Uplift 3=-196(LC 8), 4=-14(LC 5), 5=-480(LC 8) Max Grav 3=267(LC 28). 4=125(LC 22), 5=704(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-609/370 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 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 196 lb uplift at joint 3, 14 Ito uplift at joint 4 and 480 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 97 lb up at This item has been 2-10-11, 150 lb down and 97 lb up at 2-10-11, and 163 lb down and 107 lb up at 5-8-10, and 163 lb down and 107lb up at 5-8-10 electronically signed and on top chord, and 129 lb down and 191 lb up at 2-10-11, 129 lb down and 191 lb up at 2-10-11, and 15 lb down and 2 lb up at sealed by Velez, Joaquin, PE 5-8-10. and 15 lb down and 2 lb up at 5-8-10 on bottom chord. The design/selection of such connection device(s) is the using a Digital Signature. responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed copies of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) Vert: 1-3=-80, 1-4=-20 on any electronic copies. Concentrated Loads (lb) Joaquin VeletFE No 6818Y. Vert: 8=218(F=109, B=109) 9=4(F=2, B=2) zM[Tek USA Inc.". FL Cert 8834" . ;8804 Parke EastBlvd. TarnpaA 33610, iDateti July 8,2021 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 propedy Incorporate this design into the overall Nil building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �ij'��° is always required for stability and to prevent collapse 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 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 [ 4. T24606953 511909 HJ7A Diagonal Hip Girder 2 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:08 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-B RtzpuTjQwl FeBwH7TtDX4GCIXmbZvoQ3_e9DQz_Ran 1-10-0 4-5-14 7-9-1 11-3-12 1-10-0 2-7-14 3-3-3 3-6-11 Scale: 1/7=1' 3x12 II 11-4-6 6-5-2 11-3-12 1-4-6 5-0-13 4-10-10 Plate Offsets_(X,Y)— [5:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.17 4-5 >679 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.31 4-5 >370 240 BCLL 0.0 * Rep Stress Incr NO WB 0.14 Horz(CT) 0.08 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=258(LC 8) Max Uplift 3=-373(LC 8), 5=-572(LC 8) Max Grav 3=461(LC 28), 4=201(LC 3). 5=911(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-329/137, 2-3=-320/132 BOT CHORD 1-5=-45/258 WEBS 2-5=-835/655 NOTES- 1) Wind: ASCE 7-16: Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 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 373 lb uplift at joint 3 and 572 lb uplift at This item has been joint 5. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 97 lb up at sealed by Velez, Joaquin, PE 2-10-11, 150 lb down and 97 lb up at 2-10-11, 163 lb down and 107 lb up at 5-8-10, 163 lb down and 107 lb up at 5-8-10, and 229 USIn a Digital Signature. g g g lb down and 184 lb up at 8-6-9, and 229 Ito down and 184lb up at 8-6-9 on top chord, and 129 lb down and 191 lb up at 2-10-11, 129 lb down and 191 lb up at 2-10-11, 15 lb down and 2 lb up at 5-8-10, 15 lb down and 2 lb up at 5-8-10, and 43 lb down at B-6-9 Printed copies of this , and 43 lb down at 8-6-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not considered 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) Joaguln Velez;Pf No 68182 Vert: 1-3=-80, 1-4=-20 MiTek USA IncFL Cert:6834, . Concentrated Loads (lb) �68 04 Parke,EasEBlvd: Tampa FL_3„3810 Vert: 8=-94(F=-47, B=47) 9=218(F=109, 8=109) 10=4(F=2, B=2) 11=-45(F=-22, B=-22) Dater July 8,2021 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. I Design valid for use only with MITek® connectors. This design is based only upon parameters shown, 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 pp6 �p is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the 9Vl11��° ®®e fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply e y T24606954 511909 M7A Half Hip 1 1 Job Reference (optional) Tibbetts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:09 2021 Page 1 I D:zoNxg5lfKKVbfj U4p4vl24z7Sfc-fdRLODTLBDQ6GKUThBOS31 pNwx7M I NFZIeOjltz_Ram 1-4-0 3-9-1 6-0-0 8-0-0 1-4-0 2-5-1 2-2-15 2-0-0 5x14 \\ 1-0-0 4x4 = 4x4 = 2-2-15 2-0-0 4x4 11 19 M Q Q Scale = 1:22.