Loading...
HomeMy WebLinkAboutTrussLumber design J�6u& are'in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2811298-GHO-16MW - GHO Homes - Clementine - Traditional MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: GHO Homes Project Name: MW 16 Model: Tampa, FL 33610 4115 Lot/Block: 16 Subdivision: MEADOWOOD Address: TBD, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code:.FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph. Roof Load: 45.0 psf Floor Load: N/A psf This package includes 58 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 T24366850 Al 6/16/21 23 T24366872 A23 6/16/21 2 T24366851 A2 6/16/21 24 T24366873 A24 6/16/21 3 T24366852 A3 6/16/21 25 T24366874 A25 6/16/21 4 T24366853 A4 6/16/21 26 T24366875 AGR 6/16/21 5 T24366854 A5 6/16/21 27 T24366876 B1 6/16/21 6 T24366855 A6 6/16/21 28 T24366877 B2 6/16/21 7 T24366856 A7 6/16/21 29 T24366878 B3 6/16/21 8 T24366857 A8 6/16/21 30 T24366879 B4 6/16/21 C 9 T24366858 A9 6/16/21 31 T24366880 135 6/16/21 I 10 ' T24366859 A10 6/16/21 32 T24366881 CA 6/16/21 11 T24366860 All 6/16/21 33 T24366882 CJ 1 A 6/16/21 12 T24366861 Al2 6/16/21 34 T24366883 CJ1 B 6/16/21 13 T24366862 A13 6/16/21 35 T24366884 CJ1 C 6/16/21 14 T24366863 A14 6/16/21 36 T24366885 CM 6/16/21 15 T24366864 A15 6/16/21 37 T24366886 CJ3A 6/16/21 16 T24366865 A16 6/16/21 38 - T24366887 CJ5 6/16/21- 17 T24366866 'Al 7 6/16/21 39 T24366888 CJ5A 6/16/21 18 T24366867 Al 6/16/21 40 T24366889 EJ3 6/16/21 19 T24366868 A19 6/16/21 41 T24366890 EJ5 6/16/21 20 T24366869 A20 6/16/21 42 . T24366891 EJ6 6/16/21 21 T24366870 A21 6/16/21 43 T24366892 EJ6A 6/16/21 22 T24366871 A22 6/16/21 44 T24366893 EJ613 6/16/21 The truss above have been ared by MiTek USA, Inc. nreferenced direct supervision based n the parameters ���,JPa • • S <F2 �'�� • �' F '• provided by Builders FirstSource (Plant City, FL). • Truss Design Engineer's Name: Velez, Joaquin * :' No 182 • :. My license renewal date for the state of Florida is February 28, 2023. -0 : ' cc IMPORTANT NOTE: The seal on these truss component designs is a certification �� •,• E OF that the engineer named is licensed in the jurisdiction(s) identified and that the i� R ••�_ designs comply with ANSI/ TPI 1. These designs are based upon parameters ����` O R ��� •• G\ shown (e.g., loads, supports, dimensions, shapes and design codes), which were �jS / `• ��,��� given to MiTek or TRENCO. Any project specific information included is for MiTek s or �� O A% �� TRENCO's customers file reference purpose only, and was not taken into account in the ►�t1 1110 WS � preparation of these designs. MiTek or TRENCO has not independently verified the Joaquin Ve ez PE .61162 applicability of the design parameters or the designs for any particular building. Before use, MITek USA, Inc. F Cert 6634� the building designer should verify applicability of design parameters and properly 6964 Parke _ IVd. tampa FF 33 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date: June 16,2021 Velez, Joaquin 1 of 2 RE: 2811298-GHO-16MW - GHO Homes - Clementine - Traditional Site Information: Customer Info: GHO Homes Project Name: MW16 Model: . Lot/Block: 16 Subdivision: MEADOWOOD Address: TBD, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T24366894 ER 6/16/21 46 T24366895 H6 6/16/21 47 T24366896 H7 6/16/21 48 T24366897 H7A 6/16/21 49 T24366898 HA 6/16/21 50 T24366899 HJ5 6/16/21 51 T24366900 HJSA 6/16/21 52 T24366901 HA 6/16/21 53 T24366902 HJ7 6/16/21 54 T24366903 HJ 14 6/16/21 55 T24366904 V1 6/16/21 56 T24366905 V2 6/16/21 57 T24366906 V3 6/16/21 58 T24366907 V4 6/16/21 2of2 Job Truss Truss Type City Ply GHO Homes - Clementine - Traditional ' T24366850 2811298-GHO-I6MW Al Roof Special Girder 1 2 Job Reference (optional) tiunaers mrstsource (riant Liny, t-L), riant Glty, t-L - JJObf, a.vOU 5 June eue 1 IV„ , UK Ir IUu5lr,e5, it vVUU dun 10 1 V:94;90 LVL 1 rdye , ID:g118wLVNi6YkTT7fi BJ8hFyw6EN-c5_rNBRFpnppxFOhRtsxX23P4QOlo9dZDOcLPaz5kEB 2-0-0 , 3.6-0 7-0-0 12-4-0 17-8-0 20.4-0 24-2-0 28-4-0 32-6-0 36-0.0 39-6-0 41-6-0 , 2-0-0 3.6-0 3-6-0 5-4-0 5-4-0 2-8-0 3-10-0 4-2-0 4-2-0 3.6-0 3.6-0 2-0-0 ' Scale=1:73.8 5x8 = 5x8 = 6.00 12 3 35 36 4 37 38 39 40 5 5x12 = 4x6 = 5x8 = 6 7 8 41 42 943 44 10 0. co 2 m N $ 01 45 22 46 21 47 2048 49 5019 51 6 11 m c 18 17 12•7 v x — or 3x6 = 3x6 = 3x8 = 3x4 = 15 14 13 52 53 54 6x8 = 3x8 = 3x6 = 7-0-0 12-4-0 1 17-8.0 1 20.4.0 , 24-0-0 24,2-0 28-4-0 32-6-0 , 36-0-0 , 39-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.21 22-31 >999 240 MT20 2441/190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.26 22-31 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.05 17 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 432 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-15: 2x4 SP No.3 6-0-0 oc bracing: 16-17,14-15. WEBS 2x4 SP No.3 *Except* 7-17: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 17=0-8-0 Max Horz 2=217(LC 24) Max Uplift 2=-1139(LC 8), 11=-630(LC 8), 17=-1676(LC 8) Max Grav 2=2256(LC 29), 11=1338(LC 30), 17=4091(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3792/1740, 3-4� 3796/1792; 4-5=-3796/1792, 5-6=-3138/1514, 6-7=-245/753, 7-8=-245/753, 8-9=-1257/629, 9-10— 1257/629, 10-11=-2000/781 BOT CHORD 2-22=-1284/3455, 20-22=-1294/3485, 19-20=-1057/2818, 18-19=-953/2235, 17-18=-959/2247, 16-17=-696/359, 8-16=-708/343, 14-15=-295/176, 13-14— 494/1692, 11-13=-493/1667 WEBS 3-22=-250/731, 3-20=-212/645, 4-20= 849/579, 5-20=-466/1270, 5-19= 87/292, 6-19=-292/742, 8-14=-707/1981, 9-14=-655/463, 10-14=-662/203, 10-13=-37/636, 7-17=-1189/508, 6-17= 3536/1585 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1139 lb uplift at joint 2, 630'lb uplift at lontlnlliMcl 6rundM26 lb uplift at 17. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 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 vedfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent 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, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional * T24366850 2811298-GHO-I6MW Al Roof Special Girder 1 2 Job Reference (optional) Builders FirstSource (Plant Gity, FL), Plant uty, FL - 33bbl, Mlwu s dun Z zue I w11 I CR uluubillub, II IF vvuu dull i o I u.Y - Gua 1 raye a I D:gllBwLVNi6YkTT7fiBJ8hFyw6EN-c5_rNBRFpnppxFOhRtsxX23P4QOlo9dZDOcLPaz5kEB NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 191 lb up at 7-0-0, 220 lb down and 181 lb up at 9-0-12, 220 lb down and 181 lb up at 11-0-12, 220 lb down and 181 lb up at 12-11-4, 220 lb down and 181 lb up at 14-11-4, 220 lb down and 184 lb up at 16-11-4, 220 lb down and 181 lb up at 25-5-4, 220 lb down and 181 lb up at 26-5-4, 220 lb down and 181 lb up at 28-5-4, and 220 lb down and 181 lb up at 30-5-4, and 407 lb down and 363 lb up at 32-6-0 on top chord, and 495 lb down and 377 lb up at 5-0-12, 86 lb down at 7-0-12, 86 lb down at 9-0-12, 86 lb down at 11-0-12, 86 lb down at 12-11-4, 86 lb down at 14-11-4, 86 lb down at 16-11-4, 622 lb down and, 363 lb up at 18-11-4, 86 lb down at 25-5-4, 86 lb down at 26-5-4, 86 lb down at 28-5-4, and 86 lb down at 30-5-4, and 462 lb down and 111 lb up at 32-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 3-5=-70, 5-6=-70, 6-10=-70, 10-12— 70, 16-29=-20, 15-32=-20 Concentrated Loads (lb) Vert: 3=-138(F) 10=-216(F) 22=-61(F) 9=-138(F) 14=-61(F) 13= 336(F) 35=-138(F) 36— 138(F) 38=-138(F) 39=-13B(F) 40=-138(F) 41=-138(F) 42— 138(F) 44=-138(F) 45=-428(F) 46=-61(F) 47=-61(F) 48=-61(F) 49— 61(F) 50=-61(F) 51=-532(F) 52— 61(F) 53= 61(F) 54=-61(F) 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional. temporary and permanent bracing MiTek° prevent 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 6904 Parke East Blvd. Safety Information available from Truss PlaW Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional T24366851 2811298-GHO-I6MW A2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s dun z zun mi I eK Inousmes, Inc. vveo Uun 1 t> > u:4C5:4v zun rage i ID:gIIBwLVNi6YkTf7fiBJ8hFyw6EN-kPs1 p3COkStkc5H_BJ?y7YjM3DHko58-,tz6kftz5kD8 2-0-0 , 4-6-10 9.0-0 15-8.0 18-4-0 23-8-0 24 2r0 30-6-0 34-11-6 39.6.0 41-6-0 , 2-0-0 4.6-10 4-5-6 6-8-0 2-8-0 5-4-0 0-6.0 6.4-0 4-5-6 4-6-10 2-0-0 annFi—o- 5x6 = 5x8 = 34 35 5 5x6 = A nA = G,.a — 3x8 = 6x8 = 3x8 = 3x6 = 23-8-0 Scale = 1:73.8 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.58 BC 0.78 WB 0.38 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.14 19-28 >999 240 -0.31 19-28 >929 180 0.05 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 222 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except" BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3 WEBS 1 Row at midpt 6-16 WEBS 2x4 SP No.3 *Except* 7-16: 2x8 SP 240OF 2.0E OTHERS 2x4 SP No.2 *Except* 21-22,24-25: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0, 16=0-8-0 Max Horz 2=258(LC 9) Max Uplift 2=-569(LC 10), 11=-457(LC 10), 16=-607(LC 10) Max Grav 2=1173(LC 1), 11=846(LC 16), 16=1879(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1778/1076, 3-4=-1454/937, 4-5=-1247/930, 5-6=-1261/940, 6-7=0/265, 7-8=0/265, 8-9=-569/559, 9-1 0=-682/532, 10-11 =-1 048/683 BOT CHORD 2-19=-648/1661, 17-19=-385/1111, 16-17=-501/1078, 8- 1 5=-337/90, 11-13=-389/886 WEBS 3-19=-419/259, 4-19=-10/332, 5-19=-37/256, 6-16=-1501/790, 8-13=-277/743, 10-13=-441/279, 7-16=-631/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 5-0-10, Exterior(2R) 5-0-10 to 15-8-0, Exterior(2E) 15-8-0 to 18-4-0, Interior(1) 18-4-0 to 26-6-10, Exterior(2R) 26-6-10 to 34-5-6, Interior(1) 34-5-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 569 lb uplift at joint 2, 457 lb uplift at Joaquin Velez PE No.68182 joint 11 and 607 lb uplift at joint 16. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MTek USA, Inc. FL Cert 6634 6904'Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: . June 16,2021 A WARNING - Verity 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 verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 ANS11TPII 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 Oty Ply GHO Homes - Clementine - Traditional ` T24366852 2811298-GHO-I6MW A3 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:44:44 2021 Page 1 ID:qllBwLVNi6YkTT7fiBJ8hFyw6EN-d_hgMttunLovjY ZvNUrsBVoLO4fBsk4alxB4Bz5kCH 2-0.0 5-3-12 11-0-0 13-8-0 16-4.0 20.4-12 24-2.0 28-6.0 34-2-4 39.6-0 41-6-0 2-0-0 5.3.12 2-B-0 2-8.0 4-0-12 3-9-4 4.4-0 5-B-4 5-3-12 2-0-0 6xB = 7x10 = 4 34 355 —r = 7..n — 4x8 = 6x8 = 24-2-0 5-4-0 5-3.12 Scale = 1:73.8 O 22 0 •= LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.50 BC 0.65 WB 0.83 Matrix -AS DEFL. in Vert(LL) 0.34 Vert(CT) -0.59 Horz(CT) 0.17 (loc) I/defl Ud 17 >999 240 17 >801 180 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 292 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied. 1-4,9-12: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 *Except* 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 5-18: 2x4 SP No.2, 14-16: 2x6 SP No.2 OTHERS 2x4 SP No.2 *Except* 23-24,26-27: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=298(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3514/1698, 3-4=-2989/1581, 4-5=-2625/1520, 5-6=-4686/2523, 6-7=-4301/2261, 7-8=-4301/2261, 8-9=-4049/2166, 9-10=-2994/1612, 10-11=-3518/1729 BOT CHORD 2-21=-1 213/3105,19-21=-1213/3105, 18-19=-1104/2934, 17-18=-1704/4109, 16-17=-1694/4066, 8-16=-526/312, 13-14=-1330/3108, 11-13=-1330/3108 WEBS 3-19= 642/299, 4-19=-425/1066, 5-19=-825/359, 5-18=-1399/2725, 6-18=-2364/1305, 14-16=-1051/2583, 9-16=-877/2022, 9-14=-437/235, 10-14=-641/300, 7-17= 363/221, 6-17— 114/348, 8-17=-131/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 7-0-10, Extedor(2R) 7-0-10 to 13-8-0, Exterior(2E) 13-8-0 to 16-4-0, Interior(1) 16-4-0 to 24-3-12, Exterior(2R) 24-3-12 to 32-5-6, Interior(1) 32-5-6 to 37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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. Joaquin Velez PE No.68182 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA, Inc. FL Cart 6634 will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904 Parke East Blvd. Tampa FL 33610 2=813, 11=821. Date: 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum June 16,2021 sheetrock be aoDlied directly to the bottom chord. A WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 bucking of Individual truss web and/or chord membersonly. Additional temporary and permanent bracing MiTek' prevent 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 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , City Ply GHO Homes - Clementine - Traditional T24366853 2811298-GHO-I6MW A4 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun z zuzl MI I eK maustnes, Inc. wed Jun 1 e iu:44:4I zuzi rage i ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-1 ZMy_wm4GAVa7i8aV2YTm7Hnc2XOAFW G79ohWz5kCE 2-0.0 6-8-13 12-4-0 14.4-0 19-3-0 24-2.0 26-6-0 33-1-4 39-6-0 41-6.0 2-0-0 6-8-13 5-7-3 2-0-0 4-11-0 4-11-0 2-4-0 6-7-4 6-4-12 6.00 12 5x6 = MdE 5-7-3 3x4 = 24-2-0 5x6 = 5x8 II 4x12 = Scale=1:75.1 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC202OfTP12014 CSI. TC 0.62 BC 0.90 WB 0.97 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.43 17-18 >999 240 -0.80 17-18 >591 180 0.27 11 n/a n/a PLATES GRIP MT20 244/190 Weight:251 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-19: 2x6 SP No.2, 16-19: 2x6 SP M 26 WEBS 1 Row at midpt 6-19, 7-16 WEBS 2x4 SP No.3 *Except* 8-14: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 22-23,25-26: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=325(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3462/1519, 3-5=-2832/1369, 5-6=-2698/1378, 6-7=-3550/1741, 7-8=-2443/1340, 8-10=-2776/1373, 10-11=-3407/1522 BOT CHORD 2-20=-1031/3039, 19-20=-1031/3039, 18-19=-1057/3133, 17-18=-1217/3550, 16-17=-464/1304, 14-15=-105/300, 13-14=-1125/2975, 11-13=-112512975 WEBS 3-20=0/297, 3-19=-754/373, 5-19=-976/2126, 6-19=-1904/956, 6-18=-212/654, 7-18=-9/526, 7-16=-1449/524, 14-16=-894/327, 8-16=-254/776, 10-14=-758/364, 14-17=-788/2370 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-13, Exterior(2R) 6-8-13 to 12-4-0, Extedor(2E) 12-4-0 to 14-4-0, Interior(1) 14-4-0 to 20-10-15, Extedor(2R) 20-10-15 to 32-1-1, Interior(1) 32-1-1 to 37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=813,11=821. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. c? o 2• -.T 0 Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters'shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 City Ply GHO Homes - Clementine - Traditional � T24366854 2811298-GHO-I6MW A5 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:44:52 2U21 Page 1 ID:qIIBwLVNi6YkTT7fiBJ8hFyw6EN-OXAr1 czvvopognb5N2djAgg4Admt3T_GQHtZMjz5kC9 2-0-0 , 5.8-8 12-4-0 18-5-0 24-6-0 26-6-0 32-9-9 , 39-6-0 41-6-0 , 2-0.0 5-8-B 6-7-7 6-1-0 6-1-0 2-0-0 6-3-9 6-8-7 2-0-0 6.00 12 5x8 = M-71E 5 33 34635 7 5-8-8 3x4 11 6x8 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.77 BC 0.89 WB 0.88 Matrix -AS DEFL. in (loc) Vdefl Ud Vert(LL) -0.35 15-16 >999 240 Vert(CT) -0.11 15-16 >670 180 Horz(CT) 0.21 11 n/a n/a PLATES MT20 Weight: 236lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3, 15-17: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=326(LC 9) Max Uplift 2=-813(LC 10), 11= 821(LC 10) Max Grav 2=2191(LC 15), 11=2229(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3930/1577, 3-5=-3141/1418, 5-6=-3172/1549, 6-7=-3172/1549, 7-8=-3928/1793, 8-10=-3931/1661, 10-11=-3927/1542 BOT CHORD 2-18=-1112/3670, 17-18=-1112/3670, 16-17=-785/2896, 15-16=-875/2932, 8-15=-341/303, 11-13=-1134/3411 WEBS 3-17=-858/357, 5-17=-88/583, 5-16=-258/753, 6-16=-471/354, 7-16=-135/455, 7-15=-532/1433, 13-15=-1117/3429, 10-13=-497/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-15, Exterior(2R) 6-8-15 to 17-11-1, Interior(1) 17-11-1 to 18-10-15, Exterior(2R) 18-10-15 to 30-1-1, Interior(1) 30-1-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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 2-0.0 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 100 lb uplift at joint(s) except (jt=lb) 2=813,11=821. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale=1:73.8 cm o 2=7 v GRIP 244/190 FT = 20% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 property incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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&TPlr Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , City Ply GHO Homes - Clementine - Traditional i T24366855 2811298-GHO-I6MW A6 Hip, 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:44:55 2021 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-o6r_fe?ogBNXEKg2ABQoSSaCgo?GpJi6E5Ez2z5kC6 2-0.0 6-6-0 14.4-0 22-6-0 26-6-0 32-9-9 39-6-0 41-6.0 2-0.0 6.6.0 7-9-15 B-2-0 4-0-0 6-3-9 6.8-7 2-0-0 6.00 F12 2x4 6x8 = 5x6 = 26-6-0 3x4 11 5x8 = Scale = 1:81.1 9.4 II 2x4 II m 11 O LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.85 BC 0.86 WB 0.90 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud -0.30 15-17 >999 240 -0.59 15-17 >798 180 0.20 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 239 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except* TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 "Except* WEBS 1 Row at midpt 3-17, 5-15 7-13: 2x4 SP No.3, 10-13: 2x4 SP No.2 WEBS 2x4 SP No.3 "Except" 12-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=366(LC 9) Max Uplift 2=-813(LC 10), 10— 821(LC 10) Max Grav 2=2189(LC 15), 10=2219(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3874/1532, 3-5=-2973/1337, 5-6=-2735/1344, 6-7=-3115/1442, 7-9=-3883/1630, 9-10=-3901/1502 BOT CHORD 2-18=-1060/3643, 17-18= 1060/3643, 15-17= 673/2724, 14-15— 1037/3303, 7-14=-224/850, 10-12=-1097/3387 WEBS 3-18=01276, 3-17=-984/420, 5-17= 86/736, 5-1 5=-1 57/340, 6-15=-312/963, 7-15=-1137/524,12-14=-1092/3267,9-12=-492/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-8-15, Exterior(2R) 8-8-15 to 28-1-1, Interior(1) 28-1-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on.the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=813, 10=821. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 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 Oty Ply GHO Homes -Clementine - Traditional T24366856 2811298-GHO-I6MW A7 Hip 1 1 Job Reference (optional) timaers rrrsioource trrant uny, Ml, runt uay, r" - uuoor, ,, < < �...,, _ . _..—•-- __—. . ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-93eti L3wOGpfe?CerknbV W 9W urUZx7gRFW p_eGz5kC1 2-0-0 4-7-5 9-9-12 16-4-0 20-6-0 26-6.0 32-9-9 39-6.0 41-6-0 2.0.0 4.7.5 5-2-7 6-6-4 4-2-0 6-0-0 6-3-9 6-8-7 2-0.0 Scale=1:81.1 5x6 = 5x8 = 6.01) 12 6 7 34 3x44x6 8 3x6 i <-- 3x6 2x4 4 9 3x4 2x4 II 3 10 2x4 11 32 2x4 11 m 2x4 II 2 EV 35 2x4 11 2x4 II 1 6 19 18 17 16 _ 15 5x8 — 11 _t? h 3x4 = 4x6 = 3x6 = 3x8 = 3x4 = 14 12 0 13 3x6 3x4 11 5x6 = 7-11-6 16-4-0 20.6-0 26.6-0 32-9-9 39.6-0 7-11-6 8-4-10 4-2.0 6.0.0 6.3-9 6-8-7 Plate Offsets (X Y)-- [6.0-3-0 0-2-0] [7.0-6-0 0-2-8] [15:0-5-12 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.27 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.52 15-16 >914 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP N0.2 'Except' BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 7-17, 8-16 WEBS 2x4 SP No.3 *Except' 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 21-22,24-25: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=408(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3456/1499, 3-5=-3183/1425, 5-6=-2427/1246, 6-7=-2083/1207, 7-8=-2477/1277, 8-10= 3464/1577, 10-11=-3388/1453 BOT CHORD 2-19= 1040/3156, 17-19=-876/2726, 16-17=-537/2134, 15-16=-1010/3032, 8-15=-187l751, 11-13=-1052/2950 WEBS 3-19=-352/210, 5-19=-19/456, 5-17=-833/456, 6-17=-258/686, 7-17=-299/176, 8-16— 1261/617, 13-15— 1023/2902, 10-13=-497/303, 7-16=-343/886 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 10-8-15, Exterior(2R) 10-8-15 to 26-1-1, Interior(1) 26-1-1 to 37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=813, 11=821. Joaquin Velez PE No.68182 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cart 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 buckling of Individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Oty Ply GHO Homes - Clementine - Traditional T24366857 2811298-GHO-I6MW AB Hip 1 1 Job Reference (optional) Builders hlrst50urce (mast CAty, M), rlam t;ry, t-L - 3Jbb/, b.waU s Jun Z ZUZ I Ivu I UK nluusuies, a ic. vveu Jun 10 1 u.-- - 1 rnyn I I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-1 qu0Yj6R4UK56dW P4ZrYfMKCbSs8txil A8nCm1 z5kBz 2-0-0 5-8-0 10-10-14 17-0-0 19-10-0 26-6-0 32-9-9 39-6-0 41-B-0 2-0-0 5-8-0 5-2-14 6-1-3 2-10.0 6-8.0 6-3-9 6-8-7 2-0-0 Scale=1:81.1 5x6 = Sx8 = 6.00 F12 6 7 3x4 34 4x6 US 5 33 8 q 3x6 2x4 \\ 3 9 3x4 2x4 11 10 2x4 11 82 m 2x4 II 2 35 2x4 II _ 1 2x4 I 12x4 11 0 19 36 37 18 17 16 15 Sx8 — 11 m o 12 a 3x6 = 3x4 = 46 = 3x4 = 14 13 3x6 0 3x8 — 3x4 II 6x8 = 19-10-0 7-10-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.33 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.67 17-19 >712 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 247lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except" BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3, 11-14: 2x4 SP No.2 WEBS 1 Row at midpt 5-17, 7-17, 8-16 WEBS 2x4 SP No.3 *Except* 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 21-22,24-25: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=421(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=2180(LC 15), 11=2204(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3849/1462, 3-5=-3631/1435, 5-6=-2563/1216, 6-7=-2225/1175, 7-8=-2610/1228, 8-10=-3874/1558, 10-11=-3864/1436 BOT CHORD 2-19=-998/3664, 17-19=-808/3074, 16-17=-484/2352, 15-16=-999/3335, 8-15=-178/960, 11-13=-1037/3351 WEBS 3-19=-377/24015-19=-99/728, 5-17=-933/465, 6-17=-309/925, 7-17=-304/200, 7-16=-344/1022, 8-16— 1541/648, 13-15=-1000/3305, 10-13=-496/297 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 11-4-15, Exterior(2R) 11-4-15 to 25-5-1, Interior(1) 25-5-1 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=813, 11=821. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PENo.68182 MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek9 connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 GHO Homes - Clementine - Traditional ' T24366858 2811298-GHO-16MW A9 Roof Special 1 1 Job Reference (optional) bunaers mrsil."ource tmani Gny, r-L), riani Uuy, rL - 21,30131, 0.40U .7" JU11 L LUL, IVII I UK 111UUJUlUb, II,U. VVUU —I I o I--, 0 4V I r qU I ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-dXkgUVHDno46oma5uW 5gEJvct6d?9Ba5OJAxGDz5kBl -2-0-0 5- -1 10-9-11 1.. 18-10.819.9i0 26-6-0 32-9.9 39.6-0 , 41-6-0 , 2-05-4-13 5.4-13 2-8-0 0.10-6 6.9-0 6-3.9 6-8-7 2.0.0 Scale=1:82.6 3x6 = 5x6 = 5x6 � 6.00 12 5x8 6 g 7 9 3x4 35 36 4x6 3x6 -:r- 5 10 3x6 2x4 �� 4 11 I cc 3 3x4 2x4 II 12 2x4 11 34 m 2x4 II 2 37 2x4 11 2x4 11 2x4 11 _ 1 6 21 38 20 19 18 17 5x8 — 13 m o 3x4 = 5x6 WB= 3x6 _ 3x8 = 3x4 = 16 15 3x6 14 -o 3x4 I I 6xB = 7-8-7 16-2-8 18-10.8 , 26-6.0 32-9-9 39-6-0 7-8-7 8-6-2 2-8-0 7-7-8 6-3-9 6-8-7 Plate Offsets (X Y)-- [6:0-3-0 0-2-0] [8:0-3-0 Edge] [9:0-3-12 0-1-12] [15:0-3-8 0-3-0] [17:0-5-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.32 19-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.64 19-21 >744 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.21 13 n/a n/a BCDL 10.0 Code FBC2020rfP12014 Matrix -AS Weight: 248lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 2-20: 2x4 SP No. 1, 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 15-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 1-22,14-25: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0; 13=0-8-0 Max Horz 2=-418(LC 8) Max Uplift 2=-813(LC 10), 13=-821(LC 10) Max Grav 2=2178(LC 15), 13=2218(LC 16) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 9-19, 10-18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3866/1555, 3-5= 3637/1517, 5-6=-2647/1.329, 6-7=-2304/1279, 7-9=-2148/1342, 7-8=-264/17, 8-9=-337/27, 9-10=-2754/1354, 10-12=-3907/1645, 12-13� 3898/1509 BOT CHORD 2-21=-1094/3687, 19-21=-894/3075, 18-19=-610/2418, 17-18=-1067/3350, 10-17=-195/957, 13-15=-1102/33B2 WEBS 3-21=-389/246,5-21=-991711,5-19= 863/438,6-19=-293/874,9-19=-294/203, 9-18=-326/1058, 10.18=-1430/5B7, 15-17— 1.076/3334, 12-15=-498/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 12-3-2, Extedor(2R) 12-3-2 to 16-2-8, Exterior(2E) 16-2-8 to 18-10-15, Extedor(2R) 18-10-15 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=813, 13=821. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904,Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Q 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 MiTek" 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 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 Oty Ply GHO Homes - Clementine - Traditional ' T24366859 2811298-GHO-16MW A10 Roof Special 1 1 _ ... _. ._ Job Reference o tional (Plant _.. .-....... � 33567, _ ,.._ CUIIOers FirsiSource (Plant City, FL), rlanl filly, rL - U-JU o �u ,ivi, i cn ,,,uuau,w u,u. v• cu vu„ , v v.,c.-. -..- , ' -yc ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-YU6botSVL03XAZX4YluPcT9ji E7iGx_sg-K5STTz5kE'6 2-0-0 6-4-12 14-2-8 16-10.8 19-9-0 26-6-0 33-1-6 39-6-0 41-6-0 2-0-0 6-4-12 7-9-12 2-8-0 2-10-8 6-9-0 6-7-6 6-4-10 2-0-0 Scale=1:82.6 3x6 = 6.00 12 6x8 = 5x6 i 7 5x6 5 34 46 3x6 6 9 3x4 i 4 4x6 10 3 3x4 2x4 II 11 2x4 11 33 2x4 11 m 2x4 II 2 35 2x4 II 2x4 II 1 6 20 19 18 36 17 16 5x8 = 12 m c 13 3x6 = 2x4 II 3x4 = 4x6 — 3x8 = 15 14 3x6 0 3x4 11 5x8 = 6-4-12 17-9-12 ' 2-8-0 ' 9-7-8 6-4-12 17-9-12 ' 2-8-0 ' 9-7-8 6-7-6 b-4-1U Plate Offsets (X Y)-- [5.0-4-0 0-1-15] [7.0-3-0 Edge] [8.0-1-4 0-2-8] [10.0-3-0 Edge] [14.0-3-8 0-2-81[16.0-6-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.31 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.62 17-19 >767 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 250lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied. Except: 5-8: 2x6 SP No.2 1 Row at midpt 6-8 BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. 