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HomeMy WebLinkAboutTrussmm IM10 MiTek 0 RE: 510897 - PROSPERITY Site Information: Customer Info: ALPHA DESIGN Lot/Block: - Address: 3707 TANAGER PL., - City: FT. PIERCE IA,\\'Con% Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: - Model: - Subdivision: - State: FL. MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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 8.5 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 57 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T26436001 Al 1/5/22 15 T26436015 A15 1/5/22 2 T26436002 A2 1/5/22 16 T26436016 A16 1/5/22 3 T26436003 A3 1/5/22- 17 T26436017 A17 1/5/22 4 T26436004 A4 1/5/22 18 T26436018 A18 1/5/22 5 T26436005 A5 1/5/22 19 T26436019 A19 1/5/22 a> 6 T26436006 A6 1/5/22 20 T26436020 A20 1/5/22 7 T26436007 A7 1/5/22 21 T26436021 A21 1/5/22 8 T26436008 A8 1/5/22 22 T26436022 A22 1/5/22 9 T26436009 A9 - 1/5/22 23 T26436023 A23 1/5/22 10 T26436010 A10 1/5/22 24 T26436024 B1 1/5/22 11 T26436011 All 1/5/22 25 T26436025 B2 1/5/22 12 T26436012 Al2 1/5/22 26 T26436026 B3 1/5/22 13 T26436013 A13 1/5/22 27 T26436027 B4 1/5/22 14 T26436014 A14 1/5/22 28 T26436028 Cl 1/5/22 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies REVIEWED FOR CODE COMPLIANCE J VC9E COUNTY ,`�l1kJlN ii��i The truss drawing(s) referenced above have been pre >?e ab .OP(�UIN MiTek USA, Inc. under my direct supervision based on the pare r ��� �:,••�G E IV S'•..� �'�� provided by Tibbetts Lumber Company -Palm Bay. Truss Design Engineer's Name: Velez, Joaquin * • • No 68182 •:•• My license renewal date for the state of Florida is February 28, 2023. = �-10: IMPORTANT NOTE: The seal on these truss component designs is a certification O'• STATE OF : ��/ that the engineer named is licensed in the jurisdiction(s) identified and that the 0 ,�'• �` P �� designs comply with ANSl1TPI 1. These designs are based upon parameters 0, O R 1''0 �,�N,�� shown (e.g., loads, supports, dimensions, shapes and design codes), which were �i ss� "•"''�� ��% given to MiTek or TRENCO. Any project specific information included is for MiTek's or ��,'/O N A11,,,��� TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the Joaquin Velez PE Nb.68182 applicability of the design parameters or the designs for any particular building. Before use, MITek USA, Inc. FL Cert 6634 the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd. Tampa FL 33610 incorporate these designs into the overall building design per ANSl1TPI 1, Chapter 2. Date: January 5,2022 Velez, Joaquin 1 of 2 MM MiTek 0 RE: 510897 -PROSPERITY Site Information: Customer Info: ALPHA DESIGN Project Name: - Model: - Lot/Block: - Subdivision: - Address: 3707 TANAGER PL., - City: FT. PIERCE State: FL. No. Seal# Truss Name Date 29 T26436029 C2 1/5/22 30 T26436030 CA 115/22 31 T26436031 CJ2 1/5/22 32 T26436032 CJ3 1/5/22 33 T26436033 CJ3P 1/5/22 34 T26436034 CJ5 1/5/22 35 T26436035 CJSP 1/5/22 36 T26436036 D1 1/5/22 37 T26436037 D2 1/5/22 38 T26436038 D3 1/5/22 39 T26436039 D4 1/5/22 40 T26436040 EJ4 1/5/22 41 T26436041 EJ5 1/5/22 42 T26436042 EJ6 1/5/22 43 T26436043 ER 1/5/22 44 T26436044 ERP 1/5/22 45 T26436045 HJ4 115/22 46 T26436046 HAA 1/5/22 47 T26436047 HJ5 1/5/22 48 T26436048 HJ6 1/5/22 49 T26436049 HJ7 1/5/22 50 T26436050 HJ7A 1/5/22 51 T26436051 HJ7P 1/5/22 52 T26436052 PB1 1/5/22 53 T26436053 PB2 1/5/22 54 T26436054 PB3 1/5/22 55 T26436055 PB4 1/5/22 56 T26436056 PB5 1/5/22 57 T26436057 PB6 1/5122 2 of 2 MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply PROSPERITYT26436001 510897 Al Hip Girder 1 Job Reference optional) I ibbells�LumDer l:orrgbany, rabn tsay, I-L - aZSUO, o.00u s ueu o cuc i rvu r en a wuau—, 1116. 1 um jai i - r u.44. i I ray. , ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-_nZtog6jxgCcarNw8H4vob_MAZW?Pr8B WbdAXbzymOR 2-4-0 7-0.0 13-9-12 20-7-8 27-5.4 34.M 39-11-4 45-7-8 51-3-12 57-0.0 61-8-0 64-0.0 2.4-0 4-8-0 6-9-12 B-9-12 6-9-12 6-9-12 5-8-4 5-8-0 5-8-4 5-8-4 4-&0 2-4-0 5.00 F12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6x6 = NAILED Special NAILED 4x4 =NAILED 7x8 = NAILED 4x6 = NAILED 7x8 = 4x4 =NAILED 7x8 = NAILED 4x4 = NAILED 6x6 = 331 32 33 434 35 36 5 37 38 39 810 41 4243 744 4546 48 49 48 50 9 51 52 53 1054 55 156 57 Scale = 1:108.7 4x6 12 13 i A���a� Iddd 24 23 58 59 22 60 61 6221 6384 65 %% 67 68 6919 70 18 17 16 15 14 46 — 4x4 = NAILED 7x8 = NAILED 4x4 = NAILED 7x8 = NAILED 7x8 = 4x4 = 7x8 = 4x4 = 4x6 — NOP2X STP = HJC26 NAILED NAILED NAILED NAILED NAILED 2x4 11 NAILED NAILED NAILED NAILED 2-4-0 64-M 12-0-0 7-0-0 13-9-12 20-7-9 275-0 34-2-a V 39-11-4 45-7-8 51312 27-M VV We 2-0-0 4-8-0 6-9-12 6-9-12 6-9-12 6-9-0 0 -8 SA-4 534 534 430 -0 0-0-0 2-0-0 Plate Offsets (X,` )— [1:0-3-5,0-0-10], [2:0-5-8,Edge], [5:0-4-0,0-4-8], [7:0-4-0,0-4-8], [9:0-4-0,0-4-8], [16:0-4-0,0-4-8], [18:0-4-0,0-4-8], [19:0-2-8,0-4-81, [20:0-4-0,0-4-8], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.32 21-22 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.26 21-22 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(CT) -0.06 19 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS PLATES GRIP MT20 244/190 Weight: 856 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 2-0-0 oc purlins (6-0-0 max.): 3-11. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-19 REACTIONS. All bearings 28-1-0 except (jt=length) 24=0-8-0. (lb) - Max Horz 24=-105(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 24=2166(LC 8), 19=-4078(LC 8), 17=-237(LC 8), 16=393(LC 8), 15=-263(LC 8), 14=213(LC 32) Max Grav All reactions 250 lb or less at joint(s) except 24=2132(LC 17), 19=4190(LC 17), 19=4190(LC 1), 18=367(LC 7), 17=593(LC 18), 16=794(LC 17), 15=616(LC 18), 14=503(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1491279, 2-3=2781/3041, 34=4610/4869, 4-5=-4281/4461, 5-6=-1626/1736, 6-7=-3168/3173, 7-8=-3175/3182, 8-9=1255/1317, 9-10=-455/541 BOT CHORD 23-24=-311/176, 22-23=-2679/2510, 21-22=-4691/4611, 20-21=-4283/4281, 19-20=-1560/1626, 18-19=1334/1460, 17-18=-527/628, 16-17=-195/278 WEBS 2-24=-1929/1936, 2-23=-2608/2434, 3-23=-522/154, 3-22=-2195/2317, 4-22=764/476, 4-21=-360/479, 5-21=-582/449, 5-20=2898/2971, 6-20=1556/1278, 6-19=5236/5354, 7-19=-883/678, 8-19=-2086/2136, 8-18=-569/416, 9-18=904/919, 9-17=-316/88, 10-17=-398/401, 10-16=-594/388, 11-15=-523/314, 12-14=-431/271 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: This item has been Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. electronically Signed and Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. sealed by Velez, Joaquin, PE 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 using a Digital Signature. ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Printed COpleS of this 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; cat. document are not considered II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate signed and sealed and the grip DOL=1.60 signature must be verified 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific on any electronic copies. to the use of this truss component. 6) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general Joaquin Velez PE NoA8182 handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa,FL 33610 Trusses (" BCSP), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a Data: qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or January 5,2022 :orlttlu tt]on Dacia 2 ®WARNING - VedN design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Crfterla, 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 PROSPERITY T26436001 510897 Al Hip Girder 1 Job Reference (optional) Tibbells,Lumber Cotr�pany, Palm Bay, FL - 32905, NOTES- tr.:mu s ueC t1 ZUZI mi I eii mausu es, Inc. I ue Jan t i u:4L:lu NLG rage 2 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-_nZtog6jxgCcarNw8H4vob_MAZW?Pr8BWbdAXbzymOR 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) All plates are 7x8 MT20 unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) ' 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2166 lb uplift at joint 24, 4078 lb uplift at joint 19, 237 lb uplift at joint 17. 393 lb uplift at joint 16, 263lb uplift at joint 15 and 213lb uplift at joint 14. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Use MiTek HJC26 (With 16-16d nails into Girder & I Od nails into Truss) or equivalent at 7-0-6 from the left end to connect truss(es) to back face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) "NAILED" indicates 3-1Od (0.148"xW) or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 272 lb up at 7-0-0, and 213 lb down and 270 lb up at 57-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-11=90, 11-13=-90, 25-28=-20 Concentrated Loads (lb) Vert: 23=89(B) 3=101(B) 11=102(B) 32=-70(B) 33=-70(B) 34=70(13) 35=70(B) 36=-70(B) 37=-70(B) 38=70(13) 39=70(B) 40=-70(B) 41=-70(B) 42=70(B) 44=-70(B) 45=-70(B) 46=70(B) 47=70(91) 48=-70(B) 49=70(B) 50=70(13) 51=70(B) 52=-70(B) 53=-70(B) 54=70(13) 55=70(B) 56=-70(B) 58=-10(B) 59=-10(B) 60=-1O(B) 61=-1O(B) 62=1O(B) 63=1O(B) 64=-1O(B) 65=-10(B) 66=-1O(B) 67=1O(B) 68=-10(B) 69=-1O(B) 70=1O(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436002 510897 A2 Hip 1 1 Job Reference (optional) Tibbetls,Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:30 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-PdmR?fLGEzkm—vumJURbcppiQdKt5q?87iTEFRzymO7 i 2-4-0 9-0-0 17-5-0 i 25-10-0 34-3-0 41-2-0 48-1-0 i 55-0-0 61.8-0 64-0-0 2-4-0 6.8-0-0 8-5-0 6-11-0 6.11.0 6-11-0 6.8-0 2.4-0 5.00 12 8x8 = 4x4 = 7x12 = 2x4 II 7x8 = 4x4 — 7x8 — 21 37 38 20 39 19 18 17 16 15 14 13 12 4x6 = NOP2X STP = 46 = 7x8 = 4x4 = NOP2X STP = 4x4 = 4x6 = 5x8 = 7x12 = 4x6 = Scale = 1:109.2 NOP2X STP = 46 = 3x8 11 2-4-0 64-M i 2-0-0 9-0-0 17-5-0 25-10-0 34-3-0 44-7-8 55-0-0 61-B-0 62A-0 2-0-0 6-8-0 8-5-0 &5-0 8-5-0 10-0-8 10-4-6 6-8-0 -0 04-0 2-M Plate Offsets (X,Y)— [1:0-3-5 0-0-10] [2:0-4-12,0-1-12], [3:0-4-0,0-3-13], [5:0-6-0,0-4-8], [7:0-4-0,0-4-8], [9:0-4-0,0-3-13], [16:0-5-0,04-12], [19:04-0,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.14 19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.26 18-19 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -MS Wind(LL) 0.37 19-20 >999 240 Weight: 425 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except BOT CHORD 2x6 SP No.2 2-0-0 oc purlins (3-10-8 max.): 3-9. WEBS 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 3-3-15 oc bracing. 4-18,5-16: 2x4 SP SS WEBS 1 Row at midpt 2-20, 3-19, 4-18, 7-16 2 Rows at 113 pts 5-16 REACTIONS. (size) 21=0-8-0, 16=0-8-0, 12=0-8-0 Max Horz 21=-135(LC 10) Max Uplift 21=-1348(LC 12), 16=-2286(LC 12), 12=-427(LC 12) Max Grav 21=1714(LC 21), 16=3921(LC 1), 12=1418(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-187/376, 2-3=2180/3435, 34=2574/4390, 4-5=-1066/2464, 5-6=-2409/2405, 6-7=-2409/2405, 7-8=-1127/0, 8-9=1398/445, 9-1 0=-1 631/410, 10-11=-303/59 BOT CHORD 1-21=-364/243, 20-21=-370/262, 19-20=-2960/1899, 18-19=-4117/2579, 16-18=-2136/1034, 15-16=0/1324, 13-15=-137/1520, 12-13=-77/265, 11-12=77/265 WEBS 2-21 =-1 579/2053, 2-20=-2764/1670, 3-20=-397/121, 3-19=-1289/850, 4-19=360/164, 4-18=-1676/2099, 5-18=-1786/833, 5-16=-3744/5290, 6-16=-742/468, 7-16=2881/1538, 7-15=-568/1126, 8-15=-855/828, 8-13=410/44, 9-13=0/310, 10-13=-205/1200, 10-12=-1335/671 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 55-0-0, Exterior(2R) 55-0-0 to 59-2-15, Interior(1) 59-2-15 to 64-0-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('SCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1348 lb uplift at joint 21, 2286 lb uplift at CoritlhUMwndaIW2b uplift at joint 12 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MIT& USA,'Inc. FL Cart BOX '69p4 Parke East Blvd. Tampa FL 33610 Date: January 5,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Nil 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/rPl1 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 PROSPERITY T26436002 510897 A2 Hip 1 1 Job Reference (optional) TibbettstLumberCon,pany, Palm Bay, FL-32905, NOTES- b.asu s Lac b Z1.121 Ivll i eK maustrles, mc. i ue dan 4 iu:Y2:5u zuzz raye z ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-PdmR?fLGEzkm_vumJURbcppiQdKt5q?87iTEFRzym07 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPIl 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 PROSPERITY T26436003 510897 A3 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, t5.b3U s uec B ZU21 MI I ek Industries, Inc. I ue Jan 4 1 U:42:4Z ZUZZ vage 1 ` ID: RVAda.GTCgb4vZb2v1 Q7a5lziyFu-2xVzWmVoPfE3Qlp40ofP5LJm?SLpvDfvtZNtfk7ym?x 2-4-0 11-0-0 18-9-0 26-6.0 34-3-0 40-6-12 46A 8 53-0-0 , 61-8-0 ,64.0.0, 2-4.0 8-8-0 7-9-0 7-9.0 6-3-12 6-3-12 6-1-8 8-8-0 2-4-0 5.00 12 8x8 = 2x4 II 7x12 = 4x6 11 7x8 = 3x4 II 6x6 = 3 34 4 5 35 6 36 7 8 37 9 — — — — — — — — — — — — — — — — — — — — — 33 _M3 I� !I �11` ire 25 40 41 24 23 42 22 21 20 19 18 15 14 13 4x6 = 7x8 = 4x8 2x4 11 NOP2X STP = 3x4 11 5x8 = NOP2X STP = 5x6 = lox10 = 12 Scale = 1:111.3 m 39 11 I1IcV NOP2X STP = 4x6 = 24-0 64-0-0 2-0-0 , , 11-0-0 18-9-0 265-0 34-7-0 y6-3-0 46-7-0 46-1p-8 53-0-0 61.8-0 62rQ 0 i 2-0-0 8-8-0 7-9-0 7-9-0 8-1-0 1-8-0 10.4-0 0. -8 6-1-8 04-0 2-M Plate Offsets (X,Y)— [1:0-3-5,0-0-101, [2:0-3-0,0-2-01, [3:0-4-0,0-3-131, [5:0-6-0,0-4-81, [7:0-4-0,0-4-81, [10:0-5-4,0-1-121, [16:0-2-12,0-3-81, [21:0-2-0,0-2-81, [24:0-2-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.23 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.51 16-17 >643 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) -0.07 19 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MS Wind(LL) 0.33 22-23 >999 240 Weight: 452 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, BOT CHORD 2x6 SP No.2 *Except* except 8-14: 2x4 SP No.2 2-0-0 oc purlins (3-7-9 max.): 3-9. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-7-13 cc bracing. Except: 3-7-0 oc bracing: 17-19 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 2-23, 3-22, 5-22, 5-19, 7-17 REACTIONS. (size) 25=0-8-0, 19=0-8-0, 12=0-8-0 Max Horz 25=165(LC 11) Max Uplift 25=-1526(LC 12), 19=-1889(LC 12), 12=623(LC 12) Max Grav 25=1945(LC 21), 19=3470(LC 1), 12=1677(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-450/849, 2-3=2623/3982, 3-4=2828/4649, 4-5=-2828/4649, 5-6=0/474, 6-7=-203/774, 7-8=3393/1368, 8-9=3333/1380, 9-10=-2075/803, 10-11=-466/166 BOT CHORD 1-25=-820/554, 23-25=-827/554, 22-23=-3432/2265, 20-22=-3099/1884, 19-20=-3074/1878, 17-19=1987/868, 6-17=-716/455, 16-17=-703/1991, 8-16=-5841361, 12-13=-229/556, 11-12=-229/556 WEBS 2-25=-1854/2093, 2-23=-2769/1721, 3-23=-571/189, 3-22=-1059/814, 4-22=770/470, 5-22=-1437/1103, 5-20=-863/342, 5-19=-2703/3772, 7-17=-2962/1272, 7-16=421/1521, 13-16=-502/1801, 9-16=-593/1706, 9-13=-5731338, 10-13=-575/1253, 10-12=160511099 NOTES- 1) Unbalanced roof live loads have been considered for this design. This Item has been 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0, Exterior(2R) 11-0-0 electronically signed and to 15-2-15, Interior(1) 15-2-15 to 53-0-0, Exterior(2R) 53-0-0 to 57-2-15, Interior(1) 57-2-15 to 64-0-0 zone; cantilever left and right sealed by Velez, Joaquin, PE exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies Of this p to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general document are not considered handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood signed and sealed and the Trusses ('SCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a signature must be verified qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the niccopies. on any electro:Joaquin permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or Velez PE No.68182 bracing. 5) Provide adequate drainage to prevent water ponding. MiTek USA, Inc. FL Cart8834 . 6) All plates are MT20 plates unless otherwise indicated. 6904 Parke East Blvd. Tampa.FL 33610 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date; 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 January 5,2022 CortGtNfdrbotV4WetI2e bottom chord and any other members ® 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 vedfy 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 ANSIITPI1 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, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436003 510897 A3 Hip 1 1 Job Reference o floral Tibbett i Lumber Company, Palm Bay, FL - 329Ub, o.oau s uuc o tue 1 wm r en a ruuau iao, n ru. 1— jai i Y i .. aye ID: RVAdaGTCgb4vZb2vl 07a51ziyFu-2xVzWmVoPfE3QIp400fP5LJm?SLpvDfvtZNtfkzym?x NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1526 Ib uplift at joint 25, 1889 Ib uplift at joint 19 and 623 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436004 510897 A4 Hip 1 1 Job Reference (optional) ribbetts,Lumber Comipany, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:43 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-W73Lj6VQAzMwl vOGajAeeYs-3sgQeiT26D6QBBzym?w i 2-4-0 , 7.8-0 13.0-0 20-2-5 27-4.11 34-7-0 , 40-8-12 _ 46-10-8 , 51-0-0 6.4-0 , 61-8-0 64-2 2.4-6 5-4-0 5-4-0 7-2-5 7-2-5 7-2-5 6.1-12 6-1-12 4-1-8 5-4-0 5-4.0 2-4-0 ' Scale = 1:111.3 7x8 = 5.00 12 4x4 — 7x8 = 3x4 11 7x8 = 3x4 II 6x6 _ 24 40 41 23 4243 44 22 45 46 21 20 17 16 15 14 4x6 = 7x8 7x8 = NOP2X STP = 3x4 11 5x8 NOP2X STP = NOP2X STP = 6x12 MT20HS I I 4x6 = 7x8 = 6x6 = 2-0-0 64-M 12-0-0 , 13-M 23-9-8 34-7-0 Z63-Q 46-7-0 46-tp-8 51-0-0 61-8-0 62rQ-0 2-0-0 10-8-0 10.9-8 10.9.8 7-8-0 10-0-0 0. -8 4-1-8 10-8-0 0-6T-0-1 0-0-0 2-0-0 Plate Offsets (X,Y)— [1:0-3-5,0-0-101, [4:0-4-0,0-3-13], [6:0-4-0,0-4-8], [8:0-4-0,0-4-8], [14:0-3-0,0-4-4], [18:0-4-8,0-2-4], [21:0-5-8,Edge], [22:0-4-0,0-5-0], 123:0-4-0,0-4-81, 124:0-3-8,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.23 18-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.48 18-19 >678 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) -0.08 21 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.46 21-22 >844 240 Weight: 454 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except BOT CHORD 2x6 SP No.2 *Except* 2-0-0 oc purlins (4-1-6 max.): 4-10. 7-21,9-16: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-11-14 oc bracing. Except: WEBS 2x4 SP No.2 2-9-0 oc bracing: 19-21 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 3-24, 5-23. 6-22, 6-21, 8-19, 11-14 REACTIONS. (size) 24=0-8-0, 21=0-8-0, 14=0-8-0 Max Horz 24=194(LC 11) Max Uplift 24=-1563(LC 12), 21=-1817(LC 12), 14=-661(LC 12) Max Grav 24=2014(LC 23), 21=3472(LC 2), 14=1764(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-341/857, 2-3=-466/961, 3-4=-2580/4050, 4-5=-2295/3768, 5-6=-2247/3854, 6-7=0/487, 7-8=0/430, 8-9=2896/1351, 9-10=2844/1355, 10-11=2053/930, 11-12=-515/119, 12-13=-391/0 BOT CHORD 1-24=-734/345,23-24=-3290/2289,22-23=-3650/2510,21-22=-2466/1624, 19-21=-1895/772, 7-19=-670/431, 18-19=-816/1759, 9-18=-480/313, 14-15=739/1933, 13-14=0/375 WEBS 2-24=-544/328, 3-24=-2337/3036, 4-23=-1185/512, 5-23=-465/306, 5-22=623/302, 6-22=-1805/1103, 6-21=-2276/2967, 8-19=-2246/851, 8-18=-204/1296, 15-18=-559/2017, 10-18=-580/1334, 10-15=-574/291, 11-14=-1884/1175, 12-14=-486/502 NOTEs- 1) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. electronically signed and II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-0-0, Exterior(2R) 13-0-0 sealed by Velez, Joaquin, PE to 17-2-15, Interior(1) 17-2-15 to 51-0-0, Exterior(2R) 51-0-0 to 55-2-15, Interior(1) 55-2-15 to 64-0-0 zone; cantilever left and right using a Digital Signature. exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this p 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific document are not considered to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signed and sealed and the handling and erection guidance, see Guide to Goad Practice for Handling, Installing & Bracing of Metal Plate Connected Wood signature must be verified Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a on any electronic copies. qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the Joaquin Velez PE No.68182 permanent individual truss member restrainUbracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or MiTek LISA, Inc. FL Cert8634 bracing. 5) Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd. Tampa,FL 33610 6) All plates are MT20 plates unless otherwise indicated. Date: 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 5,2022 Continued on Dacia, 2 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply PROSPERITY T26436004 510897 A4 Hip 1 1 Job Reference (optional) TibbettsiLumber Company, Palm Bay, FL - 32905, NOTES- 8.530 s Dec 62021 Mil ek Industries, Inc. I ue Jan 4 1U:42:43 ZUZZ rage Z ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-W73Lj6VQAzMwl vOGajAesYs_3sgQeiT26D6QBBzym?w 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chard 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1563 lb uplift at joint 24, 1817 lb uplift at joint 21 and 661 lb uplift at joint 14. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek0 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITF11 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 PROSPERITY T26436005 510897 A5 Hip 1 1 Job Reference (optional) I IDDerrs,Lumoer ton►party, f-alm nay, rL - JGyUD, o.00u a — o cvc i .- r cn 1-- Ica, a ice. � uo jai � -. i...ta.t.. wcc , oyo i ID: RVAdaGTCgb4vZb2vlQ7a5lziyFu-TWA68nXgiaceHDYeh8C6jzZJ gPV6g1LZXbXF3zym7u 2-4-0 8.8-0 15.0-0 1 -2 22-6.3 29-2-7 35-11-8 41.5.0 46-10-8 9-0-0 55-4-0 61-8-0 64-0.0 2-4-0 6-4-0 6-4-0 -2- 6-6-3 6-6-3 6-9-1 5-5-8 5-5-8 2-1.8 6-4-0 6.4-0 2-4-0 Scale = 1:111.3 4x4 = 5.00 12 6x6 = 4x4 = 7x8 = 3X4 II 7x8 = 3x4 II 6x6 = 4 5 39 6 40 741 42 8 9 43 10 11 2X4 11 44 4x6 3 12 j312il \,I 236 29 28 27 47 26 48 49 25 50 24 51 23 22 19 18 17 16 15 4x6 = 4x6 = NOP2X STP = 7x8 = 6x6 = 5x6 = 3x4 11 4x4 = NOP2X STP — NOP2X STP = 5x8 = 4x4 = 5x8 = 4x6 = 3x8 II 24-0 49-M 64-0-0 i 2-0.0 8-8-0 22-8-3 29-2-7 35-11-8 36rj-0 46-7-0 46-1p-8 W-10 61-6-0 62,Q-0 , 2-0-0 64-0 %2:-0 7-6-0 6E-3 6-9 64-0 -0 0-0-0 2-1-8 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.21 20-21 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.44 20-21 >895 240 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.07 15 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Wind(LL) 0.12 19 >999 240 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 `Except' 8-23,10-18: 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD WEBS REACTIONS. All bearings 0-8-0 except (jt=length) 24=0-11-5. (lb) - Max Horz 29=-224(LC 10) Max Uplift All uplift 100 lb or less at joints) except 29=414(LC 12), 26=-446(LC 12). 24=-1146(LC 12), 15=-654(LC 12) Max Grav All reactions 250 lb or less atjoint(s) except 29=720(LC 21), 26=1414(LC 17). 24=3635(LC 18), 15=1740(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-328/72, 2-3=341/192, 3-4=-339/364, 4-5=0/747, 5-6=0/981, 6-7=-274/1971, 7-8=-145/402, 8-9=161/389, 9-10=-2219/1069, 10-11=-2184/1070, 11-12=-1812/873, 12-13=-2278/900, 13-14=-273/71 BOT CHORD 1-29=-18/284, 28-29=-205/301, 26-28=615/326, 25-26=-714/366, 24-25=967/384, 23-24=-1902/661, 21-23=-16981680, 8-21=-511/320, 20-21=-528/1370, 10-20=-326/214, 16-17=-678/1991, 15-16=-70/289, 14-15=-70/289 WEBS 2-29=-618/611, 2-28=-259/199, 3-28=609/460, 4-28=-441/1157, 4-26=-917/375, 5-26=-300/486, 5-25=-420/30, 6-25=-106/493, 6-24=-1416/645, 7-24=-2371/1001, 7-23=-904/2565, 9-21=-1755/698, 9-20=-167/1002, 17-20=-584/2160, 11-20=-467/1363, 11-17=-996/330, 12-17=-542/275, 12-16=-196/254, 13-16=-858/1724, 13-15=-1485/963 PLATES GRIP MT20 244/190 46 14 Weight: 489 lb FT = 20% Structural wood sheathing directly applied or 4-9-10 oc purlins, except 2-0-0 oc purlins (4-10-2 max.): 4-11. Rigid ceiling directly applied or 5-2-12 oc bracing. Except: 4-4-0 oc bracing: 21-23 6-0-0 oc bracing: 18-20 1 Row at midpt 5-25, 6-24, 7-24, 7-23, 9-21 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 49-0-0, Exterior(2R) 49-0-0 to 53-2-15, Interior(1) 53-2-15 to 64-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restrainUbracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. rtP YQ drainage to prevent water pondin This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic_ copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33.610 Date: January 5,2022 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 ANS11TP1f 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 PROSPERITY T26436005 510897 A5 Hip 1 1 Job Reference (optional) Tibbetts, Lumber Company, Palm Bay, FL - 32905. tr.SJu s uec b zuzi Nu I eK Inausmes, Inc. I ue uan 4 l U:4z:45 zuzz rage z ID: RVAdaGTCgb4vZb2v1 Q7a5lziyFu-TWA68nXgiaceH DYeh8C6jzxJKgPV6g1 LZXbXF3zym?u NOTES- 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 29, 446 lb uplift at joint 26, 1146 lb uplift at joint 24 and 654 lb uplift at joint 15. 10) Load case(s) 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 25) User defined: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-37=60(F), 4-37=40(F), 4-40=55(F), 11-40=45(F), 11-45=60(F), 14-45=40(F), 29-30=43(F), 26-29=-12(F), 24-26=43(F), 23-24=-12(F), 22-23=-12(F), 20-21=-12(F), 18-19=-12(F), 15-18=-12(F), 15-33=43(F) Horz: 1-37=69(F), 4-37=-49(F), 11-45=69(F), 14-45=49(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use ontywith MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII 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 PROSPERITY T26436006 510897 A6 Hip 1 1 Job Reference (optional) ribbetts1Lumber Corrapany, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:47 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-PvIsZTYxECtM W W 1 pZFao00cCT3MaWMe1 r4dKyzym?s 2-4-0 9-3-0 16-2-0 1 -0 0 z2-1-3 27-2-7 35-11-8 41-7-6 a7-0-0 s4-4-0 61-8-0 s4-0-0 2-4-0 6.11.0 6-11.0 6. 0-0 5.1-3 5-1-3 8.9.1 5-8-0 5-4.8 7-4-0 7-40 2.4.0 6x6 5.00 12 7x8 = 4x4 = 7x8 = 3x4 II 7x8 = 5x6 11 Scale = 1:113.4 25 24 43 2344 45 46 22 49 21 20 17 16 15 14 NOP2X STP = 7x8 NOP2X STP = 8x8 = 5x6 = 3x4 11 6x8 NOP2X STP = 4x6 = 3x8 11 5x8 = 4x6 = 2-4-0 64-M i2-0-0 9-3-0 16-2-0 27-2-7 3LI118 36 0 46-7-0 47A-0 54-0-0 61-8-0 62,Q 0 2-M 6-11-0 6-11-0 11-0-7 8-9-1 0 -8 10-4-0 0. 7-0-0 7-4-11 �� 0-0-0 2-0-0 Plate Offsets (X,Y)— [3:0-4-0,0-4-8], [5:0-4-0,0-3-13], [7:0-4-0,0-4-8], [9:0-4-0,0-4-8], [10:0-3-11,0-2-5], [11:0-4-0,0-4-8], [12:0-5-8,Edge], [18:0-2-8,0-3-12], [22:0-2-4,0-5-4], f24:0-4-0,0-4-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.29 18-19 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.55 18-19 >757 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.09 14 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MS Wind(LL) 0.29 22-23 >441 240 Weight: 487 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except BOT CHORD 2x6 SP No.2 *Except* 2-0-0 oc purlins (5-1-14 max.): 5-10. 8-21,10-16: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-11 oc bracing. Except: WEBS 2x4 SP No.2 4-2-0 oc bracing: 19-21 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 6-22, 7-22, 7-21, 9-19 REACTIONS. All bearings 0-8-0 except Qt=length) 22=0-11-5. (Ib) - Max Horz 25=254(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 25=361(LC 12), 23=-413(LC 12), 22=1219(LC 12), 14=-665(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 25=629(LC 21), 23=1081(LC 17), 22=4148(LC 18). 14=1774(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-332/45, 2-3=-125/403, 3-4=-159/397, 4-5=-34/959, 5-6=-61/921, 6-7=360/2354, 7-8=-234/468, 8-9=-250/459, 9-1 0=-2007/1 011, 10-11=-2262/1005, 11-12=2370/935, 12-13=-356/101 BOT CHORD 1-25=-8/274, 24-25=-223/357, 23-24=9101510, 22-23=15381588, 19-21=18111731, 8-19=-661/411, 18-19=-434/1233, 10-18=-40/335, 14-15=115/387, 13-14=115/387, 21-22=-2311/800 WEBS 2-25=-543/595, 2-24=-329/82, 3-24=649/480, 4-24=-539/1255, 4-23=-1025/656, 5-23=-468/96, 6-23=-10411083, 6-22=1514/420, 7-22=2572/1088, 7-21 =-1 047/3059, 9-19=1567/592, 9-18=-166/950, 15-18=-683/2157, 11-15=-625/424, 12-15=830/1691, This item has been 12-14=-1536/1014 electronically signed and NOTES- sealed by Velez, Joaquin, PE 1) Unbalanced roof live loads have been considered for this design. using a Digital Signature. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. Printed copies of this p II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-0-0, Exterior(2R) 17-0-0 document to 21-2-15, Interior(1) 21-2-15 to 47-0-0, Exterior(21R) 47-0-0 to 51-2-15, Interior(1) 51-2-15 to 64-0-0 zone; cantilever left and right are not considered exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 signed and sealed and the 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signature must be verified to the use of this truss component. on any electroni c co ies. P2 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general Joaquin Velez PE No.6818 handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood MiTek USA, Inc. FL Cert 6634 Trusses ('SCSI"), jointly produced by SBCA and TPL The building owner or the owner's authorized agent shall contract with a 6904 Parke East Blvd. Tampa FL 33610 qualified registered design professional for the design and inspection of the temporary installation restrainUbracing and the Date: permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. January 5,2022 1Z drainage to prevent water ponding. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid far use onlywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall i building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 Qty Ply PROSPERITY T26436006 510897 A6 Hip 1 1 Job Reference o tional Tibbetts, Lumber Company, Palm Bay, FL - 32905, t3.b3u s uec b ZUZ1 mI I eK Industries, Inc. I ue dan 41 u:4Z:4/ Zuzz rage Z ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-PvlsZTYXECtM WNlil pZFao00cCT3MaWMel r4dKyzym?s NOTES- 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 9) Bearing atjoint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 25, 413 Ib uplift at joint 23, 1219 lb uplift at joint 22 and 665 lb uplift atjoint 14. 11) Load case(s) 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 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 Except: 25) User defined: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-33=60(F), 5-33=40(F), 5-36=55(F), 10-36=45(F), 10-41=60(F), 13-41=40(F), 25-26=43(F), 25-44=-12(F), 22-44=43(F), 18-19=-12(F), 16-17=12(F), 14-16=-12(F), 14-29=43(F), 21-22=-12(F), 20-21=12(F) Horz: 1-33=69(F), 5-33=-49(F), 10-41=69(F), 13-41=49(F) Drag:9-10=0(F) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTekO 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436007 510897 A7 Hip 1 1 Job Reference (optional) ribbetis Lumber Crampany, Palm Bay, FL - 32905. 8,530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:50 2022 Page 1 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-pV_?BVbpW7FwN_QcUhoHQ1e5dh4dnsr4jpJlxHzym?p i 2-4-0 6-131.0 19-61-21--00 2191.0.2 7-77--1122 395.31-1128 45-0-0 '"100- 54-1-8 6-8-0 IT 0-0 0.0 9-0-8 -17-3-0 768 2.4.0 Scale = 1:113.8 5.00 FIT7x8 = 2x4 11 7x8 = 3x4 11 6x6 = 3x4 11 26 25 24 2344 45 46 22 21 47 48 20 19 6x10 =16 15 14 13 NOP2X STP —_ 7x8 = NOP2X STP = N0P2X STP = 5x6 = 3x4 I I 6x8 = NOP2X STP = 4x6 = 5x8 = 7x8 = 4x6 = 3x8 11 4x6 = 2-4-0 64-M i2-0-0 9-3-0 16-2-0 26-7-12 35-11-8 36,i-0 46-7-0 46-1p-8 54-1-8 i 21-8-0 62,¢0 i r2-0-0 6-11-0 6-11-0 10512 9-3-12 0. 10-4-0 $7E-8 -0 0-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In floc) Udefl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.30 17-18 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.56 17-18 >754 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.11 13 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Wind(LL) 0.22 21-23 >566 240 PLATES GRIP MT20 244/190 Weight: 485 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins, except BOT CHORD 2x6 SP No.2 'Except* 2-0-0 oc purlins (6-0-0 max.): 5-8. 7-20,9-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. Except: WEBS 2x4 SP No.2 4-2-0 oc bracing: 18-20 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 3-23, 5-21, 6-21, 6-20, 8-18 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 26=-284(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 26=344(LC 12), 23=-416(LC 12), 21=-1224(LC 12), 13=-677(LC 12) Max Grav All reactions 250 lb or less atjoint(s) except 26=572(LC 21), 23=1031(LC 17), 21=4298(LC 18), 13=1788(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/82, 2-3=28/563, 3-4=-232/1326, 4-5=-68/1245, 5-6=-291/2272, 6-7=-2661526, 7-8=-289/527, 8-9=2240/1165, 9-10=-2292/1051, 10-11=2389/946, 11-12=387/114 BOT CHORD 1-26=-40/287, 24-26=-265/365, 23-24=-481/190, 21-23=12401535, 20-21=-2178/753, 18-20=-1853r742, 7-18=-849/534, 17-18=-440/1503, 9-17=-357/334, 13-14=135/424, 12-13=-135/424 WEBS 2-26=-494/581, 2-24=-442/81, 3-24=0/283, 3-23=-1076/448, 4-23=430/367, 5-23=-6/432, 5-21 =1 579/390, 6-21=-2721/1185, 6-20=-102712988, 8-18=17031518, 8-17=-457/1434, 14-17=-687/2175, 10-14=-611/420, 11-14=-818/1665, 11-13=-1554/1039 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. electronically signed and II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 19-0-0, Exterior(2R) 19-0-0 sealed by Velez, Joaquin, PE to 23-2-15, Interior(1) 23-2-15 to 45-0-0, Exterior(2R) 45-0-0 to 49-2-15, Interior(1) 49-2-15 to 64-0-0 zone; cantilever left and right using a Digital Signature. exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this p 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific document to the use of this truss component. are not considered 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signed and sealed and the handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood signature must be verified Trusses ('SCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a on any electronic copies. ct Cron qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the Joaquin Velez &2 P; permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or Iric. FL Cert182 MiTek USAlez 6834 bracing. 5) Provide adequate drainage to prevent water ponding. 6904 Parke East Blvd. Tampa.FL 33610 6) All plates are MT20 plates unless otherwise indicated. Date: 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 5,2022 Continued on Daoe 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i■�o• 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/TPIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436007 510897 A7 Hip 1 1 Job Reference (optional) TibbetlsrLumber Corwpany, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:50 2022 Page 2 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-pU_?BVbpW7FwN_QcUhoH Qt e5dh4dnsr4jpJ IxHzym?p NOTES- 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. , 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint 26, 416 lb uplift at joint 23, 1224 Ib uplift at joint 21 and 677 lb uplift at joint 13. 10) Load case(s) 25 hasihave been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 25) User defined: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-34=60(F), 5-34=40(F), 5-37=55(F), 8-37=45(F), 8-42=60(F), 12-42=40(F), 26-27=43(F), 26-44=-12(F), 44-47=43(F), 20-47=-12(F), 19-20=12(F), 17-18=-12(F), 15-16=-12(F), 13-15=-12(F), 13-30=43(F) Horz: 1-34=69(F), 5-34=-49(F), 8-42=69(F), 12-42=49(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 Mi rek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSVTPl1 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 PROSPERITY T26436008 510897 A8 Hip 1 1 Job Reference (optional) ribbettl Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:42:54 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-iFD W1 seKaLlMsbkNjXtDatpoPIRGjgZgeRHV42zym?I i 2-4-0 9-3-0 16-2-0 i 21-0.0 i 26-7-12 i 35-11.8 i 43-0-0 46-10-8 54-1-8 61-8-0 64-0-0 2.4-0 6-11-0 6Afl 4-10-0 5-7-12 9-3.12 7-0-8 3.10-8 7.3.0 ' 7-6-8 '2 Scale = 1:113.8 5.00 FIT 6x6 = 7x8 = 3x4 II sx6 = r7 ci M 12 I' 1N 1 25 24 23 2242 43 44 21 47 48 20 19 6x10 =16 15 14 13 NOP2X STP —_ 4x4 = NOP2X STP = NOP2X STP = 5x6 = 3x4 11 6x8 = NOP2X STP = 4x6 = 4x6 = 8x8 = 4x6 = 3x8 11 5x8 = 2-0-0 64-M i2-0-0 9-3-0 i 16-2-0 26-7-12 35-11.8 36,y-0 46-7-0 46-1p-8 54-1-6 , 61-8-0 62rW-0 , 2.0-0 6-11-0 6-11-0 105-12 9-3-12 0. 10-0-0 7-3-0 7-6-8 0-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.32 17-18 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.57 17-18 >738 240 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.27 21-22 >472 240 PLATES GRIP MT20 2441190 Weight: 491 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins, except BOT CHORD 2x6 SP No.2 'Except* 2-0-0 oc purlins (6-0-0 max.): 5-8. 7-20,9-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. Except: WEBS 2x4 SP No.2 4-0-0 oc bracing: 18-20 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 3-22, 5-21, 6-21, 6-20, 8-18 REACTIONS. All bearings 0-8-0. (lb) - Max Horz 25=314(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) except 25=-344(LC 12). 22=-456(LC 12), 21=-1169(LC 12), 13=-690(LC 12) Max Grav All reactions 250 lb or less at joints) except 25=602(LC 21), 22=1000(LC 17), 21=4341(LC 18), 13=1798(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/73, 2-3=80/544, 3-4=-228/1289, 4-5=38/1223, 5-6=-162/2102, 6-7=-282/558, 7-8=-293/552, 8-9=-2328/1235, 9-10=-2327/1083, 10-11=2407/960, 11-12=390/118 BOT CHORD 1-25=-33/286, 24-25=-288/398, 22-24=463/203, 21-22=-13751546, 18-20=-1875/732, 7-18=-772/491, 17-18=-317/1113, 9-17=-498/406, 13-14=139/428, 12-13=139/428, 20-21=-2031/684 WEBS 2-25=-520/584, 2-24=-432/98, 3-24=0/266, 3-22=-1042/443, 4-22=-551/435, 5-22=-61/676, 5-21=-1461/347, 6-21=-2705/1129, 6-20=-950/2910, 8-18=1463/465, 8-17=-592/1738, 14-17=-697/2196, 10-14=-610/424, 11-14=-831/1677, 11-13=-1564/1049 NOTEs- 1) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. electronically signed and II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 21-0-0, Exterior(2R) 21-0-0 sealed by Velez, Joaquin, PE to 25-2-15, Interior(1) 25-2-15 to 43-0-0, Exterior(2R) 43-0-0 to 47-1-5, Interior(1) 47-1-5 to 64-0-0 zone; cantilever left and right using a Digital Signature. exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this p 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific document are not considered to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signed and sealed and the handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood signature must be verified Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a on any, electronic copies. qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the Joaquin Velez PE No.68182 permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or MiTek USA, Inc. FL Cert 6834 bracing. 5) Provide adequate drainage to prevent water ponding. 6904,Parke East Blvd. Tampa,FL 33610 6) All plates are MT20 plates unless otherwise indicated. Date: 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 5,2022 Continued on Daae 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11rPl1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intonation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436008 510897 A8 Hip 1 1 Job Reference o tional Tibbetts, Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MI I eK Industries, Inc. I ue Jan 4 1 U:4Z:54 ZUZZ I -age Z ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-iFDW1 seKaLlMsbkNjXtDatpoPIRGjgZgeRHV42zym71 NOTES- 8) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint 25, 456 lb uplift at joint 22, 1169 lb uplift at joint 21 and 690 lb uplift at joint 13. 11) Load case(s) 25 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) 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 Except: 25) User defined: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-33=60(F), 5-33=40(F), 5-36=55(F), 8-36=45(F), 8-40=60(F), 12-40=40(F), 25-26=43(F), 25-42=-12(F), 42-47=43(F), 17-18=-12(F), 15-16=12(F), 13-15=-12(F), 13-29=43(F), 20-47=-12(F), 19-20=12(F) Horz: 1-33=-69(F), 5-33=49(F), 8-40=69(F), 12-40=49(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not I 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 Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436009 510897 A9 Hip 1 1 Job Reference (optional) ribbelt; Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 5 2021 MI I eK Industries, Inc. I ue Jan 4 1 u:42:51i 2U22 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-edLGSYfa6z745vumryviflu646A6Babz5lmcBwzym7j 2-4-0 16-2-8 23-0-0 32-0-0 41-0-0 48-7-8 55-0-0 61-8-0 64-0-0 2-4-0 7-1-0 9-0-0 7-7 6-B-0 2-40 d 6x8 = 5.00 12 2x4 11 6x8 = 24 23 P2 21 4X4 = IX14 MIZUMZS = 4X4 = 15 14 13 12 NOP2X STP = 7x12 = 4x4 11 7x14 MT20HS = 4x6 = Scale = 1:113.9 4X4 11 7x12 = NOP2X STP = 4x6 = 2-4-0 64-0-0 2-H 9-54 16-2-8 16r¢0 23-0-0 32-0-0 41-0-0 46-0-0 48r7-8 55-0-0 61-8-0 62rQ-0 2-0-07-1-0 6-9-8 0- -a 6E-0 9-0-0 7.4-0 0- -8 6-8-0 0-k'-0 ' 04-0 2-0-0 Plate Offsets (X,Y)— [2:0-3-4,0-4-0], [3:0-4-0,0-4-8], [9:0-4-0,0-4-8], [10:0-3-4,0-4-0], [13:0-4-12,0-2-4], [14:0-2-0,0-0-0], [16:0-9-4,0-4-8], [18:0-7-0,0-4-8], [20:0-9-4,0-4-8], 122:0-2-0 0-0-8] [23.0-3-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.63 17-18 • >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -1.13 18-19 >629 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.52 12 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Wind(LL) 0.59 18 >999 240 Weight: 488 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied, except 5-7: 2x6 SP DSS 2-0-0 oc purlins (3-0-9 max.): 5-7. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. Except: 4-22,8-14: 2x4 SP No.2, 18-20,16-18: 2x6 SP DSS 10-0-0 oc bracing: 20-22, 14-16 WEBS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 2-23, 20-23, 4-19, 8-17, 13-16, 10-13 2-23,20-23,13-16,10-13: 2x4 SP SS REACTIONS. (size) 24=0-8-0, 12=0-8-0 Max Horz 24=-343(LC 10) Max Uplift 24=-1383(LC 12), 12=-1277(LC 12) Max Grav 24=3672(LC 17), 12=3672(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-647/97, 2-3=5983/2186, 3-4=8659/3248, 4-5=-6752/2667, 5-6=-6711/2793, 6-7=-6711/2793, 7-8=-6720/2657, 8-9=8829/3341, 9-10=5912/2152, 10-11=620/192 BOT CHORD 1-24=-1221661, 23-24=-200/918, 4-20=-330/1405, 19-20=2672/8126, 18-19=-192616272, 17-1 8=-1 920/6057, 16-17=2778/8050, 8-16=324/1385, 12-13=-198/634, 11-12=-198/634 WEBS 2-24=-3308/1636, 2-23=-1902/4773, 3-23=-2271/982, 20-23=-1887/5739, 3-20=-830/2527, 4-19=-2222/899, 5-19=-382/1537, 5-18=-347/1172, 6-18=-918/556, 7-18=-344/1172, 7-17=-354/1476, 8-17=-2385/981, 13-16=-1859/5456, 9-16=-967/2819, 9-13=234611021, 10-13=-189314742,10-12=3306/1620 NOTES- 1) Unbalanced roof live loads have been considered for this design. This Item has been 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Dpsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. electronically signed and II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 23-0-0, Exterior(2R) 23-0-0 sealed by Velez, Joaquin, PE to 27-2-15, Interior(1) 27-2-15 to 41-0-0, Exterior(2R) 41-0-0 to 45-2-15, Interior(1) 45-2-15 to 64-0-0 zone; cantilever left and right using a Digital Signature. exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this p 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific document are not considered to the use of this truss component. 4) WARNING: This long span truss requires extreme Care and experience for proper and safe handling and erection. For general signed and sealed and the handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood signature must be verified Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owners authorized agent shall contract with a on any electronic copies. qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the Joaquin Velez PE'No.6818 permanent individual truss member restraint/bracing. bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or MiTek USA, Inc. FL Cert 8634 bracing. 5) Provide adequate drainage to prevent water ponding. '6904 Parke.East Blvd. Tampa.FL 33610 Date: 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 5,2022 Continued on Dacie 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1rP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436009 510897 A9 Hip 1 1 Job Reference (optional) Tibbetts Lumber Cwmpany, Palm Bay, FL - 32905, ts.53u s uec a zun mil eK Inausmes, Inc. I ue dan 4 IU:4L:00 GULL rage c ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-edLGSYfa6z?45vumryviflu646A6Babz5lmc8wzym7j NOTES- 8) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1383 lb uplift at joint 24 and 1277 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 PROSPERITY T26436010 510897 A10 Hip 1 1 Job Reference (optional) Tibbetts, Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. I ue Jan 410:42:12 2022 Page 1 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-wAhdDV7 TRSJpBWGi6NtO4e4M93tgEU_v6HcUzymOP i 2-4-0 8-7-12 14-6-0 i 19-11-12 25-0-0 32-0-0 39-0-0 i 48-7-8 _ i 55-0.0 , L-8-0 i64.0.0� r2-4-0 6-3-12 6-0-4 5-3-12 5-0-4 7-0.0 7-0-0 9-7-8 6-4-8 6-8-0 '2-4-0 ' 5.00 12 25 24 23 22 4X0 — oXo — 9Xo — 16 15 14 13 NOP2X STP = 7x12 = 4x4 11 Bx12 MT20HS = 4x6 = Scale = 1:113.9 6x6 = 2x4 11 6x8 = r 0 12 Ivs c5 d 4x4 11 7x12 = NOP2X STP = 4x6 = 24-0 64-0-0 ,2-0-0 8-7-12 14-8-0 25-0-0 32-0-0 39-0-0 484-0 48r7-8 55-0-0 61-80 62rQ-0 ,114.1N-8 2-" 6-3-12 6-0-0 0-3-8 10-0-8 7-0-0 7-0-0 94-0 03-8 6-0-e O�r=O ' 04.0 2-0-0 Plate Offsets (X,Y)— [2:0-3-4,0-4-0], [3:0-4-0,0-4-8], [10:0-4-0,0-4-8], [11:0-3-4,0-4-0], [14:0-4-12,0-2-4], [15:0-2-0,0-0-0], [17:0-9-4,0-4-8], [19:0-4-0,Edge], [21:0-4-4,0-5-0], [23:0-2-0 0-0-8] [24:0-3-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.66 20-21 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -1.17 20-21 >606 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.52 13 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MS Wind(LL) 0.57 19 >999 240 Weight: 499 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 8-10: 2x6 SP DSS 2-0-0 oc purlins (2-7-7 max.): 6-8. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. Except: 4-23,9-15: 2x4 SP No.2, 19-21,17-19: 2x6 SP DSS 10-0-0 oc bracing: 21-23, 15-17 WEBS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 2-24, 5-20, 7-19, 14-17, 11-14 2-24,21-24,9-18,14-17,11-14: 2x4 SP SS 2 Rows at 1/3 pts 9-18 REACTIONS. (size) 25=0-8-0, 13=0-8-0 Max Horz 25=-373(LC 10) Max Uplift 25=-1383(LC 12), 13=-1277(LC 12) Max Grav 25=3698(LC 17), 13=3675(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-573/79, 2-3=5903/2129, 3-4=9044/3306, 4-5=-9059/3447, 5-6=-6350/2569, 6-7=-6039/2567, 7-8=-6039/2567, 8-9=6376/2523, 9-10=8885/3367, 10-11=5905/2144, 11-12=-631/199 BOT CHORD 1-25=-83/576, 24-25=-185/846, 4-21=-470/346, 20-21=-2225/6948, 19-20=1755/5929, 18-19=-1763/5710, 17-18=-2819/8134, 9-17=-288/1397, 13-14=-208/650, 12-13=-208/650 WEBS 2-25=-3322/1599, 2-24=-1905/4817, 3-24=-2528/1035, 21-24=-1843/5795, 3-21=-954/2963, 5-21=-786/2407, 5-20=-1626/758, 6-20=-494/1763, 6-19=-241/841, 7-19=-698/415, 8-19=-219/841, 8-18=340/1475, 9-18=-2790/1153, 14-17=1844/5480, 10-17=-1014/2897, 10-14=2345/1012, 11-14=1873/4715, 11-13=3321/1628 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically Signed and 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45f; L=24ft; eave=7ft; Cat. sealed by Velez, Joaquin, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 25-0-0, Exterior(21R) 25-0-0 using a Digital Signature. to 29-2-15, Interior(1) 29-2-15 to 39-0-0, Exterior(2R) 39-0-0 to 43-2-15, Interior(1) 43-2-15 to 64-0-0 zone; cantilever left and right Printed copies of this p exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 document are not considered 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. signed and sealed and the 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signature must be verified handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood on any electronic copies. Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a 2 Joaquin Velez PE No.fi8182 o.68 n Velezc. qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the MITek FL 6634 MiTeParke permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or 691114 East I'L Cott PL 33810 bracing. 5) Provide adequate drainage to prevent water ponding. Date: 6) All plates are MT20 plates unless otherwise indicated. January 5,2022 (766fknisddtrn7 baed)Ben desiclned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-7473 rev. 5/19/2020 BEFORE USE. ` Design valid for use only with MTek9 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436010 510897 A10 Hip 1 1 Job Reference (optional) I Ibbetts Lumber l;o{npany, Palm Bay, F-L - 3;Mb, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:12 2022 Page 2 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-wAhdDV7_TRSJp8WIGi6NtO4e4M93tgEU_v6HcUzymOP NOTES- 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1383 lb uplift at joint 25 and 1277 lb uplift at joint 13. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436011 510897 A11 Piggyback Base 1 1 Job Reference (optional) Tibbetp Lumber Co npany, Palm Bay, FL - 32905. 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:14 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-tYpOeB9E?3j 13SghN79ryR9yFAgwLaXnRDbOgMzymON i '2 4--8-5-132-0-0 7-1111 84.8117-5-00 6-8 640 4 614 2.0I -1-2 7-7.11 7-7-A 6-4-8 185 0 7x8 = 5.00 12 2x4 11 6x8 = Scale = 1:113.9 0 d 24 23 22 21 bXb = dxd = 4x4 = 15 14 13 12 NOP2X STP = 7x12 = 4x4 11 4x6 = 4x4 II 7x12 NOP2X STP = 4x6 = 24-0 64-0-0 �2-0-0 8-5-12 Al ! 0 14,7.8 24-0-5 32-0-0 39-7-11 4840 48r7-8 55-0-0 61-8-0 62� 2-0-0 rr 6-1-12 5-10-0 0-5�-8 9-8-13 r 7-7-11 7-7-11 B-8-5 0- I, 6-8-0 0 -0 0-0-0 2-0-0 Plate Offsets (X,Y)— [2:0-3-4,0-4-0], [3:0-4-0,0-4-8], [9:0-4-0,0-4-8], [10:0-3-4,0-4-0], [13:0-4-12,0-2-4], [14:0-2-0,0-0-0], [16:0-9-4,0-4-8], [18:0-4-O,Edge], [20:0-9-0,0-4-12], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) . -0.59 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -1.08 19-20 >662 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.54 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.56 18 >999 240 Weight: 489 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 3-5,7-9: 2x6 SP DSS 2-0-0 oc purlins (2-6-3 max.): 5-7. BOT CHORD 2x6 SP DSS *Except* BOT CHORD Rigid ceiling directly applied or 5-0-2 oc bracing. Except: 1-21,11-15: 2x6 SP No.2, 4-22,8-14: 2x4 SP No.2 10-0-0 oc bracing: 20-22, 14-16 WEBS 2x4 SP No.2 'Except' WEBS 1 Row at midpt 13-16, 10-13 2-23,20-23,4-19,13-16,10-13: 2x4 SP SS 2 Rows at 1/3 pts 4-19, 8-17 REACTIONS. (size) 24=0-8-0, 12=0-8-0 Max Horz 24=-364(LC 10) Max Uplift 24=-1383(LC 12), 12=-1277(LC 12) Max Grav 24=3664(LC 17), 12=3663(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-572/85, 2-3=-5781/2096, 3-4=9399/3507, 4-5=-6498/2555, 5-6=-6195/2629, 6-7=-6195/2629, 7-8=-6452/2566, 8-9=8829/3357, 9-10=5887/2147, 10-11=625/197 BOT CHORD 1-24=-96/584, 23-24=-192/851, 4-20=-296/1511, 19-20=2988/8927, 18-19=-1825/6010, 17-18=-1814/5790, 16-17=-2802/8067, 8-16=-299/1391, 12-13=-204/643, 11-12=-204/643 WEBS 2-24=-3317/1608, 2-23=-1858/4687, 3-23=-2653/1073, 20-23=-1824/5710, 3-20=-1210/3459, 4-19=-310611243, 5-19=-313/1465, 5-18=-243/918, 6-18=-740/436, 7-18=-247/922, 7-17=-345/1470, 8-17=2648/1092, 13-16=-1850/5454, 9-16=996/2853, 9-13=-2337/1016, 10-13=-1880/4707, 10-12=-3307/1626 Noyes- 1) Unbalanced roof live loads have been considered for this design. This item has been 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. electronically signed and II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 24-4-5, Exterior(2R) 24-4-5 sealed by Velez, Joaquin, PE to 28-7-3, Interior(1) 28-7-3 to 39-7-11, Exterior(2R) 39-7-11 to 43-10-10, Interior(1) 43-10-10 to 64-0-0 zone; cantilever left and right using a Digital Signature. exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this p 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. document are not considered 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signed and sealed and the handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood signature must be verified Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a ctr electronic on any, electronic copies. qualified registered design professional for the design and inspection of the temporary installation restrainUbracing and the Joaquin Velez o82 permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or MiTek USA, Inc. FL CCarl 6834 bracing. 5) Provide adequate drainage to prevent water ponding. 8904Parke East Blvd. Tampa,FL 33,610 6) All plates are MT20 plates unless otherwise indicated. Date; 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. January 5,2022 Continued on Daae 2 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MlTek® 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 pal 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 qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436011 510897 All Piggyback Base 1 1 Job Reference (optional) Tibbett§ Lumber Company, Palm Bay, FL - 32905. 8.530 s Uec 6 2021 Mfrek Industries, Inc. I ue Jan 4 1U:42:14 2U2Z rage 2 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-tYpOeB9E?3jl3SghN79ryR9yFAgwLaXnRDbOgMzymON NOTES- 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1383 lb uplift at joint 24 and 1277 lb uplift atjoint 12. 10) Graphical puriin representation does not depict the size or the orientation of the,purlin along the top and/or bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf 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 PROSPERITY T26436012 510897 Al2 Piggyback Base 6 1 Job Reference (optional) Tibbetts Lumber Ccmpany, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:15 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-LIMmrXAsmMrugcFtxrg4VfiBtaCu4OLwgtKxDozymOM i 2-4-0 9-5-0 16-2-8 24-4.5 32.0-0 i 39-7-11 i 43-11-14 i 48-7-8 i 55-0.0 i 61-8-0 �64-0; 2-4-0 8-1-13 7-7-11 7-7-11 4-4-2 4-7-10 6-4-5 2-4-0 v� O 6x8 = 5.00 12 2X4 11 6x6 = 25 24 23 22 4x4 = 8x8 = 4x5 = 16 15 14 13 NOP2X STP = 8x12 = 4x4 11 4x6 = 4x4 II 7x12 Scale = 1:113.9 NOP2X STP = 4x6 = 0 2-0-0 64-U �2-0-0 9-5-0 16-2-8 16-0 24-4-5 32-0-0 39-7-11 , 48-0-0 48r7-8 55-0-0 i 61-8-0 62�-0� 2r -M n 7-1-0 6-9-8 0 -8 7-10-5 7-7-11 7-7-11 8-8-5 0. -8 6-0-8 6-8-0 -0 0-0-0 2-0-0 Plate Offsets (X,Y)— [2:0-3-4,0-4-0], [3:0-3-0,0-5-0], [10:0-4-0,0-4-8], [11:0-3-4,0-4-0], [14:0-5-0,0-2-4], [15:0-2-0,0-0-0], [17:0-5-0,0-4-4], [19:0-4-0,Edge], [21:0-9-0,0-4-8], 123:0-2-0,0-0-81[24:0-3-12,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.61 17-18 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -1.10 17-18 >650 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.50 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(ILL) 0.56 19 >999 240 Weight: 500 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 3-5: 2x6 SP DSS 2-0-0 oc purlins (2-4-15 max.): 5-7. BOT CHORD 2x6 SP DSS `Except* BOT CHORD Rigid ceiling directly applied or 5-3-8 oc bracing. Except: 1-22,12-16: 2x6 SP No.2, 4-23,9-15: 2x4 SP No.2 10-0-0 oc bracing: 21-23, 15-17 WEBS 2x4 SP No.2 `Except* WEBS 1 Row at midpt 2-24, 21-24, 4-20, 8-18, 14-17, 11-14 2-24,21-24,14-17,11-14: 2x4 SP SS REACTIONS. (size) 25=0-8-0, 13=0-8-0 Max Horz 25=364(LC 11) Max Uplift 25=-1383(LC 12), 13=-1277(LC 12) Max Grav 25=3677(LC 17), 13=3697(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-664/109, 2-3=-5977/2174, 3-4=8703/3261, 4-5=-6497/2573, 5-6=-6255/2634, 6-7=-6255/2634, 7-8=-6442/2614, 8-9=8667/3372, 9-10=-8656/3235, 10-11=-5969/2161, 11-12=-613/186 BOT CHORD 1-25=-140/686, 24-25=-218/959, 4-21=313/1430, 20-21=2690/8199, 19-20=1819/6030, 18-19=-1801/5844, 17-18=2201/6640, 9-17=-467/343, 13-14=-188/622, 12-13=-188/622 WEBS 2-25=-3330/1648, 2-24=-1869/4735, 3-24=-2312/988, 21-24=-1920/5B86, 3-21 =-81 6/2486, 4-20=-2475/998, 5-20=-374/1526, 5-19=-258/940, 6-19=-772/470, 7-19=-270/939, 7-18=-500/1707, B-1 B=-15141713, 8-17=-744/2142, 14-17=-1856/5506, 10-17=-846/2607, 10-14=-2284/995,11-14=-1912/4812,11-13=-3318/1613 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically signed and 2) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. sealed by Velez, Joaquin, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 24-4-5, Exterior(2R) 24-4-5 using a Digital Signature. to 28-7-3, Interior(1) 28-7-3 to 39-7-11, Exterior(2R) 39-7-11 to 43-11-14, Interior(1) 43-11-14 to 64-0-0 zone; cantilever left and right printed copies of this p exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 document 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific are not considered to the use of this truss component. signed and sealed and the 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signature must be verified handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood on any electronicopIeS. c Trusses ('SCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a Joaquin Velez PE N0.68182 qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the MITek USA, Inc. FL Cert6634 permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or 6904.Parke East Blvd. Tempa,FL 33610 bracing. Date: 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. January 5,2022 (76fif tiaddian beed)aen desiqned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. • Design valid for use only with MTekO 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 ii��Y�■ 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 ANS11rPl1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436012 510897 Al2 Piggyback Base 6 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, ti.b3U s Uec b 2U21 MI I eK Industries, Inc. I ue Jan 4 l U:42:lb ZUZZ rage z ID: RVAdaGTCgb4vZb2v1 Q7a5lziyFu-pxw83tAUXgzllmg4VYBJ2sEMd_Y7pTa4vX4UIFzymOL NOTES- 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1383 lb uplift at joint 25 and 1277 lb uplift at joint 13. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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 ANSUIP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436013 510897 A13 Piggyback Base 4 1 Job Reference (optional) fibbelts Lumber Carmpany, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:17 2022 Page 1 i 2-4-0 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-H7U WGDB61_5cwvPG2FiYa4nW3Ns7Yw26D-74B-p2i HhzymOK 9-5-16-6-0 32-0-0 -77-111 46-3.14 53-13-10 57-4-0 8-4-000 -0-8 6 7-7-112-4-0 44002 ai 0 Scale = 1:113.6 6x8 = 5.00 12 2x4 11 6x6 = 26 25 24 23 Bx12 MT20HS = 4xt$ = /x14 MIZUHJ = oxo = 16 15 14 13 NOP2X STP - Bx12 = 4x4 11 4x4 11 NOP2X STP = 4x6 = 10x10 = 46 = 0 W 2-0-0 64-M i 2-0-09-5-0 16-243 24-0-5 32-0-0 39-7-11 46-3-14 53-0-0 53r'�-8 57-0-0 61-8-0 62r0-0 2-0-0 7-1-0 6-9-8 8-1-13 7-7-11 7-7-11 6-8-2 643-2 0-� 8 4-0-8 4-4-0 0 -0 04-0 2- Plate Offsets (X,Y)-- [2:0-3-4,0-4-0], [3:0-3-0,0-4-12], [9:0-4-0,0-4-8], [11:0-34,0-4-0], [15:0-2-0,0-0-0], [19:0-7-0,0-4-8], [21:0-6-0,0-4-8], [22:0-9-0,0-4-8], [24:0-2-0,0-0-8], [25:0-4-0 0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.66 19-20 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -1.18 19-20 >602 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.60 13 n/a n/a BCDL 10.0 Cade FBC2020/TPI2014 Matrix -MS Wind(LL) 0.61 19-20 >999 240 Weight: 494 lb FT = 20% LUMBER- EIRACING- TOP CHORD 2x6 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins, 3-5: 2x6 SP DSS except BOT CHORD 2x6 SP DSS *Except* 2-0-0 oc purlins (2-5-0 max.): 5-7. 1-23,12-16: 2x6 SP No.2, 4-24,9-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. Except: WEBS 2x4 SP No.2 *Except* 10-0-0 oc bracing: 22-24, 15-17 2-25,22-25,14-17,10-17: 2x4 SP SS WEBS 1 Row at midpt 2-25, 22-25, 4-21, 8-19, 9-18 REACTIONS. (size) 26=0-8-0, 13=0-8-0 Max Horz 26=364(LC 11) Max Uplift 26=-1383(LC 12), 13=-1277(LC 12) Max Grav 26=3661(LC 17), 13=3665(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-661/109, 2-3=-5946/2175, 3-4=-8651/3262, 4-5=-6499/2590, 5-6=-6207/2633, 6-7=-6207/2633, 7-8=-6414/2603, 8-9=7887/3045, 9-1 0=-1 0599/3888, 10-11=-5240/1867, 11-12=-508/159 BOT CHORD 1-26=-140/683, 25-26=-218/956, 4-22=-316/1423, 21-22=-2691/8151, 20-21=1821/5980, 19-20=-1808/5753, 18-19=-2441/7182, 17-18=3377/9739, 9-17=368/1512, 13-14=-135/500, 12-13=-135/500 WEBS 2-26=-3315/1648, 2-25=-186914709, 3-25=-2298/989, 22-25=-1921/5853, 3-22=-817/2467, 4-21=-2439/991, 5-21=-384/1525; 5-20=-252/950, 6-20=-768/465, 7-20=-259/965, 7-19=-445/1560, 8-19=-1942/808, 8-18=-248/1171, 9-18=-2733/992, 14-17=-1676/5053, 10-1 7=-1 821/5095, 10-14=-3366/1314, 11-14=-173314337, 11-13=-3241/1508 This item has been NOTES- electronically signed and 1) Unbalanced roof live loads have been considered for this design. Sealed by Velez, Joaquin, PE 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 13=45ft; L=24ft; eave=7ft; Cat using a Digital Signature. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 24-4-5, Exterior(2R) 24-4-5 Printed copies of this p to 28-7-3, Interior(1) 28-7-3 to 39-7-11, Exterior(2R) 39-7-11 to 43-10-10, Interior(1) 43-10-10 to 64-0.0 zone; cantilever left and right document are not considered 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 signed and sealed and the to the use of this truss component. signature must be verified 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general on any electronic copies. handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood 8182 ;Joaquin Velez PE No.6i Trusses ('SCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a MiTek USA, Inc FL Cert,6634 qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the `6804.Parke East Blvd: Tampa.FL 33610 permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or Data: bracing. 5) Provide adequate drainage to prevent water ponding. January 5,2022 AIhraffltattlasad -M0 plates unless otherwise indicated ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. r' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �`f 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. Safety Information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436013 510897 A13 Piggyback Base 4 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, NOTES- 8.530 S Dec 6 ZU21 MI I eK Industries, Inc. I ue Jan 4 1 U:42:11 2U22 rage 2 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-H7UWGDB61_5cwvPG2FiYa4nW3Ns7Yw2D7Bp2HhzymOK 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1383 lb uplift at joint 26 and 1277 lb uplift at joint 13. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand 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 ANSI1TP11 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 PROSPERITY T26436014 510897 A14 Piggyback Base 1 1 Job Reference (optional) Tibbetts Lumber Ccsnpany, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:42:19 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-DWcHhuDNgbLK9DZfAgkOfVspOBX_OgvWbUl9MazymOl 2-4-0 -0 6-2.8 2445 32-0-0 3-7-111 24211ei 51-90 .6-IT 0-0' -13950 7-7-11 -1190 2-4-02-4-0 7-1.13 Scale = 1:113.5 5.00 16x8 =2 2x4 II 7x8 = 3x4 II 5 32 33 6 34 35 7 8 23 22 21 20 4x4 = 8x8 = 15 14 13 12 NOP2X STP — 8x12 = 4x4 11 5x6 11 7x14 MT20HS = NOP2X STP = 4x6 = 4x6 = O 11 c o iV) N O 24-0 64-0-0 ,2-M 9-5-0 16-2-8 16,0-0 24-0-5 32-0-0 41-10-0 42 -8 51-11-0 61-8-0 62,Q-0 2-0-0 7-1-0 6-9-8 0- -8 7-10-5 7-7-11 9-10-0 0- 8 9-9-8 9-9-0 0- -0ir�� 04-0 2-0-0 Plate Offsets (X,Y)-- [2:0-3-4,0-4-0], [3:0-3-0,0-5-0], [9:0-3-8,0-4-8], [10:0-2-12,0-5-0], ]13:0-7-0,0-3-0], [14:0-3-0,0-0-0], [16:0-5-0,0-4-12], [17:0-3-0,Edge], [19:0-9-0,0-4-8], [21:0-2-0,0-0-8] [22:0-3-12,0-2-12] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.65 16-17 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -1.16 16-17 >613 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.43 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.55 16-17 >999 240 Weight: 500 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 3-5: 2x6 SP DSS 2-0-0 oc purlins (2-5-0 max.): 5-7. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-21,8-14: 2x4 SP No.2, 17-19,16-17: 2x6 SP DSS 5-3-8 oc bracing: 18-19 WEBS 2x4 SP No.2 'Except' 6-4-13 oc bracing: 17-18 2-22,19-22,13-16: 2x4 SP SS 6-5-3 oc bracing: 16-17. 10-0-'0 oc bracing: 19-21, 14-16 WEBS 1 Row at midpt 2-22, 19-22, 4-18, 13-16, 10-13 REACTIONS. (size) 23=0-8-0, 12=0-8-0 Max Horz 23=364(LC 11) Max Uplift 23=-1382(LC 12), 12=-1278(LC 12) Max Grav 23=3671(LC 17), 12=3672(LC 1 B) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-663/109, 2-3=-5964/2173, 3-4=-8683/3259, 4-5=-6469/2572, 5-6=-6266/2631, 6-7=-6256/2624, 7-8=-6935/2927, 8-9=6981/2735, 9-10=-6221/2323, 10-11 =-1 098/301 BOT CHORD 1-23=-139/685, 22-23=-218/957, 4-19=-312/1438, 18-19=-2688/8182, 17-18=-1818/6006, 16-17=-1806/5730, 8-16=-624/501, 12-13=-370/1152, 11-12=-370/1152 WEBS 2-23=-3324/1647, 2-22=-1867/4724, 3-22=-2307/988, 19-22=-1918/5878, 3-19=-815/2479, 4-18=-2484/997, 5-18=-377/1484, 5-17=-255/977, 6-17=772/473, 7-17=-249/1013, 7-16=-795/2038, 13-16=-1961/5567, 9-16=-100/953, 9-13=-1397/725. 10-13=-1814/4485, 10-12=-3276/1798 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically Signed and 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. sealed by Velez, Joaquin, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 24-4-5, Exterior(2R) 24-4-5 using a Digital Signature. to 28-7-3, Interior(1) 28-7-3 to 39-7-11, Exterior(2R) 39-7-11 to 43-10-10, Interior(1) 43-10-10 to 64-0-0 zone; cantilever left and right Printed copies Of this p exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 document 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific are not considered to the use of this truss component. signed and sealed and the 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signature must be verified handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood on any electronic copies. Trusses ('SCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a Joaquin Vetez PErNo.68182 qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the MiTek USA,Inc. FL,Cert 6834 permanent individual truss member restrainUbracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or 6904 Parke;East Blvd. Tampa,FL 33610 bracing. 5) Provide adequate drainage to prevent water ponding. Date: 6) All plates are MT20 plates unless otherwise indicated. January 5,2022 ffdnTilNsddlan bae(reen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 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?Plf 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 Jo0897 Truss Tru Qty Ply PROSPERITYT26436014 rPiggybackase 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905. 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:19 2022 Page 2 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-D WcHhuDNgbLK9DZfAgkOfVspOBX_OgvWbUl9MazymOl NOTES- 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1382 lb uplift at joint 23 and 1278 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51IM020 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 ANSIITPlf 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 PROSPERITY T26436015 510897 A15 Hip 1 1 Job Reference (optional) Tibbe[ts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:20 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-hiAfuEE?bvTBnNBrkOGFCiP?pbtHIH7fg82iuOzymOH 16-2-8 24-1.0 32.0-0 39-11-0 A2-1-Bi 51-11-0 61-8-0 i64-0-0� 2-4-0 7.1-0 6-9-8 7-10-8 7-11-0 7-11-0 2-2.8 9-9.8 9-9-0 2-4-0 Scale=1:113.5 5.00 12 US = 2x4 II 7x8 = 3x4 11 5 32 33 6 34 35 7 8 5x6 � 31 36 4 7x8 7x8 9 0 3 37 0 10x14 \\ 10x14 2 30 1 19 10 16 7x14 M — 10x20 MT20HS = 18 38 17 39 40 1z11 c�11 IN 10 4x6 = 7x14 MT20HS = 23 22 21 20 t5 14 13 12 NOP2X STP = 7x12 = 4x4 11 4x4 11 7x14 MT20HS = NOP2X STP = 4x6 = 4x6 = 2-4-0 64-0-0 12-0-0 „ 9-5-0 i 16-2-8 16,6-0 24-1-0 32-0-0 i 41-10-0 42�1-1 51-11-0 i 61-8-0 62rQ-0 2-0-0 7-1 0 6-9-8 0. -8 7-7-0 7-11-0 9-9-8 0- -0i�� 0-4-0 2-0-0 Plate Offsets (X,Y)-- [2:0-34,04-0], [3:0-3-4,0-4-8], [9:0-4-0,0-4-8], [10:0-2-12,0-5-0], [13:0-6-4,0-3-0], [14:0-2-0,0-0-0], [16:0-6-0,0-3-8], [17:0-7-0,0-4-8], [21:0-2-0,0-0-8], [22:0-4-0,0-2-8] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.73 16-17 >976 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -1.31 16-17 >543 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.58 12 n/a n/a BCDL 10.0 Code FBC20201rP12014 Matrix -MS Wind(LL) 0.63 17 >999 240 Weight: 495Ito FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 3-5,7-9: 2x6 SP DSS 2-0-0 oc purlins (2-2-0 max.): 5-7. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-21,8-14: 2x4 SP No.2, 17-19,16-17: 2x6 SP DSS 4-10-2 oc bracing: 18-19 WEBS 2x4 SP No.2 *Except* 6-1-2 oc bracing: 17-18 2-22,19-22,13-16: 2x4 SP SS 6-1-6 oc bracing: 16-17. 10-0-0 oc bracing: 19-21, 14-16 WEBS 1 Row at midpt 2-22, 19-22, 3-19, 13-16, 10-13 2 Rows at 1/3 pts 4-18 REACTIONS. (size) 23=0-8-0, 12=0-8-0 Max Horz 23=-360(LC 10) Max Uplift 23=-1382(LC 12), 12=-1278(LC 12) Max Grav 23=3666(LC 17), 12=3666(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-658/95, 2-3=6011/2204, 3-4=10376/3818, 4-5=-7105/2772, 5-6=-6903/2841, 6-7=-6892/2833, 7-8=-7609/3158, 8-9=-7671/2968, 9-10=-6218/2328, 10-11 =1 086/293 BOT CHORD 1-23=-121/674, 22-23=-202/941, 4-19=-573/2226, 18-19=-3204/9733, 17-18=-2006/6591, 16-17=-1995/6291,8-16=-612/504,12-13=-359/1137,11-12=-359/1137 WEBS 2-23=-3305/1645, 2-22=-191814786, 3-22=-2910/1186, 19-22=-1923/5909, 3-19=-1408/4233, 4-18=-3493/1337, 5-18=-447/1710, 5-17=-280/1054, 6-17=-794/488, 7-17=-270/1084,7-16=-889/2300,13-16=-2004/5700,9-16=-330/1609,9-13=1764/862, 10-1 3=-1 832/4494, 10-12=3272/1792 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 24-1-0, Exterior(2R) 24-1-0 to 28-3-14, Interior(1) 28-3-14 to 39-11-0, Exterior(2R) 39-11-0 to 44-1-15, Interior(1) 44-1-15 to 64-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) WARNING: This Jong span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a, qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 5) Provide adequate drainage to prevent water ponding. rA1hMaalas0dW-W0 plates unless otherwise indicated This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin Velez PE'No.68182 MiTek USA; Inc. FL Cert 6634 ,6904 Parke East Blvd. Tampa;FL 33610 Date:' January 5,2022 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/7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safefy Infofmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply PROSPERITY T26436015 510697 A15 Hip 1 1 Job Reference (optional) Tibbetts, Lumber CoMpany, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:21 2022 Page 2 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-Avkl6aEdLCb2OXi1H5nUlwxAZ?DWUiNp2onFQSzymOG NOTES- 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1382 lb uplift at joint 23 and 1278 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 ony wfth MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436016 510897 A16 Hip 1 1 Job Reference (optional) 1-ibbett;, Lumber Cotnpany, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:22 2022 Page 1 ID: RVAdaGTCgb4vZb2v1 Q7a5lziyFu-e51PJwFF6WjvOhH DrpljH7ULtOYbDAFyHSXpyuzymOF i 2-4-0 9-5-0 16-2-8 i 22-2-8 i 32-0-0 41-9-8 51-0-0 i 61-8-0 i64-0-0. 2-4-0 7-1-0 6-9-8 6.0-0 9-9-8 9-9-8 9.2-8 10-8-0 2.4-0 6x8 = 5.00 12 7x8 = 6x12 MT20HS = 22 21 20 19 14 13 12 11 NOP2X STP = 7x12 = 4x4 11 10x20 MT20HS = 4x6 = 4x4 II 7x14 MT20HS = Scale = 1:113.5 NOP2X STP = 4x6 = 2-0-0 64-M i 2-0-0 9-5-0 16-2-8 16U-0 22-2-8 32-0-0 41-10-0 51-0-0 61-8-0 62rQ0 2-0-0 7-1-0 6-9-8 0- -8 5-8-8 g-9-8 9-10-0 9-2-0 10-8-0 0 -0 0-" 2-0-0 Plate Offsets (X,Y)— [2:0-3-4,6-4-0], [3:0-4-0,0-4-8], [6:0-4-0,0-4-12], [7:0-6-4,0-3-8], [8:0-4-0,0-4-8], [12:0-6-4,0-3-0], [13:0-2-0,0-0-0], [15:0-8-8,0-4-8], [16:0-7-0,0-4-8], [20:0-2-0,0-0-8],[21:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.70 15-16 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -1.27 15-16 >560 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.56 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.64 16 >999 240 Weight: 481 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP DSS *Except* TOP CHORD Structural wood sheathing directly applied or 1-10-6 oc purlins, 3-5,1-3: 2x6 SP No.2 except BOT CHORD 2x6 SP No.2 'Except' 2-0-0 oc purlins (2-6-7 max.): 5-7. 4-20,7-13: 2x4 SP No.2, 16-18,15-16: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2 'Except* 4-11-14 oc bracing: 17-18 2-21,18-21,12-15: 2x4 SP SS 5-9-14 oc bracing: 16-17 5-9-6 oc bracing: 15-16. 10-0-0 oc bracing: 18-20, 13-15 WEBS 1 Row at midpt 2-21, 18-21, 4-17, 5-16, 12-15, 9-12 REACTIONS. (size) 22=0-8-0, 11=0-8-0 Max Horz 22=332(LC 11) Max Uplift 22=-1383(LC 12), 11=-1280(LC 12) Max Grav 22=3668(LC 17), 11=3662(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-638/94, 2-3=-5985/2190, 3-4=-9805/3629, 4-5=-7610/2942, 5-6=-7725/3134, 6-7=-7725/3134, 7-8=-7609/2947, 8-9=-6216/2350, 9-10=-1330/361 BOT CHORD 1-22=-118/651, 21-22=-194/900, 4-18=445/1700, 17-18=3016/9161, 16-17=2191/7053, 15-16=-2218/6878, 7-15=-449/1779, 11-12=-449/1389, 10-11=-449/1389 WEBS 2-22=-3306/1635, 2-21 =-1 911/4785, 3-21=-2737/1141, 18-21 =-1 965/5945, 3-18=-1162/3541, 4-17=-2487/985, 5-17=-470/1798, 5-16=-437/1428, 6-16=-1010/615, 7-16=-391/1361, 12-15=-2021/5730, 8-15=-296/1597, 8-12=-1858/897, 9-12=-172314232, 9-11=-3262/1854 This item has been NOTES- electronically signed and 1) Unbalanced roof live loads have been considered for this design. sealed by Velez, Joaquin, PE 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=1511t; B=45ft; L=24ft; eave=7ft; Cat. using a Digital Signature. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 22-2-8, Exterior(2R) 22-2-8 Printed copies of this P to 26-5-6, Interior(1) 26-5-6 to 41-11-12, Exterior(2R) 41-11-12 to 46-2-11, Interior(1) 46-2-11 to 64-0-0 zone; cantilever left and right document exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 are not considered 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signed and sealed and the to the use of this truss component. signature must be verified 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general n on any electronic copies. handling and erection guidance, see Guide to Good Practice for Handling, Installing &Bracing of Metal Plate Connected Wood Joaquin Velez PE'No.66162 Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a MiTek USA, Inc. FL.Cert 6834 qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the 6904 Parke East Blvd. Tampa:FL 33610 permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or Date: bracing. 5) Provide adequate drainage to prevent water ponding. January 5,2022 rAh0fataataiadd1P0 plates unless otherwise indicated 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 ANS11lPI1 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 PROSPERITY T26436016 510897 A16 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:42:22 2022 Page 2 ID: RVAdaGTCgb4vZb2v1 Q7a5lziyFu-e5lPJwFF6WjvOhHDrpljH7ULtOYbDAFyHSXpyuzymOF NOTES- 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1383 lb uplift at joint 22 and 1280 lb uplift at joint 11. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ��■�` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436017 510897 A17 Hip 1 1 Job Reference (optional) Tibbe]ts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:42:24 2022 Page 1 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-aTPAkcHVe7zdF RczEKBMYZgZCEFh5UFkmowlnzymOD 2-4.0 , 9-5-0 16-2.8 20.2.8 28-0-13 35-11-3 41 -8 11 12 61-8-0 64-0-0 ' 2-4-.1 7-1-0 ' 6-9-8 ' 4-0-0 ' 7-10-6 7-10-6 7-10-6 8-11-4 8-11-4 2-4-0 8x12 MT20HS = 5.00 12 4x4 = 7x8 = 6x12 MT20HS = 23 22 21 20 1—I.,'.­— 15 14 13 12 NOM STP = 7x12 = 3x4 11 8x14 MT20HS = 4x6 = 3x4 II 10x14 = NOP2X STP = 4x6 = Scale = 1:114.8 24-0 64-0-0 0 ,2-0-0 9-5-0 16-22 16,6-0 25-9-0 35-11-3 41-10-0 p392 52-8.12 61-8-0 62,0-0 r2 i i 7-1-0 ' a_ s 9-3-0 10-2-3 5-10-13 -11-8 &11-0 8-11-0 -0 040 2-" Plate Offsets (X,Y)— [2:0-34,0-4-0], [3:0-4-0,04-8],[5:0-8-8,04-0],[7:0-4-0,0-4-8], [8:0-6-0,0-2-12],[9:0-4-0,04-8],[10:0-3-4,0-4-0],[13:0-7-0,0-4-12], [16:0-8-8,0-3-4], [18:0-7-0,0-4-8],[19:0-5-0,0-5-0],[22:0-4-0,0-2-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.80 17-18 >886 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -1.44 17-18 >494 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.64 12 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix -MS Wind(LL) 0.71 17-18 >997 240 Weight: 483 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 5-7,8-9,7-8: 2x6 SP DSS BOT CHORD 2x6 SP No.2 *Except* BOT CHORD 4-21,8-14: 2x4 SP No.2, 18-19,16-18: 2x6 SP DSS WEBS 2x4 SP No.2 *Except* 2-22,19-22,13-16,10-13: 2x4 SP SS WEBS REACTIONS. (size) 23=0-8-0, 12=0-8-0 Max Horz 23=302(LC 11) Max Uplift 23=-1376(LC 12), 12=-1264(LC 12) Max Grav 23=3705(LC 17), 12=3727(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-654/89, 2-3=-6096/2199, 3-4=-9927/3590, 4-5=-9904/3733, 5-6=-8482/3231, Structural wood sheathing directly applied or 1-8-5 oc purlins, except 2-0-0 oc purlins (2-7-11 max.): 5-8. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-7-1 oc bracing: 18-19 5-1-8 oc bracing: 17-18 5-6-4 oc bracing: 16-17. 10-0-0 oc bracing: 19-21, 14-16 1 Row at midpt 2-22, 19-22, 6-17, 13-16, 10-13 6-7=-8766/3369, 7-8=-8767/3369, 8-9=8621/3138, 9-10=6311/2270, 10-11=-858/247 BOT CHORD 1-23=-113/664, 22-23=-178/890, 4-19=434/363, 18-19=-2392/7617, 17-18=-2852/8843, 16-17=-2445/7789, 14-16=0/308, 8-16=-460/1985, 12-13=2861897, 11-12=-286/897 WEBS 2-23=-3327/1631, 2-22=-1923/4876, 3-22=-2795/1139, 19-22=-1924/5966, 3-19=-116813681, 5-19=-977/2802, 5-18=-447/1716, 6-18=-997/477, 6-17=227/300, 7-17=-729/446, 8-17=486/1515, 13-16=-1982/5888, 9-16=-574/2403, 9-13=21201975, 10-1 3=-1 870/4815, 10-12=3358/1706 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically signed and 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. sealed by Velez, Joaquin, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 20-2-8, Exterior(2R) 20-2-8 using a Digital Signature. to 24-5-6, Interior(1) 24-5-6 to 43-9-8, Exterior(2R) 43-9-8 to 48-0-7, Interior(1) 48-0-7 to 64-0-0 zone; cantilever left and right Printed copies of this P 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 document are not considered to the use of this truss component. signed and sealed and the 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signature must be verified handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood on an electronic copies. y- P S. Trusses ('BCSP'), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a Joaquin Velez PE No.68182 qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the MiTek USA, Inc. FL Cart 0834 permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 6904 Parke East Blvd. Tampa.FL 33610 5) Provide adequate drainage to prevent water ponding. Date: 6) All plates are MT20 plates unless otherwise indicated. January 5,2022 Cr6ri ed9lsm baedleen designed for a 10.0 psf bottom chord live load nonconcurrent with anv other live loads ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid far use only wilh MiTekli 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 ANS11TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply PROSPERITY T26436017 510897 A17 Hip 1 1 Job Reference (optional) Tlbbeit.5 Lumber Co•,npany, Palm Bay, FL - 32905, 5.530 s Dec 6 2021 MI I eK Industries, Inc. I ue Jan 4 1U:42:"24 ZU22 rage 2 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-aTPAkcHVe7zdF RczEKBMYZgZCEFh5UFkmow1nzymOD NOTES- 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1376 lb uplift at joint 23 and 1264 lb uplift at joint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ® 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 Inv t 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply =PROSPERITYT26436018 510897 A18 Hip 1 (optional) ribbetjs Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:26 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-WSXw91ImAIDKVIb74eNfSzfODOsO9_IYC4VO6gzymOB , 2-4-0 , 9-5-0 16-2-8 18-2-$ 26-1-0 33-11-8 42-1.1 , 45.9.8 , 53-10-4 61-8-0 ,64-0-0, 2-4-0 7-1-0 6.9-8 2-0-0 7-10.8 7-10.8 8-2-0 3-8-0 8-0-12 7-9-12 2.4-0 Scale = 1:114.3 5.00 12 8x8 = 4x4 — 7x8 — 5x6 = 10x10 = 3x4 11 4 5 34 6 35 7 836 9 7x8 75_�- 33 37 7x8 10x14 \\ 32 3 10 38 v 2 17 10x14 1 1 11 9 18 1 IV '201JI 8x14 MT20HS = 20 19 12 N 0 8x12 MT20HS = 4x8 = Io 25 24 23 22 17 16 15 14 13 NOP2X STP —_ 7x12 = 3x4 I I 3x4 11 10x1 o = 10x10 = NOP2X STP = 4x6 = 4x6 = 2-4-0 64-M 12-M 9-5-0 16.2-8 16,5-0 26-1-0 33-11-8 41-10-0 42�1-6459-8 53-10-0 62,Q-0 11 2-0-0 7-1-0 6-9-8 0- 9.7.0 7•t0A 7-10-8 0- -8 3-8-0 8-0-12 7-9-12 0- -0�� 0-4-0 2-0-0 Plate Offsets (X,Y)-- [2:0-3-4,0-4-0], [3:0-4-0,0-4-8], [5:0-4-0,0-3-13], [7:0-4-0,0-4-8], [9:0-7-12,0-4-8], [10;0-4-0,04-8], [11:0-2-12,0-5-0], [14:0-4-0,0-5-0], [15:0-4-4,0-5-0], _ [18:0-9-0,0-5-0], [20:0-5-8,Edge], [21:0-4-12,Edgel, [24:0-3-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.88 19-20 >806 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -1.62 19-20 >440 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.69 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(ILL) 0.87 19-20 >817 240 Weight: 481 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-8-7 oc purlins, except 5-7,7-9: 2x6 SP DSS 2-0-0 oc purlins (2-4-4 max.): 5-9. BOT CHORD 2x6 SP DSS *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1-22,14-17: 2x6 SP No.2, 4-23,8-16: 2x4 SP No.2 10-0-0 oc bracing: 21-23, 16-1B WEBS 2x4 SP No.2 *Except* WEBS 1 Row at midpt 2-24, 21-24, 5-20, 9-18, 9-15, 10-15, 11-14 2-24,21-24,15-18,9-18: 2x4 SP SS REACTIONS. (size) 25=0-8-0, 13=0-8-0 Max Horz 25=-272(LC 10) Max Uplift 25=-1382(LC 12), 13=-1278(LC 12) Max Grav 25=3530(LC 1). 13=3528(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-536/89, 2-3=-5686/2196, 3-4=-9226/3607, 4-5=-9126/3717, 5-6=-9439/3827, 6-7=-9740/3946, 7-8=-9740/3946, 8-9=8536/3495, 9-10=5562/2304, 10-11=-5777/2263, 11-12=-783/261 BOT CHORD 1-25=-111/556, 24-25=-170/760, 4-21=-306/296, 20-21=-2656/7600, 19-20=3317/9412, 18-19=-3014/8572,8-18=-1373/608,14-15=-1925/5216,13-14=-282/825,12-13=-282/825 WEBS 2-25=-3231/1630,2-24=-1920/4614,3-24=-2640/1148,21-24=-1976/5457, 3-21=-112613298, 5-21=-798/2039, 5-20=-822/2398, 6-20=-1058/545, 6-19=161/622, 7-19=-756/452,8-19=-513/1591,15-18=-2108/6155,9-18=-2190/6021,9-15=-3322/1212, 10-15=-339/254,10-14=-514/374,11-14=-1874/4406,11-13=-3175/1651 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically Signed and 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. sealed by Velez, Joaquin, PE II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 18-2-8, Exterior(2R) 18-2-8 using a Digital Signature. to 22-5-6, Interior(1) 22-5-6 to 45-9-8, Exterior(2R) 45-9-8 to 50-0-7, Interior(1) 50-0-7 to 64-0-0 zone; cantilever left and right Printed copies of this p 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 document are not considered to the use of this truss component. signed and sealed and the 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signature must be verified handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood on an electronic copies. y p Trusses ('SCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a Joaquin Velez PE No.68182 qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the MiTek USA, Inc. FL Cert 6834 permanent individual truss member restrainUbracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or 6904 Parke East Blvd. Tempayt. 