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.06 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 `Except` except end verticals. 3-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing: 7-8. REACTIONS. (size) 6=Mechanical, 9=0-8-0 Max Horz 9=198(LC 12) Max Uplift 6=-179(LC 12), 9=-232(LC 12) Max Grav 6=329(LC 17), 9=474(LC 1) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-292/162, 5-6=-257/339 WEBS 2-9=-460/593 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-11-14, Interior(1) 3-11-14 to 6-0-10, Exterior(2E) 6-0-10 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 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 179 lb uplift at joint 6 and 232 lb uplift at joint 9. A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse 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-99 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin`Velez PE No.68182' MiTek USA, Inc °FL Cert,6634 8904 Parke East Blvd, Tai p FL 33610 'Dater July 8,2021 WOW 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply IL L T24606955 511909 M7B Half Hip 1 1 Job Reference (optional) Ibbelts Lumber Co., LLC, Ocala, FL - 34472, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:09 2021 Page 1 ID:zoNxg5lfKKVbfjU4p4vl24z7Sfc-fdRLODTLBDQ6GKUTh B0S3IpQXxAAI M6ZIeOjltz_Ram 1-4-0 6-0-0 8-0-0 1 4-0 4-8-0 2-0 0 - 6x6 = 3x4 II YxY i i 3x12 I I LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 TCDL 20.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 Rep Stress Incr YES WB 0.13 BCDL 10.0 Code FBC2020/TP12014 Matrix-S DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.05 6-7 >999 360 MT20 2441190 Vert(CT) -0.05 6-7 >999 240 Horz(CT) -0.00 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (size) S=Mechanical, 7=0-8-0 Max Horz 7=198(LC 12) Max Uplift 5=-179(LC 12), 7=-232(LC 12) Max Grav 5=328(LC 17), 7=474(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-352/98 BOT CHORD 1-7=-71/296 WEBS 3-6=-184/335, 2-7=-392/636 Scale = 1:22.8 Weight: 48 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -0-0-2 to 3-11-14, Interior(1) 3-11-14 to 6-0-0, Exterior(2E) 6-0-0 to 7-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 5 and 232 lb uplift at joint 7. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse 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 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquinvelez PE No;88182 MiTek USA,, Ino: FL Cart 6834 ,6604;Parke'Ea st Blvd. Tampa,FL 33610 `Date:. July 8,2021 MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply r` T24606956 511909 M7C Half Hip Girder 1 1 Job Reference (optional) tooetis Lumber Co., LLC:, Ocala, FL - 34472, 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jul 7 13:39:11 2021 Page 1 I D:zoNxg5lfKKVbfjU4p4vl24z7Sfc-bOZ6RvVbjrggVeespcRw8junvksnmH?slytpglz_Rak 1-4-0 _ 4-0-0 8-0-0 2-8-0 6x6 = 44 11 Scale = 1:16.8 4x4 I 3x6 11 1-0-0 1-4-0 4-0-0 8-0-0 1-0-0 0-4.0 2-8-0 4-0-0 _Plate Offsets (X,Y)— [4:Edge,0-3-81, [5:Edge,0-3-8), [7:0-2-9,1-1-6) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.05 6 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 5=Mechanical, 7=0-8-0 Max Horz 7=133(LC 8) Max Uplift 5=-259(LC 5). 7=-379(LC 8) Max Grav 5=360(LC 28), 7=494(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-7=-278/213 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 5 and 379 lb uplift at joint 7. This item has been 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 323 lb down and 295 lb up at electronically signed and 4-0-0, and 139 lb down and 93 lb up at 6-0-12 on top chord, and 36 lb down and 146 lb up at 4-0-0, and 20 lb down and 2 lb up at sealed by Velez, Joaquin, PE 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. using a Digital Signature. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (pig signature must be verified Vert: 1-3=-80, 3-4=-80, 1-5=-20 Concentrated Loads (lb) on any electronic copies. Vert: 3=-4(B) 6=52(B) 8=1(13) 9=2(B) ,Joaquin Velez PENo.68182 MiTak USA, Inc, FL Cert 6634 !6904 Parka East Blvd. Tempa.FL 33610 Dale: July 8,2021 WARNING • Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �" a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design, Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �'�'��° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the on, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 4 T2460695�7 511909 M71D Half Hip Girder 1 1 Job Reference (optional) ibbeas Lumber Go., LLG, Cicala, FL - 34412, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 7 13:39:12 2021 Page 1 ID:zoNxg5lfKKVbfj U4p4v124z7Sfc-3C6UfFWEUBoh7oD2MJy9hwRw4897Vjt0_ccNM Bz_Raj 1-4-0 4-0-0 8-0-0 1-4-0 2-8-0 4-0-0 4x4 = Scale = 1:17.8 4x4 11 2x4 11 4 10 5 4 4 5x10 \\ 1-0-0 1-4-0 3-9-1 8-0-0 1-0-0 0-4-0 2-5-1 4-2-15 Plate Offsets (X,Y)— [5:Edge,0-3-8], [6:Edge,0-3-8] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 7 >999 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.05 7 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x6 SP No.2 *Except* except end verticals. 3-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: WEBS 2x4 SP No.2 6-0-0 oc bracing: 7-8. REACTIONS. (size) 6=Mechanical, 9=0-8-0 Max Horz 9=133(LC 8) Max Uplift 6=-211(LC 5), 9=-313(LC 8) Max Grav 6=394(LC 29), 9=536(LC 32) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-417/193, 3-4=-392/233, 4-5=-337/192 BOT CHORD 6-7=-192/337 WEBS 2-9=-544/327, 2-8=-125/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.Opsf; BCDL=6.Opsf; h=20ft; B=83ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 1-0-0 wide This item has been will fit between the bottom chord and any other members, electronically Signed and 7) Refer to girder(s) for truss to truss connections. sealed by Velez, Joaquin, PE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 6 and 313 lb uplift at using a Digital Signature. joint 9. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 408 lb down and 294 lb up at Printed copies of this 4-0-10, and 133 lb down and 79 lb up at 6-0-12 on top chord, and 42 lb down and 20 lb up at 4-0-0, and 30 lb down and 20 lb up at document are not considered 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Signed and Sealed and the 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signature must be Verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joag6li Velez PE N6.6182 Uniform Loads (plf) .kiTek USA, irl FL, Ctirt 8634 - Vert: 1-4=-80, 4-5=-80, 1-8=-20, 6-7=-20 16904 Parke:East Blyd._Tampa FL 33810 Concentrated Loads (lb) Date:;: Vert: 4=-1(F) 11=-9(F) 12=-e(F) July 8,2021 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��'�k° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 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 j 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 r 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 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. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED 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 ICC-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 MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 AdsGeneral . 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/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSlrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. sit pe mn9tY 49 4- a10�- ossG 12 6 �- 6 3/8 Hatch Legend- �12" step up ceiling �10' bearing hgt. 2820 Kirby Cir. NE, Palm Bay, FI. 32905 Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803 *** Signature of this document acknowedges that the client has reviewed this truss placement diagram in its entirety and is in agreement with the following items, including but not limited to: A,) The client is responsible to verify the accuracy of information submitted for use in design, fabrication, and scheduling. Any labor, material, or time delay incurred from inadequate or incorrect information supplied from the client will be at the client's expense. B.) Design Criteria: The client acknowledges that the truss design criteria noted on this truss placement diagram meets or exceeds the