Loading...
HomeMy WebLinkAboutTruss® Lumber design values ire if'i accordance with ANSI/TPI 1 section 6.3. These truss'designs rely on lumber values established by others. MiTek RE: 2813124 - 1780 A SCAR BLK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 1780 A 3CAR ModelTar�p�L3�QA4�15 Lot/Block: 66/1 Subdivision: WATERSTONE-8601 Merano Ave Address: 8601 Merano Ave, . 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: 37.0 psf Floor Load: N/A psf This package includes 38 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 T24588318 A01 7/6/21 23 T24588340 C3V 7/6/21 2 T24588319 A02 7/6/21 24 T24588341 C5 7/6/21 3 T24588320 A03 7/6/21 25 T24588342 C5A 7/6/21 4 T24588321 A04 7/6/21 26 T24588343 C5P 7/6/21 RECEIVE 5 T24588322 A05 7/6/21 27 T24588344 .C5V 7/6/21 6 T24588323 A06 7/6/21 28 T24588345 D01 7/6/21 AUG 7 T24588324 A07 7/6/21 29 T24588346 D02 7/6/21 0 3 �n11 8 T24588325 A08 7/6/21 30 T24588347 D03 7/6/21 9 T24588326 A09A 7/6/21 31 T24588348 E6A 7/6/21 Perrpittin 7/6/21 st' huge county 111 T24588328 A111 A 7/6/21 33 T24588350 E7P 12 T24588329 Al2A 7/6/21 34 T24588351 E7V 7/6/21 13 T24588330 A13A 7/6/21 35 T24588352 1-16A 7/6/21. 14 T24588331 A14A 7/6/21 36 T24588353 H7 7/6/21 15 T24588332 A15A 7/6/21 37 T24588354 H7P 7/6/21 16 T24588333 C1 7/6/21 38 T24588355 H7V 7/6/21 17 T24588334 C1 A 7/6/21 18 T24588335 C1 P 7/6/21 19 T24588336 C1 V 7/6/21 20 T24588337 C3 7/6/21 21 T24588338 C3A 7/6/21 22 T24588339 C3P 7/6/21 . The truss drawing(s) referenced above have been prepared by ,%oPQIN. MiTek USA, Inc. under my direct supervision based on the parameters ��� �••••�C E N '• �' �.� provided by Builders FirstSource (Plant City, FL). : ' �' F••'• '� ••• Truss Design Engineer's Name: Velez, Joaquin * :• No 6818 • *� My license renewal date for the state of Florida is February 28, 2023. = �r IMPORTANT NOTE: The seal on these truss component designs is a certification �� • ST �' that the engineer named is licensed in the jurisdiction(s) identified and that the 1. These designs based •:�44 �i . Q, ; 4, O R designs comply with ANSI/TPI are upon parameters - shown (e.g., loads, supports, dimensions, shapes and design codes), which were �� �i sts/ • to MiTek TRENCO. Any specific information included is for MiTek's or ��% illN, given or project into in ,0 TRENCO's customers file reference purpose only; and was not taken account the preparation of these designs. MiTek or TRENCO has not independently verified the Joaquin VelezPE No. 818 applicability of the design parameters or the designs for any particular building. Before use, MITek USA, Inc. FL,C rt 66 4 the building designer should verify applicability of design parameters and properly 6904 Parke East Blv . Tam a FL 33610 incorporate these designs into the overall building design per ANSUTPI 1, Chapter 2. Date: July 6,2021 Velez, Joaquin 1 of 1 Job Truss Truss Type Qty Ply 1780 A 3CAR BLK r 2 T24588318 2813124 A01 Special Truss 10 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, u.4au s dun z zuzl mi i ex inaustnes, mc, t ue dui o i u na; i a 202 r raye , I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-zBjU EP4Y6s8U2W gQzzCMDHi5XbJhdgbrd9QAa4z—p1 Y r1-4-0� 8-B-0 14-4-13 20-0-0 25-7-3 31-4-0 40-0-0 Al-4-Q 8-8-0 5.8-12 5-7-3 5-7-3 5-B-12 B-B•0 1-4-0 5x8 % 3.00 12 r;nn� ME-5B] 5x6 4x4 = 5xB ZZ Scale=1:72.8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.59 BC 0:89 WB 0.60 Matrix-MSH DEFL. in (loc) l/defl Ud Vert(LL) 0.49 13 >981 240 Vert(CT) -0.72 11-13 >669 180 Horz(CT) 0.47 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc puriins. 1-3,7-9: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-9-8 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at micipt 5-13, 6-13, 7-11, 4-13, 3-14 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0; 8=0-8-0 Max Horz 2=437(LC 9). Max Uplift 2=-803(LC 10), 8=-803(LC 10) Max Grav 2=1552(LC 1), 8=1552(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5016/2698, 3-4=-3052/1807, 4-5=-2165/1427, 5-6=-2165/1427, 6-7=-3052/1807, 7-8=-5016/2698 BOT CHORD 2-16=-2247/4807, 14-15=-2121/4528, 13-14=-1191/2750, 11-13=-1191/2669, 10-11=-2121/4287, 8-10=-2247/4548 WEBS_ 5-13=-896/1588, 6-13=-1143/697, 6-11=-343/825, 7-11=-1779/1014, 7-10=-496/1223, 4-13=-1209/697, 4-14=-343/891, 3-14=-1938/1014, 3-15=-496/1301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 16-0-0, Exterior(2R) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSl/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) i'rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except at=lb) 2=803, 8=803. 0 0 m N Iv 6 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 propeiiy 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 ANS11TPl1 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 1780 A 3CAR BLK r J T24588319 2813124 A02 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, u.4au s Uun a zuz i Mi i eK inuusmes, uru. r ue dw o r u:oo:LG LVG 1 rayn r It - ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-NmPdsQ6ROnW3vzP?e513rwKcZoKPgDCHJ7fgAOz—p1V r1-4-q 8-8-0 14-4-11 19-0-0 21-0.0 , 25-7-4 31-4-0 40-0-0 pi-4-q 1-4-0 8.8-0 5-8-11 4-7-4 2-0-0 4-7-4 5-8-11 8-8-0 1-4.0 Scale = 1:75.7 5x6 = 5x6 = 6.00 12 44 = 5x8 = 5x8 % 3.00 12 8-8-0 Plate Offsets (X Y)-- [2.0-3-11 0-1-21 [3:0-3-0 0-3-0] [5:0-3-0 0-2-0] [6:0-3-0 0-2-0] [8:0-3-0 0-3-0] [9:0-3-11 0-1-2] [11:0-3-12 0-4-121,[17:0-3-12,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.48 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.70 12-14 >684 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 248 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. 1-3,8-10: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-10-4 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at midpt 3-16, 4-15, 7-14, 8-12 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=41 B(LC 9) Max Uplift 2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1552(LC 1), 9=1552(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5018/2639, 3-4=-3049/1754, 4-5= 2261/1434, 5-6= 1979/1352, 6-7=-2261/1434, 7-8=-3049/1754;8-9=-5018/2639 BOT CHORD 2-17= 2193/4791, 16-17=-2070/4513, 15-16=-1139/2738, 14-15= 700/1979, 12-14=-1139/2664, 11-12= 2070/4289, 9-11= 2193/4551 WEBS 3-17=-483/1290, 3-16=-1936/1015, 4-16=-345/930, 4-15=-1187/662, 5-15=463/826, 6-14=-463/826, 7-14=-1125/662, 7-12=-345/866, 8-12— 1784/1015, 8-11= 483/1224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-4-2, Exterior(2R) 13-4-2 to 26-7-14, Interior(1) 26-7-14 to 37-4-0, Exterior(2E) 374-0 to 41-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) : This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) `2=803, 9=803. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply 1780 A 3CAR BLK �Qty I T24588320 2813124 A03 Hip Truss 1 1 Job Reference (optional) Builders Firstsource (Plant Gtty, 1-14 Plant Lolly, M - ;500bf, 0.4ou . dul I c cuc I rvn I en II I uaulo., II Imo. , ,.. our ., to , ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-JBW NH68hwOmnBHZ01 W nXwLPwFc2l lOKanRBxFHz—p1 T r1-4-Q 8-8-0 12-6.4 17-0-0 23.0.0 27-5-12 31-4-0 40-0-0 Al-4-Q 1-4.0 8-8-0 3-10-4 4-5-12 6-0.0 4-5-12 3-10-4 8-8-0 6.00 F12 4x12 % 3.00 12 8-8-0 17-0-0 56 = 5x8 = 4x12 Scale=1:75.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 " BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.72 BC 0.73 WB 0.96 Matrix-MSH DEFL. in (loc) Vdefl Ud Vert(LL) 0.47 11-13 >999 240 Vert(CT) -0.81 11-13 >590 180 Horz(CT) 0.46 9 We n/a PLATES GRIP MT20 244/190 Weight: 235 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins. 1-3,8-10: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-2-8 oc bracing. BOT CHORD 2x6 SP M 26 *Except* WEBS 1 Row at micipt 6-14 12-15,11-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max.Horz 2=377(LC 9) Max Uplift,2=-803(LC 10), 9=-803(LC 10) Max Grav 2=1815(LC 15), 9=1818(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3=-5989/2704, 3-4=-6035/2915, 4-5=-2932/1603, 5-6=-2620/1510, 6-7=-2835/1603, 7-8= 5762/2915, 8-9=-5713/2704 BOT CHORD 2-15=-2249/5713, 14-15=-1425/3695, 13-14=-913/2633, 11-13— 1425/3291, 9-11=-2249/5170 WEBS 3-15=-376/374,'4-15=-1152/2745, 4-14=-1304/704, 5-14=-408/1024, 6-14=-252/255, 6-13=-407/1129, 7-13=-1239/705, 7-11 =-1 152/2583, 8-11=-381/374 NOTES- 1) Unbalanced roof live loads have been considered for this -design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Exterior(2R) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone;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 yuill fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSl/TPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) *2=803, 9=803. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ® 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 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 ANSIITP11 Ouality 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 Oily Ply 1780 A SCAR BLK t 1 T24588321 2813124 A04 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, I-L - 3356/, t1.4JU s dun Z ZUZ I will UK inuusrnes, rnc. r ue oui o i u.ao.ca cU4 r rago i y ID:g65k6Z?uVliuQXUS7?YA4XyW46R-nL41VS9JhiuemRBaJEImTYy5AOLgl Yzk?5tVnjz—p1 S r1-4-Q 8-B•0 15-0-0 20-0.0 25-0.0 31-4-0 40-0-0 f1-4-Q 1-4-0 8-8-0 6-4-0 5-0-0 5-0-0 6-4-0 8-8-0 1-4-0 4x12 = 3.00 F12 6.00 F12 5x6 6-4-0 Plate Offsets LOADING (psf) SPACING- 2-0-0 TCLL 2 I Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,7-9: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 12-14,10-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=336(LC 9) Max Uplift 2= 803(LC 10), 8=-803(LC 10) Max Grav 2=1818(LC 15), 8=1818(LC 16) 3x4 = 5x6 23 B-8-0 4x12 Scale=1:75.7 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.70 Vert(LL) -0.4711-13 >999 240 MT20 244/190 BC 0.92 Vert(CT) -0.8211-13 >586 180 WB 0.61 Horz(CT) 0.47 8 n/a n/a Matrix-MSH Weight: 225 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5985/2847, 3-4=-3385/1786, 4-5=-3018/1689, 5-6=-2918/1689, 6-7=-3275/1786, 7-8=-5729/2847 BOT CHORD 2-14=-2387/5683, 13-14=-2257/5344, 11-13=-1283/3144, 10-11=-2257/4874, 8-10= 2387/5188 WEBS 3-14=-519/1574, 3-13=-2397/1201, 4-13=-502/1218, 5-13=-351/203, 5-11=-351/203, 6-11=-502/1218, 7-11=-2268/1201, 7-10=-519/1460 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2R) 9-4-2 to 30-7-14, Interior(1) 30-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone;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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide, mechanical connection (by others) of truss to bearing plate capable of,withstanding 100 lb uplift at joint(s) except jjt=lb) ^?=803, 8=803. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 propery 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 ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1780 A 3CAR BLK e S T24588322 2813124 A05 Hip Truss 1 1 Job Reference (optional) Isuncers rlrsibource triani city, rt-1, riant ury, rr- - aa0oi, OA J J I < < - ,. . -Uo ID:g65k6Z?uVliuOXUS7?YA4XyW46R-FXe7io9xS00VOajmtxq??mVFkPiVmw7tEld2JAzLp1 R r1-4-q 6.4-0 9-4-0 13-0-0 17-4-0 20.8-0 27-0-0 31-4.0 40-0.0 f11-4-Q 1-4-0 6-4-0 3-0-0 3-8-0 4-4.0 3-4-0 6-4-0 4-4-0 8-8-0 1-4-0 6.00 F12 5x8 = 2x4 II �.r 5 26 27 6 28 5x8 = 297 ` 1B 17 - 15 ST1.5x8STP= ST1.5x8STP= 5x8= 4x8 2x4 I 3x6 4x6 = 8x10 = 3.00 12 9-4-0 40-0-0 Scale =1:75.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC202OfTP]2014 CSI. TC 0.78 BC 0.88 WB 0.94 Matrix-MSH DEFL. in (loc) I/defl Ud Vert(LL) 0.21 18-20 >530 240 Vert(CT) -0.40 11-23 >915 180 Horz(CT) 0.14 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 238 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing. Except: BOT CHORD 2x4 SP No.2 `Except" 10-0-0 oc bracing: 13-15 2-16,14-16: 2x6 SP No.2, 6-15: 2x4 SP No.3 WEBS 1 Row at midpt 5-13 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 18=0-8-0 Max Horz 2=296(LC 9) Max Uplift 2=-482(LC 20), 9=-547(LC 10), 18=-1249(LC 10) Max Grav 9=1044(LC 16), 18=2392(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -. All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 564/1392, 3-4= 670/1514, 4-5=-72/339, 5-6=-973/657, 6-7=-975/651, 7-8=-1512/894, 8-9=-2696/1389 BOT CHORD 2-18=-1224/658, 17-18=-1335/930, 6-13=-442/446, 12-13=-362/1311; 11-12— 987/2248, 9-11= 1050/2399 WEBS 4-18=-1975/949, 5-17=-1181/745, 5-13=-773/1462, 7-13=-455/240, 7-12=-310/726, 8-12=-1213/735, 8-1 1=-208/700,13-17=-337/513, 4-17=-720/1697, 3-18=-292/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Exterior(2R) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2, Exterior(2R) 21-4-2 to 32-7-14, Intedor(1) 32-7-14 to 37-4-0, Extedor(2E) 37-4-0 to 41-4-0 zone; porch left 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 mill fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) =482, 9=547, 18=1249. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 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 ANS11Tplr 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 17BO A 3CAR BLK t J T24588323 2813124 A06 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, a.aau s uun 2 202i MiTek ex ineusines, mc. r ue aui o i 0.56:46 cUc r rage r ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-Cwmu7TBC_dGDdus9_MsT5BaYxDNDEwKAi36902z-11 P r4q -1-2 0 29-0-0 4-0 40-0.0 1-4-14 324-0 8-8-0 1-4-0IN 6.11-0 4-10 61Q 5x6 = 5x6 = 426 27 3x4 11 5x8 = 26 6 29 30 7 31 3x4 ST1.5x8 STP = ST1.5x8 STP= 4xB _= 2x4 11 3x6 46 = 8x10 = 3.00 12 4x8 = 15-1-2 9-4-0 40-0-0 Scale=1:74.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:99 Vert(LL) 0.25 18-20 >453 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.44 12-13 >838 180 BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 229 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 or 5-6-8 oc bracing. Except: 2-17,14-17: 2x6 SP No.2, 6-15: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13, 4-18 REACTIONS. (size) 2=0-8-0, 9=0-8-0, 18=0-8-0 Max Horz 2=255(LC 9). Max Uplift 2=-612(LC 20), 9=-531(LC 10), 18=-1319(LC 10) Max Grav 9=998(LC 16), 18=2552(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-713/1699, 3-4=-753/1810, 5-6=-1045/591, 6-7=-1099/632, 7-8=-1790/1038, 8-9= 2565/1332 BOT CHORD 2-18=-1497/804, 16-18=-958/749, 6-13=-429/405, 12-13=-511/1585, 11-12=-940/2164, 9-11=-997/2288 WEBS 5-16=-1000/601, 13-16=-138/443, 5-13=-640/1358, 7-13=-564/335, 7-12=-386/846, 8-12=-986/644, 8-11=-225/628, 4-16=-607/1378, 4-18=-2163/1046, 3-18=-335/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2,, Extedor(2R) 5-4-2 to 16-7-14, Interior(1) 16-7-14 to 23-4-2, Exterior(2R) 23-4-2 to 34-7-14, Interior(1) 34-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; porch left 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 jive 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) nearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=612, 9=531, 18=1319. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity 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 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 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 1780 A 3CAR BLK t J T24588324 2813124 A07 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:58:29 2021 Page 1 -N ID:g65k6Z?uVliuQXUS7?YA4XyW46R-g6KGKpCglxO4F2RLY3NidO7m2diWzMbJwjdwVz_p1 O r1-4-q 6-1-11 9-0-0 14-7-9 20-8-0 25-10-8 31-0-0 33-10-5 , 40-0.1 41.4-q 1-4-0 6-1-11 2-10-5 5-7-9 6-0-7 5-2-8 5-1-8 2-10-5 6-1-11 1-4-0 6.00 12 5x6 = 5x12 = 2x4 11 3x4 = 5x6 = 4 26 27 5 6 728 29 30 8 3334 18 1716 15 14 ST1.5x8 STP = ST1.5x8 STP= 4x8 = 2x4 11 3.00112 3x6 ZZ 4x6 = 6x8 = 4x4 = 14-7-9 0:0-1-1 LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL . 1.25 TC 0.78 TCDL 7.0 Lumber DOL 1.25 BC 0.92 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 BCDL 10.0 Code FBC2020[TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 'Except` 6-15: 2x4 SP No.3, 12-13: 2x4 SP No.1, 10-12: 2x4 SP No.2 WEBS 2x4SPNo.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 18=0-8-0 Max Horz 2=214(LC % Max Uplift 2=-838(LC 20), 10=-605(LC 10), 18=-1450(LC 10) Max Grav 2=9(LC 10), 10=933(LC 16), 18=2826(LC 1) Scale = 1:74.2 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL)-0.4712-13 >791 240 MT20 244/190 Vert(CT)-1.0012-13 >369 180 Horz(CT) 0.:16 10 n/a n/a Weight: 223 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 5-18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-901/2191, 3-4=-1011/2271, 4-5=-900/2049, 5-6=-1039/469, 6-7=-1080/458, 7-8=-1846/1026, 8-9=-2216/1154, 9-10=-2506/1375 BOTCHORD 2-1 8=-1 940/960, 16-18=-526/577,.6-13=-293/246, 12-13=-678/1774, 10-12=-1065/2252 WEBS 4-18=-1186/617, 5-18=-1968/900, 5-16=-2/292, 13-16=-532/640, 5-13=-709/1669, 7-13=-782/680, 8-12=-317/788, 3-18=-275/420, 9-12=-321/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 14-7-9, Interior(1) 14-7-9 to 25-4-2, Exterior(2R) 25-4-2 to 36-7-14, Interior(1) 36-7-14 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 zone; porch left 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. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify ,gapacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=838, 10=505, 18=1450. y Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANS11TPl1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A 3CAR BLK 1 1 T24588325 2813124 A08 HIP TRUSS 1 2 Job Reference (optional) falters mrsllource (rtanl cny, t-L), rianl 1111y, rL - JJ00/, _ o. ... ­.. < <.. , ­ .. " , , -I- ID:g65k6Z?uVliuQXUS7?YA4XyW46R-YtZnABFKo9vVjf17nvSeoEHRzE6GvBcvrLpw3Gz—p1 K r1-4.0 7-0-0 9-4-0 , 11-10-111,3-0-11 16.9.5 21-4-0 25-2-6 28-10-2 33-0-0 36-0-0 _ 40-0-0 Ii1-4-q 1-4-0- 7-0-0 2-0-0 2-6-11 1-2-0 3.6-11 4-6-11 3-10.6 3-7.12 4-1.14 3-0-0 4-0-0 Scale=1:74.2 5x6 = 4x6 = 5x8 = 7xB = 5x6 = 2x4 II 4x8 = 6x8 — 6.00 12 3 4 31 5 32 33 6 34 7 35 8 3637 9 38 10 2x4 = 11 m ST1.Sx8STP= ST1.5x8STP= 17 ii ° `� m 1 2 1 16 42 15 43 14 12 13 Ialn 3x8 = 2x4 II 5x8 = o 6x8 = 19 24 23 22 21 39 20 40 18 ST1 5x8 ST12M-0 2x4 I I 5x8 = 2x4 11 4x6 ZZ 3x6 = 3.00112 4x6 = 3x6 = 6xB = 7-0-0 9-4-0 , 13-0-11 16-9-5 21-4-0 22-8-Q 25-2-6 , 28-10-2 32-10-8_ 36-0-0 1 40-0-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TPI2014 CSI. TC 0.78 BC 0.81 WB 0.76 Matrix-MSH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl Ud 0.37 15-16 >996 240 -0.46 15-16 >798 180 0.17 12 n/a n/a PLATES MT20 Weight: 472 lb GRIP 244/190 FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purlins. 3-6: 2x6 SP No.2, 6-10: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 17-19 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0, 23=0-8-0 Max Horz 2=171(LC 7) Max Uplift 2=-1875(LC 18), 12=-1010(LC 8), 23=-3750(LC 8) Max Grav 2=686(LC 6), 12=1689(LC 1), 23=6167(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1988/4419, 3-4=-1626/3835, 4-5=-3001/5766, 5-6=-234/293, 6-7=-3573/1983, 7-8= 5300/3043, 8-9= 5300/3043, 9-10=-5002/2829, 10-11=-5452/3024, 11-12=-5180/2905 BOT CHORD 2-24=-3926/191.8, 23-24=-5766/3239, 21-23=-2752/1614, 20-21=-2752/1614, 17-19=0/368, 7-17=-1086/840, 16-17=-1801/3686, 15-16=-3071/5713, 14-15=-3071/5713, 12-14=-2488/4632 WEBS 3-24=-2291/1250, 4-23=-3260/2281, 5-21=0/302, 5-20=-1804/3362, 6-20=-2011/1234, 17-20=-236/256, 6-17=-2109/3998, 7-16=-1110/1806, 8-16=-538/428, 9-16=-465/312, 9-15=-17/317; 9-14=-879/538, 10-14=-867/1874, 11-14=-603/593, 4-24— 2364/3500, 5-23=4130/2224 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section.'Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Vnbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph.(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left 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. Joaquin Velez PE No.68182 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Date: will fit between the bottom chord and any other members. 9) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify July 6,2021 Co pfq surface. ® 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 ANSVlP/1 Quality Criteria, DSB-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 Qty Ply 1780 A SCAR BLK 1 � T24588325 2813124 A08 HIP TRUSS 1 2 Job Reference (optional) Builders FirstSource (Plant city, FL), Plant city, FL - 33567, e.43U s jun z tun mi i eK inousines, inc. i ue dui O t U:D0:3J zuz t rage z ID:g65k6Z?uVliuQXUS7?YA4XyW46R-YtZnABFKo9vVjfl7nvSeoEHRzE6Gv8cvrLpw3Gz-p1 K NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1875, 12=1010, 23=3750. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 211 lb up, at 7-0-0, 115 lb down and 202 lb up at 9-0-12, 112 lb down and 178 lb up at 11-0-12, 112 lb down and 178 lb up at 13-0-12, 112 lb down and 178 lb up at 15-0-12, 112 lb down and 178 lb up at 17-0-12, 112 lb down and 178 lb up at 19-0-12, 112 lb down and 178 lb up at 20-11-4, 103 lb down and 165 lb up at 22-11-4, 103 lb down and 165 lb up at 24-11-4, 103 Ib down and 165 lb up at 26-11-4, 103 lb down and 165 lb up at 28-11-4, and 103 lb down and 165 lb up at 30-11-4, and 236 Ib down and 373 lb up at 33-0-0 on top chord, and 388 lb down and 456 lb up at 7-0-0, 84 lb down at 11-0-12, 84 lb down at 13-0-12, 84 lb down at 15-0-12, 84 lb down at 17-0-12, 84 lb down at 19-0-12, 84 lb down at 21-2-4, 81 lb down and 34 lb up at 22-8-0, 81 lb down and 34 lb up at 24-11-4, 81 lb down and 34 lb up at 26-11-4, 81 lb down and 34 lb up at 28-11-4, and 81 lb down and 34 lb up at 30-11-4, and 334 lb down and 135 lb up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=125 Uniform Loads (plf) Vert: 1-3=-54, 3-10=-54, 10-13=-54, 19-25=-20, 18-19=-20, 14-17=-20, 14-28=-20 Concentrated Loads (lb) Vert: 3=-115(F) 10=-189(F) 22=-63(F) 19=-63(F) 7=-1 12(F) 14=-334(F) 24=-388(F) 4=-115(F) 21=-63(F) 5=-.112(F) 20=-63(F) 6=-112(F) 8=-103(F) 16=-72(F) 15= 72(F) 9- 103(F) 18=-72(F) 31=-112(F) 33=-112(F) 34=-112(F) 35- 103(F) 37=-103(F) 38=-103(F) 39= 63(F) 40=-63(F) 42=-72(F) 43=-72(F) Q 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 ANSI/TP11 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 1780 A 3CAR BLK � � T24588326 2813124 A09A Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant Glty, FL), Plant (Ally, FL - 33557, 6.43U s Jun 2 2Uz1 MI I eK industries, Inc. I ue Jul to IU:bb:34 zuzl rage l I D:g65k6Z?uVIiuQXUS7?YA4XyW 46R-0379NXFzZT1 MLpKJLdztKSgcHeQeeau34?ZTciz—pi J -1-4-0 8-8-0 13-6-0 , 18.4.0 20-4-8 21-8-Q 27-4-9 , 33.6-5 40-0-0 1-4-0 8.8-0 4-10-0 4-10-0 2-0-8 1-3-8 5.8.9 6-1-12 6-5-11 Scale = 1:73.1 5x6 = 46 = 3x6 = 6.00 12 5 6 7 az,u 3x6 % 3.00 12 _ — _ 20-6-4 20-5-0 :20e-8-0 -1e-4-0 20-4-8 ,21-8-q zs-7-2 40-0-0 6 9-e-0 2-0-e0- 6 7-11-2 104-14 0-1-4 Plate Offsets (X,Y)--[2:0-0-14,0-0-7j,[3:0-3-0,0-3-0),[5:0-3-0,0-2-01,[7:0-3-0,0-2-0),[9:0-3-0,0-3-01,[10:0-2-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.81 Vert(LL) -0.26 15-16 >962 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.53 15-16 >461 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code FBC2020fTPl2014 Matrix-MSH Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD 1-3: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 'Except` 6-13: 2x4 SP No.3, 10-12: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. . (size) 2=0-8-0, 13=0-9-8, 10=Mechanical Max Horz 2=396(LC 9) Max Uplift 2=-523(LC 10), 13=-580(LC 10), 10=-405(LC 10) Max Grav 2=924(LC 15), 13=1830(LC 15), 10=945(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2289/1223, 3-4=-2385/1476, 4-5=-356/473, 5-6=-318/492, 6-7=-187/440, 7-8=-198/407, 8-9= 1174/699, 9-10— 1468/838 BOT CHORD 2-16=-967/2327, 15-16=-347/882, 13-14=-1281/417, 6-14=-1326/317, 11-13=-272/658, 10-11=-633/1269 WEBS 3-16=-499/450, 4-16=-869/1946, 4-15=-906/584, 6-15=-228/1064, 8-13— 964/543, 8-11=-174/773, 9-11=-460/392 .Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 4-1-15 oc bracing. Except: 1 Row at midpt 6-14 1 Row at midpt 8-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II;Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-8-2, Exterior(2R) 12-8-2 to 27-4-9, Interior(1) 27-4-9 to 36-0-0, Extedor(2E) 36-0-0 to 40-0-0 zone;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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Joaquin Velez PE No.68182 2=523, 13=580, 10=405. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapsewithpossible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A 3CAR BLK t � T24588327 2813124 A10A Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B-8.0 7-8-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:58:35 2U21 Flage 1 DXUS7?YA4XyW 46R-VGhXbtGbKn9DzzvVvKU6tfNnk2mdN4_CJfl188z_p1 I Scale=1:73.1 6.00 12 5x6 = 4x6 = 5xB = 3X6 :—� 3.00 F12 6x8 = 3x4 = 3x6 = 2x4 11 3x6 20-6-4 i 8-8-0 16-4-0 20-4-8 20,$$-0 23-8-0 31-7-5 40-0-0 8-8-6 7-8-0 4-0-8 0- 8 3-1-12 7-11-5 8-4-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.20 9-21 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.35 15-18 ' >702 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(CT) -0.03 12 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-MSH Weight:217 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 5-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-10-12 oc bracing. WEBS 1 Row at midpt 3-14, 6-12, 7-11 REACTIONS. (size) 2=0-8-0, 12=0-3-8, 8=Mechanical Max Horz 2=355(LC 9). Max Uplift 2=-517(LC 10), 12=-591(LC 10), 8=-399(LC 10) Max Grav 2=791(LC 19), 12=1576(LC 1), 8=769(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1920/1286, 3-4=-465/548, 4-5=-433/585, 5-6=-139/409, 6-7=-396/479, 7-8=-1166/788 BOT CHORD 2-15=-1 032/1944,14-15=-973/1808, 12-13=-969/466, 5-13= 928/454, 9-11=-566/973, 8-9=-567/971 WEBS 3-15=-182/637, 3-14=-1507/943, 5-14= 345/914, 6-12=-759/359, 6-11=-225/556, 7-11=-912/613, 7-9=0/365 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 10-8-2, Ezterior(2R) 10-8-2 to 29-3-14, Interior(1) 29-3-14 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone;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) Flefer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 42=517, 12=591, 8=399. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 .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 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 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 1780 A 3CAR BLK 1 1 T24588328 2813124 A11 A Hip Truss 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. I ue Jul 6 IU:b8:31 ZU21 rage 1 • ID:g65k6Z?uVliuQXUS7?YA4XyW46R-RepHOYIrsOPxCH3u01Wby4S5ArRfrOYVmzn7C1z—pl G r1-4-Q 8-8-0 14-4-0 25.8-0 33-1-9 40-0-0 1-4-0 8-8-0 5-8-0 11-4-0 7-5-9 6-10-7 6.00 12 5x6 = 4x6 = 5x8 = 4 5 236 Scale=1:72.9 0 8 m N Iv 6 3x6 3.00 12 6x8 = 3x4 = 3x6 = 2x4 11 3x6 19-7-0 , 8-8-0 14-4-0 20-5-0 20 -4 25-8-0 33-1-9 40-0-0 8-8.0 5-8-0 6-1-0 0- -4 5-1-12 7-5-9 6-10-7 Plate Offsets (X,Y)--[2:0-0-14,0-0-7],[3:0-3-0,0-3-4],[4:0-3-0,0-2-0I,[6:0-6-0,0-2-8],[7:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.21 15-18 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.41 15-18 >601 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-12: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-3-8, 8=Mechanical Max Holz 2=314(LC 9) Max Uplift 2=-507(LC 10), 12=-611(LC 10), 8=-38B(LC 10) Max Grav 2=940(LC 15), 12=1792(LC 15), 8=907(LC 16) PLATES GRIP MT20 244/190 Weight: 207 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. WEBS 1 Row at midpt 3-14, 6-12, 7-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-2290/1255, 3-4=-762/666, 4-5=-636/660, 5-6— 122/390, 6-7=-640/533, 7-8=-1476/833 BOT CHORD 2-15=-999/2266, 14-15=-939/2092, 12-13=-1143/587, 5-13=-1035/605, 11-12=-123/418, 9-11=-632/1259, 8-9=-631/1266 WEBS 3-15— 191/796, 3-14= 1485/802, 5-14= 370/1125, 6-12=-883/325, 6-11=-174/675, 7-11=-943/566, 7-9=0/313 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-2, Exterior(2R) 8-8-2 to 31-3-14, Interior(1) 31-3-14 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone;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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 02=507, 12=611, 8=388. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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/TPI1 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 1780 A 3CAR BLK f T24588329 2813124 Al2A Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 610:58:38 2021 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R-vrMgDuJTdiXogQd4aS1 qUl?FoFnjaQse?dXhITz-11 F r1-4-0 5-11-112-4-0 , 16-6.4 20-5-0 27-8-0 32-8-12 40-0-0 1-4-0 5-11-1 2-8-15 3-8.0 4.2-4 3-10-12 7-3-0 5-0-12 7-3-4 Scale=1:71.5 5x6 = 3x4 = 3x4 11 5x8 = 4 25 5 26 6 27 28 7 m 9 ID 0 0 m N Iv 6 3.00 12 6x8 = 3x6 = 2x4 11 3x6 3x6 19.7-0 i 12-4-0 20-5-0 20 -4 27-8-0 32-8-12 40.0-0 8-8-0 3.8-0 8-1-0 0- -4 7-1-12 5-0-12 7-3-4 Plate Offsets (X,Y)--[2:0-1-2,0-0-71, [4:0-3-0,0-2-01, [7:0-6-0,0-2-81, [11:0-2-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.21 16-22 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.41 16-22 >603 180 BCLL . 0.0 ' Rep Stress Incr YES W B 0.63 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 203 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 or 2-2-0 oc bracing. 6-13: 2x4 SP No.3 WEBS 1 Row at midpt 7-13 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0, 13=0-3-8 Max Horz 2=273(LC 9) Max Uplift 9=-370(LC 10), 2=-490(LC 10), 13=-648(LC 10) Max Grav 9=901(LC 16), 2=950(LC 15), 13=1762(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2295/1223, 3-4=-1145/779, 4-5=-981/723, 5-6=-101/288, 6-7=-109/332, 7-8— 817/596,8-9=-1395l789 BOT CHORD 2-16=-969/2239, 15-16=-914/2098, 14-15=-209/557, 13-14=-1146/644, 6-14=-362/344, 12-13=-202/602, 10-12=-576/1183, 9-10=-576/1183 WEBS 3-16=-204/735, 3-15=-1249/718, 4-15=-199/385, 5-15=-1671738, 5-14=969/463, 7-13=-898/357, 7-12=-193/676, 8-12= 730/463, 8-10=0/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-8-2, Exterior(2R) 6-8-2 to 17-11-14, Interior(1) 17-11-14 to 22-0-2, Exterior(2R) 22-0-2 to 33-3-14, Interior(1) 33-3-14 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone;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) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) .9=370, 2=490, 13=648. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 Qty Ply 1780 A 3CAR BILK r 1 T24588330 2813124 A13A Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:58:39 2021 Page 1 I D:g65k6Z?uV IiuQXUS7?YA4XyW 46R-N1 w2REJ50?ffRaCG8AY31 VXRZf7DJowoDHGEHvz—p1 E i-1-4.0 8.8.0 10-4-0 15-4-8 20-4-8 25.0.8 i 29-8-0 33.1 O 40-0-0 , 1-4-0 8-8-0 1-8-0 5-0-8 5.0-0 4-8-0 4.7.8 4-3-3 6-0-13 5x6 = 5x6 = 2x4 11 3x4 = 5x6 = — 2x4 11 4 26 527 6 28 7 29 8 6xB = 46 = 3x8 = 2x4 11 3x6 3x6 3.00 F12 20-5-4 i e•8-0 i 10-4-0 15-4-9 20-0-8 200 29-e-0 33-11-3 i 40-0-0 e-e-0 1-8-0 5-0-3 5-0-0 {- 0- 9 9-1-12 4-3-3 6-0-13 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.90 TCDL 7.0 Lumber DOL 1.25 BC 0.90 BCLL 0.0 Rep Stress Incr YES WB 0.90 BCDL 10.0 Code FBC2020fFP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 6-14: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0114=0-3-8 Max Horz 2=232(LC 9) Max Uplift 10=-360(LC 10), 2=-481(LC 10), 14= 666(LC 10) Max Grav 10=899(LC 16), 2=970(LC 15), 14=1697(LC 15) DEFL, in (loc) Vdefl Ud Vert(LL)-0.2512-14 >934 240 Vert(CT) -0.44 12-14 >528 180 Horz(CT) 0.04 10 n/a n/a Scale=1:71.5 PLATES', GRIP MT20 244/190 Weight: 201 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2364/1227, 3-4=-2499/1537, 4-5=-1007/740, 6-7=-114/268, 7-8— 894/639, 8-9=-1032/656, 9-10=-1470/840 BOT CHORD 2-17=-971/2271, 16-17=-559/1478, 15-16=-394/1037, 14-15=-1022/530, 6-15=-258/211, 12-14=-222/482, 11-12=-640/1262, 10-11=-640/1262 WEBS 3-17=-596/605, 4-17=-883/1581, 4-16=-473/192, 5-16=-24/472, 5-15=-1304/601, 7-14=-765/457, 7-12=-114/499, 9-12=-563/421 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-8-2, Exterior(2R) 4-8-2 to 15-11-14, Interior(1) 15-11-14 to 24-0-2, Extedor(2R) 24-0-2 to 35-3-14, Interior(1) 35-3-14 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone;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),Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) -10=36012=481, 14=666. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSI?PIf 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 1780 A 3CAR BLK 1 s T24588331 2813124 A14A Special Truss 1 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:58:41 2021 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R-JQ2orwLMwdvNhuMfFbbX6wdplSg2ng44halLLoz—p1 C -1-4-0 8-40 14-6-4 20-4-e 28-4-0 28-0�031-0-0 40-0-0 1-4-0 8-4-0 6-2-0 'S-10-0 7-11-8 -8- 2-0-0 9-0-0 6.00 3x6 3.00 12 5x6 5x8 = 3x4 11 o ac as a 4 5 Oa LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 TCDL 7.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr YES WB 0.41 BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1, 6-7: 2x6 SP No.2, 8-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 `Except' 5-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 9=Mechanical, 2=0-8-0, 13=0-3-8 Max Horz 2=204(LC 9) Max Uplift 9=-342(LC 10), 2=-462(LC 10), 13=-703(LC 10) Max Grav 9=715(LC 16), 2=802(LC 19), 13=1544(LC 1) 48 = 8x12 = 5x6 = 13 12 11 10 6x8 = 3x6 = 2x4 II 3x4 = Scale=1:74.3 kFdE :DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.2910-19 >800 240 MT20 244/190 Vert(CT)-0.3910-19 >592 180 Horz(CT) 0.06 9 n/a n/a Weight: 188 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 1 Row at micipt 4-14, 6-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3— 1867/1247, 3-4=-1661/1252, 6-7=-811/736, 7-8=-829/764, 8-9=-948/698 BOT CHORD 2-16=-989/1743, 15-16= 697/1318, 14-15=-697/1318, 13-14=-1038/669, 5-14=-430/367, 11-13=-390/740,10-11=-394/739,9-10=-446/779 WEBS 3-16=-99/485, 4-16=-280/475, 4-14=-1564/925, 6-13=-915/528 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-4-0,. Extedor(2R) 4-4-0 to 12-4-0, Interior(1) 12-4-0 to 28-4-0, Extedor(2R) 28-4-0 to 35-0-0, Interior(1) 35-0-0 to 36-0-0, Exterior(2E) 36-0-0 to 40-0-0 zone;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. 