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1 a Im 258 Southhall Lane, Suite 200 GF; D Maitland, Florida 32751 P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com Website: www.fdseng.com ENOINEERINO ASSOCIATES May 24, 2021 Building Department Ref: Adams Homes Lot: Lot 54 Blk.1 Subdivision: Fort Pierce - Waterstone Address: 5363 Lugo St. Model: 2000 A LHG 3CF KA # 21-4881 Truss Company: Builders First Source Date of drawings: 5/19/21 Job No.: 2742539 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes,, �1 techniques; and coordinating work with all other trades. `o`er, t� • r�i��'',� Note: Truss ID's may vary. 4 v' No 8786 •• Ay: n . If you have any questions, please do not hesitate to call. Sincerely, �� p STAT t?F •��; 11 4O 5/24/2021 5/24/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. Luis Pabl, FL. # 56126 FL. #78750 FL. # 878, FDS Engineering Associates, A TSG Company "Your Building Code Experts" 8-0( > t` I > I i t` In M Y>'- 1V C1 0 3/12 V LT 0 O Z73—N 3V C5 3-PLY 6 + + + + + + + + + + + + + + L AL15 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 14 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 13 + + + + + + + + + + + + + + + + + + + + + 12 o 00 M + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++ +++++++++++++ 12 VAULT + + + + + + ... + + + + + + + + 10 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 09 4. + + + + + ®• + + + + + + + + + + + + + + + + + + N09 + + + + + + + + + + + + + + ++++++++/12 + t VAULT +++++++++++++++++��+++++++++++++o 09 + + + + + + + + + + + + + + + + + + + + + + + + + + •+ + + + + + + + + + + + + + + + + + + + + + 09 09 o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + oD o m °c e + + + + + + + + + + + + + + + + 09 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + < 09 + + + + + + + + + +ODDISPA(aE + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + O9 07 CY) U U C1 o + + + + + + + + + + + + + + + + + + + + + + + + + + 6S C3 0 L6 L ..... + + + + + + + + + + + + + + + + + + + 5S1-03-00 C5 + + + + + + + + + + // 2 7547 E7 + + + + + + + / + + / 7 3S E7 -0 -00 _ + + + V+0 / Q N 2S E7 1- -00 1-0 00 + + + + + T + / / �0 2-0 -0 1S , E� E7 E7 E7 C5 o 0 O �TO - OS G05 0 1 -0 O D SPACE 1-0 -0 04 o 05 8I-0" FLAT CLG. o 0 04 03S N C4 N W U 04 02S q O 7-11-001 02 o co 0 01 S - 0 02 C5S C5 01 C3 C1 N C3S C Lo In U U C) rr Ili r` illW n t- W co U U U O q 0 Lo C3 C3 C3 C1 C C1 U U U O U Ln U rrr W W Ln W ro U U 7-00-00 10-00-00 J 19-08-00 12-08-00 6-04-00 48-08-00 i EXPOSED TO WIND ❑' Reviewed and Approved ❑ Revise and Resubmit ❑ Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 05/24/2021 By: ES Submittal No.: Project No.: 214881 Project Eng.: Luis To Project Name: Adams Homes - Fort Pierce - Waterston - Lot 54 Blk 1 CONNECTORS SCHEDUL ROOF TRUSS Q ID MODEL ROOF UPLIFT SYM 0 A' LUS24 / JUS24 895 / 835 490 /510 ILA' 10 A HTU26/ THD26 3600 / 3470 1555 / 2330 ILA 0 B HTU28 / THD28 4680 / 5040 214012330 ILB 1 C HTU26-2 / THD26-2 3600 / 3355 2175 / 2340 1 LC 0 1 D HTU28-2 / THD28-2 4680 / 5005 3485 / 2595 J iP 0 E HGUS26-2 /. THDH26-2 5320 / 5245 2155 / 2340 1LE 0 F HGUS28-2 / THDH28-2 7460 / 8025 3235 / 3330 J IF 0 G HGUS26-3 / THDH26-3 5230 / 5245 2155 / 2340 1 0 H HGUS28-3 / THDH28-3 7460 / 7835 3235 / 4370 w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 1 Li 3X8NOP VERIF/ ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REOURED IN FIELD BY BUILDER MAIN WIND FORCE RESISTING SYSTEw HYBRID WIND ASCE746 IMPORTANT ENCLOSED EIIPOSURE CATEOORY C OCCUPANCY CATEGORY B This Drawing Must Be Approved And WIND IMPLOAD M WINDIMPORTATANCE FACTOR tA0 PH Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD Begin. For Your Protection Check All NONCONCURRENT YATH ANY OTHER LIVE LOADS Dimensions And Conditions Prior To APBELO Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date BCDL• 10 PSF BCDL: 5 PSF TOTAL 37 PSF TOTAL" 65 PSF DURATION: 1.25 DURATION: 1.00 CAUTIONM DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. 0a. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. ROOF PITCH: 6/12 CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE wrn wm BUILDER: Adams Homes PROJECT: Single Family MODEL: ZUUU LANAI ADDRESS: 5363 LUGO ST LOT/BLOCK: "I SUBDIVISION: I WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHEZ JOB #: 2742539 DATE: SCALE: NTS PLAN DATE: 1 2021 REVISIONS: 1. 2. 3. 4. Builders/ 1 4408 Airport Road Plant City, FL 33663 Ph. (813) 306-1300 Fax (813) 306-1301 x ® Lumber design values are in accordance with ANSI/TPl 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2742539 - LOT 54/1 WATERSTONE M-T it, USA 1 e , nc. Site Information: 6904 Parke East Blvd. TT F 333g�� _4� 15 Customer Info: Adams Homes Port St Lucie Project Name: 2742539 Model: 2000 AaT8�F�L1M LANAI Lot/Block: 54/1 Subdivision: WATERSTONE Address: 5363 LUGO ST, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria 8r Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24045439 A01 S 5/19/21 23 T24045461 CIS 5/19/21 2 T24045440 A02S 5/19/21 24 T24045462 C1V 5/19/21 3 T24045441 A03S 5119/21 25 T24045463 C3 5/19/21 4 T24045442 A04S 5/19/21 26 T24045464 C3P 5/19/21 5 T24045443 A05S 5/19/21 27 T24045465 C3S 5/19/21 6 T24045444 A06S 5/19/21 28 T24045466 C3V 5/19/21 7 T24045445 A07 5/19/21 29 T24045467 C5 5/19/21 8 T24045446 A09 5/19/21 30 T24045468 C5P 5/19/21 9 T24045447 A10 5/19/21 31 T24045469 C5S 5/19/21 10 T24045448 All 5/19/21 32 T24045470 C5V 5/19/21 11 T24045449 Al2 5/19/21 33 T24045471 D01 5/19/21 12 T24045450 A13 5/19/21 34 T24045472 D02 5/19/21 13 T24045451 A14 5/19/21 35 T24045473 D03A 5/19/21 14 T24045452 A15 5/19/21 36 T24045474 E2A 5/19/21 15 T24045453 A16 5/19/21 37 T24045475 E5 5/19/21 16 T24045454 B01 5/19/21 38 T24045476 E7 5/19/21 17 T24045455 B02 5/19/21 39 T24045477 E7P 5/19/21 18 T24045456 B04 5/19/21 40 T24045478 EN 5/19/21 19 T24045457 Cl 5/19/21 41 T24045479 G01S 5/19/21 20 T24045458 C1 B 5/19/21 42 T24045480 G02S 5/19/21 21 T24045459 C1 C 5/19/21 43 T24045481 G03S 5/19/21 22 T24045460 C1 P 5/19/21 44 T24045482 G05S 5/19/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. �unur� ,�� . under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). ��.`�-Po`.U�N• ,`�. Is .-% G E N Truss Design Engineer's Name: Velez, Joaquin 6,818.2' My license renewal date for the state of Florida is February 28, 2023. IMPORTANT NOTE: The seal on these truss component designs is a certification -)3•STATE OF : •44/ that the engineer named is licensed in the jurisdiction(s) identified and that the +, 4 designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were �� T •.;c Q;.' _ �� �i�C� • % .O R. 9 •� �%� ,`S�O given to MiTek or TRENCO. Any project specific information included is for MiTek's or N A��`' I.