design criteria specified by the building designer, engineer of record, and local and state building requirements. C.) Fabrication and Delivery: One approved truss placement diagram must be returned to the truss manufacturer before fabrication and delivery will be sscheduled. It is the client's responsibility to coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for delivery, which must be accessible, level, and clear of material and debris, in lieu of this, trusses will be delivered in the best available location at our driver's discretion. Care and handling of the trusses _J following dilvery is the responsibility of the client O D.) Installation &Bracing: BfSI2008 (Building Component Safety Information) WfCA /TPI OR guidelines shall be followed when handling, installing, and bracing trusses. Temporaryand / or IL IL permanent bracing and blocking is not included in the truss package. Trusses shall be braced to a f- prevent rotation and provide lateral stability in accordance with the requirements specified in the w construction documents for the building and on the individual truss design drawings. The overall V stability of the truss system is the responsibility of the building designer. E.) Feld Framing: L) Tray ceilings and other ceiling transitions may require field framing by others. 2.) Ceiling drops and valleys not shown are to be field framed by others. 3.) Overhangs maybe over length - cut to fit infield. Overhangs are 2x4 or 2x6 -no blocking is applied. Comer jacks will be square cut and hip jacks will be double beveled. F.) Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, preferably in writing. DO NOT CUT ANYTRLISSES before contacting the truss manufacturer with specifics of the problem. Any field modifications made without an engineered repair drawing will be the responsibility of the client. No back charges or crane charges of any kindwill be accpeted, unless specifically approved in writing by the truss manufacturer's management G.) This Truss Placement diagram was not created by an engineer, rather by Tibbetts Lumber Co. LLC staff, and is purely to be used as an installation guide and does not require a seal. Truss dessgn analysis are on the Truss Design Drawings which may be sealed by the Truss Design Engineer. Floor Load; Roof Load; 551E psf; 40 TCLL, 10 TCDL, 0 BCLL, 5 BCDL; Dur.: 1.00 5W psf; 20 TCLL, 20 TCDL, 0 BCLL, 10 BCDL; Dur.: 1.25 Design checked for 10 psf non -concurrent LL on BC. Design checked for 10 psf non -concurrent LL on BC. Mitek Engineering Exposure : C Building Code FBC 2020 Mean Hgt. ASCE 7-16 Bldg. Cat. : II TPI 1-2014 Importance Factor : 1.0 Truss Design C & C Enclosure Enclosed a w Uplift Calc. MWFRS Entry Exposed to Wind F: Wind Speed 170 mph US Lanai Exposed to Wind U ROOF CRITERIA FLOOR CRITERIA Z rn w T.C. Pitch 6 / 12 0 B.C. Pitch 0 / 12 Depth a U T.C. Size 2x6 Spacing a F Heel Hgt. 2x6 Bearing block and frame Vapor barrier between floor & concrete by others. Cantilever 12" Floor trusses held back 3/4" at exterior walls, block & fill by others. Blocking for vertical load transfer by others. Overhang 0 I Odd space floor trusses around plumbing as noted Spacing 2,V o.c. TYP. ROOF HANGER: THD26 A THD26 Qty B THD26-2 Qty H O C THDH26-2 Qty Lu Z D THDH26-3 Qty Z O tJ E THD28 City F SKH26 L/R TYP. FLR. HANGER: THD46 THD46 Qty N THD48 Qty O IM THDH48 Qty P THDH410 Qty Q R Install hangers per manufacturer's guidelines. All connectors and tie downs other than truss to girder truss are to be specified and supplied by others. Approved by R Q Desired delivery date: a a Approval Date: Reaction Uplift Reaction 1 A xx xx 7 xx 2 xx xx 3 xx xx a rlmoxx 4 xx xx 5 xx xx u_ IL IL 6 xx xx 12 xx x x u) W H O Z Uplift Reaction Uplift xx 13 14 15 xx xx xx xx xx xx xx xx xx 16 xx xx xx 17 xx xx xx 18 xx xx Only points listed above have reaction > 5000 or Uplift > 1000 Values shown on sealed design drawings supersede the above. Client : VB Custom Homes !i w Project: Asselin Res. J fJ Address: TBD Date, Intials, Description w W 11/19/2021 1 Designer : I Sean Project # 511909