33610 bracing. 5) Provide adequate drainage to prevent water ponding. Date: 6) All plates are MT20 plates unless otherwise indicated. January 5,2022 ffdnThe&briQ9e Tolerance at joint 18 = 8% ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suhe 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436018 510897 A18 Hip 1 1 Job Reference o tional Tibbeps Lumber Company, Palm Bay, FL - 32905. 8.530 s Dec 6 2UZ1 MI I eK Industries, Inc. I ue Jan 4 1 U:42:Zb ZUZZ Hage 2 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-WSXw9llmAIDKVIb?4eNfSzfODOsO9_IYC4VO6gzymOB NOTES- 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1382 lb uplift at joint 25 and 1278 lb uplift at joint 13. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ® 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 M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 PROSPERITY T26436019 510897 A19 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:42:28 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-SFfgazKOiMT2kclNC3P7XOkLQpYZdvprfO-7AYzym09 i 0 , 9-3-4 16-2-8 24-9-0 33-3-8 42-1-8 , 47-9-8 , 54-11; 2 , 61-8-0 64.0.0 ' 2-4-0 ' 6.11.4 ' 6-11-4 ' 8-6-8 ' 8-6-8 ' 8-10-0 5-8-0 6-11-4 6-11-4 2.4.0 8x12 MT20HS = 5.00 48 = 7x8 = 5x6 = 6x6 = 23 22 21 16 15 14 13 12 4x6 = 5x8 = NOP2X STP = NOP2X STP = 3x8 MT20HS 11 3x8 11 3x4 11 6x10 = 7x8 = Scale = 1:111.3 NOP2X STP = 4x6 = 241-0 64-0-0 2-0-0 9-3-4 15-10-0 1 24-9-0 33-3-8 41-10-0 42 -8 47-9-8 54-8-12 61-8-0 62 2-0-0 6.11-4 6-6.12 0.8- 8-3-0 Bl>-8 86-8 0. -8 5-8-06-11-4 -0 0-0-0 2.04 Plate Offsets (X,Y)— [1:0-3-5,0-0-10), [5:0-3-8,0-2-0), [6:0-4-0,0-4-8), [10:0-2-12,0-3-4), [13:0-2-8,0-3-8), [17:0-7-12,0-4-8), [19:0-4-0,0-4-8[, [20:0-7-8,0-3-0), [21:0-4-12,0-0-12) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.45 16 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.85 17-18 >644 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(ILL) 0.45 16 >999 240 Weight: 474 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 *Except* 7-15: 2x4 SP No.2, 17-19: 2x6 SP DSS BOT CHORD WEBS 2x4 SP No.2 *Except* 4-19: 2x4 SP SS WEBS REACTIONS. (size) 21=0-8-0, 23=0-8-0, 12=0-8-0 Max Horz 23=-242(LC 10) Max Uplift 21=-1588(LC 12). 23=-513(LC 22), 12=914(LC 12) Max Grav 21=4545(LC 1). 23=114(LC 21), 12=2488(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-382/197, 2-3=380/1547, 34=1340/3848, 4-5=-19151923, 5-6=-4649/1954, Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-7-9 max.): 4-8. Rigid ceiling directly applied or 3-11-15 oc bracing. Except: 3-3-0 oc bracing: 20-21 10-0-0 oc bracing: 15-17 1 Row at midpt 2-22, 20-22, 3-20, 4-19, 5-18, 7-18, 10-13 6-7=-4649/1954, 7-8=-5850/2413, 8-9=3372/1447, 9-10=3685/1459, 10-11=426/121 BOT CHORD 1-23=-153/326, 22-23=-283/333, 20-21=-4497/1774, 4-20=-4496/1879, 19-20=-3184/1481, 18-19=-439/1839, 17-18=-1987/5898, 7-17=-275/210, 13-14=-1184/3284, 12-13=-131/449, 11-12=-131/449 WEBS 2-23=-83/549, 2-22=-1244/298, 3-22=136/916, 20-22=1401/518, 3-20=-2449/1110, 4-19=-2165/5569, 5-19=-2164/1015, 5-18=-119913143, 6-18=-805/482, 7-1 8=-1 383/527, 14-17=-1078/3334,8-17=-1218/3452,8-14=-1229/475,9-14=-389/261,9-13=345/293, 10-1 3=-1 304/2897, 10-12=-2245/1267 NOTES- 1) Unbalanced roof live loads have been considered for this design. This Item has been 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 16-2-8, Exterior(2R) 16-2-8 electronically signed and to 20-5-6, Interior(1) 20-5-6 to 47-9-8, Exterior(2R) 47-9-8 to 52-0-7, Interior(1) 52-0-7 to 64-0-0 zone; cantilever left and right sealed by Velez, Joaquin, PE exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this p to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general document are not considered handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood signed and sealed and the Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a signature must be verified qualified registered design professional for the design and inspection of the temporary installation restrainUbracing and the on any electronic copies. permanent individual truss member restrainUbracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. Joaquin Velez PE No.68182 5) Provide adequate drainage to prevent water ponding. MiTek USA, Inc. FL Cart 6634 6) All plates are MT20 plates unless otherwise indicated. 69D41Parke East Blvd. Tampa FL 33610 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Date: 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 January 5,2022 CorWil fddaatmtaaAetlae bottom chord and any other members ®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 parametersand properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and 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 PROSPERITY T26436019 510897 A19 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:42:29 2022 Page 2 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-xRD3nJLeTgbvMlKalnwM3bHWADuoMM2 u2jhi zym08 NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1588 lb uplift at joint 21, 513lb uplift at joint 23 and 914 lb uplift atjoint 12. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®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 ontywith 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436020 510897 A20 Hip 1 1 Job Reference (optional) Tibbetts Lumber Cbmpany, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 Mirek Industries, Inc. Tue Jan 4 10:42:312022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-tgKpC7Mu7Hsdb3TytCyg9OMtN1 bYgGsHLMCnntzymO6 2-4-0 8-3-4 14.2-8 116-6-oi 24-11-5 3.- -11 41-10-0 49-9-8 55-8-12 61-8-0 ,64-0-0, 2-4-0 5-11-4 5-11-4 2-3-8 8-5-5 8-5.5 8-5-5 7-11-8 5-11-4 5-11-4 Scale=1:111.3 5.00 FIT 6x6 = 7x12 = 7x8 = 6x6 = 7x8 = 6x10 = 4 32 5 33 6 34 735 8 36 937 4x6 31 49 38 5x8 3 10 2x4 II 2x4 II 230 0 16 <IX14-- 11 39 m 1 t2\, r7x8 = 19 18 17 12 N I IN 0U 4 MT20HS = 7x14 MT20HS = 23 22 21 15 14 13 4x6 = NOP2X STP = 3x4 I I 7x12 = NOP2X STP - NOP2X STP = 6x12 MT20HS = 4x6 = 6x6 = 6x6 = 6x6 = 24-0 16-6-0 64-0-0 i 2-0-0 i, 14-2-8 1$-10-Q , 244 11-5 33-0-11 41-10-1 49-9-8 61-8-0 62,0-0 2-0-0 11-10-8 1-7-8 B-5S 8-5-5 8-SS 7-11-8 11-10-8 0 -8 04-0 041-0 - 2-M Plate Offsets (X,Y)- [1:0-3-5,0-0-10], [5:0-6-0,0-2-0], [6:0-4-0,0-4-8], [8:0-4-0,0-4-8], [13:0-3-0,0-4-8], [14:0-6-0,0-4-8], [16:0-9-8,0-4-4], [17:0-4-12,0-4-8], [19:0-6-0,0-2-8], [20:0-3-8,Edge], [21:0-6-8,0-4-4], [22:0-3-0,0-4-4], [23:0-3-0,0-4-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.63 16-18 >872 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -1.16 16-18 >468 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.16 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.63 16-18 >868 240 Weight: 463 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins, 4-6,8-9: 2x6 SP DSS except BOT CHORD 2x6 SP DSS 'Except* 2-0-0 oc purlins (2-2-0 max.): 4-9. 1-21,12-14: 2x6 SP No.2, 8-15: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-5-2 oc bracing. WEBS 2x4 SP No.2 `Except* WEBS 1 Row at midpt 5-19, 7-19, 8-18, 14-16, 9-16, 10-13 5-19,7-19,8-18,9-16: 2x4 SP SS REACTIONS. (size) 21=0-8-0, 23=0-8-0, 13=0-8-0 Max Horz 23=212(LC 11) Max Uplift 21=-1294(LC 12), 23=-398(LC 12), 13=978(LC 12) Max Grav 21=3803(LC 1), 23=637(LC 21), 13=2628(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-472/0, 2-3=-277/55, 3-4=-11/762, 4-5=0/891, 5-6=4048/1842, 6-7=3999/1811, 7-8=-7040/2955, 8-9=-7916/3300, 9-1 0=-3810/1605, 10-11 =-692/212, 11-12=514/14 BOT CHORD 1-23=01402, 22-23=-390/182, 21-22=704/329, 20-21=3361/1369, 5-20=321211389, 19-20=-1409/595, 18-19=-2567/7040, 16-18=-2919/7965, B-16=-503/340, 13-14=-1299/3394, 12-13=-46/520 WEBS 2-23=-383/495, 3-23=-6/489, 3-22=-706/423, 4-22=-188/887, 4-21=-893/174, 5-19=-2179/5801, 6-19=-700/440, 7-19=-3284/1240, 7-18=0/505, 8-18=-994/377, 14-16=-1200/3536, 9-16=-1883/4839, 9-14=-1013/499, 10-14=-36/328, 10-13=-3366/1730, 11-13=641/593 NOTES- This item has been 1) Unbalanced roof live loads have been considered for this design. electronically Signed and 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. sealed by Velez, Joaquin, PE 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 14-2-8, Exterior(2R) 14-2-8 using a Digital Signature. to 18-5-6, Interior(1) 18-5-6 to 49-9-8, Exterior(2R) 49-9-8 to 54-0-7, Interior(1) 54-0-7 to 64-0-0 zone; cantilever left and right Printed copies of this P 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 document are not considered to the use of this truss component. signed and sealed and the 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general signature must be verified handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood on an electronic co IeS. y P Trusses ('SCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a Joaquin Velez PE N6.68182 qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the MiTek USA, Inc. FL Celt 6634 permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or 6904 Parke East Blvd. Tampa.FL 33610 bracing. 5) Provide adequate drainage to prevent water ponding. Date: 6) All plates are MT20 plates unless otherwise indicated. January 5,2022 196nTilaioddlon bambeen desiqned for a 10.0 Psf bottom chord live load nonconcurrent with anv other live loads ® 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 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436020 510897 A20 Hip 1 1 Job Reference (optional) I IDDerts Lumber L;,Bmpany, Palm bay, t-L - 32913b, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:32 2022 Page 2 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-LOuBPLNXmb_UDD29RvT3hEv27QxnZj6QaOyLJJzymO5 NOTES- 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 21 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1294 lb uplift at joint 21, 398 lb uplift at joint 23 and 978 lb uplift at joint 13. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. R 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 ANS11TPH 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 PROSPERITY T26436021 510897 A21 Roof Special 1 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:42:34 2022 Page 1 ID:RVAdaGTCgb4vZb2vlQ7a5lziyFu-HPOyg1OnICECSXCXYKWXmf MMEdJ1d5j2KRROCzymO3 7-3-4 12-2-8 16-6-0 20.3-1 ,22-11-8r25-7-15 33.8-15 41-10.0 47-8-0 51-9-8 61-8-0 b4-0.0, 2-4-0 4-11-4 4-11-4 4-3-8 3-9-1 2.8.7 2-8-7 8-1-1 8-1-1 5-10.0 4-1-8 9-10-8 2-4-0� 8x12 MT20HS 11 7x8 5.00 12 5x10 = 5x6 = 7 6x10 = 2x4 11 4 35 5 6V8 36 9 4x6 % 34 2x4 II 3 233 3 3 1 6x12 \\ 22 21 20 d 8x8 = 6xl2 = 4x6 = 48 =NOP2X STP = NOP2X STP = 6x12 MT20HS I I 6x6 = 7x8 = 5x10 = 6x8 = 10 1137 12 6x12 - 26 25 24 18 17 16 15 3x4 II 7x12 = 4x6 = Scale = 1:118.0 6x16 // Y 13 39 I n 14 Icd 1N u5 6 NOP2X STP = 4x6 = 2-4-0 16-M 64-M i2-0-0 12-2-8 15110-020-3-1 25-7-15 33-8-11 41-10-0 47-8-0 54-8-0 61-8-0 r2-0.0 9-10-8 3-7-6 0-8- 3-9-1 5-0-tit 8-1-1 &1-1 5-10-0 7-0-0 7-0-0 -o 0-0-0 2-M Plate Offsets (X,Y)- [1:0-3-5,0-0-10], [4:0-4-8,0-2-12], [5:0-3-12,0-2-4], [6:0-2-8,0-4-0], [10:0-4-0,0-4-8], [11:0-3-8,0-2-8], [13:0-4-12,0-2-4], [17:0-6-0,0-4-8], [19:0-10-8,0-7-0], [20:04-12,0-3-0], [21:0-4-0,0-4-8], [22:0-5-0,0-2-8], [23:0-7-8,Edge] [26:0-3-0 0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.83 19-20 >655 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -1.54 19-20 >353 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.27 15 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix -MS Wind(ILL) 0.83 19-20 >657 240 Weight: 463Ito FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-74 oc purlins, except 4-6,10-12: 2x6 SP DSS 2-0-0 oc purlins: 4-6, 8-12. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-0-14 oc bracing. 5-24,10-18: 2x4 SP No.2, 19-21: 2x6 SP DSS WEBS 1 Row at midpt 23-25, 4-23, 7-22, 8-20, 10-20, 17-19, WEBS 2x4 SP No.2 *Except* 11-19, 11-17 5-22,8-20,10-20,11-19: 2x4 SP SS REACTIONS. (size) 26=0-8-0, 15=0-8-0, 24=0-8-0 Max Horz 26=222(LC 11) Max Uplift 26=-641(LC 22), 15=-882(LC 12), 24=-1693(LC 12) Max Grav 26=460(LC 21), 15=2392(LC 1), 24=4774(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-498/189, 2-3=348/269, 3-4=-650/2093, 4-5=-2775/7210, 5-6=-778/2465, 6-7=784/2610, 7-8=-2156/1046, 8-9=6804/2807, 9-10=6804/2807, 10-11=-9266/3770, 11-12=-3705/1684, 12-13=3366/1321, 13-14=627/295 BOT CHORD 1-26=-153/453, 25-26=-1442/519, 23-24=-4771/1945, 5-23=-3671/1576, 22-23=-7215/3086, 20-21=726/2247, 19-20=-3470/9358, 10-19=0/312, 16-17=-111013039, 15-16=379/752, 14-15=-379/752 WEBS 2-26=-307/380, 3-26=-195/1540, 3-25=8261452, 4-25=694/1834, 23-25=2286/1021, 4-23=-6049/2528, 5-22=-2334/5677, 6-22=-205/1032, 7-22=-3946/1504, 7-21 =-1 423/3478, B-21=-2724/1251, B-20=-1825/4604, 9-20=-804/483, 10-20=-2689/1040, 17-19=-1455/4021, 11-19=2248/5991, 11-17=2564/1065, 12-17=389/1055, This item has been 12-16=-235/260, 13-16=-882/2225, 13-15=-2370/1407 electronically signed and NOTES- sealed by Velez, Joaquin, PE 1) Unbalanced roof live loads have been considered for this design. using a Digital Signature. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. Printed copies of this p II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-2-8, Exterior(2R) 12-2-8 to 15-2-8, Interior(1) 15-2-8 to 22-11-8, Exterior(2E) 22-11-8 to 25-7-15, Interior(1) 25-7-15 to 51-9-8, Exterior(2R) 51-9-8 to 54-9-8, document are not considered Interior(1) 54-9-B to 64-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; signed and sealed and the Lumber DOL=1.60 plate grip DOL=1.60 signature must be verified 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific on anVetelectronic copies. electronic to the use of this truss component. 4) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general Joaquin ez PErJo82 handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood MiTek USA, Inc. FL Cert 6634 Trusses (" BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a 6904 Parke East B)vd.Tampa,FL 33610 qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the Date: permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or January 5,2022 Corhn¢httlon oaae 2 ® 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 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 Qty Ply PROSPERITY T26436021 510897 A21 Roof Special 1 1 Job Reference (optional) Tibbettf, Lumber Goinpany, Palm Bay, HL - 32905, C.bJU s uec b ZUZ1 MI I eK Inoustnes, Inc. I ue Jan 4 1 U:4Z:J4 2UZZ Page Z ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-HPOyg1OnICECSXCXYKWXmf MMEdJ1d5j2KRROCzymO3 NOTES- 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 24 considers parallel to grain value using ANSl1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 641 lb uplift at joint 26, 882 lb uplift at joint 15 and 1693 lb uplift at joint 24. 11) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply PROSPERITY T26436022 510897 A22 ROOF SPECIAL 1 Job Reference (optional) TibbetOs Lumber Company, Palm Nay, FL - 3Z9Ub, t1.b3u s Uec 6 ZU21 MI I eK Industries, Inc. I ue Jan 4 1 U:4Z:36 ZUZZ rage 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-DnBiFjQ1 ppUwigMwglY?s43p42lfVZnOVewYS4zymO1 2-4-0 10.2-8 16.6.0 1&3.1 22-11-8 27-7.15 32-6-0 37-2-0 i 41-10.0 i 47-9-12 _ _, ¢3-9-8 , _ _ _61.8-0 _ _ �64-ao, r2-40 7-10-8 6-3-8 -9-1 4-8-7 4-8-7 4-10-1 4-8-0 4-8-0 5-11-12 5-11-12 7- 0-8 2-4-0 7x12 = 8x12 MT20HS = 7x8 = 5.00 12 5x6 = 38 6 5 4x6 - 35 234 n6x1O 123 4 0 = 27 26 25 8x8 = 4x6 = 5x8 = NOP2X STP = 3x10 11 NOP2X STP = 2x4 11 39 5x6 = 4x6 = 4x6 = 7x8 = 7 40 8 41 9 10 22 21 20 7x12 = 4x4 = 19 6x6 = 6x6 = 11 42 43 12 18 17 3x6 = 6x8 = Scale = 1:118.0 44 4x6 13 45 0 14 ] 4; N 16 15 7x8 NOP2X STP = 4x6 = 3x8 11 2-" 18-3-1 64-M 2-M 10-2-8 15-10_0 14&0 27-7-15 34-10-0 41-10-0 i 47-9-12 53-9-8 61-8-0 62r0-0 2-0-0 7-10-8 5-7-8 041-0 9-4-14 7-2-1 7-0.0 5.11-12 5-11-12 7-10-8 0-0 0-4-0 1-9.1 2-0-0 Plate Offsets (X,Y)— [1:0-3-5 0-0-10], [3:0-8-8 0-4-0] [5:0-4-0 Edge], [7:0-2-8,0-4-0], [10:0-4-0,0-4-8], [16:0-4-0,0-4-8], [19:0-4-8,0-4-8], [21:0-3-4,0-4-8], [24:0-7-8,0-3-0] LOADING (psf) SPACING- 1-8-11 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.70 19-20 >781 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -1.28 19-20 >424 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.22 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.70 19-20 >783 240 Weight: 913 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 3-5: 2x6 SP DSS BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.2 WEBS REACTIONS. (size) 25=0-8-0, 27=0-8-0, 15=0-8-0 Max Horz 27=-191(LC 10) Max Uplift 25=-1481(LC 12). 27=-598(LC 22). 15=757(LC 12) Max Grant 25=4162(LC 1), 27=379(LC 21), 15=2057(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-279/121, 2-3=538/1752, 3-4=324218396, 4-5=-2105/5506, 5-6=-2146/5774, 6-7=-4574/1974,7-8=-4369/1849,8-9=8835/3525,9-10=10419/4164,10-11=-9592/3860, 11 -1 2=3790/1664, 12-13=-2989/1203, 13-14=-443/161 BOT CHORD 26-27=-203/303, 25-26=-474/200, 24-25=-4147/1714, 4-24=-3527/1472, 23-24=-9022/3756, 21-22=-1590/4369, 20-21=-2940/7735, 19-20=3690/9690, 10-19=-293/206, 17-18=-206/541, 16-17=-949/2639, 15-16=-196/498, 14-15=196/498 WEBS 2-27=-385/606, 2-26=-1531/557, 3-26=-206/908, 24-26=-1247/516, 3-24=-7230/2940, 4-23=-1748/4436,5-23=-798/2337,6-23=-6664/2699,6-22=-2166/5389,7-22=-2119/1004, 17-19=1365/3644, 11-19=-2253/5962, 11-17=-2281/990, 12-17=592/1430, 13-16=-979/2173, 13-15=-191811141, 8-21=-3586/1429, 8-20=-426/1400, 9-20=-10951514, 9-19=-241/802 Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-7-2 max.): 3-5, 7-12. Rigid ceiling directly applied or 4-9-8 oc bracing. 1 Row at midpt 3-24 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: This item has been Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. electronically signed and Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Sealed by Velez, Joaquin, PE Webs connected as follows: 2x4 -1 row at 0-9-0 oc. using a Digital Signature. 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 printed copies Of this p ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. document 3) Unbalanced roof live loads have been considered for this design. are not Considered 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. signed and sealed and the 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-2-8, Exterior(21R) 10-2-8 signature must be verified to 13-2-8, Interior(1) 13-2-8 to 22-11-8, Exterior(2R) 22-11-8 to 25-11-8, Interior(1) 25-11-8 to 53-9-B, Exterior(2R) 53-9-8 to 56-9-8, on any electronic copies. Interior(1) 56-9-8 to 64-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Joaquin Velez PE No.68182 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 MiTek USA, Inc. FL Cert 6634 to the use of this truss component. 6904,Parke East Blvd. Tampa:FL 33610 Date: January 5,2022 Continued on Daae 2 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II-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/lPI1 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 PROSPERITY T26436022 510897 A22 ROOF SPECIAL 1 Job Reference (optional) Tibbeits Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:36 2022 Page 2 ID: RVAdaGTCgb4vZb2v1 Q7a5lziyFu-Dn8iFjQ1 ppUwigMwglY7s43p421fVZnOVewYS4zym01 NOTES- 6) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ('SCSI"), jointly produced by SBCA and TPI. The building owner or the owners authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restraint/bracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1481 lb uplift at joint 25, 598 lb uplift at joint 27 and 757 lb uplift atjoint 15. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ® 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 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 Qty Ply PROSPERITY T26436023 510897 A23 Roof Special Girder 1 Job Reference (optional) I IDDa1S Lumber uornparly, ralm Gay, r-L - 3ZtWt). ti.D3U s Uec u zUzt MI I eK Inaustrles, Inc. I ue Jan 4 1U:4z:4u zuzz rage 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-6YN D54TYt2_LASfhvbdxOwEUJfgcRKHcQGumaszym?z 16-9-10 2.4 2 8-9-1 12-7-8 16-6-0 22-11-8 29-1ri 35-5-11 41-10-0 4858 55-2-15 61-8-0 64-0-0 24-0 6-5-1 3-10-8 3-10-80. 