�� TRENCO's customers file reference purpose only, and was not taken into account in the �I��:�„"�„��� preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, 16aquln Velez PE No.WB2 the building designer should verify applicability of design parameters and properly MITek USA, Inc. FL Cert OQ34 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 6904 Parke East Blvd. Tart pa FL MID Date: May 19,2021 Velez, Joaquin 1 of 2 MiTeks RE: 2742539 - LOT 54/1 WATERSTONE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2742539 Model: 2000 A SCAR 10X20 LANAI Lot/Block: 54/1 Subdivision: WATERSTONE Address: 5363 LUGO ST, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T24045483 H2 5/19/21 46 T24045484 H5 5/19/21 47 T24045485 H7 5/19/21 48 T24045486 1-17P 5/19/21 49 T24045487 H7V 5/19/21 50 T24045488 K01 5/19/21 51 T24045489 K02 5/19/21 52 T24045490 1-01 5/19/21 53 T24045491 L02 5/19/21 54 T24045492 V01 5/19/21 55 T24045493 V02 5/19/21 56 T24045494 VO4 5/19/21 57 T24045495 V05 5/19/21 2 of 2 Job Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045439 2742539 A01S Roof Special 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:43 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-gGlwUp_f7PgsLzdcMl3SiiKdWuPPjfdicwOA2CzEsIA 1-0-0 6-5-7 8.8-0 i 2-2-13 15-9-11 19-4-8 22-3-1 25.5.7 28.1%0 33-5-12 33 1 -4 38-8-0 1-4-0 6-5-7 2-2-9 3-6.13 3.6-13 5_ _'3 2-10-9 3-2� 3-4-9 4.7-12 0.5- 4-8-12 Scale=1:71.5 5x6 = 7x10 = 6x8 = 11 4x4 = 6.00 12 4x4 = 7x8 = 5x6 = 6x8 = 3 4 5 6 8 9 10 36 3x4 � ST1.5x8 35 1237 Ll v ;STP=1 21 Io m 252 25 24 23 22 10x12 — 13 IN v( 1 2x4 11 7x8 — A2 4x4 = 4x8 y o 20 19 18 17 16 15 14 4x6 3.00 12 4x8 = 3x4 11 5xl2 — 4x8 = 2x4 II 4x6 = 2x4 II 6-5-7 8-8-0 12-2-13 15-9-11 19-4-8 19-1022-3-1 25-5-7 28-10-0 33-11-4 38-8-0 6-5-7 2-2-9 3-6-13 3-8-13 3-6-13 0 2 2-10-8 3-25 3-49 5-1-4 4-8-12 Plate Offsets (X,Y)-- [3:0-4-8,0-3-81,[6:0-4-0 0-4-81[9:0-3-8,0-3-01,[10:0-5-4 0-2-81,[21:0-9-0,0-5-41[24:0-4-0 0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 1.06 21-22 >439 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -1.28 21-22 >361 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 HOrz(CT) 0.44 13 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 487 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 3-6,6-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 *Except* 21-24: 2x6 SP M 26, 8-19: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 9-21: 2x4 SP No.2 REACTIONS. (size) 13=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 13=-803(LC 12), 2=921(LC 12) Max Grav 13=1431(LC 1), 2=1505(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4934/3102, 3-4=-8137/5079, 4-5=-10160/6258, 5-6=-11192/6826, 6-7=-11193/6827, 7-8=-11641/7115,8-9=-11147/6823,9-10=-4357/2823,10-11=2458/1689, 11-12=-2500/1658,12-13=-2912/1870 BOT CHORD 2-25=278214481, 24-25=-2767/4482, 23-24=-4918/8250, 22-23=-6026/10160, 21-22=-6914/11641,8-21=-134/330,18-19=-268/445,17-18=-2346/3886, 15-17=-2348/3885, 14-15=-1595/2581, 13-14=1595/2581 WEBS 3-24=2603/4286, 9-21=-4354/7339, 4-23=1164/2009, 5-23=539/399, 5-22=616/ 1082, 7-22=471/314,4-24=-886/621,9-18=-3382/2066,18-21=-2884/4847,10-18=-377/706, 11-15=-1187/1921, 10-15=2339/1547, 12-15=506/414 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc. W,>bs connected as follows: 