7) Refer to girder(s) for truss to truss connections. 8),Dearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=342, 2=462, 13=703. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANS11TPl1 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 1780 A 3CAR BLK 1 T24588332 2813124 A15A Special Truss 1 1 Job Reference (optional) builders mrsibource tmam L ny, rL), rlam la1y, rL - JJ001, O.9JU 5 JUII c 4U41 IVII 1 - IIIUUJl11CJ, II- 1 u0 JUI � 1.­< 1 , U. I ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-nccA3GM_hw1 D12xrp16mf89yds9mW CLEwEVuuEz-p1 B rt-4-Q 6-4-0 12-0-2 17-0-14 22-1-11 26-4.0 27-Or0 33-0-0 40.0-0 1r4� 6-4-0 5-8-2 5-0-13 5.0.13 4-2-5 8- 6-0-0 7-0-0 5x8 5xB = 2x4 11 6.00 12 5x6 3x6 = 5x6 = 5x8 = A , 1 8 33 34 35 9 Scale = 1:72.9 m O C6 10 m I4 6 1736 37 38 16 39 6x8 = 14 13 12 40 41 11 3x6 = 2x4 11 5x6 = 44 = 3x6 = 3x8 = 2x4 11 3x6 = 33-0.0 3 5-0-13 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020TrP12014 CSI. TC 0.91 BC 0.84 WB 0.73 Matrix-MSH DEFL. in (loc) Vdefl Ud Vert(LL) 0.15 11-20 >999 240 Vert(CT) -0.24 11-12 >999 180 Horz(CT) 0.08 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 198 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. 1-3,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 4-15, 6-15, 7-14 13-16: 2x4 SP No.2 P WEBS 2x4 SP No.3 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 15=7-2-4 Max Horz 2=163(LC 7) Max Uplift 10=-624(LC 8), 2=-893(LC 8), 15=-2391(LC 8) Max Grav 10=1354(LC 1), 2=646(LC 17), 15=3320(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-878/1318, 3-4=0/625, 4-5=-1170/1922, 5-6=-1170/1922, 6-7=-495/104, 7-8=-2212/958, 8-9=-2106/957, 9-10=-2576/1167 BOT CHORD 2-17=-1080/728, 16-17=-1105t745, 15-16— 592/0, 14-15=0/495, 12-14= 704/2011, 11-12— 936/2264, 10-11=-934/2239 WEBS 3-17=-544/524, 3-16=-945f771, 4-16=-601/735, 4-15=-2133/2071, 5-15=-453/459, 6-15=-2864/1510, 6-14=-544/1235, 7-14=-1912/972, 8-12=0/505, 9-12=-259/225, 9-11=-54/714, 7-12=-517/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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)..umber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this -design. Building designer to verify suitability of this product for its intended use. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=624, 2=893, 15=2391. Continued on Dade 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 Qty Ply 1780 A 3CAR BLK 9 T24588332 2813124 A15A Special Truss 1 1 Job Reference (optional) 6UIIoerS FlrstSource (Plant Glty, FL), Plant Glty, FL - 33567, 6.431) s Jun 2 2U21 MI I eK Inausines, Inc. I ue Jul b Iu:56:43 zuzl rage z ID:g65k6Z?uVliuQXUS7?YA4XyW46R-GoAZGcMcSE94wCW2NOd?BLi7NGV?FfaN8uESQhz—P1 A NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 169 lb up at 7-1-1, 122 lb down and 166 lb up at 9-1-1, 122 lb down and 166 lb up at 11-1-1, 122 lb down and 166 lb up at 13-1-1, 122 lb down and 166 lb up at 15-1-1, 122 lb down and 166 lb up at 17-1-1, 122 lb • down and 166 lb up at 19-1-1, 131 lb down and 185 lb up at 27-0-0, 112 lb down and 178 lb up at 29-0-12, and 112 lb down and 178 lb up at 31-0-12, and 180 lb down and 326 lb up at 33-0-0 on top chord, and 163 Ib down and 252 lb up at 6-4-0, 65 lb down and 68 lb up at 7-1-1, 65 lb down and 68 lb up at 9-1-1, 65 lb down and 70 lb up at 11-1-1, 65 lb down and 106 lb up at 13-1-1, 391 lb down and 138 lb up at 27-0-0, 84 lb down at 29-0-12, and 84 lb down at 31-0-12, and 391 lb down and 138 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-8=-541 8-9=-54, 9-10=-54, 18-21=-20 Concentrated Loads (lb) Vert: 8=-1 12(B) 9=-133(B) 17=-163(B) 5=-82(B)12=-391(B) 11=-391(B) 24=-82(B) 25=-82(B) 27=82(B) 28=-82(B) 30=-82(B) 31=-82(B) 34=-112(13) 35=-112(B) 36=-41(B) 37= 41(B) 38=-41(B) 39=-41(B) 40=-63(B) 41=-63(B) 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 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 ANSIITPII 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 1780 A 3CAR BLK , T24588333 2813124 C1 Jack -Open Truss 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:58:43 2021 Page 1 I D:g65k6Z?uV IiuQXUS7?YA4XyW 46R-GoAZGcMcS E94wCW 2NOd?BLi 12GiYFgzN8uESQhz—P1 A -1-4-0 0-11-4 1-4.0 0-11-4 Scale =1:7.6 0-11-4 6.11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-2] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3— 3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;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 jive loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=195. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 0 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,pennanent bracing MIT&W Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUiPII 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 1780 A 3CAR BLK , T24586334 2813124 C1 A Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:58:44 2021 Page 1 ' ID:g65k6Z?uVliuQXUS7?YA4XyW46R-k?kxUyNEDYHxYL5Ewj8EkZETog?r_HDXNY_?y7z—p19 -1-4-0 0-11-4 1-4-0 0-11-4 OX4 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 5 >999 240 TCDL 7.0, Lumber DOL 1.25 BC 0.23 Vert(CT) -0.00 5 >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/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=-63(LC 1), 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale =1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; 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 other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=305. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 Qty Ply 1780 A 3CAR BLK T24588335 2813124 C1 P Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2U21 MI I eK industries, Inc. I ue JUI b l U:bt$:44 ZU'ZI rage i • ID:g65k6Z?uVliuQXUS7?YA4XyW46R-k?kxUyNEDYHxYL5Ewj8EkZETog2n_HDXNY_?y7z—p19 -1-4-0 0.11-4 1-4.0 0-11-4 0-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.23 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2=-195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.6 co oP a N N O PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; 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 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=195. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 - Tampa, FL 36610 Job Truss Truss Type Oty , Ply 1780 A 3CAR BLK T245BB336 2B13124 C1V Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant Ctty, FL), Plant tarty, FL - 335b/, t3.43u s Jun z zuz7 mi I eK inousmes, Inc. i ue .fur a i U:J0:40 eue I raye i ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-CBIJhHOs_rPo9Vg000frHmneY402ikTgcCjYUZz—P18 -1-4-0 0-11-4 1-4-0 0-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 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[TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-4(LC 1), 2=-181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10); 2=15B(LC 1), 4=35(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 0 m 0 Scale =1:7.6 1 co n ,61 a as PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) 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=181. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANS//TP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A 3CAR BLK , T24588337 2813124 C3 Jack -Open Truss 8 1 Job Reference (optional) Builders FirstSource (Mani Gny, I-L.), man1 Ld1y, FL - ;56bbf, O.NJU b UUI I L LUL 1 1vn 1 — n 1UU-1 —, a 1u. 1 uo ou.. utj� . ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-gNrhvdPUl9YfnfFc28bip_KplTj7RBjggsT61 ?z—p17 -1-4.0 2-11-4 1.4.0 2-11-4 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 11defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >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 FBC2020ffP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-52(LC 10), 2=-157(LC 10) Max Grav 3=72(LC 15), 2=197(LC 15), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:12.7 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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=157. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date. July 6,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty , Ply 1780 A 3CAR BLK T24588338 2813124 C3A Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ZX4 = 8.430 s Jun 2 2021 Mi I eK Industries, !no. I ue Jul 6 i 0:58:47 202i rage i ID:g65k6Z?uVli uQXUS7?YA4XyW 46R-BaP36zQ6VTgW PpppcdxMBs_2tOeAezz3W CfZSz—p16 2-11-4 2-11-4 Scale = 1:12.7 0-4-0 2-7-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.23 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.00 5 >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/TP12014 Matrix -MP Weight: 12 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-43(LC 10), 2=-257(LC 10), 4=-28(LC 7) Max Grav 3=53(LC 15), 2=236(LC 1), 4=38(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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=257. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 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 BCS1 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 1780 A 3CAR BLK , T24588339 2813124 C3P Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant Ulty, FL), Plant Gny, I­-L. - 33557, ts.43u s dun z ZU41 MI I eK mauscnes, inc. i ue dw o i u:oo:4r eve r rdye r ID:g65k6Z?uVliuQXUS7?YA4XyW46R-8aP36zQ6VTgW PpppcdxMBs_2t18Aezz3W CfZSz_p16 -1-4-0 2-11-4 1-4.0 2-11-4 Scale = 1:12.7 2-11-4 2-11-4 Plate Offsets (X Y)-- [2:0-0-0 0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 4-7 >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/TP12014 Matrix -MP Weight: 12lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=-41(LC 7) Max Grav 3=65(LC 15), 2=195(LC 1), 4=49(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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=212. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Veritydesign 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 forstability and to prevent collapse 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?PIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parise 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 1780 A 3CAR BLK T24588340 2813124 C3V Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI t eK inausines, Inc. i ue Jw o i 0:56:46 cUc i rage r ID:g65k6Z?uVliuQXUS7?YA4XyW 46R-cmzSJJQIGmoN1 zO?9ZDAuPP9nHOZv5D61AyD5uz—p15 -1-4-0 2-11-4 1.4.0 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >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 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) . 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-57(LC 10), 2=-149(LC 10) Max Grav, 3=74(LC 15), 2=196(LC 15), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.7 'r o m 66 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 2-11-4 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;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 of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=149. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 ANSIITP11 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 Qty Ply 1780 A 3CAR BLK . T24588341 2813124 C5 Jack -Open Truss 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ' 8.430 a Jun 2 2021 MiTek Industries, Inc. TUB Jul 6 10:58:49 2021 Page 1 ID:g65k6Z?uV IiuQXUS7?YA4XyW 46R-4yXgXfRN 14wEe7zBj GkPRcyEzhfUeYSGXghmdKz—p14 -1-4-0 4-11-4 1-4-0 3x4 = LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 TCDL 7.0 Lumber DOL 1.25 BC 0.39 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20201rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-107(LC 10), 2=-167(LC 10) Max Grav 3=134(LC 15), 2=267(LC 15), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale= 1:17.6 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.06 4-7 >999 240 MT20 244/190 Vert(CT) -0.06 4-7 >908 180 Horz(CT) -0.00 3 n/a n/a Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puffins. 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=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone;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 nonconcurreni 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=107, 2=167. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verity 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 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 ANSI1nP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 Qty r Ply 1780 A 3CAR BLK T24588342 2813124 C5A Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Welk Industries, Inc. I ue Jul 6 10:58:49 eon rage i I D:g65k6Z?uVliuQXUS7?YA4XyW 46R-4yXgXfRNl 4wEe7zBjGkPRcyDshdFeYSGXghmdKz—p14 1-4-0 4-11-4 1-4-0 4-11-4 Scale=1:17.6 3x4 = 0-4-0 4-7-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.09 4-8 >625 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(CT) 0.09 4-8 >687 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 rt/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3= 109(LC 10), 2=-291(LC 10), 4=-64(LC 7) Max Gram 3=116(LC 15), 2=292(LC 1), 4=78(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; 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 & 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) 4 except Qt=lb) 3=109, 2=291. Joaquin Velez PE No.68182 MfTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 MfTek® connectors. This design is based only upon parameters shown, 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 chord members only. Additional temporary and permanent bracing MiTek° prevent and/or is always required for stability and to prevent collapse 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 1780 A 3CAR BLK T24588343 2813124 C5P Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2U21 MI I eK Inaustnes, Inc. I ue Jul 5 10:58:50 tun rage i I D:g65k6Z?uV IiuOXUS7?YA4XyW 46R-Y85Ck?S?oO25GHYOH_Fe_gUMC5wPN?i PIURJAnz—p13 1-4-0 4-11-4 1.4.0 4-11-4 44 = 4-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.16 4-7 >359 240 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.15 4-7 >396 180 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 -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-122(LC 10), 2=-261(LC 10), 4=-75(LC 10) Max Grav 3=123(LC 15), 2=262(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 6Y.f•117I12111iRli m N N N N PLATES . GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone; 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 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=122, 2=261. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 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 ANSIMPll 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 1780 A 3CAR BLK T24588344 2813124 C5V Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jul 6 10:58:51 2021 Page 1 I D:g65k6Z?uVli uQXUS7?YA4XyW 46R-1 LfayLTdZhAyuQ7arhmtW 11 arULE6SyZ_BAtiDz—p12 -1-4-0 4-11-4 1-4-0 4-11-4 N 19 N 6 sxv Scale = 1:17.6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.06 4-7 >925 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.07 4-7 >875 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-112(LC 10), 2=-161(LC 10) Max Grav 3=136(LC 15), 2=265(LC 15), 4=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust).Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component: 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1CO lb uplift at joint(s) except Qt=lb) 3=112, 2=161. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 ,& 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 ANSVTPll 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 1 Qty , Ply 1780 A SCAR BLK, T24588345 2813124 D01 Hip Girder 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, a.43u s .1un z zuzl Mt t eK inausmes, tnc. t ue dw a I u;ao:oe euz r raye r • ID:gPgFXBAUrkU7dJeaECZ—p8ye62r-VXDy9hTFK?IpVaimOOH63FampuhOdl iDowQEfz—p11 103-0 5-3-0 9-9-0 1 0 14.9-0 20-0-0 5-3-0 4-6-0 0 3- 4-6-0 44 - Scale=1:37.9 m Io 3x10 = HTU26 6x8 = 3x8 11 7x8 = HTU26 HTU26 a 1 i.axo a t r - 3x8 11 ST1.5x8 STP = HTU26 HTU26 3x10 = HTU26 HTU26 10-3-0 5-3-0 9-9-0 10-0,0, 14-9-0 _ 20.0-0 , 5-3-0 4-6-0 OLM I 4-6-0 5-3-0 03-0 Plate Offsets (X Y)-- [1.0-10-0 0-0-13] [3:0-2-4 0-1-12] [5:0-10-0 0-0-131 [7:0-4-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.17 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.22 7-9 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-MSH Weight: 217lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 5=0-8-0 Max Horz 1=202(LC 7). Max Uplift 1= 1821(LC 8), 5=-2201(LC 8) Max Grav 1=3320(LC 1), 5=3939(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2= 7052/3808, 2-3=-5024/2764, 3-4=-5028/2766, 4-5=-7257/4029 BOT CHORD 1-9= 3323/6273, 7-9= 3323/6273, 6-7= 3529/6474, 5-6=-3529/6474 WEBS 2-9=-841/1690, 2-7=-2064/1196, 4-7=-2293/1430, 4-6=-1030/1848, 3-7=-2210/4095 Structural wood sheathing directly applied or 4-2-9 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) 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 20.0psf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) •1=1821, 5=2201. 9) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-4-12 from the left end to 18-4-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 175 lb down and 177 lb up at 2-5-1, and 242 lb down and 187 lb up at 4-5-1 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 Con inued 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 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 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 t City Ply 1780 A 3CAR BLK T24588345 2813124 D01 Hip Girder 1 2 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2U21 MI I eK Inaustnes, Inc. I ue Jul Ii 1 U:bmtm GUCI rage 2 I D:gPgFX8AUrkU7dJeaECZ—p8y862r-VXDy9hTFK7IpVaimOOH63FampuhOd1 jDowOEfz—p11 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 1-5= 20 Concentrated Loads (lb) Vert:14=-175 15=-242 16=-1334(F)17— 667(F)18=-682(F) 19=-667(F) 20=-669(F) 21=-669(F) 22=-675(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 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. Safetylnformation, available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 1780 A 3CAR BLK 1 T24566346 2813124 D02 Hip 1 1 Job Reference o tienal Builders FirstSource (Plant City, FL), Plant City, FL - 33567, u.4;5u s dun z ZUel Mi I eK tneusutes, uru. r ue uui o r u:oo:oo cuc r rayu i ID:gPgFXBAUrkU7dJeaECZ—p8y862r-4mLN1 Ut5JQg7kHzy6pLbS6yJlycaKJsRSfzn5z—p10 1-4-0 6-3-6 9-0-0 11-0-0 13-6-10 20-0-0 21-4-0 1-4-0 6-3-6 2-8-10 2-0-0 2.8-10 6.3-6 1-4-0 a1 44 = 44 = 4x4 = 3x4 = 4M' — 3x4 = 4x4 = Scale = 1:36.9 9-0-0 12-0-0 19-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) -0.15 9-17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.32 9-17 >745 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=213(LC 9) Max Uplift 2=-450(LC 10), 7=-450(LC 10) Max Grav 2=812(LC 1), 7=812(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1184/896, 3-4=-973/792, 4-5=-824/739, 5-6=-9731792, 6-7=-1184/896 BOT CHORD 2-11=593/1068, 9-11=-330/824, 7-9=-593/1024 WEBS 3-11= 386/394, 4-11=-245/362, 5-9=-245/362, 6-9=-387/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2, Exterior(2R) 3-4-2 to 16-7-14, Interior(1) 16-7-14 to 17-4-0, Exterior(2E) 17-4-0 to 21-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=450, 7=450. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date., July 6,2021 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 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 ANS117Pl1 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 Ctty , Ply 1780 A 3CAR BLK T24586347 2813124 D03 Hip Girder 1 1 Job Reference (optional) BUllders FIrstsource (Plant Catty, FL), Ptant uny, t-L - JJbb/, 6.1IJU ] JUII 4 4U41 IVII I UK 111-IIICS, 111U. I UG JUI u I V.J J.Jv cvc 1 1 aU. ID:gPgFXBAUrkU7dJeaECZ—p8y862r-RwKjaM VVscYXIus9W pKa8gf27iFUJkZ?g6PXJYz—p1 ? 1-4-0 7-0-0 13-0-0 20.0-0 1' 7-0.0 6-0.0 7-0-0 Special 4xB = NAILED NAILED Special 4x6 2X4 11 4X4 = NAILCU NAILW 3x4 — 4x4 = 4x4 = 7-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-794(LC 8), 5=-794(LC 8) Max Grav 2=1515(LC 1), 5=1515(LC 1) Special Special 20-0-0 Scale = 1:36.9 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TC 0.75 Vert(LL) 0.13 9-12 >999 240 MT20 244/190 BC 0.85 Vert(CT) -0.21 7-9 >999 180 WB 0.27 Horz(CT) 0.07 5 n/a n/a Matrix-MSH Weight: 86 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2752/1295, 3-4=-2418/1233, 4-5=-2754/1295 BOT CHORD 2-9=-1013/2394, 7-9=-1012/2417, 5-7=-990/2395 WEBS 3-9=0/695, 4-7=0/696 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf,on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=79415=794. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 230 lb down and 389 lb up at 7-0-0, and 230 lb down and 389 lb up at 13-0-0 on top chord, and 344 lb down and 75 Ito up at 7-0-0, and 344 lb down and 75 lb up �at 12-11-4 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 (6). LOAD CASE(S) Standard 14 Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-4=-54, 4-6=-54, 10-13=-20 Concentrated Loads (lb) Vert:3=-183(F) 4=-183(F) 9=-344(F) 7=-344(F) 16=-112(F) 17=-112(F) 18=-63(F)19=-63(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type a Qly � Ply 1780 A 3CAR BLK T24588348 2813124 E6A Jack -Open Truss 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 3x4 i tf.43U s Jun Z ZUZ I MI I eK Irluustrres, MU. I ue dui o 1 U:00.04 4W4 r rayc r ID:g65k6Z7uVIiuOXUS77YA4XyW 46R-RwKjaMWscYXI us9W pKaBgfOwiD5Joi7g6PXJYz_p17 6-4.0 6-4-0 6.0-0 Scale = 1:21.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.30 4-8 >254 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0.27 4-8 >280 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=223(LC 10) Max Uplift 3=-152(LC 10), 2= 325(LC 10), 4=-85(LC 7) Max Grav 3=157(LC 15), 2=339(LC 1), 4=104(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=152, 2=325. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 ANSUlPIr 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 r Ply 1780 A 3CAR BLK T24588349 2813124 E7 Jack -Open Truss 14 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. I ue Jul 6 10:58:55 2021 rage 1 ID:g65k6Z4uV IiuQXUS77YA4XyW 46R-v6u5ni W BdwgNM2RL4XrphlCAx6c92Fy8vmB4r_z—p1 _ 1-4-0 7-0.0 1-4-0 7.0-0 Scale=1:23.0 7-0-0 Plate Offsets (X Y)-- [2:0-1-8 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 0.94 Vert(LL) 0.22 4-7 >381 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.23 4-7 >368 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-14 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3=-162(LC 10), 2=-185(LC 10) Max Grav 3=199(LC 15), 2=343(LC 15), 4=124(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;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 Gt=lb) 3=162, 2=185. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361.0 Date: July 6,2021 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 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 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 ANSUTP11 Quality Criteria, DSB-09 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 1 Qty 1 Ply 1780 A 3CAR BLK T24588350 2B13124 E7P Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33bb7, 6.4ou S oull 4 4U41 Iwl I U& 11luubmwo, ulu. 1 Ue uu u Iv.I..:,., ­, oUo , ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R-N I ST?2XmOEoE_C?XdEM2D5kMeVxvniBISQueMQz—pOz 1.4-0 7-0-0 1-4-0 ♦ 7-0-0 ST1.5x8 STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TIC0.88 Vert(LL) 0.24 4-6 >354 240 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.21 4-6 >392 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=242(LC 10) Max Uplift 3=-157(LC 10), 2=-320(LC 10), 4= 133(LC 10) Max Grav 3=165(LC 15), 2=336(LC 1), 4=140(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:23.4 PLATES GRIP MT20 2441190 Weight: 30lb FT =20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-0-12 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; 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.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=157, 2=320, 4=133. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 MiTek® connectors. This design Is based only upon parameters shown, andis 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 iviiTek° 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 Jab Truss Truss Type t t mty r Ply 1780 A SCAR BILK T24588351 2813124 E7V JACK -OPEN TRUSS 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mrrek Industries, Inc. T ue Jul 6 1 u:56:5/ zun rage i I D:g65k6Z?uVliuOXUS7?YA4XyW 46R-rVOrCOX09Xw5cLakSytHmIHZGvGj W 9RRM4dBvtz—pOy 1-4-0 7-0-0 i-4-0 7-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Veri 0.28 4-7 >296 240 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=241(LC 10) Max Uplift 3— 152(LC 10), 2— 179(LC 10), 4=-11(LC 10) Max Grav 3=191(LC 15), 2=341(LC 15), 4=118(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:22.6 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 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) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=152,2=179. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tpll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t 01ty I Ply 1780 A 3CAR BILK T24588352 2813124 1-16A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43u s ,lun z zuzi Mi t ex mcuslnes, inc. i ue .,w 6 i 0;56;57 eue r rave r ID:g65k6Z7uVliuQXUS77YA4XyW46R-rVOrCOX09Xw5cLakBytHmlHdOvIKW7GRM4dBvtz pOy 1-10.10 4-7-14 8-11-8 1-10-10 4-7-14 4-3-10 Scale = 1:21.0 4x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.49 BC 0.78 WB 0.14 Matrix -MP DEFL. in Vert(LL) 0.36 Vert(CT) -0.33 Horz(CT) -0.01 (loc) I/defl Ud 6-10 >295 240 6-10 >324 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 37 lb 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 No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-6-1, 6=Mechanical Max Horz 2=223(LC 8) Max Uplift 4=-132(LC 8), 2=579(LC 8), 6=-289(LC 8) Max Grav 4=124(LC.1), 2=351(LC 1), 6=233(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-361/369 BOT CHORD 2-6=-410/313 WEBS 3-6=-337/442 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; 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 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) except (jt=lb) 4=132, 2=579, 6=289. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb up at 1-5-12, 104 lb up at 1-5-12, 2 lb down and 70 lb up at 4-3-11, 2 lb down and 70 lb up at 4-3-11, and 23 lb down and 146 lb up at 7-1-10, and 23 lb down and 146 lb up at 7-1-10 on top chord, and 69 lb up at 1-5-12, 69 lb up at 1-5-12, 8 lb up at 4-3-11, 8 lb up at 4-3-11, and 22 lb down and 29 lb up at 7-1-10, and 22 lb down and 29 lb up at 7-1-10 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 (pit) Vert: 1-4=-54, 5-7=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 Con inued on a e 2 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 ANSLTP11 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 1 Ply 17110 A 3CAR BLK T24588352 2813124 H6A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Uttilders FirstSource (F9ant urly, FL), Hiant city, FL - 33b6/, o.4JU 5 JUII 4 ZU41 rvn 1 UK 111UMUMb, mc. 1 un Jw o !U.ao.ar cuc ray. c ID:g65k6Z?uVIiuQXUS7?YA4XyW 46R-rVOrCOX09Xw5cLakBytHmlHdOvIKW 7GRM4dBvtz—pOy LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=62(F=31, B=31) 13=-46(F=-23, B=-23) 14=83(F=42, B=42) 15=17(F=8, B=8) 16=-25(F=-13, B=-13) © 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 ANSNTP/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 k t. mty I Ply 1780 A 3CAR BLK T24588353 2813124 H7 DIAGONAL HIP GIRDER 4 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, N.4:fu s ,tun z zuzi mi I eK meuslnes, inc. rue jui O I u:oo:oa 262 I raye r ID:g65k6Z?uVli uOXUS7?YA4XyW 46R-JhaEOkYOwr2yDV9wlfOW I W ggJJd4FVybbkNkRJz—pOx 1.10-10 4-2-0 9-10-13 1-10-10 4-2-0 5-8-13 Scale=1:22.7 3x8 9-9-5 Odle Plate Offsets (X Y)-- [2:0-3-11 0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.27 6-9 >440 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.54 6-9 >216 180 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 42 Ito 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 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-167(LC 8), 2= 233(LC 8), 6=-60(LC 8) Max Grav 4=147(LC 1), 2=516(LC 1), 6=314(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-758/348 BOT CHORD 2-6=-432l726 WEBS 3-6=-751/447 Structural wood sheathing directly applied or 1-7-8 oc puriins. Rigid ceiling directly applied or 8-11-7 oc bracing. NOTES- 1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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=167, 2=233. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 18 lb up at 1-4-15, 65 lb down and 18 lb up at 1-4-15, 5 lb down and 83 lb up at 4-2-15, 5 lb down and 83 lb up at 4-2-15, and 36 lb down and 147 lb up at 7-0-14, and 36 lb down and 147 lb up at 7-0-14 on top chord, and 40 lb up at 1-4-15, 40 lb up at 1-4-15, 5 lb down at 4-2-15, 5 lb down at 4-2-15, and 30 lb down at 7-0-14, and 30 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 T) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 11 =-71 (F=-36, B=-36) 13=-10(F=-5, B=-5) 14=-61(F=-30, B=-30) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 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 o a City c Ply 1780 A 3CAR BLK T24568354 2813124 H7P DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, m4ou s uun z euzi MiTek etc inausines, inc. i ue uui o iu.00.ov cuc r rayn r I D:g65k6Z?uVliuQXUS7?YA4XyW46R-ot8cd4Zeh9Aprfk6JNvl dMvMj3d_yEkgO6lzlz—pOw 1-10-10 4-2-0 9-10-13 1-10-10 4-2-0 5-8-13 Scale = 1:22.7 3x8 V^- 9-9.5 9-1,0113 9-9-5 0-1-8 Plate Offsets (X Y)-- [2.0-3-11 0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.72 Vert(LL) 0.48 6-9 >245 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.46 6-9 >253 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-162(LC 8), 2=-449(LC 8), 6=-345(LC 5) Max Gram 4=148(LC 1), 2=516(LC 1), 6=314(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-756/651 BOT CHORD 2-6=-742/724 WEBS 3-6=-749/768 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch 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) na 4) This truss has been designed fora 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 Qt=lb) 4=162, 2=449, 6=345. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 18 lb up at 1-4-15, 65 lb down and 18 lb up at 1-4-15, 5 lb down and 93 lb up at 4-2-15, 5 lb down and 93 lb up at 4-2-15, and 36 lb down and 161 lb up at 7-0-14, and 36 lb down and 161 lb up at 7-0-14 on top chord, and 36 lb up at 1-4-15, 36 lb up at 1-4-15, 5 lb down and 4 lb up at 4-2-15, 5 lb down and 4 lb up at 4-2-15, and 30 lb down and 44 lb up at 7-0-14, and 30 lb down and 44 lb up 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 T) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 1 1=-71 (F=-36, B=-36) 13=-10(F=-5, B=-5) 14=-61(F=-30, B=-30) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 6,2021 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 �1 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 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 f • S Ply 1780 A 3CAR BLK T24588355 2813124 H7V DIAGONAL HIP GIRDER �Aty 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL - 335b7, mgju s dun z zue 1 Iwr I eR n uubujub, II— l uu Jul o iu. w.uu cuc, r agG I D:g65k6Z?uVIiuQXUS7?YA4XyW 46R-G4i_rQaGSSIgTpJJs4R_Oxv5Z7JsjMjt22srVCz—POv -1-10-10 4-4-7 9-10-13 1-10-10 4-4-7 5-6-6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.18 6-7 >645 180 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-162(LC 8), 2=-21 O(LC 8), 5=-73(LC 8) Max Grav 4=162(LC 1), 2=517(LC 1), 5=290(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1329/457 BOT CHORD 2-7=-535/1247, 6-7=-549/1252 WEBS 3-7=0/257, 3-6=-1224/532 Scale=1:22.9 PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 4-11-12 oc pudins. Rigid ceiling directly applied or 7-7-3 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=162, 2=210. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 19 lb up at 1-4-15, 62 lb down and 19 lb up at 1-5-0, 5 lb down and 88 lb up at 4-2-15, 5 lb down and 8B lb up at 4-2-15, and 36 lb down and _ 151 lb up at 7-0-14, and 36 lb down and 151 lb up at 7-0-14 on top chord, and 11 lb up at 1-4-15, 11 lb up at 1-5-0, 4 lb down at 4-2-15, 4 lb down at 4-2-15, and 31 lb down at 7-0-14, and 31 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). 'GOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ' July 6,2021 Con inued on a e 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 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 ANS/?PIl 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 't ty r Ply 1780 A 3CAR BLK T24568355 2813124 H7V DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33557, ti.43U s Jun z zuzi mi I eK inousines, Inc. I ue jut o ivaa:uu zuz r rage z I D:g65k6Z?uV IiuQXUS7?YA4XyW 46R-G4i_rQaGSSIgTpJJs4R_Oxv5Z7JsjMjt22srVCz—pOv LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-8(F=-4, B=-4) 12=-73(F= 36, B— 36) 14=-59(F=-29, B=-29) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE. valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not Mt 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 ANSI7rpl1 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 Symbols PLATE LOCATION AND ORIENTATION 1 3/4' 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-t/i s - KIM For 4 x 2 orientation, locate plates 0-'V,6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 TOP CHORDS ❑ C1-2 C2 3 WEBSNq, m0 ''� O IL ~I c7-e c6-7 cs s BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 ® 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 ANSI1TPI 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 ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. 4 1