9-15: 2x4 SP No.3, 12-15: 2x4 SP No.2 WEBS 1 Row at midpt 3-19, 5-17 WEBS 2x4 SP No.3 `Except' 14-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=424(LC 9) Max Uplift 2= 813(LC 10), 12=-821(LC 10) Max Grav 2=2184(LC 15), 12=2214(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3869/1523, 3-5=-2982/1353, 5-6=-2766/1342, 6-8=-2494/1150, 6-7=-323/268, 7-8=-334/285, 8-9=-3121/1456, 9-11=-3872/1629, 11-12=-3920/1507 BOT CHORD 2-20= 1040/3683, 19-20=-1040/3683, 17-19= 693/2778, 16-17=-1038/3290, 9-16= 214/820, .12-14=-1108/3409 WEBS 3-20=0/272, 3-19=-966/381, 5-19= 65/730, 5-17=-208/364, 8-17=-272/1005, 14-16_ 1103/3265, 11-14=-470/315, 9-17=-1128/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 14-2-8, Extedor(2R) 16-10-8 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 821 lb uplift at joint 12. Joaquin Velez PE No.68182 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904'Parke East Blvd. Tampa FL 33610 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date: June 16,2021 rn m 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent 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 ANSLITP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type „ Qty Ply GHO Homes - Clementine - Traditional ' T24366860 2811298-GHO-I6MW All Roof Special 1 1 Job Reference (optional) timaers rlrstbource trtant L ny, r-L), riant ully, M - 5000 r, 0.401.15 Jul I c LVL I Ivll l.R Il Iuubil—, ll lu. vvuu Jul I I o I u.4 I — l Fog.. I D:ql18wLVNi6YkTT7fiBJ8hFyw6EN-BAyukfdH2igYsjcmN E8iAQk66trW YGcwuVUByfz5kDu 2-0-0 5.6-ti 12-2-8 14-10-8 19-9-0 26-6-0 32-9-9 39-6-0 41-6-0, 2-0-0 5.6-11 6-7-13 2-8-0 4-10-8 6-9.0 6-3.9 6.8-7 2 2x4 II 2x4 II 2x4 II 2 1 12-2-8 , 14-10-8 M10 7 14 3x4 II 6-3-9 13 6x8 = Scale=1:82.6 2x4 II 2x4 11 2x4 11 11 jam\ 12 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC202OfTP12014 CSI. TC 0.77 BC 0.97 WB 0.87 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Well Ud -0.29 16-17 >999 240 -0.61 15-16 >774 180 0.23 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3 WEBS 1 Row at micipt 6-16, 7-16, 8-16 WEBS 2x4 SP No.3 *Except` 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Grav 2=2171(LC 15), 11=2203(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3895/1658, 3-5=-3110/1493, 5-6=-2769/1459, 6-7=-2608/1386, 7-8= 2629/1375, 8-10=-3867/1712, 10-11=-3861/1557 BOT CHORD 2-18=-1233/3714; 17-18=-1233/3714, 16-17=-1012/3113, 15-16=-1138/3327, 8-1 5=-1 97/941, 11-13=-1145/3349 WEBS 3-17=-852/361, 5-17=-328/1046, 6-17=-590/274, 6-16=-1171/641, 7-16=-815/1880, 8-16=-1510/652, 13-15=-111'1/3289, 10-13=-496/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-3-2, Exterior(2R) 8-3-2 to 12-2-8, Extedor(2E) 12-2-8 to 14-10-8, Interior(1) 14-10-8 to 15-9-10, Exterior(2R) 15-9-10 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate,grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 821 lb uplift at joint 11. Joaquin Velez PE No.68182 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cart 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 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 MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSO-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 Oty Ply GHO Homes - Clementine - Traditional T24366861 2811298-GHO-I6MW Al2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, rL - 33bbt, c.vau s .Iun 2 262I IVII I en uluublllub, lnu. vvuu Jul I I v 1 u.v — cuc 1 rayv ID:gIIBwLVNi6YkTT7fi BJ8hFyw6EN-YIeOMhg9LdC7jALL2NhPo2Mdn5v51fJMaTjsz_z5kDr 2.0-0 4-8-12 10-2-8 12-10-8 19-9-0 26.6-0 32-9-9 39-6-0 41-6-0 2-0-0 4-8-12 5-5-13 2-8-0 6-10-8 6-9-0 6-3-9 6-8-7 2-0-0 00 0 6-10-8 5x6 = 26-6-0 3x4 11 5x6 Scale = 1:73.8 C? o 1•7 -v LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stresslncr YES Code FBC2020/fP12014 CSI. TC 0.81 BC 0.85 WB 0.74 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.29 14-15 >999 240 Vert(CT) -0.55 14-15 >870 180 Horz(CT) 0.21 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 240 lb Fr 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied. 2-16: 2x4 SP No.1, 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 5-15, 6-15, 7-15 WEBS 2x4 SP No.3 *Except* 12-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2=-813(LC 10), 10=-821(LC 10) Max Grav 2=1926(LC 1), 10=1926(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3435/1738, 3-4=-3018/1532; 4-5= 2644/1479, 5-6=-2410/1350, 6-7=-2421/1358, 7-9=-3464/1692, 9-10=-3387/1542 BOT CHORD 2-18=-1302/3160, 17-18=-1182/2985, 15-17— 1183/2984, 14-15=-1116/3035, 7-14=-196/741, 10-12=-1131/2949 WEBS 3-18=-537/349, 4-18— 416/1035, 5-18=-777/440, 5-16= 1194/724, 6-15=-740/1568, 7-15— 1305/638, 12-14=-1100/2897, 9-12=-496/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-3-2, Extedor(2R) 6-3-2 to 10-2-8, Exterior(2E) 10-2-8 to 12-10-8, Interior(1) 12-10-8 to 15-9-10, Exterior(2R) 15-9-10 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 821 lb uplift at Joaquin Velez PE No.66162 joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional T24366862 2811298-GHO-I6MW A13 Roof Special 1 1 Job Reference (optional) nunaers rirsibource trlant clty, rLl, riant uuy, rL-aa00r, ... < — I -., ••—... ,� ,—, , -I- ID:gll8wLV Ni6YkTT7fi BJBhFyw6EN-V8mnnMhQsESgyUUk9nkttTROvubTDZyf2nCydtz5kDp 2-0-0 3-7-4 8-2-8 10-10-8 14-9-9 19.9-0 26-6-0 32-9-9 39-6.0 41-6-0 2.0-0 3-7-4 2-8.04-11-7 6-9.0 6-3-9 6.8-7 2-0-0 Scale=1:81.1 5x6 = 7 5x6 =4x6 Sx8 8 6.00 12 4 N6>3,9 2x4 -- 2x4 II3 33 2x4 11 32 43x6 0, 2x4 II 2 32x4 II2x4 11 18 17 37 38 1615 �6-619 C? o 4x6 = = 3x8 = 3x8 123x8 4x4 = 3x4 11 6x8 = 8-2-8 10.1 19-9-0 26.6-0 32-9-9 39.6-0 %8 8-2-8 2-8-0 8-10-8 6-9-0 6-3-9 6.8-7 Plate Offsets (X Y)-- [4.0-3-0 0-2-0] [5.0-5-4 0-2-8] [13.0-3-8 0-3-01 [15:0-5-f 2 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.58 Vert(LL) -0.39 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.18 16-18 >609 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 243lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. 8-14: 2x4 SP No.3, 11-14: 2x4 SP No.2 WEBS 1 Row at midpt 6-16, 7-16, 8-16 WEBS 2x4 SP No.3 `Except' 13-15: 2x4 SP No.2 OTHERS 2x4 SP No.2 `Except` 21-22,24-25: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2= 813(LC 10), 11=-821(LC 10) Max Grev 2=2172(LC 15), 11=2201(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3904/1736, 3-4=-3542/1582, 4-5=-3173/1518, 5-6=-4280/2040, 6-7=-2641/1355, 7-8=-2636/1335, 8-10=-3857/1673, 10-11 =-385B/1 526 BOT CHORD 2-19=-1 308/3762,18-19=-1326/3998, 16-18=-984/3161, 15-16=-1103/3316, 8-15=-196/919, 11-13=-1117/3346 WEBS 3-19=-421/253, 4-19=-410/1262, 5-19— 1225/466, 5-18=-1054/593, 6-18=-653/1575, 6-16=-1193/644, 7-16=-805/1912, 8-16=-1491/654, 13-15— 1085/3263, 10-13=-493/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 4-3-2, Exterior(2R) 4-3-2 to 8-2-8, Exterior(2E) 8-2-8 to 10-10-8, Interior(1) 10-10-8 to 15-9-10, Exterior(2R) 15-9-10 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 813 lb uplift at joint 2 and 821 lb uplift at Joaquin Velez PE No.68182 joint 11. MiTek USA, Inc. FL Cert 6634 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek prevent 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 ANSM11 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 Oty Ply GHO Homes - Clementine - Traditional T24366863 2811298-GHO-I6MW A14 Roof Special 1 • 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I ek Industries, Inc. Wed Jun 16 10:43:11 2U21 f age 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-r5Zgg4lZhm473FNhyLK2aXBtRvlluo_OB3vjJ4z5kDk 2-0.0 6-2-8 8-10-8 , 14-3-12 19-9.0 21-7-2, 27-4-4 34-2-7 3"0 41-6-0 2-0.0 6-2-8-5-4 5-5-4 1-10-2 5-9-2 6-10-3 5-3-9 2-0-0 5x6 = 14-3-12 21-7-2 3x6 = 6x8 = 5-3-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.33 17-19 >999 240 MT20 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.68 17-19 >695 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS Weight:251 Ito LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. Except: 2-18: 2x4 SP No. 1, 7-16: 2x4 SP No.3 1 Row at midpt 7-17 WEBS 2x4 SP No.3 "Except' WEBS 1 Row at midpt 4-19, 5-17, 6-17 14-17: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 23-24,26-27: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=422(LC 9) Max Uplift 2=-813(LC 10), 11=-821(LC 10) Max Gram 2=2164(LC 15), 11=2197(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3770/1620, 3-4=-4226/1924, 4-5=-3513/1614, 5-6=-2407/1233, 6-7=-2859/1519, 7-8=-2902/1415, 8-10=-3228/1418, 10-11=-3968/1533 BOT CHORD 2-21 =-1 157/3576, 20-21=-1155/3585, 19-20=-1570/4528, 17-19=-993/3324, 13-14=-1149/3467, 11-13=-1149/3467 WEBS 3-20=-627/1460, 4-20=-1080/529, 4-19=-1392/667, 5-19— 267/1010, 5-17=-1491/673, 6-17=-978/2144, 14-17=-892/2776, 8-17=-466/281, 10-14=-796/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 2-3-2, Exterior(2R) 2-3-2 to 6-2-8, Exterior(2E) 6-2-8 to 8-10-8, Interior(1) 8-10-8 to 15-9-10, Exterior(2R) 15-9-10 to 23-8-6, Interior(1) 23-8-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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 2-0-0 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 813 lb uplift at joint 2 and 821 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale=1:73.8 GRIP 244/190 FT = 20% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® 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 ANSYTP11 Quality Criteria, DSB-69 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 Oty Ply GHO Homes - Clementine - Traditional T24366864 2811298-GHO-I6MW A15 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, I-L - 33567, t3.43u s dun z zuzl mi I eK Inausines, Inc. vvea Sun i o i u:4J:14 cue I rage i ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-GgFoT5nR_hTiiwj5GdTtl C9mOM71A587gtl8NwPz5kDh i -2-0-0 i 4-2-9 6.10.8 12-9-7 18-4-9 19-7-121-1-8 27-11.1 i 33-1-1439-_ 0 41-6-0 i ae-c 4-2-8 2-8-0 5-10-15 5-7-1 1.2-9 1-6 7 5 11-13 5-11-15 6-0-13 2-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* . 2-21: 2x6 SP No.2, 18-21: 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=395(LC 9) Max Uplift 2= 813(LC 10), 11=-821(LC 10) Max Grav 2=2164(LC 15), 11=2216(LC 16) 5xB = 5x6 = 5x6 = 46 = 3x4 = 3x4 = 5x12 II CSI. DEFL. in (loc) Udell Ud PLATES TC 0.61 Vert(LL) 0.3219-20 >999 240 MT20 BC 0.94 Vert(CT) -0.62 17 >767 180 WB 0.85 Horz(CT) 0.24 11 n/a n/a Matrix -AS Weight: 269 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-22, 5-20, 6-18, 8-16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3= 4017/1692, 3-4=-5227/2295, 4-5=-3908/1783, 5-6=-2821/1451, 6-7=-2156/1283, 7-8=-2451/1321, 8-10=-3206/1469, 10-11=-3910/1565 BOT CHORD 2-24=-1240/3809, 23-24=-1239/3825, 22-23=-2021/5568, 20-22— 1193/3667, 19-20=-708/2650, 18-19= 631/2409, 17-19=-591/2089, 16-17=-572/2121, 14-16=-917/2710, 13-14= 1156/3396, 11-13=-1156/3396 WEBS 3-23=-950/2137, 4-23=-1329/694, 4-22=-2014/878, 5-22— 238/903, 5-20=-1409/662, 6-20=-738/2313, 16-18=-270/967, 7-18=-302/821, 17-18=-2848/750, 6-18=-1430/358, 8-14=-72/603, 8-16=-1054/471, 10-14=-780/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Exterior(2R) 1-9-15 to 4-2-8, Extedor(2E) 4-2-8 to 6-10-8, Interior(1) 6-10-8 to 14-5-2, Exterior(2R) 14-5-2 to 25-0-14, Interior(1) 25-0-14 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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 2-0-0 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 813 lb uplift at joint 2 and 821 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale=1:77.0 cm O 2.. v o GRIP 244/190 FT = 20% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity 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 buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing MiTek` prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss PlateInstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional T24366865 2811298-GHO-I6MW A16 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City,.FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:43:18 2021 Page 1 ID:gllBwLVNi6YkTT7fiBJBhFyw6EN-8RUJ ITgy2wz7OKP1 sJyhM?xi Ikgr1 ygQof6b3Az5kDd 19-0-9 21-1-0 -2-0-0 2-2-9 a-10-9 11-o-2 16-4-9 17-5-1p 10-11-15 25-9-10 29-11-4 33-5-12 1 36-5-14 1 39-6-o ,.41-6-0 , 2-o-0 2-2-9 2-8-0 6-1-9 5-4-6 1-1-0 1-7-0 11- 4-7-10 4-2-10 3-6-e3-o-2 2-0-0 1-1-1 Scale=1:76.4 6.00 F12 ^1 0 5x6 = 6x8 = 6x8 = B 4x6 = 3x4 = 6x8 = 14152 o rn 9 co 0 0 O N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.41 25-26 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.73 25-26 >651 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.29 14 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-MSH Weight: 335lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-10-14 oc purlins. 