2x4 - 1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-5-7, Exterior(2R) 6-5-7 to 10-5-7, Interior(1) 10-5-7 to 28-10-0, Exterior(21R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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 COriNlNl "etN&wdttte bottom chord and any other members ♦��0tUIill N IIIIIIVl.,PIN ���i G E N S • F� 0 No 68182 S OF irz ONAL "hi1100 Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use any 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 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 Oty Ply LOT 54/1 WATERSTONE T24045439 2742539 ADI S Roof Special 1 Job Reference o tional �61 _PS r FOL "I lrWnr Urry, rL/, runt uny, FL - s000i, U.43U s Apr 2U 2U21 MiTek Industries, Inc. Wed May 19 18:10:43 2021 Page 2 NOTES- ID:hKY1ep9FiDwfFyJCybTuLLyv92?-gGlwUp_f?PgsLzdcMl3SiiKdWuPPjfdicwOA2CzEsIA h 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 13=803, 2=921. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. ;• Design valid for use only with MiTek® connectors. This. design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSi/rplt Quality Criterla, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 5x6 = Job .t Truss Truss Type City Ply LOT 5411 WATERSTONE T24045440 2742539 A02S Roof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:10:45 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-cfsgvVOvXO4abHn_US5wn7PvNi2nBb7?4EtH64zEsIB 1 4 0 6-11-13 8-5-7 13-10-15 19-46 23 4-15 27-5-7 8 10- 33-5-12 -3 3%8 0 1-4-0 6-11-13 -5-10 5-5-8 5-5-8 4-0-8 4-0-8 1-4-9 4-7-12 -9- 4-4-11 Scale = 1:71.8 5x6 = 3x8 = 2x4 II 5x8 = Sx6 = 6.00 12 17 16 15 13 12 4x8 3.00 12 3x4 II 5x8 = 4x6 = 4x8 = 2x4 II 3x6 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 1.02 17 >454 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -1.24 17 >374 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.49 11 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix -AS Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x6 SP No.2, 18-20: 2x6 SP M 26 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 'Except* WEBS 1 Row at micipt 5-20 7-18,15-18: 2x4 SP No.2 REACTIONS. (size) 11=Mechanical, 2=0-8-0 Max Horz 2=224(LC 11) Max Uplift 11=-802(LC 12), 2=920(LC 12) Max Grav 11=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4883/3066, 3-4=-4668/2925, 4-5=-4342/2739, 5-6=-6214/3871, 6-7=-6152/3838, 7-8=-3112/2095, 8-9=2373/1667, 9-10=-2474/1632, 10-11=-2869/1842 BOT CHORD 2-20=272914436, 19-20=-3388/5859, 18-19=-3388/5859, 13-15=-1538/2660, 12-13=-1579/2530, 11-12=-1579/2530 WEBS 3-20=241/376, 4-20=-1163/1919, 5-20=1645/1043, 5-19=0/262, 5-18=-215/433, 7-18=1994/3485,7-15=-2096/1297,15-18=-1959/3431,8-15=365/724,9-13=-1112/1838, 8-13=1636/1081, 10-13=-472/397 ,,,IN 11111'f. NOTES- %♦ Q VC ��j• 1) Unbalanced roof live loads have been considered for this design. ,,��' G E N S •• � �� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. .' �i ` �` �'• �. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-5-7, Exterior(2R) 8-5-7 to 12-5-7, Interior(1) 12-5-7 to 28-10-0, Extedor(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members and .�. N 0 68182 oo 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 = to4he use of this truss component. �'O �" I 4) Provide adequate drainage to prevent water ponding. S OF (V 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 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.