10 6-1-14 6-1-14 6-0-5 6dS 6-8-6 6-8-6 6-5-1 2-0A 5x6 = 5.00 12 6x6 = 3x4 II 7 6x6 = 6x6 = 3 4 34 56 4x6 2 1 3 A 6.12 = 22 O NAILED NAILED NAILED NAILED NAILED NAILED 6x8 = 2x4 11 7x8 = B 35 36 37 9 3839 40 410 46 13 Scale = 1:118.0 27 26 25 24 6x12 MT20HS = 7x8 = NAILED 5x8 = 18 17 16 15 4x4 = NOP2X STP = NAILED NAILED NAILED 3x4 II 7x8 = 4x4 = 4x6 = NOP2X STP = NOP2X STP — 4x8 = 3x10 11 NAILED 8x12 = 4x6 = 2x4 11 3x6 11 24-0 16-M 644-0 2-0-0 8-9-1 12-7-8 15-10-0 22-11-8 29-1-6 35-5.11 41-10-0 488-8 55-2-15 61-8-0 62 11 2-0-0 6S1 3-10-8 3-2-8 0-8-0 6-5-8 6-1-14 64-5 64-5 6-&8 6-8-8 6-5-1 0 -0 04-0 2-M Plate Offsets (X,Y)— [1:0-3-5,0-0-10], [6:0-4-0,0-5-4], [8:0-2-12,0-3-0], [10:0-4-0,0-4-12], [17:0-2-0,0-4-8], [19:0-6-8,0-7-0], [21:0-4-0,0-4-8], [22:0-4-12,0-2-8], [23:0-3-12 ,0-2-12] LOADING (psfl SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.85 19-20 >641 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -1.27 19-20 >431 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.18 15 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(ILL) 0.85 19-20 >638 240 Weight: 909 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3-6: 2x6 SP DSS 2-0-0 oc purlins (4-4-7 max.): 3-6, 8-12. BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. 10-18: 2x4 SP No.2, 19-21: 2x6 SP DSS WEBS 2x4 SP No.2 REACTIONS. (size) 24=0-8-0, 27=0-8-0, 15=0-8-0 Max Horz 27=222(LC 7) Max Uplift 24=-2351(LC 8), 27=-662(LC 18), 15=967(LC 8) Max Grav 24=4453(LC 1), 27=768(LC 24), 15=2141(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1037/1780, 3-4=-1703/2926, 4-5=-5180/8557, 5-6=5450/8954, 6-7=-417/700, 7-8=-430/776, 8-9=-7290/4879, 9-10=-7290/4879, 10-11 =1 005516027, 11-12=-4155/2279, 12-13=-2944/1419,13-14=-336/148 BOT CHORD 26-27=-312/300, 25-26=-1620/1095, 24-25=-579/359, 23-24=-4458/2397, 5-23=-10351566, 22-23=-8420/5345, 21-22=2297/3938, 20-21=-2297/3932, 19-20=-6013/10299, 10-19=-86/526,17-18=-193/363,16-17=-1159/2606,15-16=-157/371,14-15=-157/371 WEBS 2-27=-700/677,2-26=-1467/934,3-26=-104/378,3-25=2003/1148,4-25=1630/2690, 23-25=-2695/1786, 4-23=-6389/3838, 6-23=-1860/1098, 6-22=-4833/8210, 7-22=-902/605, 8-22=-4693/3097, 8-20=-2444/3492, 9-20=-499/472, 10-20=-3235/1395, 17-19=2020/4090, 11-19=-3785/5956, 11-17=-2071/1263, 12-17=1032/1779, 12-16=-273/250, 13-16=-1004/2305, 13-15=-1965/1029 This item has been NOTES- electronically signed and 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: sealed by Velez, Joaquin, PE Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. using a Digital Signature. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 -1 row at 0-9-0 oc. Printed copies of this p 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 document are not considered ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. Signed and sealed and the 3) Unbalanced roof live loads have been considered for this design. Signature must be Verified 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=7ft; Cat. on an electronic co iE S. Y P 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 Joaquin Velez PE No.69182 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 1191Tek USA, Inc. FL Cert 8834 to the use of this truss component. 6904 Parke East Blvd. Tampa,FL 33610 Date: January 5,2022 Continued on Daae 2 ®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 any with Mr7ek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436023 510897 A23 Roof Special Girder 1 Job Reference (optional) Tibbettts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:40 2022 Page 2 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-6YN D54Nt2_LASfhvbdxOwE UJfgcRKHcQGumaszym?z NOTES- 6) WARNING: This long span truss requires extreme care and experience for proper and safe handling and erection. For general handling and erection guidance, see Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses ("BCSI"), jointly produced by SBCA and TPI. The building owner or the owner's authorized agent shall contract with a qualified registered design professional for the design and inspection of the temporary installation restraint/bracing and the permanent individual truss member restrainUbracing. MiTek assumes no responsibility for truss manufacture, handling, erection, or bracing. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2351 lb uplift at joint 24, 662 lb uplift at joint 27 and 967 lb uplift at joint 15. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 3-6=90, 6-7=90, 7-8=90, 8-12=-90, 12-14=-90, 24-28=20, 19-23=-20, 18-31=20 Concentrated Loads (lb) Vert: 36=49(F) 37=49(F) 39=49(F) 40=49(F) 41=49(F) 42=49(F) 44=49(F) 45=49(F) 46=49(F) 47=49(F) 48=49(F) 49=49(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. �' Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436024 510897 B1 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:42:58 2022 Page 1 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-aOTOtEhgeaFoLD18yNxAlj_a2vtOfXCFZ3FjDpzym7h 21 0 7-0-0 12-5-0 17-10-0 22-6-0 24-10-0 21-0 4-8-0 5-5-0 5-5-0 4-8-0 - 2-4-0 Special NAILED 6x6 = 2x4 II NAILED NAILED NAILED NAILED Special 6x6 = Scale = 1:42.1 3x4 = NOP2XSTP= 4x4 = NAILtu NAILCU 5x6 = NAILtU NAILtU 4x4 = NOP2XSTP= 3x4 = 3x6 II Special LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=104(LC 7) Max Uplift 12=-1317(LC 8), 8=1204(LC 8) Max Grav 12=1606(LC 39), 8=1606(LC 38) NAILED 12-5-0 Special 3x6 II CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TC 0.51 Vert(LL) 0.1710-11 >999 240 MT20 244/190 BC 0.53 Vert(CT) -0.14 10-11 >999 240 WB 0.64 Horz(CT) -0.03 8 n/a n/a Matrix -MS Weight: 131 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins, except 2-0-0 oc purlins (4-4-14 max.): 3-5.. BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 2-3=-1889/1637, 3-4=-2486/2395, 4-5=-2486/2395, 5-6=-1889/1661 BOT CHORD 10-11=-1423/1742, 9-10=-1413/1683 WEBS 2-12=-1512/1308, 2-11 =-1 533/1765, 3-11=-402/208, 3-10=-957/1047, 4-10=-872/660, 5-10=-957/1047, 5-9=-402/201, 6-9=1507/1765, 6-8=-1512/1252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1317 lb uplift at joint 12 and 1204 lb uplift at joint 8. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 214 lb down and 270 lb up at 7-0-0, and 214 lb down and 270 lb up at 17-10-0 on top chord, and 196 lb down and 197 lb up at 7-0-0, and 196 lb down and 197 lb up at 17-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on Daae 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa, FL 33610 Date: January 5,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not DOE* a truss system. Before use, the building designer must vedfy the applicability of design parameters and property Incorporate this design into the overall R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436024 510897 B1 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:42:58 2022 Page 2 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-aOTOtEhgeaFoLD18yNxAlj_a2vtOfXCFZ3FjDpzym7h LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=90, 3-5=90, 5-7=90, 13-16=-20 Concentrated Loads (lb) Vert: 3=-101(B) 5=101(13) 11=89(B) 10=-10(B) 4=-70(B) 9=89(B) 20=-70(B) 22=70(B) 23=-70(B) 25=-70(6) 27=-10(B) 28=10(13) 29=-10(B) 30=-10(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall -CF�•�YRG 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 ANSI1TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436025 510897 B2 Hip 1 1 Job Reference (optional) I IDDelyi Lumuer uurnpany, ralm Day, rL - ataUD, 2-4-0 6-8-0 5.00 12 s uec D ZUZI Iva I eK Inaustrles, Inc. I ue uan 4 lU:4z:Dy zuzz rage i Q7a5lziyFu-2C 104aiSPuNfyNcLW4SPHwWhFJE302_Pnj_GlFzym?g 5x6 = 3x4 = 5x6 — 3 20 21 r4c, 22 — 23 5 32 f 11e 10 9 3x4 —_ NOP2X STP = 5x8 = 4x8 3x6 II LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.73 BC 0.48 WB 0.41 Matrix -MS DEFL. in (lo' ) Vert(LL) -0.05 9- 0 Vert(CT) -0.12 9- 0 Horz(CT) 0.02 8 Wind(ILL) 0.05 9-,0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, It oc purlins (5-1-3 max.): 3-5. ceiling directly applied or 9-1-10 oc bracing. Scale = 1:42.1 24 N5 3x4 6 h 7 M I� NOP2X STP = 3x4 = 3x6 II Vdefl Ud PLATES GRIP >999 360 MT20 244/190 >999 240 n/a n/a >999 240 Weight: 124 lb FT = 20% BOTCHORD REACTIONS. (size) 11=0-8-0, 8=0-8-0 Max Horz 11=135(LC 11) Max Uplift 11=-606(LC 12), 8=-492(LC 12) Max Grav 11=1366(LC 1), 8=1366(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/32, 2-3=-1453/560, 3-4=-1223/600, 4-5=-1220/600, 5-6=-1452/559, 6-7=-266/45 BOT CHORD 10-11=-1141265, 9-10=410/1332 WEBS 2-11=-12801840, 2-10=-552/1146, 4-10=-286/133, 4-9=-289/133, 6-9=-550/1145, 6-8=-1281 /840 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=Z4 ; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 15-10-0, Exterior(2R) 15-10-0 to 20-0-15, Interior(1) 20-0-15 to 24-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 606 lb uplift at joint 11 aqd 492 lb uplift at joint 8. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic.copies. Joaquin Velez PE N0.68182 MiTek USA, Inc. FL Cert 6634 6904Parke.East Blvd.;Tampa.FL 33910 Date: January 5,2022 ® 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 componen�, 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 permanerjI bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436026 510897 B3 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 6.b3U s Uec 6 2U21 mi I ek industries, Inc. I ue Jan 4 1U:43:UU 2022 Page 1 I D:RVAdaGTCgb4vZb2�1 Q7a5lziyFu-WPanlwj5ABV WaWBX4n_eg63zbjXg7RoYONkpHhzym?f 2 4-0 6-8-0 11-0-0 13-10-0 181, 20 2-0 22-6-0 24-10.0 21 4-4-0 4-4-0 2-10-0 4.4-0 4A-0 2 4-0 Scale = 1:41.8 5x6 = 5x6 = 4 g 5.00 12 4x6 4x6 3 6 2x4 II cn 20 2x4 II 6 19 2 I 7 1 8 LA I� 0 12 11 10 r9 3x4 = NOP2X STP = 5x6 = 3x8 = 3x4 NOP2X STP = = 3x4 = 3x4 = 2-0-0 2 11-0.0 13-10-0 22-0-0 221 -0 24-10-0 2-0-0 0 8-8-0 2-10-0 8-8-0 0-4 2-0-0 Plate Offsets X,Y — 1:0-0-0,0-0-15 , 4:0-3-0,0-2-4 , 5:0-3-0,0-2-4 , 11:0-3-0,0-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.11 9--j10 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.24 9-�10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wlnd(LL) 0.04 10-11 >999 240 Weight: 130 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD St��{{cI ral wood sheathing directly applied or 4-9-15 oc purlins, BOT CHORD 2x4 SP No.2 exce I WEBS 2x4 SP No.2 2-0- oc purlins (5-6-15 max.): 4-5. BOT CHORD Rigi ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 12=0-8-0, 9=0-6-0 Max Hors 12=-164(LC 10) Max Uplift 12=-606(LC 12), 9=492(LC 12) Max Grav 12=1366(LC 1), 9=1366(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-398/103, 2-3=259/123, 3-4=-12901570, 4-5=-1105/581, 5-6=-1287/568, 6-7=-261/121, 7-8=400/101 BOT CHORD 1-12=-43/367, 11-12=-399/1183, 10-11=-277/1103, 9-10=392/1182, 8-9=41/369 WEBS 2-12=-337/344, 3-12=-1486/865, 6-9=1483/868, 7-9=-337/344 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24 ; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-0-0. E erior(2E) 11-0-0 to 13-10-0, Exterior(2R) 13-10-0 to 18-2-7, Interior(1) 18-2-7 to 24-10-0 zone; cantilever left and right exposed ;C-Clor 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. This Item has been 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tal by 2-0-0 wide sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 606 lb uplift at joint 12 and 492 lb uplift Printed cop les of this at joint 9. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom c lord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFO E USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building componer�I, 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?PI1 Quality Criteria, DSB-89 and BCSI E ullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 1Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436027 510897 B4 Common 2 1 Job Reference (optional) I IDDatVS LUmDer uumpany, calm bay, I-L - 42`1=, 2-4-0 7-4-8 3 2x4 II 18 2 _- 1 5.00 12 19 4x6 3 r e 10 11 5x6 = 3x4 = NOP2X STP = 5x6 = 4x4 = 4 15-9-5 9 s Uec b Lu/ i ivii I eK Inuusml es, mc. I ue Jan 4 u:93:u 1 LVLL rage i 20 Q7a5lziyFu-?b89VGjjxVdNCgmjdVVfMLb6L7wusg8jF1TNgBzym?e 22-6-0 24-10-0 5-0-8 2:4 4x6 5 Scale = 1:41.8 21 2x4 II - 6 3x4 = NOP2X STP = 5x6 = Plate Offsets X,Y — 1:0-0-0,0-0-15 , 10:0-3-0,0-3-0 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 9- 0 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.12 9- 0 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) 0.05 9-10 >999 240 Weight: 125 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigic ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 8=0-8-0, 11=0-8-0 Max Horz 11=-185(LC 10) Max Uplift 8=-492(LC 12). 11=606(LC 12) Max Grav 8=1366(LC 1), 11=1366(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-344/122, 3-4=-1357/677, 4-5=-1357/677, 6-7=-344/122 BOT CHORD 1-11=-52/315, 10-11=-442/1240, 9-10=269/994, 8-9=-426/1240, 7-8=-52/315 WEBS 4-9=-129/384, 5-8=1533/864, 6-8=395/383, 4-1 0=-1 28/384, 3-11=-1533/865, 2-11=-395/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24f II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-5-0, Ex to 15-5-0, Interior(1) 15-5-0 to 24-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFF 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 require to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 lb uplift at joint 8 an, joint 11. eave=4ft; Cat. rior(2R) 12-5-0 i for reactions tents specific This item has been y 2-0-0 wide electronically signed and sealed by Velez, Joaquin, PE 506 lb uplift at using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182, MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design for MiTek® This design is based is for Individual building ' valid use only with connectors. only upon parameters shown, and an componen , not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the oerall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pennanerII 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 oftrusses and truss systems, see ANS11rPl1 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 1Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436028 510897 C1 Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:03 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-x_GvwxlzS6u4R_w6lwXLSmhTKwcoKuE_iLyUuOzym?c 2-4-0 6-5-2 7-2-14 11-3-2 12-0 11 13-10-14 16-0-0 2 4-0 4-1-2 0-9-12 4-0-5 0-9-9 1-10-2 2-7-2 3.54 F12 NAILED 6x6 = 5x6 � Special NAILED Special 5x6 = NAILED 3x4 = NOP2X STP = 4x6 = . I- ---- 4x12 = NOP2X STP = 3x6 it NAILED Special NAILED 2-0 0 2 4-0 6-5-2 11-3-2 16-6-0 2-0-0 -4 4-1-2 4-10-1 5-2-14 6x6 = Scale = 1:31.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TIC 0.34 Vert(LL) 0.10 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.07 W-11 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) -0.02 9 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MS Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except' TOP CHORD 1-3,7-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 *Except* 8-9: 2x6 SP No.2 REACTIONS. (size) 9=0-8-0, 12=0-8-0 Max Horz 12=117(LC 8) Max Uplift 9=-661(LC 5), 12=855(1_13 8) Max Grav 9=979(LC 1), 12=1274(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1242/952, 3-4=-1118/913, 4-5=1197/1029, 5-6=-1208/1041, 6-7=-1270/1063 BOT CHORD 10-11=-944/1150, 9-10=-711/932 WEBS 2-12=-1182/857, 2-11=-863/1206, 4-11=-369/356, 7-10=450/490, 7-9=-1220/964 Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5, 7-8. Rigid ceiling directly applied or 5-9-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where axectangle 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 661 lb uplift at joint 9 and 855 lb uplift at joint 12. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 467 lb down and 432 lb up at 7-2-14, and 467 lb down and 433 lb up at 11-3-2 on top chord, and 32 lb down and 2 lb up at 7-0-0, 41 lb down at 7-2-14, 29 lb down and 104 lb up at 7-5-2, 29 lb down and 104 lb up at 11-0-14, and 41 lb down at 11-3-2, and 32 lb down and 2 lb up at 11-5-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE NoAM82 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 Continued on Dacie 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 onlyupon parameters shown, and is far an individual building component, not Nil a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent. bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436028 510897 C1 Roof Special Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:03 2022 Page 2 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-x_GvwxlzS6u4R_w6lwXLSmhTKwcoKuE iLyUuOzym?c LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-90, 3-4=90, 4-5=90, 5-6=-90, 6-7=-90, 7-8=-90, 9-13=-20 Concentrated Loads (Ib) Vert: 4=-167(F) 5=-167(F) 11=8(F) 10=2(F) 17=-70(F) 19=-9(F) 20=-1O(F) 21=-10(F) 22=-21(F) 23=16(F) 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 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 ANSUTPN 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 PROSPERITY T26436029 510897 C2 Roof Special 1 1 Job Reference (optional) Tibbeds Lumber Company, Palm Bay, FL - 32905, t1.53U s Uec b 2Uz1 MI I eK Inauslrles, Inc. I ue dan 4 1U:43:U4 ZULz rage 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-PAgH7HmbDQOx38VIJd2a_DXKKxP3JO8x?i1 QTzym?b 9.5-15 2-4-0 9-0-0 9r3-0 , 11-_1.0-14 _,_ 16-6.0 2-4-0 6-8-0 0-3- 2.4-14 4-7.2 0.2-15 Scale = 1:31.5 4x6 = 3x4 = 8 6 NOP2X STP = 4x8 = NOP2X STP = 3x6 II 9-0-0 6x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefi Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.05 6-7 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.10 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC20201rP12014 Matrix -MS Wind(LL) 0.02 7 >999 240 Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. WEBS 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. 5-6: 2x6 SP No.2 REACTIONS. (size) 6=0-8-0, 8=0-8-0 Max Horz 8=167(LC 12) Max Uplift 6=-282(LC 12), 8=472(LC 12) Max Grav 6=745(LC 1). 8=1045(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-264/32, 2-3=-873/439, 3-4=-772/499 BOT CHORD 6-7=-500/745 WEBS 2-8=-966/894, 2-7=-355/589, 4-6=-845/577 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-3-0, Exterior(2E) 9-3-0 to 11-10-14, Interior(1) 11-10-14 to 16-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and 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 sealed by Velez, Joaquin, PE will fit between the bottom chord and any other members. . using a Digital Signature. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 282 lb uplift at joint 6 and 472 lb uplift at Printed copies of this joint 8. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not Considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 PROSPERITY T26436030 510897 CJ1 Comer Jack 12 1 Job Reference (optional) ribbdtts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 1 U:43:Ub 2UZ2 Vage 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-tMOgLdmD_k8ogl4UsLZpXBmsfkNFosxHAeRazvzym7a 1-0-0 Scale = 1:7.5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 3 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=Mechanical, 3=Mechanical Max Horz 2=86(LC 1), 3=-86(LC 1) Max Uplift 2=-83(LC 12) Max Grav 2=109(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/118 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE N0.68182 MiTek USA, Inc, FL'Cert 6834 69D4 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Ir' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �`j 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 fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply PROSPERITY T26436031 510897 �]CJ2 Corner Jack 6 1 Job Reference (optional) fibbetlt Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:06 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-LZy2Yznrll GfIRfhQ2423PJ118htXlxRP1B8VLzym?Z 2-5-9 3x6 11 Scale = 1:10.6 2-5-2 0- -7 Plate Offsets (X,Y)— [1:0-0-0,0-0-15j, [1:0-0-15,0-6-11j LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.2 WEDGE Left: 2x4 SP SS REACTIONS. (size) 3=Mechanical, 4=0-4-11, 4=0-4-11 Max Horz 3=175(LC 1), 4=175(LC 1), 4=-175(LC 1) Max Uplift 4=-188(LC 12) Max Grav 4=256(LC 1), 4=256(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-521/232, 2-3=-342/160 BOT CHORD 1-4=-175/509 WEBS 2-4=-218/456 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 188 lb uplift at joint 4. Sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 69D4 Parke East Blvd. Tampa,FL 33610 bate: January 5,2022 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply PROSPERITY TC T26436032 510897 Corner Jack 4 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:07 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-pIWQmJoU WLO WwbEt_mcHccr7TXxCGk8adywhl nzym7Y 3-0-0 3-0-0 Scale = 1:11.7 NOP2X STP = 2-8-0 3x6 11 3-0-0 2-8-0 0�-0 Plate Offsets (X,Y)-- [1:0-0-010-0-15) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(ILL) -0.00 4-5 >999 240 Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=74(LC 12) Max Uplift 3=-220(LC 1), 4=243(LC 1), 5=-483(LC 12) Max Grav 3=11B(LC 12), 4=146(LC 12), 5=785(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-431/837 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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 chard 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 220 lb uplift at joint 3, 243 lb uplift at This item has been joint 4 and 483 lb uplift at joint 5. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa,FL 33610 Date: January 5,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll quality Criteria, DS8-89'9nd BCS/ Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436033 510897 CJ3P Corner Jack 8 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:07 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-pIWQmJoU WLOWwbEt—mcHccr7TXxCGk8adywhl nzym?Y 3-0-0 Scale = 1:11.7 NOP2X STP = 3x6 II 2-8-0 , 3-0-0 , 2-8-0 Plate Offsets (X,Y)— [1:0-0-010-0-15[ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.00 5 >999 360 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MP Wind(ILL) -0.00 4-5 >999 240 Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=74(LC 12) Max Uplift 3=-220(LC 1), 4=243(LC 1), 5=-483(LC 12) Max Grav 3=118(LC 12), 4=146(LC 12), 5=785(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-431/837 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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 220 lb uplift at joint 3, 243 lb uplift at This item has been joint 4 and 483 lb uplift at joint 5. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ;Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ® 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 MTek0 connectors. This design is based only upon parameters shown, and Is for an individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type city Ply PROSPERITY T26436034 510897 CJ5 Corner Jack 4 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:08 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a51ziyFu-Hx3ozfp6Hf WNXlo3YT7W9gOJnxK9?C1 kscgFaEzym?X 5-0-0 NOP2X STP = 2x4 II Scale = 1:17.4 Plate Offsets (X,Y)— [1:0-0-0,0-0-15] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.07 3 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -MP Wind(LL) -0.02 4-5 >999 240 Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=125(LC 12) Max Uplift 3=54(LC 9), 4=-25(LC 1). 5=276(LC 12) Max Grav 3=72(LC 17), 4=29(LC 8). 5=515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/115 BOT CHORD 1-5=-116/276 WEBS 2-5=-351/599 NOTES- 1) Wind: ASCE 7-16; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading. requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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. This Item has been 6) Refer to girder(s) for truss to truss connections: 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3, 25 lb uplift at joint 4 electronically signed and and 276 lb uplift at joint 5. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic.copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. TempaFL 33610 Date: January 5,2022 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 Nil 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436035 51 BB97 CJ5P Corner Jack 4 1 Job Reference (optional) ribbeKs Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:09 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-m8dAA?gk2yeE9vNG5AelhlxVHLefkfNt5GPo6gzym?W 5-0-0 5-0-0 Scale = 1:17.4 NOP2X STP = 2x4 II 2-0-0 2-4-0 5-0-0 2-0-0 0-4-0 2-8-0 Plate Offsets (X,Y)— [1:0-0-010-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Wind(LL) -0.01 4-5 >999 240 Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=125(LC 12) Max Uplift 3=-58(LC 9), 4=-58(LC 18), 5=-332(LC 12) Max Grav 3=69(LC 17), 4=13(LC 3), 5=515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-273/118 BOT CHORD 1-5=-116/276 WEBS 2-5=-351/565 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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 This item has been will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3, 58 Ib uplift at joint 4 sealed by Velez, Joaquin, PE and 332 lb uplift at joint 5. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke fast Blvd. Tampa,FL 33610 Date: January 5,2022 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual bullding component, not I truss system. Before use, the building designer must verify the applicability of design parameters and prop edy incorporate this design Into the overall so building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436036 510897 D1 Hip Girder 1 1 Job Reference (optional) ribbe:Rs Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:10 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-EKBZOLgMpGm5n3ySfu9_EFTgyl2AT6FOJw9Le6zym?V 2-4-0 5-0.0 10-5-0 , 13-1-0 15-5-0 2-4-0 2.8-0 5-5-0 2 8-0 2-4-0 Special 6x8 = NAILED Special NAILED Sx6 = Scale = 1:25.9 6 Ii 3x4 = NOP2X STP = NOP2X STP = Special Special 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2020rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 10=0-8-0, 7=0-8-0 Max Horz 10=-75(LC 6) Max Uplift 10=-753(LC 8), 7=628(LC 8) Max Grav 10=841(LC 39), 7=784(LC 37) 2x4 11 CSI. DEFL. in (loc) Weill Lid PLATES GRIP TC 0.32 Vert(LL) 0.06 8-9 >999 240 MT20 244/190 BC 0.25 Vert(CT) -0.06 8-9 >999 180 WB 0.12 Horz(CT) 0.01 7 n/a n/a Matrix -MS Weight: 76 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-566/534, 3-4=-516/549, 4-5=-562/551 BOT CHORD 8-9=-404/512 WEBS 2-10=-771/670, 2-9=-602/701, 5-8=546/650, 5-7=-763/619 NOTES- ' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposed ; 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and'any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 753 lb uplift at joint 10 and 628 lb uplift at joint 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-1Od (0.148"4") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 272 lb down and 257 lb up at 5-0-0, and 272 lb down and 257 lb up at 10-5-0 on top chord, and 170 lb down and 253 lb up at 5-0-0, and 170 lb down and 253 lb up at 10-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on oaoe 2 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ® 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 ANS11TP1I 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 PROSPERITY T26436036 510897 D1 Hip Girder 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:10 2022 Page 2 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-EKBZOLgMpGm5n3ySfu9_EFTgyl2AT6FOJw9Le6zym?V LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=90, 3-4=90, 4-6=90, 11-14=-20 Concentrated Loads (lb) Vert: 3=94(B)4=94(B)9=117(B)23=117(B) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ' Design valid for use ontywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not Nil 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 ANSYTPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty PIy PROSPERITY T26436037 510897 D2 Hip 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:11 2022 Page 1 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-iWlxbgr aauyODXeDbgDmSOpi9JMCVeAYauvAZzym7U 2-4-0 7-0-0 8-5-0 13-1-0 15-5-0 2-4-0 44W 1-5-0 4-8-0 213-0 3x4 = NOP2X STP = 3x6 11 5x6 = 5x6 = 17 18 NOP2X STP = 5x6 = Scale = 1:26.0 LOADING (psf) TOLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.45 BC 0.57 WB 0.37 Matrix -MS DEFL. in Vert(LL) 0.15 Vert(CT) -0.06 Horz(CT) -0.00 (loc) I/deft Ud 7-8 >875 240 7-8 >999 240 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 74 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (6-0-0 max.): 3-4. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 9=0-8-0, 7=0-8-0 Max Horz 9=-105(LC 10) Max Uplift 9=-656(LC 12). 7=532(1_13 12) Max Gram 9=848(LC 1), 7=848(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/159, 2-3=-561/974, 3-4=-436/973 BOT CHORD 1-9=-81/274, 8-9=133/290, 7-8=-602/416 WEBS 2-9=-767/1087, 2-8=-1016/530, 4-8=-378/137, 4-7=-567/886, 5-7=415/386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-0-0, Exlerior(2E) 7-0-0 to 8-5-0, Exterior(2R) 8-5-0 to 12-7-15, Interior(1) 12-7-15 to 15-5-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. This Item has been 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. sealed by Velez, Joaquin, PE 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 656 lb uplift at joint 9 and 532 lb uplift at using a Digital Signature. joint 7. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Printed copies of this p document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 _ MiTek USA, Inc. FL Cert 6634- 6904 Parke East Blvd. Tampa`FL 33610 Date: January 5,2022 ® WARNING - Vedfy 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 MTekO 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' Isalways 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 ANSUPP11 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 Truss Truss Type Qty PIy PROSPERITYT26436038 L510139lob 7 D3 Common 2 1 Job Reference (optional) ribbeNs Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:12 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-AiJJpOscLtOpOM6rnJBSJgZynYgjxwUJnEeSj?zym?T 2-4-0 7-8-8 13-1-0 15 5-0 2-4-0 5-4-8 5-4-8 21-D 4x6 = NOP2X STP = 3xs II NOP2X STP = 3x6 11 Scale=1:27.3 5 Ic? 0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.55 BC 0.50 WB 0.46 Matrix -MS DEFL. in Vert(LL) 0.08 Vert(CT) -0.03 Horz(CT) 0.00 (loc) Vdefl Ud 7-8 >999 240 6-7 >999 240 6 n/a n/a PLATES GRIP MT20 2441190 Weight: 71 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 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 6=0-8-0, 8=0-8-0 Max Horz 8=-115(LC 10) Max Uplift 6=-532(LC 12), 8=-656(LC 12) Max Grav 6=848(LC 1), 8=848(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-560/1001, 3-4=-560/1001 WEBS 3-7=-326/89, 4-7=900/473, 4-6=-759/1055, 2-7=-900/473, 2-8=759/1055 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MVVFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-D-0to 7-8-8, Exterior(2R) 7-8-8 to 10-8-8, Interior(1) 10-8-8 to 15-5-0 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This Item has been will fit between the bottom chord and any other members. I 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 532 lb uplift at joint 6 and 656 lb uplift at electronically signed and joint 8. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa.FL 33610' Date: January 5,2022 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI!!PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436039 510897 D4 Common Supported Gable 1 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:13 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-evthOMtE6BBgeWh1 KOihst5EKy74gU6TOuNOFRzym?S 5-8-8 5-8-8 4x4 = 11-5-0 11-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 Scale = 1:21.5 PLATES GRIP MT20 244/190 Weight: 54 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 11-5-0. (lb) - Max Horz 14=-83(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 14, 8, 13, 9 except 12=-107(LC 12), 10=-107(LC 12) Max Grav All reactions 250 lb or less at joint(s) 14, 8, 11, 12, 13, 10, 9 FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-100/272, 4-5=100/272 WEBS 3-12=-197/298, 2-13=181/289, 5-10=197/298, 6-9=-180/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 5-8-8, Comer(3R) 5-8-8 to 8-8-8, Exterior(2N) 8-8-8 to 11-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPl 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, S. 13, 9 except Qt=lb) 12=107, 10=107. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic, copies. ;Joaquin Velez PE No.68182 - MiTek USA, Inc. FL Cert 6634 ' 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ° Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not Nil a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply PROSPERITY T26436040 510897 EJ4 Jack -Open 6 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:14 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-65R3EitttVGWFgGDukEwO5eJvMMRPwUcEY7Znuzym?R 2-4-0 2x4 115 Scale = 1:13.6 NOP2X STP = 2-0-0 3-11-7 2-M 1-11-7 Plate Offsets (X,Y)-- [1:0-0-0,0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) 0.00 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.06 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Wind(LL) -0.01 4-5 >999 240 Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=98(LC 12) Max Uplift 3=-34(LC 3), 4=-77(LC 1), 5=308(LC 12) Max Grav 3=20(LC 10), 4=51(LC 12), 5=535(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-330/610 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-10-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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) 3, 4 except (jt=lb) This item has been 5=308. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. .Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 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 prop edy incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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/rFl1 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 PROSPERITY T26436041 510897 EJ5 Jack -Open 4 1 Job Reference (optional) Tibbe'6s Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:15 2022 Page 1 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-aH SR2uVeoONtgrPSR19xlBVOmioBNmmTCs6JK7ym7Q 5-0-0 NOP2X STP = Scale = 1:15.8 Plate Offsets (X,Y)— [1:0-0-0,0-0-151 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.01 4-5 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.07 3 n/a n/a BCDL 10.0 Code FBC20201TPI2014 Matrix -MP Wind(LL) -0.02 4-5 >999 240 Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=125(LC 12) Max Uplift 3=-54(LC 9), 4=-25(LC 1), 5=-276(LC 12) Max Grav 3=72(LC 17), 4=29(LC 8), 5=515(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-284/115 BOT CHORD 1-5=-116/276 WEBS 2-5=-351/599 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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. This Item has been 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) 3, 4 except at=lb) electronically signed and 5=276. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 8834 '6904 Parke East Blvd. Tempa,FL 33610 Date: January 5,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 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 Bet 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 ANSVTPIf 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 PROSPERITY T26436042 510897 E.16 Jack -Open 2 1 Job Reference (optional) Tibbe`ls Lumber Company, Palm Bay, FL - 32905, NOP2X STP = 2x4 11 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:16 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-2UYgfOv706WEV_QcO9GOTWjfYA5vtprviscgsmzym?P Scale = 1:21.4 2-0-4-0, 6-10-0 2 2-0-0-0 -4 4-M Plate Offsets (X,Y)— [1:0-0-0,0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 23 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 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=171(LC 12) Max Uplift 3=-117(LC 12), 5=273(LC 12) Max Grav 3=161(LC 17), 4=65(LC 3), 5=568(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/159 BOT CHORD 1-5=-145/332 WEBS 2-5=-449/660 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-9-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chard 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. This item has been 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) electronically Signed and 3=117, 5=273. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FIL Cert 6634 8904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ® WARNING -Verily 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436043 510897 EJ7 Jack -Open 10 1 Job Reference (optional) ribbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:16 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-2UYgfOv7O6WEV_QcO9GOTWjc9A_Ltp6viscgsmzym?P 2-4-0 7-0-0 ' 2-4-0 ' 4-8-0 —' Scale = 1:21.8 NOP2X STP = 2x4 II 2-0-0 2-0-0 5-0-0 Plate Offsets (X,Y)— [1:0-0-0,0-0-151 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.12 4-5 >454 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.12 4-5 >480 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.09 3 n/a rile BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 23 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 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=175(LC 12) Max Uplift 3=131(LC 12), 4=-84(LC 9), 5=-374(LC 12) Max Grav 3=162(LC 17), 4=69(LC 3), 5=575(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-336/173 BOT CHORD 1-5=-147/333 WEBS 2-5=-460/563 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=O.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 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 This item has been will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) sealed by Velez, Joaquin, PE 3=131, 5=374. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ,Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436044 510897 EJ7P Jack -Open 26 1 Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:17 2022 Page 1 ID:RVAdaGTCgb4vZb2�1 Q7a51ziyFu-Xg6Cskw19Qe568_oZsndOjGnvZKacGM2wWLDOCzym?O 2-4-0 7-0-0 2-4-0 4-8-0 3 Scale = 1:21.8 5.00 12 I 2x4 II 10 9 m u� 2 d A eS Li 6 12 V 3x4 = ,t I 5 11 I 4 NOP2X STP = 2x4 11 2-0-0 7-M r 2-0-0 5-04) Plate Offsets (X Y)— [1:0-0-010-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.12 4-5 >454 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.12 4-5 >480 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.09 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 23 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 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=175(LC 12) Max Uplift 3=-131(LC 12), 4=84(LC 9), 5=-374(LC 12) Max Grav 3=162(LC 17), 4=69(LC 3), 5=575(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-336/173 BOT CHORD 1-5=-147/333 WEBS 2-5=-460/563 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; ea a=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. I 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 210-0 wide This item has been will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. I electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) sealed by Velez, Joaquin, PE 3=131, 5=374. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified II on any electronic copies. Joaquin Velez PE N o.68182 MiTek USA, Inc. FL Cert;6634 6904 Parke East Blvd. Tempa,FL 33610 Date: January 5,2022 I A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020BEFORE 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[ M iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I Tampa, FL 36610 Truss Truss Type City Ply PROSPERITYT26436045 �;. HJ4 Diagonal Hip Girder 1 1 _� Job Reference (optional) Tibbehs Lumber Company, Palm Bay, FL - 32905, 6.53U s Dec 5 2021 Mfrek Industries, Inc. I ue Jan 4 1 U:43:16 ZU22 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-?sga34wNwjnykHZ7ZIsYxpzgzmSLhNC9A5mwfzym?N 2-6-2 6-9-6 2-6-2 4-3-3 Scale = 1:19.2 3x6 11 2-1-13 14-7-9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -MS Weight: 22 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 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-11 Max Horz 5=157(LC 8) Max Uplift 3=-102(LC 8), 5=-938(LC 17) Max Grav 3=141(LC 28), 4=56(LC 3), 5=763(LC 29) FORCES: (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-622/1076 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 3=102, 5=938. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 434 lb down and 764 lb up at 2-8-0, and 434 lb down and 764 lb up at 2-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=90, 4-6=-20 Concentrated Loads (lb) Vert: 2=642(F=321, B=321) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE NoAM82 MiTek USA, Inc. FL Cart 6634 6604 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ®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 Mirek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and SCSI Building Component Blvd. a e Est Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parkrk East Job Truss Truss Type Qty Ply PROSPERITY T26436046 510897 HJ4A Jack -Open 1 1 1Job Reference (optional) ribbeAs Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:19 2022 Page 1 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-T3EyHQx?hlvpMR8BhHp55BL7xNOB4BPLOggKS5zym?M 4-9-5 4-9-5 3x6 = 4-9-5 Scale= 1:18.