1-3,3-4,11-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-31, 8-22 2-30,13-20: 2x6 SP M 26, 24-27: 2x4 SP No. 1, 9-21: 2x4 SP No.3 28-30: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` 3-32,20-24,27-31: 2x4 SP No.2 OTHERS 2x4 SP No.2 `Except 35-36,38-39: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0 Max Horz 2=391(LC 7) Max Uplift 2— 873(LC 8), 14=-825(LC 8) Max Grav 2=1948(LC 36), 14=1923(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3767/1375, 3-4= 5884/2199, 4-5=-3975/1496, 5-6=-3081/1205, 6-7=-2721/1146, 7-8=-2707/1142, 8-9=-2773/1129, 9-1 0=-3283/1285,10-12=-4315/1571, 12-13=-5B52/2023, 13-14=-3373/1163 BOT CHORD 2-33— 1016/3606, 32-33=-1032/3667, 31-32= 2065/6275, 29-31=-234/834, 28-29=-211/677, 26-27=-430/2109, 25-26=-641/2770, 24-25=-643/278119-20=-148/481, 19-20=-1125/3B59, 18-19= 1594/5183, 13-18=-1531/4984, 17-18=-515/1748, 16-17=-902/2970, 14-16=-881/2955 WEBS 3-33=-117/457, 3-32= 1102/2835, 4-32=-1482/639, 4-31=-2700/1029, 5-31= 77/479, 5-27=-1112/524, 27-29=0/276, 6-27=-339/996, 7-27=-251/109, 7-24=-1072/470, 22-24=0/255, 8-24=-795/2002, 10-20=-1251/475, 10-19=-205/826, 12-19— 1447/509, 12-18=-310/1154, 13-17=-3209/972, 20-24=-754/2901, 9-24=-782/380, 27-31=-821/2797 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. Joaquin Velez PE No.68182 5) All plates are 2x4 MT20 unless otherwise indicated. MiTek USA, Inc. FL Cart 6634 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa FL 33610 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Date: will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 873 lb uplift at joint 2 and 825 lb uplift at June 16,2021 Coripitde0on Dace 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply GHO Homes - Clementine - Traditional T24366865 2811298-GHO-I6MW A16 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), • Plant City, FL - 33567, 6.43u s Uun z zuei ml I eK Inousirles, Inc. wed .run i o i u:4-3: i o 202 i rage z I D:gllewLVNi6YkTT7fiBJ8hFyw6EN-BRUJ ITgy2wz7OKP1 sJyhM?xl lkgrl ygQof6b3Az5kDd NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)155 lb down and 96 lb up at 2-2-9 on top chord, and 126 lb down and 92 lb up at 2-2-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4— 70, 4-6=-70, 6-7=-70, 7-8=-70, 8-15=-70, 2-28=-20, 25-26=-20, 21-23=-20, 18-20=-20, 17-42=-20 Concentrated Loads (lb) Vert: 33=48(B) A WARNING - Verity 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 buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek° prevent 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 ANSYTPI1 Qualify Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Traditional T24366866 2811298-GHO-I6MW A17 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun Z ZUZI MI i eK mausmes, Inc. vvea Jun lb 1 u:4A:ZU ZuZ 1 rage 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-4gc3j9sCZXDreeZQ_k_9SQORiXOGVsej Gybi73z5kDb 1.9.0 5-7-7 9-1-15 11-4-e 13.7.1514-46 16-11-15 18-1-0 241-4 30.1-3 36-&0 i 36-6.0 i r 1-9-0 3-10.7 3-6-9 2-2-9 TN 0 4 9 2-11-7 1-1-15-11-15 6-4-13 5x6 = 3x6 = 4x12 = Scale = 1:67.4 1-4-8 0-2 5-7-7 9-1-15 11-4-6 13-7-15 16-11-15 16-1- 24-1-4 30-1-3 36-6-0 0- 12 0 8 3-10.7 3-6-9 2-2-9 2-3-7 3-0-0 1-1.1 6-0-0 5-11-15 6-4-13 1-2-12 Plate Offsets (X Y)-- [1.0-0-0 0-1-2] [4.0-4-0 0-1-15] [5:0-3-4 0-2-8] [17:0-4-12 0-2-8] [19:0-5-8 0-3-4] 122:0-1-8 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.49 Vert(LL) 0.22 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.41 18-19 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 256lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5,5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-20: 2x4 SP No. 1, 24-25,26-27,5-20: 2x4 SP N0.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except' 29-30: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-15 JOINTS 1 Brace at Jt(s): 22 REACTIONS. All bearings 1-8-0 except (jt=length) 10=0-8-0. (lb) - Max Horz 1=-375(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-479(LC 10), 10=-771(LC 10), 23=-130(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 1=1384(LC 1), 1=1384(LC 1), 10=1784(LC 1), 23=310(LC 15), 23=265(LC 1), 1=1384(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2780/1370, 2-3=-2838/1479, 3-4=-2522/1400, 4-5=-2615/1527, 5-6= 2289/1341, 6-7=-2389/1350, 7-9=-2507/1348, 9-10— 3092/1447 BOT CHORD 1-23=-1048/2562, 22-23=-1048/2562, 21-22=-1048/2562, 5-19=-458/240, 18-19=-1004/2633, 17-18=-984/2606, 12-13=-1051/2689, 10-12=-1051/2689 WEBS 4-21=-275/107, 19-21=-757/2123, 4-19=-454/1103, 5-17=-936/578, 6-17=-768/1550, 7-17=-325/261, 7-13=-314/187, 9-13=-683/287, 3-21=-397/263, 13-17=-830/2226, 2-23=-256/202 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-11-6, Interior(1) 3-11-6 to 7-5-2, Exterior(2R) 7-5-2 to 11-4-8, Exterior(2E) 11-4-8 to 13-6-3, Interior(1) 13-6-3 to 14-1-10, Extedor(2R) 14-1-10 to 22-0-6, Interior(1) 22-0-6 to 34-8-1, Exterior(2E) 34-8-1 to 38-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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 2-0-0 wide will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 Il USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Continued on Daae 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* prevent 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 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 GHO Homes - Clementine - Traditional T24366866 2811298-GHO-I6MW A17 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, e.4au s dun z zuxi mi i eK industries, Inc. Wed dun it i 0:43:2 i zuz i rage z ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-YOASxVtgKrLi Fo8cYRVO_eZcSxkV EJusUcKFfVz5kDa NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift at joint 1, 771 lb uplift at joint 10, 130 lb uplift at joint 23 and 479 lb uplift at joint 1. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® 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 property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11fPl1 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 i " Qty Ply GHO Homes - Clementine - Traditional T24366867 2811298-GHO-I6MW A18 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, u.4JU s dun z zun MI I eK mausmes, Inc. Wed dun i o I u:43:26 202I rage i I D:gllBwLVNi6YkTT7fi BJ8hFyw6EN-v_zL_Cxz9Nz?MZOaK_5ZhhG RGyPLvaebeu2OLiz5kDV 2-0-0 5-10-7 12-4-8 15-0-8 16-p 21-1.0 27-1-4 33-1-3 39-6-0 41-6-0 2-0-0 5-10-7 6-6-1 2-8-0 1-7-7 4-5.1 6-0.4 5-11-15 6-4-13 7x8 = 3x6 = 6xB = 3x4 II 3x4 = 4x12 = 4x6 = 3x4 = 3x6 = 5-10-7 4-5-1 Scale=1:75.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL) 0.30 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL . 1.25 BC 0.85 Vert(CT) -0.55 7 >859 180 BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.24 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 276 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-5,5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at micipt 8-19, 8-17, 9-17 5-22,7-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 21-23: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 25-26,28-29: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=417(LC 9) Max Uplift 2=-817(LC 10), 12— 817(LC 10) Max Grav 2=2171(LC 15), 12=2186(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3850/1646, 3-5=-4043/1842, 5-6=-3744/1830, 6-7=-3635/1810, 7-8=-3715/1947, 8-9= 2399/1329, 9-11— 3140/1473, 11-12=-3842/1569 BOT CHORD 2-23=-1287/3663, 5-21=-237/8B2, 20-21=-1286/3763, 19-20=-1358/3939, 7-19=-316/275, 15-17=-920/2692, 14-15=-1159/3336, 12-14=-1159/3336 WEBS 3-23=-559/367, 21-23=-1269/3537, 5-20=-137/556, 6-20=-325/122, 6-19— 1400/629, 17-19=-583/2154, 8-19=-1135/2612, 8-17=-138/398, 9-17— 1054/463, 9-15=-76/613, 11-15=-778/285 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 8-2-9, Exterior(2R) 8-2-9 to 12-1-15, Exterior(2E) 12-1-15 to 15-0-8, Interior(1) 15-0-8 to 17-1-10, Exterior(2R) 17-1-10 to 25-0-6, Interior(1) 25-0-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 2 and 817 lb uplift at joint 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be armlied directiv to the bottom chord. Joaquin Velez PE No.68182 l iTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW prevent 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 r Qty Ply GHO Homes - Clementine - Traditional T24366868 2811298-GHO-I6MW A19 Roof Special 1 1 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 ZUZI MI I elk Inaustfles, Inc. Wea Jun lti l U:4J:3ti 2UZ1 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-cva74d2EoSEaZ5nVw5Gv5ogAe_gsF4a4xSTYh7z5kDL 13-8-0 i -2-0-0 11.0-0 12-1-15 16-7-15 20-a-0 21-s-p 27-1-4 _ _ _, 33-1-4 39-6-0 a1-6-0 2-0.0 6-1-1 4-11-0 -1-1 1-6-1 2-11-15 4-0-1 -10- 5-7-4 6-0-0 6-4-12 2-0.0 6x8 = 5x6 = 7 8 3x6 = 6x8 = 3x10 = 46 = 3x4 = 3x6 = 3x4 = 13-8-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC202OfTP12014 CSI. TC 0.49 BC 0.84 WB 0.91 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.33 20-21 >999 240 -0.65 20-21 >726 180 0.26 12 n/a n/a PLATES MT20 Weight: 273lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 20-22: 2x4 SP No. 1, 6-19: 2x4 SP No.3 WEBS 1 Row at midpt 7-20, 7-18, 9-17 WEBS 2x4 SP No.3 *Except* 22-25: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 27-28,30-31: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0; 12=0-8-0 Max Horz 2=412(LC 9) Max Uplift 2=-817(LC 10), 12=-817(LC 10) Max Grav 2=2180(LC 15), 12=2186(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3843/1662, 3-4=-4226/1888, 4-5=-3855/1815, 5-6=-3707/1808, 6-7=-3768/1960, 7-8=-2117/1298, 8-9=-2430/1344, 9-11=-3140/1478, 11-12=-3845/1577 BOT CHORD 2-25=-1295/3649, 21-22=-148614312, 20-21 =-I 560/4386, 6-20=-355/314, 17-18=-620/2248, 15-17=-923/2694, 14-15=-1167/3339, 12-14=-1167/3339 WEBS 3-25=-712/393, 3-22=-38/337, 4-22=-571/1585, 5-22= 795/373, 5-20=-1477/692, 18-20=-621/2282, 7-20=-1154/2725, 7-18=-795/198, 8-17=-279/764, 9-17=-1037/453, 9-15=-80/622, 11-15— 784/289, 22-25=-1244/3607 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 7-0-10, Exterior(2R) 7-0-10 to 11-0-0, Exterior(2E) 11-0-0 to 13-8-0, Intedor(1) 13-8-0 to 16-8-10, Exterior(2R) 16-8-10 to 25-5-6, Intedor(1) 25-5-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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 2-0-0 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 817 lb uplift at joint 2 and 817 lb uplift at joint 12. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Scale=1:73.8 GRIP 244/190 FT=20% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/I Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Qty Ply GHO Homes - Clementine - Traditional T24366869 2811298-GHO-I6MW A20 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mi I eK Industnes, Inc. 1Neci Jun 16 1U:44:16'LU21 Page 1 I D:qllBwLVNi6YkTf7fiBJ8hFyw6EN-Rb_ETIXKNI HvM ErBGU_Hj EKxj6ScdADy8g9f5pz5kq -2-0-0 4-6-10 9-0-0 11-8-012115 16-7-15 18-5-0 23-6-0 27-7-0 34-2-0 39.6-0 41-6-0 2-0-0 4-6-10 4-5-6 0- - 5 4.6.0 2-0-1 4-10-0 5-4-0 2-0-0 Scale=1:73.8 5x6 5x8 = 3x8 = 5x12 = 3x4 11 46 = 5x12 = 3x4 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL - 1.25 Rep Stress Incr YES Code FBC2020/TPl2014 CSI. TC 0.80 BC 1.00 WB 0.93 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud -0.35 13-14 >999 240 -0.68 13-14 >696 180 0.26 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. . 5-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-17 2-21: 2x4 SP No. 1, 17-20: 2x6 SP No.2, 16-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 20-23,4-20: 2x4 SP No.2 OTHERS 2x4 SP No.2 *Except* 25-26,28-29: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=-371(LC 8) Max Uplift 2=-817(LC 10), 11=-817(LC 10) Max Grav 2=2195(LC 15), 11=2207(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3896/1839, 3-4= 3520/1680, 4-5=-5247/2511, 5-6= 3427/1710, 6-7=-3010/1648, 7-8=-2715/1512, 8-10=-3679/1665, 10-11=-3949/1725 BOT CHORD 2-23=-1464/3711, 19-20=-2021/5317, 18-19=-2139/5471, 17-18=-2108/5401, 13-14=-1040/2718, 11-13=-1316/3457 WEBS 3-23=-458/291, 4-23=-1243/580, 5-17=-2543/1220, 6-17=-329/1103, 7-17=-406/1228, 7-14=-137/288, 8-14=-825/454, 8-13=-138/773, 10-13=-465/295, 20-22=-252/60, 5-20=-827/531, 20-23— 1196/3512, 4-20=-1460/3374, 14-17=-736/2573 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 5-0-10, Exterior(2R) 5-0-10 to 9-0-0, Exterior(2E) 9-0-0 to 11-8-0, Interior(1) 11-8-0 to 14-8-10, Exterior(2R) 14-8-10 to 27-7-0, Interior(1) 27-7-0 to 37-8-1, Extedor(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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. Joaquin Velez PE No.68182 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA, Inc. FL Cert 6634 will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6904 Parke East Blvd. Tampa FL 33610 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 2 and 817 lb uplift at Date: joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum June 16,2021 sheetrock be aDDlied directly to the bottom chord A 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 Mi%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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , City Ply GHO Homes - Clementine - Traditional T24366870 2811298-GHO-I6MW A21 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s'Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:44:23 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJehFyw6EN-kyvuxhdjku9vhJtXAScwVj77wxt9mJy_IGLXrvz5kCc -2-0-0 7-0-0 9.8-0 12-1-15 16-8-0 21-9.1 25.6-0 32-6-0 39-6-0 41-6-0 , 2-0-0 7-0-0 2-8-0 2-5-15 4-6-1 5-1-1 3-8-15 7-0-0 7-0-0 2-0.0 0 5x6 11 4x4 = 36 7 6x8 = 3x6 _ 5x12 = 44 11 3x6 = 8x12 = 3x6 = 39-6-0 Scale = 1:73.8 I� 2.- �. Plate Offsets (XY)-- [3:0-4-0 0-2-8] [6:0-2-11 0-2-8] [8:0-4-0,0-1-15], [14:0-4-8,Edge], [17:0-2-12,0-3-121, [18:0-6-0,0-4-12], [20:0-2-7,0-1 - 121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.36 17-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88, Vert(CT) -0.64 17-18 >737 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.26 11 n/a n/a BCDL 10.0 Code FBC2020fFP12014 Matrix -AS Weight: 256lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at micipt 4-20, 5-17, 14-17, 7-14 5-19,6-16: 2x4 SP No.3, 17-18: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 18-20: 2x4 SP No.1 OTHERS 2x4 SP No.2 *Except 22-23,25-26: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=329(LC 9) Max Uplift 2=-817(LC 10), 11==817(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3334/1788, 3-4=-3000/1747, 4-5=-5096/2795, 5-6=-3431/1984, 6-7=-3034/1869, 7-8=-2313/1516, 8-10=-2681/1563, 10-11=-3383/1741 BOT CHORD 2-20=-1373/2948, 5-18=-730/1558, 17-18=-2187/4595, 6-17=-537/1139, 13-14=-1311/2946, 11-13=-1311/2946 WEBS 3-20=-453/1046, 4-20=-2779/1442, 18-20=-2202/4528, 5-17=-1947/1076, 14-17= 1152/2528, 7-17=-213/651, 7-14=-879/463, 8-14=-321/780, 10-14=-829/406, 10-13=0/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 3-0-10,. Extedor(2R) 3-0-10 to 7-0-0, Exterior(2E) 7-0-0 to 9-8-0, Interior(1) 9-8-0 to 12-8-10, Extedor(2R) 12-8-10 to 20-7-6, Interior(1) 20-7-6 to 21-6-10, Exterior(2R) 21-6-10 to 29-5-6, Interior(1) 29-5-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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. Joaquin Velez PE No.68182 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide MiTek USA, Inc. FL Cert 6634 will fit between the bottom chord and any other members. 