•:.0 R •'•\��o� 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �I�N M. ,,,��� capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) Joaquin Velez PE N6.68162 11=802, 2=920. MiTek USA, Inc: FL Nrt 66A 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 6904-Patke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Qate: May 19,2021 ® 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 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 pp� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ty� 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 ANSUPPII 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 s Truss Type Qty Ply LOT 1411 WATERSTONE TAr0,sS T24045441 2742539 Hip 1 1 Job Reference o tional m O s rusiauurce (riani city, FL), riani city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:46 2021 Page 1 ID:hKYt ep9FiDwfFyJCybTuLLyv92?-4rQ36rOXIKCRC RMB29c9KKylj6MDw4C8JudrfXzEsl7 1-4-0 7-3-3 8-8-0 10-5-7 1%10-13 23-M 28-2-9 32-4-15 38-B-0 1 4-0 7-33 4-13 1-9-7 4-5 6 8-10-9 4-5 3 4-2-7 6-3-1 Scale = 1:69.2 5x6 = 5x6 = 2x4 11 4x4 = 5x6 = 4 27 28 5 29 6 30 7 31 8 15 14 " 12 11 48 3.00 r12 4x4 II 3x6 = 2x4 11 3x6 = 8-8-0 5x12 = 32-4-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.73 16-17 >634 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -1.02 16-17 >456 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.46 10 n/a n/a BCDL 10.0 Code FBC2020rfP12014 Matrix -AS Weight: 208 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-18,16-18: 2x4 SP No. 1, 6-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 'Except* WEBS 1 Row at midpt 12-16, 7-12 12-16: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 1 0= Mechanical, 2=0-8-0 Max Horz 2=237(LC 11) Max Uplift 10=-802(LC 12), 2=920(LC 12) Max Grav 10=1433(LC 1), 2=1507(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4701/2897, 3-4=-4480/2810, 4-5=-3411/2149, 5-6=-4259/2661, 6-7=-4197/2648, 7-8=-2136/1484, 8-9=2377/1568, 9-1 0=-2759/1735 BOT CHORD 2-18=2533/4236, 17-18=-1787/3381, 16-17=-2222/3988, 11-12=-1433/2425, 10-11=-1433/2425 WEBS 3-18=246/354, 4-17=-309/724, 5-17=-820/581, 5-16=108/427, 12-16=-1716/3000, 7-16=765/1490, 7-12=-1483/952,8-12=-473/832,9-12=-495/424,4-18=-884/1316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 105-7, Exterior(2R) 10-5-7 to 16-1-5, Interior(1) 16-1-5 to 28-2-9, Extedor(2R) 28-2-9 to 33-10-7, Interior(1) 33-10-7 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=802, 2=920. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,`II111111//j� No 681'82 zaar �'fl • �,� .0 S OF t �U O' w: <c� O R.1 O N A1- �% % I��/IJ11.1,1111�, Joaquln:Uelez PE No.68182 MiTek USA; Inc: FL eert 6694. .6904:Pake East Blvd. Tampa FL 33610 Date. May 19,2021 -- 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety lnMmration available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045442 2742539 A04S Hip 1 1 Job Reference (optional) Builders FirslScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:48 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv927-1 EYpXX2ogxS8SkVZ9afdP110 Uv5KOy0Rm C6xjPzEs I5 r1-4-0, 7-3-3 ,8-8- 12-5-7 19-4-0 26-2-9 30-00 'y1-4-13 38-8-0 1A4 7-3� 1-4-13 3-9-7 6-10-9 6-10-9 3-9-7 1-4-13 7-3-3 3x8 - 3.00 F12 5x6 = 3x8 = 5x6 = 4 31 32 5 33 34 