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.02 3-4 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.05 3-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.10 2 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -MR Wlnd(LL) 0.07 3-4 >780 240 Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BOT CHORD REACTIONS. (size) 4=0-8-8, 2=Mechanical, 3=Mechanical Max Horz 4=104(LC 12) Max Uplift 4=-43(LC 12), 2=131(LC 12), 3=-6(LC 12) Max Grav 4=247(LC 1), 2=183(LC 1), 3=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-221/261 Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=131. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic.copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 0634 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ® 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 HBO 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 ANS11TP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436047 510897 HJ5 Diagonal Hip Girder 2 1 >, Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:20 2022 Page 1 ID:RVAdaGTCgb4vZb2vlQ7a5lziyFu-xFoLUlydSL1gzbjNF_LKeMuISnJhpclVdUat?Xzym?L 3-3-4 $-5-1¢ 7-0-2 3-34 -2-1 3-6-3 Scale: 3/4"=1' 2x4 11 2-9-9 3-3 4 5-2 4 7-0-2 2-9-9 05 10 1-11-0 1-9-14 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.05 5 >820 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.11 5 >411 240 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(CT) -0.07 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Wind(LL) -0.07 5 >5R4 240 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-11-5 Max Horz 6=124(LC 8) Max Uplift 3=-97(LC 8), 4=-199(Lc 17), 6=-743(LC 8) Max Grav 3=116(LC 28), 4=51(LC 24), 6=929(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-315/658 BOT CHORD 1-6=-567/303, 5-6=-567/179 WEBS 2-5=-211/666, 2-6=865/643 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 4=199, 6=743. 7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 475 lb up at 4-2-15, and 242 lb down and 475 lb up at 4-2-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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=-90, 4-7=20 Concentrated Loads (lb) Vert: 10=399(F=199, B=199) 11=-161(F=-80, B=80) 12=126(F=63, B=63) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 '6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 & 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 Mirek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Truss Truss Type Qty Ply PROSPERITYT26436048 L510897lob �H,16 Diagonal Hip Girder 2 1 i Job Reference (optional) ribbefis Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:21 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-PRMji5zGDe9XbllZoisZAZQT5Bn3Y2Ger8JRX_zym?K 2.6-2 1-2-10 3-9-9 5 3x6 11 LOADING (psf) SPACING- 2-0-0 CsL TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 TCDL 15.0 Lumber DOL 1.25 BC 0.29 BCLL 0.0 Rep Stress Incr NO WB 0.23 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-11 Max Horz 5=174(LC 8) Max Uplift 3=-125(LC 8), 5=909(LC 17) Max Grav 3=174(LC 28), 4=74(LC 3), 5=784(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-654/1029 Scale=1:20.6 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.03 4-5 >999 240 MT20 244/190 Vert(CT) -0.04 4-5 >999 180 Horz(CT) 0.06 3 n/a n/a Weight: 25 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=125, 5=909. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 434 lb down and 764 lb up at 2-8-0, and 434 lb down and 764 lb up at 2-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 2=642(F=321, B=321) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL.Cert 6634 6904.Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not B�e a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ii�•��` 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 ANSUTP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T264361)49 510897 HJ7 Diagonal Hip Girder 2 1 �, Job Reference (optional) ribberts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:22 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-tew5vR_uyHODvtmMPNojnzfAa5kHWxn4o3_3Qzym?J 3-3-4 64-0 9-10-1 MA 3-0-12 3-6-1 Scale = 1:20.4 NAILtU NAILtU NAILEU 3x4 = 3x4 = 2-9-9 3-3 4 9-10-1 ' 2-9-90-5-10 6-6-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.11 6-7 >696 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.12 6-7 >659 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS 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 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=174(LC 8) Max Uplift 4=-84(LC 8), 5=-128(LC 17), 7=-770(LC 8) Max Grav 4=159(LC 17), 5=187(LC 24), 7=1004(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/715, 2-3=-385/808 BOT CHORD 1-7=-632/369, 6-7=265/220 WEBS 3-6=-261/313, 3-7=600/414, 2-7=-408/388 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for 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 at=lb) 5=128, 7=770. 7) "NAILED" indicates 3-1Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per Nos guidlines. This item has been 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 475 lb up at electronically signed and 4-2-15, and 242 lb down and 475 lb up at 4-2-15 on top chord. The design/selection of such connection device(s) is the sealed by Velez, Joaquin, PE responsibility of others. using a Digital Signature. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert: 1-4=-90, 5-8=20 Concentrated Loads (lb) on any electronic copies. Vert: 11=399(F=199, B=199) 12=90(F=45, B=45) 13=161(F=80, B=-80) 14=126(F=63, B=63) 15=6(F=3, B=3) Joaquin Velez PE No.68182 MiTek USA, Inc. FL.Cert 6834 6904 Parke East Blvd. Tanrl 33610 Date: January 5,2022 ®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 possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-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 PROSPERITY T26436050 510897 HJ7A Diagonal Hip Girder 1 1 � � Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:25 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-IDbEXTOmHtfz4McK1 XwVLPbATo7QUthEmmHeglzym7G 64-0 9-10-1 v 0 A NAILLU NAILLU NAILtU "^� — 3x4 = Scale = 1:21.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.08 5-6 >953 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.06 5-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 5=0-5-5, 6=0-11-5 Max Horz 6=174(LC 8) Max Uplift 4=-83(LC 8), 5=-191(LC 16). 6=-817(LC 8) Max Grav 4=159(LC 17), 5=53(LC 24), 6=954(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-299/712, 2-3=300/800 BOT CHORD 1-6=-629/299, 5-6=263/182 WEBS 3-5=-216/311, 3-6=611/368, 2-6=-430/377 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; 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) 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 (jt=lb) 5=191, 6=817. 7) "NAILED" indicates 3-1 Old (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 475 lb up at 4-2-15, and 242 lb down and 475 lb up at 4-2-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=90, 5-7=20 Concentrated Loads (lb) Vert: 10=399(F=199, B=199) 11=90(F=45, 9=45) 12=161(1`=-80, B=-80) 13=126(F=63, B=63) 14=6(F=3, B=3) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 ' 6904 Parke East Blvd. Tampa, FL 33610 Date: January 5,2022 ® 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 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 ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply, PROSPERITY T26436051 510897 HJ7P Diagonal Hip Girder 1 1 u Job Reference (optional) Tibbef-ts Lumber Company, Palm Bay, FL - 32905, 3-3-4 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:27 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-Ebjy91 OpUvgJglj9yzzQggVvbpvynAXE4mlkdzym7E 64-0 9-10-1 Scale = 1:20.4 NAILLU 3x4 = NAILtU NAILLU 3x4 = 2-9-9 1 3-3-4 , 9-10-1 2-9-9 0-5-10 6-6-13 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (Icc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.10 6-7 >793 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.10 6-7 >799 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP SS 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 6-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 7=0-11-5 Max Horz 7=174(LC 24) Max Uplift 4=86(LC 8), 5=-186(LC 8), 7=-824(LC 8) Max Grav 4=159(LC 17), 5=45(LC 24), 7=955(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-286/715, 2-3=301/808 BOT CHORD 1-7=-632/288, 6-7=265/185 WEBS 3-6=-218/313, 3-7=612/354, 2-7=-428/376 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=1511; B=45ft; L=24ft;,eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except (jt=lb) This item has been 5=186,7=824. 7) "NAILED" indicates 3-10d (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. electronically Signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 475 lb up at sealed by Velez, Joaquin, PE 4-2-15, and 242 lb down and 475 lb up at 4-2-15 on top chord. The design/selection of such connection device(s) is the using a Digital Signature. responsibility of others. Printed copies of this feCOp 9) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) on any electronic copies. Vert: 14=90, 5-8=20 Concentrated Loads (lb) Joaquin Velez PE No.68182 Vert: 11=399(F=199, B=199) 12=90(F=45, B=45) 13=161(1`=80, B=-80) 14=126(F=63, B=63) 15=6(F=3, B=3) M1Tek USA, Inc. FL.Cert 6634 6904 Parke East Blvd. Tampa,F. L 33810. Date: January 5,2022 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 ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply PROSPERITY T26436052 510897 PB1 Piggyback 1 1 �r � Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MITeK Industries, Inc. Iue Jan 4 10:43:29 2022 Page 1 ID:RVAdaGTCgb4vZb2v1Q7a5lziyFu-A_rkNg3HL690Z v6GN?RVFmxYPZXQj_phNFspwzym?C 4-7-11 10-7-11 _ _ _, 15-3-6 4-7-11 6.0-0 4-7-11 3x4 = 2x4 II 3x4 = 15-3-6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 11-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 9 n/a nla BCDL 10.0 Code FBC20201TPI2014 Matrix-S Wind(LL) 0.00 10 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.2 BOT CHORD REACTIONS. All bearings 15-3-6. (lb) - Max Horz 1=-65(LC 10) Scale = 1:26.2 PLATES GRIP MT20 244/190 Weight: 48 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. Rigid ceiling directly applied or 10-0-0 oc bracing. Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 2=-118(LC 12), 8=-115(LC 12), 11=-152(LC 9). 12=-112(LC 12),10=-112(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 9, 9 except 2=263(LC 1), 8=264(LC 1), 11=432(LC 1), 12=323(LC 21), 10=323(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-11=-349/329, 3-12=-250/256, 7-10=2501247 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-14 to 3-7-11, Interior(1) 3-7-11 to 4-7-11, Exterior(2R) 4-7-11 to 8-10-10, Interior(1) B-10-10 to 10-7-11, Exterior(2E) 10-7-11 to 15-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9 except (jt=lb) 2=118, 8=115, 11=152, 12=112, 10=112. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa.FL 33610 Date: January 5,2022 ® WARNING -Verify design parameters and READ NOTES ON T}il5 AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6I19Y1020 BEFORE USE. pal' valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436053 510897 PB2 Piggyback 1 1 u ■ Job Reference (optional) I IDDet1s Lumber L ompany, calm bay, rL - azaub, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:30 2022 Page 1 ID:RVAdaGTCgb4vZb2vl Q7a5lziyFu-eAP7bA4v5PHFA7Ulg5Wg2Tl6npvn996zwl?PLyzym?B 6-7-11 8-7-11 15-3-6 6-7-11 2-0-0 6-7-11 3x4 = 2x4 II 3x4 = I 15-3.6 15-3-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 11-12 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 9 rile n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-S Wind(LL) 0.00 10 >999 240 Scale = 1:26.2 I6 16 1 PLATES GRIP MT20 244/190 Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (6-0-0 max.): 4-6. OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-3-6. (lb) - Max Horz 1=-95(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 2, 8, 11 except 12=-163(LC 12), 10=-163(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 9, 2, 8 except 11=362(LC 1), 12=393(LC 21). 10=393(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 4-5=-158/260, 5-6=-158/260 WEBS 5-11=-278/207, 3-12=-322/371, 7-10=321/371 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-14 to 3-7-11, Interior(1) 3-7-11 to 6-7-11, Exterior(2E) 6-7-11 to 8-7-11, Exterior(2R) B-7-11 to 12-10-10, Interior(1) 12-10-10 to 15-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 2, B. 11 sealed by Velez, Joaquin, PE except (It=ib) 12=163,10=163. using a Digital Signature. 8) Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building Printed copies of this dee 9 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MIek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2022 ®WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSgrP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sate yinformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply PROSPERITY T26436054 510897 PB3 GABLE 1 1 rJ • Job Reference (optional) I IDDetts Lumber Company, Palm Uay, FL - 32VUb, 6.53U s Dec 6 2021 MITek Industries, Inc. Tue Jan 4 10:43:31 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-6MyVoW5XsjP6oH3U Ool vagrlZDFgudl6BhkyuOzym?A 2-7-11 12-7-11 15-3-6 2-7-11 10-0-0 2-7-11 Scale = 1:25.3 5.00 FIT 3x4 = 3x4 = 3x4 = 15 15 14 13 12 3x4 = Plate Offsets_(X,Y)—[3:0-2-0,0-2-111,[9:0-2-0,0-2-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) file n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-S Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 cc purlins (6-0-0 max.): 3-9. OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. All bearings 15-3-6. (lb) - Max Horz 1=-34(LC 10) Max Uplift All uplift 100 lb or less at joints) 1, 11, 16, 16, 14, 13 except 2=114(LC 12), 12=-114(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 11, 15, 14, 13 except 2=281(LC 21), 16=284(LC 1), 12=331(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-se6ond gust) Vasd=132mph; TCDL=4.20sf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-14 to 2-7-11, Exterior(2R) 2-7-11 to 6-10-10, Interior(1) 6-10-10 to 12-7-11, Exterior(2E) 12-7-11 to 14-10-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 cc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 16, 15, 14 13 except (jt=lb) 2=114, 12=114. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any, electronic copies. ,Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tempa,FL 33610 Date: January 5,2022 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 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 PROSPERITY T26436055 510897 PB4 Piggyback 1 1 0 • Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 410:43:32 2022 Page 1 ID: RVAdaGTCgb4vZb2vl Q7a5lziyFu-aZWt7s59dl XzQRehyWY87uORgcbNd4fGNLU WQrzym79 3-10-3 11-5-4 15-3-6 3-10-3 7-7-1 3-10-3 5x6 2x4 II 5x6 = - 19 ill w " Scale = 1:26.2 I� Io 1 15.3.6 Plate Offsets (X,Y)— [4:0-3-0,0-2-4],[6:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.00 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-S Wind(ILL) 0.00 10 >999 240 Weight: 47 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (6-0-0 max.): 4-6. OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. REACTIONS. All bearings 15-3-6. (lb) - Max Horz 1=-54(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 1, 9, 2,8 except 11=-186(LC 9), 12=115(LC 12), 10=115(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 9, 9, 2, 8 except 11=483(LC 21). 12=351(LC 1). 10=351(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 5-11=-399/355, 3-12=-278/273, 7-10=278/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MVVFRS (directional) and C-C Exterior(2E) 0-4-14 to 3-7-11, Extedor(2R) 3-10-3 to 8-1-1, Interior(1) 8-1-1 to 11-5-4, Extedor(2E) 11-5-4 to 15-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 9, 2, 8 except electronically signed and (jt=lb) 11=186, 12=1 15, 1 0=1 15. sealed by Velez, Joaquin, PE 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building using a Digital Signature. designer. 9) Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. Printed copies of this p document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2022 ®WARNING -Verily 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�• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall i��■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Oualfly 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 Truss Truss Type City Ply PROSPERITYT26436056 P7% PB5 Piggyback 1 1 r.i q Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 5-10-3 1� 12 „ 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:33 2022 Page 1 I D:RVAdaGTCgb4vZb2vl Q7a5lziyFu-314FDC6nOKggl bD1VD3Nf5weQOwQMXyPc?D3yHzym?8 9-54 15-3-6 3x4 = 2x4 II 3x4 = N Scale = 1:26.2 15-3-6 15-3.6 Plate Offsets (X,Y)—[4:0-2-0,0-2-11j,[6:0-2-0,0-2-11j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 11-12 >999 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-S Wind(LL) 0.00 10 >999 240 Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins (6-0-0 max.): 4-6. OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-3-6. (lb) - Max Horz 1=-83(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 11 except 2=-120(LC 12). 8=-117(LC 12), 12=-136(LC 12). 10=-136(LC 12) Max Grav All reactions 250 lb or less atjoint(s) 1, 9, 9 except 2=282(LC 1), 8=284(LC 1), 11=356(LC 1), 12=360(LC 21), 10=359(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/169, 3-4=274/273, 4-5=-203/274, 5-6=-203/274, 6-7=274/269, 7-8=-259/170 WEBS 5-11=-273/249, 3-12=-287/332, 7-10=287/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-14 to 3-7-11, Interior(1) 3-7-11 to 5-10-3, Exterior(2E) 5-10-3 to 9-5-4, Exterior(2R) 9-5-4 to 13-8-2, Interior(1) 13-8-2 to 15-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. This Item has been 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Velez, Joaquin, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 11 except using a Digital Signature. Qt=lb) 2=120, 8=117, 12=136, 10=136. Printed copies S Of this p 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. document are not considered 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signed and Sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 M1Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa.FL 33610 Data: January 5,2022 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10I1-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 107ek® 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 prop edyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricagon, storage, delivery, erection and bracing of trusses and truss systems, see ANSUfPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety on, available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 ob J510897 Truss Truss Type Ply PROSPERITY T26436057 PB6 Piggyback T6Q" 1 ♦ �-� " Job Reference (optional) Tibbetts Lumber Company, Palm Bay, FL - 32905, 4x4 = 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jan 4 10:43:34 2022 Page 1 ID:RVAdaGTCgb4vZb2v1Q7a51ziyFu-XxedQY7Q9eohflo33wbcCJTnhQGr5ywYrfzdUjzym?7 3x4 = 3x4 = 8 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Lid TCLL 30.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.00 9-10 >999 360 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 8-9 >999 240 BCLL NO ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Wind(LL) 0.00 2 >999 240 Scale = 1:25.7 PLATES GRIP MT20 244/190 Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 15-3-6. (lb) - Max Horz 1=1IO(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 9 except 10=-198(LC 12), 8=197(LC 12) Max Grav All reactions 250lb or less atjoint(s) 1, 7, 7, 2, 6 except 9=400(LC 1), 10=427(LC 21), 8=426(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-9=-316/237, 3-10=-356/432, 5-8=356/431 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-14 to 3-7-11, Interior(1) 3-7-11 to 7-7-11, Exterior(2R) 7-7-11 to 10-7-11, Interior(1) 10-7-11 to 15-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 2, 6, 9 except This item has been (jt=lb) 10=198, 8=197. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building electronically signed and designer. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 5,2022 ® 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 ony 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 ANSLITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'116 For 4 x 2 orientation, locate plates 0- 'lid' 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'] nformation, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 o WEBS o 4 u U d a ~ C7-8 C6-7 c5-6 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 ]CC -ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved 1 MiTek' MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 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 pudins 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 ANSIrrPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.