6904 Parke East Blvd. Tampa FL 33610 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 2 and 817 lb uplift at Date: joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum June 16,2021 sheetrock be aoDlied directly to the bottom chord ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 City Ply GHO Homes - Clementine - Traditional T24366871 2811298-GHO-I6MW A22 . Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 a Jun 2 2021 Mil ek Industries, Inca wed Jun 16 1 U:44:2f 2021 rage 1 ID:qll8wLVNi6YkTT7fiBJ8hFyw6EN-dj9On3gEo7fLAxBI PlhsfYls7YEai7UaguJl—gz5kCY 2-0-0 , 5-0-0 7-8-0 , 12-1-15 14.8-0 ,16-7-15, 21-10-8 27-6-0 _ 32-8-13 39-6-0 41-6-0 , 2-0-0 5-0-0 4-5-15 2-6.1 1-11-15 5-7-8 5-2-12 6-9-3 2-0.0 ' 5x6 = 3x4 = 5x8 = 6 7 37 8 38 39 9 Scale=1:73.8 . �I92=� v 0 3x6 = 5x12 = 3x4 11 3x6 = 3x4 = 3x6 5x12 = 7-8-0 illezi LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2020fFPl2014 CSI. TC 0.61 BC 0.86 WB 0.96 Matrix -AS DEFL. in (loc) Udefl Ud Vert(LL) 0.41 18-19 >999 240 Vert(CT) -0.72 18-19 >663 180 Horz(CT) - 0.25 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 254 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 5-20,7-17: 2x4 SP No.3, 18-19: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 19-21,16-18: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-8-0 Max Horz 2=290(LC 9) Max Uplift 2=-817(LC 10), 11=-817(LC 10) Max Grav 2=1926(LC 1), 11=1926(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3= 3431/1785, 3-4=4161/2282; 4-5=-4970/2638, 5-6- 4974/2777, 6-7=-3665/2097, 7-8=-3655/2096, 8-9= 2877/1742, 9-10=-2825/1607, 10-11=-3378/1717 BOT CHORD ' 2-22=-1387/3030; 21-22=-1385/3036, 6-19=-329/311, 18-19=-1500/3472, 14-16=-1017/2454, 13-14=-1288/2938, 11-13=-1288/2938 WEBS 3-21=-892/1652, 4-21=-2442/1314, 19-21=-2068/4254, 6-19=-1037/1906, 6-18=-208/575, 9-14=-132/468, 10-14=-674/326, 8-16=-1134/627, 9-16— 315/725, 16-18=-1230/2861, 8-18= 480/1107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Exterior(2R) 1-9-15 to 5-0-0, Exterior(2E) 5-0-0 to 7-8-0, Interior(1) 7-8-0 to 10-8-10, Exterior(219) 10-8-10 to 18-7-6, Interior(1) 18-7-6 to 23-6-10, Exterior(2R) 23-6-10 to 31-5-6, Interior(1) 31-5-6 to 37-8-1, Exterior(2E) 37-8-1 to 41-7-7 zone; cantilever left and right exposed ;C-Cfor members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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 2-0-0 wide will fit between the bottom chord and any other members. Joaquin Velez PE No.68182 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 817 lb uplift at joint 2 and 817 lb uplift at MiTek USA, Inc. FL Cart 6634 joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904 Parke East Blvd. Tampa FL 33610 Date: sheetrock be applied directly to the bottom chord. June 16,2021 ® 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll 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 r Oty Ply GHO Homes - Clementine - Traditional T24366872 2811298-GHO-I6MW A23 ROOF SPECIAL GIRDER 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2'LUL1 MI I eK Inctuslnes, Inca 1Nea Jun iti 1u:44::l1 zuxi rage 1 I D:gll8wLVNi6YkMfiBJ8hFyw6EN-VUOvdRjkrM9nfYU3e8logOSbD9e0e_zAbVHy7Rz5kCU 29-5-3 -2-0-0 3-0-0 5-8-0 8-7-7 12-1-15 12-&0 16-7-15 22-5-6 24-4-0 28-2.0 2a-10r0 33-11-8 39-6-0 i 41-6-0 i 02-8-0 2-11-7 3-6-8 0 6 7 3-11-15 5-9-7 1-10-10 3-10-0 -8- 4-6-5 5-6-8 2.0-0 0-7-3 Scale=1:76.4 5x6 = 3x6 = 3x4 = '47 9H 5x8 12 39 4x6' = 4x4 = 5x12 = 4xB = 44 = 46 6x8 = 29-9-3 3-0-0 5-8-0 8-7-7 12-1-11 i 16-7-15 22-5-6 i 24-4-0 i 28-2-0 29-5-3i 31-11-5 i M-11-8 i35-8-11 1 39-6-0 i r 3-0-0 2-8-0 2-11 46-0 5-9-7 1-10-10 3-10-0 2-2-3 23-9-5 0-4-0 Plate Offsets (X Y)-- [3:0-6-0 0-2-8] [7:0-3-0 0-2-0] [11:0-3-12 0-1-12] [21:0-2-12 0-2-12] [22:0-2-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.26 21-22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.45 21-22 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(CT) 0.13 14 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight: 546lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-8 oc purlins. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-23,8-20: 2x4 SP No.3, 21-22: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 14=0-8-0 Max Horz 2=-259(LC 6) Max Uplift 2=-987(LC 8), 14=-856(LC 8) Max Grav 2=2136(LC 36), 14=1950(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4065/1613, 3-4= 5637/2282, 4-5=-4617/1844, 5-6=-5013/1931, 6-7=-4943/1971, 7-8 4681/1869, 8-10— 4641/1858, 10-11=-3537/1507, 11-13=-3109/1261, 13-14=-3557/1332 BOT CHORD 2-26=-1269/3773, 25-26— 1282/3819, 24-25=-2149/5898, 21-22=-1299/4175, 8-21=-323/206, 17-19=-819/2712, 16-17=-1010/3120, 14-16=-1010/3120 WEBS 3-26— 149/461, 3-25=-1015/2449, 4-25=-1425/618, 4-24=-1917/795, 5-24=-709/305, 22-24=-1447/4243, 5-22=-112/499, 7-22=-602/1631, 7-21=-331/816, 19-21=-1084/3417, 10-21=-410/1345, 10-19— 1265/553, 11-19=-385/1127, 13-17=-545/221, 11-17=-72/443 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-3-0 oc, Except member 25-3 2x4 - 1 row at 0-9-0 oc, member 25-4 2x4 - 1 row at 0-9-0 oc, member 24-4 2x4 - 1 row at 0-9-0 oc, member 5-24 2x4 - 1 row at 0-9-0 oc, member 24-22 2x4 - 1 row at 0-9-0 oc, member 22-5 2x4 - 1 row at 0-9-0 oc, member 22-7 2x4 - 1 row at 0-9-0 oc, member 21-7 2x4 - 1 row at 0-9-0 oc, member 19-21 2x4 - 1 row at 0-9-0 oc, member 21-10 2x4 - 1 row at 0-9-0 oc, member 10-19 2x4 - 1 row at 0-9-0 oc, member 19-11 2x4 - 1 row at 0-9-0 oc, member 17-13 2x4 - 1 row at 0-9-0 oc, member 13-16 2x4 - 1 row at 0-9-0 oc, member 17-11 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding: 7) All plates are 2x4 MT20 unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Continued on Daae 2 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional. temporary and permanent bracing MOW 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 ANSYTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Traditional T24366872 2811298-GHO-I6MW A23 ROOF SPECIAL GIRDER 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:44:31 2021 f'age 2 ID:gIIBwLVNi6YkTT7fi BJBhFyw6EN-VUOvdRjkrM9nfYU3e8logOSbD9eCie_zAbVHy7Rz5kCU NOTES- 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 987 lb uplift at joint 2 and 856 lb uplift at joint 14. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 122 lb up at 3-0-0 on top chord, and 122 lb down and 65 lb up at 3-0-0, and 184 lb down and 126 lb up at 3-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 3-4= 70, 4-7=-70, 7-39=-70, 11-39=-30, 11-12=-70, 11-15= 70, 2-23=-20, 21-22=-20, 14-20=-20 Concentrated Loads (lb) Vert: 26=-155(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.511912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII 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 GHO Homes - Clementine - Traditional T24366873 2811298-GHO-I6MW A24 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:44:35 2021 Nage 1 I D:g118wLVNi6YkTT7fi BJBhFyw6EN-OFeQTomFvagC89ogt_gk_EdEmm1 katVI W 7FAGCz5kCQ 0- -8 7-2-8 8.6-8 13-4-8 18-0-8 22-8.8 25-4.8 31-3-0 36-0-8 38.0-8 0- -8 7-0-0 1-4-0 4-10-0 4-8-0 4-8-0 2-8-0 5-10-8 4-9-8 2-0-0 3x6 = 5x8 - 3x4 = 6.00 12 4 5x6 _Z�' 2x4 11 29 5 28 Sx6 i �t 1 O 21 20 19 18 17 3x6 4x4 = 3x6 = 6x8 = 3x4 = 7-2-8 8.6-8, 13-4-8 7-2-8 1-4-0 4-10-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/fP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* 1-21: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 `Except* 23-24: 2x4 SP No.3 5x6 = 5x6 = 9 3x4 = 30 31 3x4 10 16 15 14 13 3x6 = 3x4 = 3x8 = 2x4 11 22-8.8 Scale=1:68.6 2x4 11 v 32 2x4 11 11 2x4 II 12 6 CSI. DEFL. in (loc) I/defl L/d PLATES TC 0.56 Vert(LL) -0.1515-17 >999 240 MT20 BC 0.64 Vert(CT) -0.31 15-17 >871 180 WB 0.51 Horz(CT) 0.02 11 n/a n/a Matrix -AS Weight: 217 lb BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 7-17 REACTIONS. All bearings 0-8-0 except Gt=length) 1=Mechanical. (lb) - Max Horz 1=-238(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 19 except 1=-116(LC 10), 17=-674(LC 10), 11=-499(LC 10) Max Grav All reactions 250 lb or less atjoint(s) except 1=267(LC 19), 19=369(LC 15), 17=1837(LC 1), 11=1034(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-71/648, 5-6=-178/752, 6-7=-178/752, 7-8=-903/596, 8-9=-914/635, 9-10=-984/598, 10-11=-1537/726 BOT CHORD 20-21=-255/458, 17-19= 301/243, 15-17=-20/332, 14-15=-238/918, 13-14=-440/1324, 11-13=-440/1324 WEBS 2-20=0/375, 3-19=-276/409, 3-17=-682/397, 6-17= 326/214, 7-17=-1375/692, 7-15= 338/828, 8-15=-411/309, 8-14=-304/141, 9-14=-223/470, 10-14=-656/302, 1-20=-451/407, 2-19= 818/397 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 4-2-2, Interior(1) 4-2-2 to 5-1-2, Exterior(2R) 5-1-2 to 9-0-8, Exterior(2E) 9-0-8 to 10-10-1, Interior(1) 10-10-1 to 22-8-8, Extedor(2R) 22-8-8 to 29-3-14, Interior(1) 29-3-14 to 34-2-9, Exterior(2E) 34-2-9 to 38-1-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except Qt=lb) 1=116, 17=674, 11=499. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum GRIP 244/190 FT=20% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII 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 r Qty Ply GHO Homes - Clementine - Traditional T24366873 2811298-GHO-I6MW A24 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun z 2uzi mi I eK Inausmes, Inc. Wea dun I b I D:44:35 zun rage z ID:qllBwLVNi6YkTT7fiBJBhFyw6EN-OFeQTomFvagC89ogt_gk_EdEmm1 katVIW7FAGCz5kCQ NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. ® 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 property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty I Ply GHO Homes - Clementine - Traditional T24366874 2811298-GHO-I6MW A25 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:44:39 2021 Page 1 I D:gl]8wLVNi6YkTT7fi BJBhFyw6EN-G 1 txlAplzpAecn5b6pvg94nvxNLZWfYLQI DN P_z5kCM 6-0-0 9-1 0-0 1 -11- 15-10-0 21-6.0 26-2-0 32-1-7 36-10 0 38-10-0 6-0-0 3-10-0 1• 4-11-0 5.8-0 4-8-0 5-11-7 4-8-9 Scale = 1:68.4 5x6 = 5x6 = 2x4 11 4x6 = 2x4 11 5x8 = 4xB = 3x10 11 4x4 = 4x8 = 48 = 2x4 11 4x6 6-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 22-23: 2x4 SP No.3 4-8-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TC 0.61 Vert(LL) 0.09 20-25 >999 240 MT20 244/190 BC 0.77 Vert(CT) -0.15 20-25 >999 180 W B 0.63 Horz(CT) 0.02 11 n/a n/a Matrix-MSH Weight: 234 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19,16-17. JOINTS 1 Brace at Jt(s): 5 REACTIONS. (size) 1=0-8-0, 17=0-8-0; 11=0-8-0 Max Horz 1=-249(LC 23) Max Uplift 1=-368(LC 8), 17=-876(LC 8), 11=-513(LC 25) Max Grav 1=1051 (LC 29),17=2466(LC 1), 11=982(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1509/524, 2-4=-402/297, 4-5= 404/297, 5-6=-404/297, 6-7=-440/190, 7-8=-648/533, 8-9=-849/476, 9-10=-836/467, 10-11=-1430/584 BOT CHORD 1-20=-361/1474, 19-20=-361/1456, 17-19=-1073/5f2, i6-17=-1073/512, 14-16=-299/634, 13-14=-365/1232, 11-13=-365/1232 WEBS 2-20— 130/684, 2-19=-1073/423, 5-19=-314/199, 7-19=-515/1823, 7-17=-2191/877, 7-16=-564/1626, 8-16=-750/349, 8-14=-19/311, 9-14=-183/362, 10-14— 684/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 1=368, 17=876, 11=513. 8) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 61 lb up at 4-6-7, and 191 lb down and 172 lb up at 6-3-9, and 200 lb down and 173 lb up at 14-6-7 on top chord, and 336 lb down and 138 lb up at 3-0-12, 169 lb down and 77 lb up at 4-6-7, 67 lb down at 6-6-7, 67 lb down at 8-6-7, 67 lb down at 10-6-7, and 67 lb down at 12-6-7, and 72 lb down and 21 lb up at 14-6-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front(F) or back (B). LOAD CASE(S) Standard Continued on Daae 2 Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MITek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 GHO Homes - Clementine - Traditional T24366874 2811298-GHO-I6MW A25 Roof Special Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI -I ek Industries, Inc. Wed Jun 16 10:44:40 2021 Page 2 ID:gll8wLVNi6YkTT7fiBJBhFyw6EN-kDRJW WgNk7lVExgogXQvhlK4hnhoF5oVfPzxxQz5kCL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 6-8=-70, 8-9=-70, 9-12= 70, 1-11= 20, 3-6= 70 Concentrated Loads (lb) Vert:2=-103(B) 29=-117(13) 31=-201(B) 32=-169(B) 33=-48(B) 34=-48(B) 35=-48(B) 36=-48(B) 37=-60(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or.chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing, of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Traditional T24366875 2811298-GHO-I6MW AGR Jack -Open Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:45:22 2021 Page 1 ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-W I_BKtKkrObXHOus7LAmO930tj9c5EggJx89P_z5kBh 3.0-0 3.0-0 Scale: 1 "=1' 3x4 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 3=Mechanical Max Horz 1=77(LC 8) Max Uplift 1— 116(LC 8), 3=-106(LC 8) Max Gram 1=300(LC 1), 3=211(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 14 Ito FT = 20% Structural wood sheathing directly applied or 3-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 1=116, 3=106. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 247 lb down and 136 lb up at 1-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 5=-247(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904_Parke East Blvd. Tampa FL 33810 Date: June 16,2021 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Duality 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 GHO Homes - Clementine - Traditional T24366876 2811298-GHO-I6MW B1 Common 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:45:27 2021 Page 1 I D:gllBwLVNi6YkTT7ftBJ8hFyw6EN-sGn4NaOsfZDgN9mgwvmx5CnBpkk5mPxPTDsw4Cz5kBc -2-0-0 5-1-4 10-8-0 1.6-2-12 21-4.0 23-4-0 2-0-0 5-1-4 5-6-12 5-6-12 5-1-4 2-0.I 4x6 = Scale=1:41.2 T 0 10-8-0 10-8-0 Plate Offsets (X Y)-- [2:0-2-10 0-1-8] [6:0-2-10 0-1-8] [8:0-4-0 0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.18 8-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76, Vert(CT) -0.38 8-17 >678 180 BCLL 0:0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC202OTrPI2014 Matrix -AS Weight: 108 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=262(LC 9) Max Uplift 2=-511(LC 10), 6=-511(LC 10) Max Grav 2=1109(LC 1), 6=1109(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1622/928, 3-4=-1195/689, 4-5=-1195/689, 5-6=-1622/928 BOT CHORD 2-8=-593/1514, 6-8=-593/1420 WEBS 4-8=-202/670, 5-8=-561/412, 3-8=-560/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-10, Extedor(2R) 6-8-10 to 14-7-6, Interior(1) 14-7-6 to 19-6-1, Extedor(2E) 19-6-1 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=511,6=511. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Duality 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 GHO Homes - Clementine - Traditional T24366877 2811298-GHO-I6MW B2 Common 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:45:36 2021 Page 1 I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-5_gUGfV W YKMYyXyZyIQ2y6fgOMo?MTkkX7XuvAz5kBT -2-0.0 5-1-4 10-8.0 16-2-12 21-4-0 2-0-0 5-1-4 5-6-12 5-6-12 5-1-4 4x6 = 2x4 Scale=1:38.9 m Io 10-8-0 — 10-8-0 Plate Offsets (X,Y)--[2:0-2-10,0-1-8],[6:0-8-0,0-0-6],[7:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.18 7-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.40 7-13 >641 180 BCLL 0.0 * Rep Stress Incr YES WB 0.44 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/1'P12014 Matrix -AS Weight: 101 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 6=0-8-0, 2=0-8-0 Max Horz 2=249(LC 9) Max Uplift 6=-349(LC 10), 2=-521(LC 10) Max Gram 6=953(LC 1), 2=1116(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1640/967, 3-4=-1214/730, 4-5=-1216/734, 5-6=-1667/1027 BOT CHORD 2-7=-744/1498, 6-7=-824/1471 WEBS 4-7=-250/679, 5-7=-600/497, 3-7=-560/410 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 6-8-10, Exterior(2R) 6-8-10 to 14-7-6, Interior(1) 14-7-6 to 17-4-10, Exterior(2E) 17-4-10 to 21-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of,20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 6=349, 2=521. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 vedfy the applicability of design parameters and Propedy 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 ANS11TFIl Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Traditional T24366878 2811298-GHO-I6MW B3 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:46:06 2021 Page 1 I D:qll6wLVNi6YkTT/fiBJ8hFyw6EN-DmegZwsKTY71YBFKiby4ARupzS7uO439RnoUzRz5kB7 2-0-0 5-6-15 10-0-0 11.4-0 15-9-1 21-4-0 23-4-0 2-0.0 5-6-15. 4-5-1 1-4-0 4-5-1 5-6-15 2-0.0 Scale = 1:41.9 4x4 = 4x4 = W 0 3x4 = 5-6-15 10-0-0 11.4-0 , 15-9-1 21-4-0 5-6-15 4-5-1 1 4-0 4-5-1 5-6-15 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.06 11-13 >999 _ 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.11 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020fFP12014 Matrix -AS Weight: 119 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 15-16,18-19: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=249(LC 9) Max Uplift 2=-511(LC 10), 7=-511(LC 10) Max Grav 2=1109(LC 1), 7=1109(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1646/793, 3-4=-1181/692, 4-5=-993/689, 5-6=-1181/692, 6-7=-1646/793 BOT CHORD 2-13=-472/1487, 11-13= 472/1487, 10-11=-225/999, 9-10=-472/1405, 7-9=-472/1405 WEBS 3-11= 584/295, 4-11 =-1 37/315, 5-10=-137/315, 6-10=-585/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 4-4-15, Exterior(2R) 4-4-15 to 16-11-1, Interior(1) 16-11-1 to 19-6-1, Extedor(2E) 19-6-1 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=511,7=511. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 k° V MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I I� Y fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Traditional T24366879 2811298-GHO-16MW B4 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun z zun m1 I eK mausmes, Inc. vvea Jun I b t a:40:6.3 zun rage i ID:g118wLVNi6YkTT7fiBJBhFyw6EN-xyml EBBG7rXTIIpWnmxPm7WQ9KIyDJb7eUrPPNz5kAa 2-0.0 4-8-3 8-0-0 13-4-0 16-7-13 21-4.0 23-4-0 2-0-0 4-8-3 3-3- 33 5-4-0 3-3-13 4-8-3 2-0-0 4xB = 4x6 = 4 26 27 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.10 11-20 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.22 11-20 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Scale=1:41.9 PLATES GRIP MT20 244/190 Weight: 114 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4SPNo.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=208(LC 9) Max Uplift 2=-511(LC 10), 7=-511(LC 10) Max Grav 2=1109(LC 1), 7=1109(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1640/889, 3-4=-1371/781, 4-5=-1189/763, 5-6— 1371/781, 6-7=-1640/889 BOT CHORD 2-11— 556/1473, 9-11=-355/1199, 7-9=-556/1416 WEBS 4-11=-60/352, 5-9=-60/351, 3-11=-339/241, 6-9= 339/241 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -2-1-7 to 1-9-15, Interior(1) 1-9-15 to 2-4-15, Extedor(2R) 2-4-15 to 18-11-1, Interior(1) 18-11-1 to 19-6-1, Exterior(2E) 19-6-1 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 2x4 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 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=511,7=511. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. m 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 m v v A 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 verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° prevent 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 ANSf?P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss. Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply GHO Homes - Clementine - Traditional T24366BBO 2811298-GHO-I6MW B5 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, MUD s Jun 2 2U21 MI I eK Inaustnes, Inc. vvea Jun 1 b 1 D:4b:b2 2U21 rage 1 ID:qIIBwLVNi6YkTT7fiBJ8hFyw6EN-tcQDDeQBegwm4Dm9PFns27oaH7kyAsKwOxxwamz5kAH 6-0.0 10-8-0 15-4-0 18-4-0 21-4-0 23-4-0 2-0.0 3-0-0 3-0.0 4-8-0 4-8-0 3.0-0 3-0-0 2-0-0 4x8 = 2324 25 4 26 2728 4x8 = Scale=1:41.9 w 17 m a co 3-0-0 6-0-0 10-8-0 15-4-0 18-4-0 21-4-0 33 0-6 3.0-0 4-8-0 4-8-0 3-0-0 3-0-0 Plate Offsets (X Y)-- [2.0-1-0 Edge] [3.0-5-4 0-2-0] [5:0-5-4 0-2-0] [6:0-1-0 Edge] [9:0-4-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.17 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.91 9-10 >937 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(CT) 0.09 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-MSH Weight: 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2— 167(LC 6) Max Uplift 2=-850(LC 8), 6=-850(LC 8) Max Gram 2=2026(LC 29), 6=2026(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 3573/1278, 3-4=-3820/1474, 4-5= 3820/1474, 5-6=-3574/1278 BOT CHORD 2-10=-1008/3211, 9-1 0=-1 009/3238, 8-9=-978/3165, 6-8=-977/3138 WEBS 3-10=-17/570,3-9=-377/861,4-9=-672/462,5-9=-377/861,5-8=-17/570 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 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 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=85016=850. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 389 lb down and 334 lb up at 6-0-0, 191 lb down and 152 lb up at 8-0-12, 191 lb down and 152 lb up at 10-0-12, 191 lb down and 152 lb up at 11-3-4, and 191 lb down and 152 lb up at 13-3-4, and 389 lb down and 334 lb up at 15-4-0 on top chord, and 441 lb down and 99 lb up at 6-0-0, 67 lb down at 8-0-12, 67 lb down at 10-0-12, 67 lb down at 11-3-4, and 67 lb down at 13-3-4, and 441 lb down and 99 lb up at 15-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 3-5=-70, 5-7=-70, 17-20=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Continued on e 2 A 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 MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Traditional T24366880 2811298-GHO-I6MW B5 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2U21 MI I eK Inaustnes, Inc. weo Jun 1 s 1 U:46:b2 2U21 rage 2 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-tcODDeOBegwm4Dm9P Fns27oaH7kyAsKwOxxwamz5kAH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3— 177(F) 5=-177(F)10= 277(F) 8=-277(F) 23=-103(F) 25=-103(F) 26=-103(F) 28=-103(F) 29=-48(F) 30=-48(F) 31=-48(F) 32=-48(F) A 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 MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Homes - Clementine - Traditional T24366881 2811298-GHO-I6MW CJ1 Jack -Open 13 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:47:23 2021 Page 1 ID:gl18wLVNi6YkMfiBJ8hFyw6EN-Tanxj FodLCgNI_e7jGrBogaxNU Uixz2UBGy39Tz5k90 -2.0-0 1-0-0 2-0-0 1-0-0 m T 0 1-0-0 Scale = 1:10.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=113(LC 10) Max Uplift 3=-115(LC 1), 2=-369(LC 10) Max Gram 3=183(LC 10),.2=354(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=115, 2=369. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904: Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional, temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Traditional T24366882 2811298-GHO-16MW CJ1A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:47:35 2021 Page 1 ID:gIIBwLVNi6YkTT7fiBJ8hFyw6EN-6uW TELx9W uLgkgYQQn3yHC44gKbOIOOFv8shanz5k9c -1-2-3 1-0-0 1-2-3 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.22 Vert(LL) 0.00 7 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0 Max Horz 2=80(LC 10) Max Uplift 3=-16(LC 1), 2=-180(LC 10) Max Grav 3=53(LC 10), 2=196(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:7.5 co 6 0 m 19 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; 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=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=180. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 ANSM11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply GHO Homes - Clementine - Traditional T24366883 2811298-GHO-I6MW CJ1B Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:47:45 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-gp7FLm3Q9ycFwMJL7tEIhJUo9MOk5vVj ChHDwCz5k9S 1-2-3 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0 Max Horz 2=80(LC 10) Max Uplift 3=-16(LC 1), 2=-180(LC 10) Max Grav 3=53(LC 10), 2=196(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:7.5 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) 0.00 7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=180. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® 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 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 ANSVTP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , City Ply GHO Homes - Clementine - Traditional T24366884 2811298-GHO-I6MW GAC Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:47:48 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-EOoOzoSJSt_gog2whOo7Jx6KxZOSIGEAufVtXW z5k9P 0-8-8 1-0-0 0-8-8 1-0-0 Scale = 1:7.0 m 0 0-11-13 0-11-13 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.12 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-10 Max Horz 2=58(LC 10) Max Uplift 3=-303(LC 1), 2=-327(LC 10) Max Grav 3=249(LC 10), 2=472(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=303, 2=327. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 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 GHO Homes - Clementine - Traditional T24366885 2811298-GHO-I6MW CJ3 Jack -Open 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, b.4313 s Jun 2 ZUZ1 MI I eK Inausines, Inc. vvec Jun I b l U:41:bJ ZUZI rage l I D:gllBwLVNi6YkMfiBJ8hFyw6EN-bLbHOV9RHQc6ubxuTZNAO?g3oajnzXTvl xDeDkz5k9K -2-0-0 _ 3-0-0 2-0-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.01 4 10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=166(LC 10) Max Uplift 3=-34(LC 7), 2=-251(LC 10) Max Grav 3=75(LC 15), 2=336(LC 15), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:15.3 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2=251. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSf?PII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ; Qty Ply GHO Homes - Clementine - Traditional T24366886 2811298-GHO-I6MW CJ3A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:47:55 2U21 Page 1 I D:gIl6wLVNi6YkTT7fiBJBhFyw6EN-Xkl1 RBBipl sg7u4Gb_Qe5QvV70MKRRzBVFilHcz5k91 3-0.0 3-0-0 Scale: 1 "=1' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.02 3-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.02 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=79(LC 10) Max Uplift 1=-85(LC 10), 2=-75(LC 10), 3= 52(LC 10) Max Grav 1=132(LC 1), 2=93(LC 15), 3=57(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 10 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building.Designer / Project engineer responsible for verifying applied.roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 vedfy the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSH-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 Oty Ply GHO Homes - Clementine - Traditional T24366BB7 2811298-GHO-I6MW CJ5 Jack -Open 7 1 Job Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL - 33567, 2-0-0 d.43U s Jun 2 "LU21 MI I eK Inousrnes, Inc. vve0 Jun 76 1U:4/:01 zuzi rage l ID:g118wLVNi6YkI 1/fiBJBhFyw6EN-T7mstCyKe6YNCEfiPS6Ar_19C1_vLTUyZBsMVz5k9G 5-0-0 Scale=1:20.2 5-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.04 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.07 4-10 >818 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 23lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 3—Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=219(LC 10) Max Uplift 3= 94(LC 10), 2=-243(LC 10) Max Grav 3=160(LC 15), 2=407(LC 15), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=243. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, 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 ANSLITP11 Quality Criteria, DSB-e9 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 GHO Homes - Clementine - Traditional T24366888 2811298-GHO-I6MW CJ5A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 5-0-0 3x8 II 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:47:58 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-xJ PA3DDa5yFP_MprG6zLj2XzAbMUeojeBDxPuxz5k9F LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 3-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.04 3-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 2 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0 Max Horz 1=132(LC 10) Max Uplift 2=-100(LC 10), 3=-1O(LC 10), 1=-57(LC 10) Max Gram 2=147(LC 15), 3=80(LC 3), 1=264(LC 15) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. m 19 N Scale=1:17.0 PLATES GRIP MT20 244/190 Weight: 18 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; 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 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3, 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-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 verily 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 ANS11TPll 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 GHO Homes - Clementine - Traditional T24366BB9 2B11298-GHO-I6MW EJ3 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL) Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I eK InaustneS, Inc. Wed Jun 18 1 U:41:bU ZU21 rage 1 ID:gll8wLVNi6YkMfi BJ8hFyw6EN-QVzYHYECsGNGcW O2ggUaFG4517mBNFznQtgzQOz5k9E .2-0-0 3-0.0 2-0-0 3-0.0 WMIMMiR6ltt] 3-0-0 3-0-0 Plate Offsets (X Y)-- [2:0-3-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matdx-MP Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=166(LC 10) Max Uplift 3=-34(LC 7), 2=-251(LC 10) Max Grav 3=75(LC 15), 2=336(LC 15), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 6=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3 except Qt=lb) 2=251. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 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 M iTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Ouality 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 GHO Homes - Clementine - Traditional T24366890 2811298-GHO-I6MW EJ5 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITek Industries, Inc. Wed Jun 16 10:48:01 2021 Nage 1 ID:ql18wLVNi6YkTT7fiBJ8hFyw6EN-Mu4li EGTOtd_rpYQxFW 2Lh9RrpKHr8S4tA93VGz5k9C -2-0-0 5-0-0 _ 2.0.0 5.0-0 5-0-0 5-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.13 4-10 >441 240 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.12 4-10 >491 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS Scale=1:20.2 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied: OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=219(LC 10) Max Uplift 3=-110(LC 10), 2=-338(LC 10), 4=-69(LC 7) Max Grav 3=148(LC 15), 2=403(LC 1), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=110, 2=33B. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 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 ANSIITPII 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 GHO Homes - Clementine - Traditional T24366891 2811298-GHO-I6MW EJ6 Jack -Open 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:48:02 2021 Page 1 ID:qII8wLVNi6YkTT7fiBJBhFyw6EN-g4egvaG59BIgTz7cVy2HtuiavDjZabi D6gvdl jz5k9B 2-0.0 6-0.0 2-0-0 6-0.0 2x, 6.0-0 6-0-0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.07 4-10 >956 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.14 4-10 >503 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=246(LC 10) Max Uplift 3=-122(LC 10), 2=-246(LC 10) Max Grav 3=200(LC 15), 2=448(LC 15), 4=107(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=122, 2=246. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.69182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 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 property Incorporate this design into the overall , building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII 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 City Ply GHO Homes - Clementine -Traditional T24366892 2811298-GHO-I6MW EJ6A Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:48:05 2021 Page 1 ID:qllBwLVNi6YkTT7fiBJ8hFyw6EN-EfKpXcJzS67PKRrBA4b_VXJ3rQh7nySgoo7Helz5k98 6.0.0 6-0.0 2 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.14 3-6 >507 240 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.14 3-6 >509 180 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 -AS Scale=1:20.3 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=159(LC 10) Max Uplift 1=-59(LC 10), 2=-140(LC 10), 3=-1(LC 10) Max Grav 1=274(LC 15), 2=214(LC 15), 3=112(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Qt=lb) 2=140. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 GHO Homes - Clementine - Traditional T24366893 2811298-GHO-I6MW EJ6B Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:48:06 2021 Page 1 ID:qllBwLVNi6YkTT7fiBJ8hFyw6EN-iruBlyJbD P FGybQOko6D2ksH_g2RW OEp1 StgAUz5k97 -2-0-0 4-5-11 6-0-0 2.0.0 4-5-11 1-6-5 Scale=1:20.4 4x4 = 4-5-11 Plate Offsets (X Y)-- [2:0-3-12 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) 0.13 6-12 >536 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.20 6-12 >357 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.09 Horz(CT) 0.07 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=208(LC 10) Max Uplift 4=-32(LC 6), 2=-263(LC 10), 5=-57(LC 10) Max Grev 4=51(LC 1), 2=450(LC 15), 5=203(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-257/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; 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=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=263. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE,MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 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 City Ply GHO Homes - Clementine - Traditional T24366894 2811298-GHO-16MW EJ7 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:48:07 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-B2SZyHKD-jN7Zk?al VdSayPN3EOPFsxZF6cOiwz5k96 2-0-0 7.0-0 2-0-0 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0:95 Vert(LL) 0.15 4-10 >556 240 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.25 4-10 >340 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Scale=1:24.9 m m PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% LUMBER- BRACING- . TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=273(LC 10) Max Uplift 3=-149(LC 10), 2=-251(LC 10) Max Grav 3=240(LC 15), 2=490(LC 15), 4=126(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=149, 2=251. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIOTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss PlateInstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oily Ply GHO Homes - Clementine - Traditional T24366895 2811298-GHO-I6MW H6 Jack -Open Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 2U21 MI I eK Inaustnes, Inc. v11e0 Jun 16 1 U:46:1U ZU21 rage 1 ID:g118wLVNi6YkTT7fiBJBhFyw6EN-bd7ibJN6HeliQCk9zdB9Ca170RLISDI Py4r2JFz5k93 -2-0.0 3.0-0 6-0-0 2.0.0 3-0-0 3.0--0 Scale=1:16.7 4x4 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl 'Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.25 6 >287 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.33 6 >213 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) 0.01 2 nla n/a BCDL 10.0 Code FBC202OfTP]2014 Matrix -MP Weight: 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=Mechanical Max Horz 2=168(LC 8) Max Uplift 2=-303(LC 8), 5=-118(LC 5) Max Grav 2=527(LC 36), 5=356(LC 37) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-288/136 Structural wood sheathing directly applied or 6-0-0 oc pudins. Rigid ceiling directly applied or 7-9-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=7911; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=303, 5=118. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 lb down and 178 lb up at 3-0-0, and 96 lb down and 47 lb up at 5-0-12 on top chord, and 161 lb down and 64 lb up at 3-0-0, and 41 lb down and 1 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-10=-20 Concentrated Loads (lb) Vert: 6=32(F) 13= 3(F) 14=1(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® 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 property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate .Institute, .2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Homes - Clementine - Traditional T24366896 2811298-GHO-I6MW H7 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:48:11 2021 Page 1 I D:q118wLVNi6YkTT7fiBJ8hFyw6EN-3ph4ofNkl ytZ2MJLXLiOkoZBnrgEBe5YAkabrhz5k92 -2-0-0 5.0-0 7-0-0 2.0-0 5.0-0 2-0-0 4x4 = Scale=1:21.6 3x4 = 5-0-0 2-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 6-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.04 6-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 2x4 SP No.3 OTHERS REACTIONS. (size) 2=0-8-0, 5=Mechanical Max Horz 2=222(LC 8) Max Uplift 2=-445(LC 8), 5=-357(LC 8) Max Grav 2=536(LC 1), 5=543(LC 32) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-447/201, 3-4=-335/217 BOT CHORD 2-6=-224/340 WEBS 4-5=-557/365, 4-6=-391/602 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=445, 5=357. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 lb down and 256 lb up at 5-0-0 on top chord, and 387 lb down and 180 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4= 70, 5-10=-20 Concentrated Loads (lb) Vert: 3=-68(B) 6=-150(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® 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 MiTek* 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 ANSLITP11 Quality Criteria, DSB-09 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 r r Oty Ply GHO Homes - Clementine - Traditional T24366897 2811298-GHO-I6MW 1-17A Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 2U21 Mi I eK Inaustnes, Inc. vveo Jun l ti 1U:46:13 CUGI rage l ID:gll8wLVN16YkTT7fiBJ8hFyw6EN-7CpgDLP_ZZ8HHfSkemksgDfTAeROfZDre23iwaz5k90 -2-0-0 2-10.0 5-6-0 7-0-0 2-0-0 2-10.0 2-10-0 1-4-0 4x4 = 2x, 2x4 11 Scale=1:23.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.24 6-12 >341 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56. Vert(CT) -0.38 6-12 >216 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 37lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 31 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 2=0-8-0 Max Horz 2=240(LC 8) Max Uplift 5=-343(LC 8), 2=-308(LC 8) Max Gram 5=677(LC 25), 2=559(LC 25) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-343/248 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=4011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 5=343, 2=308. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 212 lb up at 5-8-0 on top chord, and 364 lb down and 181 lb up at 5-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-10= 20 Concentrated Loads (lb) Vert: 3=-122(F) 6=-196(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek' prevent 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 t ' Qty Ply GHO Homes - Clementine - Traditional T24366B98 2811298-GHO-I6MW HJ3 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (I lam Gity, FL), Plant Gny, FL - 33bb/, m43u s Jun z ZUZI Mi t eK inousmes, inc. vvea Jun i o r u;4o; r r ZVZ r rage i ID:qIIBwLVNi6YkTT7fiBJ8hFyw6EN-uz2L3iSVdoeimHmVtcpo_3p7RGpwbOQRZg1 w2Lz5kBy 4-2-3 4-2-3 Scale=1:14.9 0-9-11 4-2-3 0-9-11 3-4-7 Plate Offsets (X Y)-- [2:0-0-8 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.09 4-10 >541 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.09 4-10 >573 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=163(LC 8) Max Uplift All uplift 100 lb or less at joints) 3, 4 except 2= 452(LC 8) Max Grav All reactions 250 lb or less at joints) 3, 4 except 2=584(LC 28), 2=368(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-2-3 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=452. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 143 lb up at 1-4-15, and 182 lb down and 143 lb up at 1-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-8=-20 Concentrated Loads (lb) Vert: 11=143(F=72, B=72) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 t r Oty Ply GHO Homes - Clementine - Traditional T24366899 2811298-GHO-16MW HJ5 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:48:23 2021 Page 1 I D:qlIBwLVNi6YkTT7fiBJ8hFyw6EN-j7PcJmXGDeOsUCDfEswCEK38wgrk73hJxbUEF7z5k8s -2-9-15 3.11-15 7-0-2 - 2-9-15 3-11-15 3-0-3 Scale=1:19.7 0-8-0 3-11-15 7-0-2 0.8.0 3-3-15 3-0-3 Plate Offsets (X Y)-- [2:0-0-12 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.07 7-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.07 7-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 38lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 `Except* 1-8: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=216(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 4, 6 except 2=-478(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=734(LC 28), 2=441(LC 1), 6=281(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-623/117 BOT CHORD 2-7=-175/543, 6-7=-175/543 WEBS 3-7=-57/272, 3-6=-608/196 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying. applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except Qt=lb) 2=478. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 65 lb up at 4-2-15, and 119 lb down and 65 lb up at 4-2-15 on top chord, and 182 lb down and 143 lb up at 1-4-15, 182 lb down and 143 lb up at 1-4-15, and 35 lb down and 4 lb up at 4-2-15, and 35 lb down and 4 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-11=-20 Concentrated Loads (lb) Vert:7=7(F=4, B=4) 14=143(F=72, B=72) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Duality 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 GHO Homes - Clementine - Traditional T24366900 2811298-GHO-I6MW HJ5A Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:48:26 2021 Page 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-7j5lynZ8VZmRLfyEv?Tvryhemuo6COkmdZj usJz5k8p L-2-9-15 3-10-4 7-11-7 2-9-15 3-10-4 4-1-3 Scale = 1:21.2 v o , 3-10-4 7-11-7 3-10-4 4-1-3 Plate Offsets (X,Y)-- [2:0-3-1,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86: Vert(LL) -0.08 7-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.07 7-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 42 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=1-10-10, 6=Mechanical Max Horz 2=234(LC 8) Max Uplift 4=-156(LC 8), 2= 571(LC 8), 6=-151(LC 5) Max Grav 4=213(LC 1), 2=772(LC 28), 6=364(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1103/467 BOT CHORD 2-7=-442/816, 6-7=-442/816 WEBS 3-6=-866/469 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-12 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=156,2=57116=151. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 311 lb down and 402 lb up at 1-4-15, 258 lb down and 214 lb up at 1-4-15, 125 lb down and 109 lb up at 4-2-15, 119 lb down and 65 lb up at 4-2-15, and 157 Ib down and 136 lb up at 7-0-14, and 167 lb down and 132 lb up at 7-0-14 on top chord, and 16 lb down and 67 lb up at 4-2-15, 35 lb down and 4 lb up at 4-2-15, and 47 lb down and 31 lb up at 7-0-14, and 48 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. B) 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=-70, 5-11=-20 Concentrated Loads (lb) Vert: 14=277(Fm191, B=86) 16=-108(F=-49, B=-59) 17=-13(F=-16, B=4) 18=-67(F=-38, B=-30) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 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 r Qty Ply GHO Homes - Clementine - Traditional T24366901 2811298-GHO-I6MW HJ6 Diagonal Hip Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I ek Industries, Inc. Wed Jun 16 10:48:28 2021 Page 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-34DVMTaO1A08bz6cl PVNxNm?fhYkgIO25tC?xCz5k8n -2-9-15 4.4-10 _ B-5-1 2-9-15 4.4-10 4.0-7 Scale=1:22.0 4.4-10 14-0-7 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.09 7-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.08 7-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins. BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical Max Horz 2=243(LC 8) Max Uplift 4=-125(LC 8), 2=-502(LC 8), 6=-78(LC 5) Max Grav 4=174(LC 28), 2=827(LC 28), 6=388(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-871/192 BOT CHORD 2-7=-266/775, 6-7=-266/775 WEBS 3-7=-6/278, 3-6=-837/288 NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 4=125, 2=502. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 65 lb up at 4-2-15, 119 lb down and 65 lb up at 4-2-15, and 177 lb down and 135 lb up at 7-0-14, and 177 lb down and 135 lb up at 7-0-14 on top chord, and 182 lb down and 143 lb up at 1-4-15, 182 lb down and 143 lb up at 1-4-15, 35 lb down and 4 lb up at 4-2-15, 35 lb down and 4 lb up at 4-2-15, and 46 lb down at 7-0-14, and 46 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=125 Uniform Loads (plf) Vert: 1-4=-70, 5-11=-20 Concentrated Loads (lb) Vert: 7=7(F=4, B=4) 14=-86(F=-43, B=-43) 15=143(F=72, B=72) 16= 50(F=-25, B=-25) Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity 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 MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type . I Qty Ply GHO Homes - Clementine - Traditional T24366902 2811298-GHO-I6MW HJ7 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant city, FL), Plant city, FL - 33567, t$.43U s Jun 2 2UZI MI I eK Inaustnes, Inc. wea Jun I I U:4d:3b ZULI Page 1 I D:gll8wLVNi6YkTT7fi BJ8hFyw6EN-MQ89gsgnOKv9w2ByxO80jsZBuW wYpPw4iTOthlz5k8g -2-9-15 4-9-9 9-10-1 2-9-15 4-9-9 5-0.8 Scale=1:24.2 v v C 0 m 0.8-0 4-1-9 15-0-8 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.11 7-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66. Vert(CT) -0.10 7-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 50 lb FT m 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Horz 2=270(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 6 except 4=-126(LC 8), 2=-524(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 2=913(LC 28), 2=581(LC 1), 6=417(LC 28) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1089/252 BOT CHORD 2-7m-342/1000, 6-7=-342/1000 WEBS 3-7=0/294, 3-6=-1061/363 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) na 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 4=126, 2=524. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 65 lb up at 4-2-15, 119 lb down and 65 lb up at 4-2-15, and 180 lb down and 136 lb up at 7-0-14, and 180 lb down and 136 lb up at 7-0-14 on top chord, and 182 lb down and 143 lb up at 1-4-15, 182 lb down and 143 lb up at 1-4-15, 35 lb down and 4 lb up at 4-2-15, 35 lb down and 4 lb up at 4-2-15, and 45 lb down at 7-0-14, and 45 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-11=-20 Concentrated Loads (lb) Vert: 15=-77(F=-38, B=-38) 16=143(F=72, B=72) 17=7(F=4, B=4) 18=-49(F=-25, B=-25) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety.lnformation. available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type . r 3 Qty Ply GHO Homes - Clementine - Traditional T24366903 281129B-GHO-I6MW HJ14 Diagonal Hip Girder 1 1 Job Reference o tional Builders Firstsource (Plant City, FL), Plant City, FL - 33567, 1:3.430 s Jun 2 2U21 mi I eK Inaustnes, Inc. wea Jun 1 ti IU:4rs:71 5 zuzl rage 1 ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-yaxbe1 QF5AO_Xzc6mBnKveknxSAP7Uw85MYp_Sz5k9_ -2-9-15 3-0-12 2-9-15 3-0-12 Scale=1:13.0 0-9-11 3.0-12 0-9-11 2-3-1 Plate Offsets (X,Y)-- [2:0-0-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.04 4-10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.03 4-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0. (lb) - Max Holz 2=141(LC 24) Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-414(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=489(LC 28), 2=385(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-12 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=414. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 44 lb up at 1-4-15, and 182 lb down and 143 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 70, 4-8=-20 Concentrated Loads (lb) Vert: 11=101(F=72, B=29) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904' Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 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 r t ' Qty Ply GHO Homes - Clementine - Traditional T24366904 2811298-GHO-I6MW V1 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, v 0 0 7-2-8 8.430 s Jun 2 2021 MI I ek industries, Inc. Wed Jun 16 1 u:48:4'3 2021 I ID:qllBwLVNi6YkTT7fiBJ8hFyw6EN-7zdAWbmpVnvOuHIVP3Hu2YuhHkn1 h6oGXjKlz( 12-5-15 12r7-9 14-5.0 44 = 3x8 10 9 8 3x8 2x4 11 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 TCDL 15.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 Rep Stress Incr YES WB 0.13 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 Scale=1:23.1 DEFL. in floc) Vdefl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 7 n/a n/a Weight: 54 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 14-5-0. (lb) - Max Horz 1=-121(LC 8) Max Uplift All uplift 100 lb or less at joints) 7, 9 except 10=-187(LC 10), 8=-191(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9 except 10=413(LC 15), 8=447(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-7=-261/271 BOT CHORD 1-10— 196/286, 9-10=-196/286, 8-9=-196/286, 7-8=-196/286 WEBS 3-10= 327/418, 5-8=-348/446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 1-3-4 to 5-2-8, Extedor(2R) 5-2-8 to 9-10-1, Exterior(2E) 9-10-1 to 13-9-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9 except (jt=lb) 10=187, 8=191. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSO-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 '' or City Ply GHO Homes - Clementine -Traditional T24366905 2811298-GHO-I6MW V2 Valley 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:48:51 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ6hFyw6EN-uV6CBKsgdEwtrVM1 tIQmMEDzozUJZI ERNyGjFNz5k8Q 5-2-8 10.5-0 5.2-8 5-2-8 Scale=1:18.0 4x4 = 1 a d o 6.00 F12 5 6 3 a •o d 4 2x4 i 2x4. II 2x4 0- 10-5.0 .8 0- -8 10-4.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 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: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=10-4-0, 3=10-4-0, 4=10-4-0 Max Horz 1=-94(LC8) Max Uplift 1=-104(LC 10), 3=-104(LC 10), 4=-99(LC 10) Max Grav 1=211(LC 1), 3=222(LC 16), 4=402(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-4= 288/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 4-6-15, Exterior(2R) 4-6-15 to 5-10-1, Exterior(2E) 5-10-1 to 9-9-7 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6) ' This truss has been designed for a live load of 21 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=1b) 1=104, 3=104. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert Ili 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 C k '` ' City Ply GH0 Homes - Clementine - Traditional T24366906 2811298-GHO-I6MW V3 Valley 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, a a 0 2x4 - 8.430 s Jun 2 2021 mi I eK Industries, Inc. Wed Jun 16 1 u:4B:u4 202i rage 1 ID:gllBwLVNi6YkTT7fiBJ8hFyw6EN-0006wn0_ZEZ1vVsXBz9gOzGJHCzg5e2LMUwvC7z5k8D 3-0-0 3-0-0 2x4 11 Scale=1:10.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB . 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-P Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=3-0-0, 3=3-0-0 Max Horz 1=60(LC 10) Max Uplift 1=-22(LC 10), 3=-52(LC 10) Max Grav 1=103(LC 15), 3=112(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 3-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A 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 property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent 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 Ouality 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 I " ' " Qty Ply GHO Homes - Clementine - Traditional T24366907 2811298-GHO-I6MW V4 Valley 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 10:49:06 2021 Page 1 I D:gll8wLVNi6YkTT7fiBJ8hFyw6EN-yOW tLT2E4rpl8pOwFOBITOLXkOcIZYYegoPOH7z5k8B 5.0-0 5.0-0 v 0 0 2x4 11 2 2x4 - 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 TCDL 15.0 Lumber DOL 1.25 BC 0.22 BCLL 0:0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=4-11-8, 3=4-11-8 Max Horz 1=114(LC 10) Max Uplift 1=-43(LC 10), 3=-99(LC 10) Max Grav 1=195(LC 15), 3=213(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-195/306 Scale=1:15.7 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=79ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33.610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informationavailable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0.yI di For 4 x 2 orientation, locate plates 0-'hs" 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: ANSIITP11: 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. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS Ir O 2 U a O F 5 Er O 2 U EL O H 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° MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 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 ANSIfrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly. stated.