6 Scale = 1:69.0 4x8 Zz _Plate Offsets (X,Y)-- [2:0-2-9,0-1-81, [4:0-3-8,0-2-41, [6:0-3-0,0-2-01, [8:0-0-14,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.77 11 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.96 10-11 >485 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.59 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. Except: 2-14,8-9: 2x4 SP M 31 4-10-0 oc bracing: 8-9 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 9 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=278(LC 11) Max Uplift 8=804(1_C 12), 2=-922(LC 12) Max Grav 8=1429(LC 1), 2=1504(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4710/2944, 3-4=-4469/2851, 4-5=-2874/1933, 5-6=-2877/1920, 6-7=-4487/2841, 7-8=-4729/2936 BOT CHORD 2-14=2581/4263, 13-14=-1517/2860, 11-13=-1776/3290, 10-11=-1776/3290, 9-10=1504/2863, 8-9=-2565/4268 WEBS 3-14=304/400, 4-13=-144/490, 5-13=-654/326, 5-11=0/282, 5-10=-651/319, 6-10=134/488, 7-9=-315/406, 4-14=-1070/1739, 6-9=1076/1673 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-5-7, Exterior(2R) 12-5-7 to 18-1-5, Interior(1) 18-1-5 to 26-2-9, Extedor(2R) 26-2-9 to 31-10-7, Interior(1) 31-10-7 to 38-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific tcAhe use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) :This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=804, 2=922. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. o` PQUI N..vF�'�y. I�. i No 68182 O: S OF �40�: s�O N A4 �� .� 1111.111;110 . Joaquin Velez PE No.68182 M[Tek USA, Inc. FL den 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: May 19,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ° Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a Wss 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 ANSI17PI1 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 Qly Ply LOT 54/1 WATERSTONE T24045443 2742539 A05S Hip 1 1 Job Reference (optional) �•��� �� r, 11r, FL QQ o.asU s Apr zu 2u21 MI I ek Industries, Inc. Wed May 19 18:10:49 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-VQ6Blt3QbFa?3u41jHAsyzacDJQf7TEa?srVFrzEsl4 1-4-0 7-3-3 8-8-0 14-5-7 19-4-0 24-2-9 30-0-0 1-4-1 38-8-0 1-1 7-33 -4-13 5-9-7 4-10-9 4-10-9 5-9-7 -4-13 7-3-3 6.00 12 5x6 = 3x4 = 5x6 = 30 6 31 327 4xB ::: 3.00 12 4x8 24-2-9 38-8-0 Scale = 1:70.1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING-. 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.76 BC 0.82 WB 0.53 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/defl L/d 0.57 12 >811 240 -0.84 12-14 >551 180 0.47 10 n/a rile PLATES GRIP MT20 244/190 Weight: 242lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP M 26 *Except* BOT CHORD Rigid ceiling directly applied. Except: 13-15,11-13: 2x6 SP No.2, 10-16: 2x4 SP No.2 6-2-0 oc bracing: 10-11 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-14. 8-12 REACTIONS. (size) 2=0-8-0, 10=Mechanical Max Horz 2=319(LC 11) Max Uplift 2=-922(LC 12), 10=804(LC 12) Max Grav 2=1735(LC 17), 10=1666(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5692/2991, 3-4=-5517/2940, 4-5=-3280/1844, 5-6=-2937/1755, 6-7=-2847/1742, 7-8=-3181/1836, B-9=-5311/2931, 9-10=-5489/2991 BOTCHORD 2-15=2626/5402, 14-15=-2344/4943, 12.14=-1401/3048, 11-12=-2324/4541, 10-11=-2610/4989 WEBS 4-15=675/1594, 4-14=-2089/1168, 5-14=-504/1162, 6-14=-3381239, 6-12=336/241, 7-12=501/1173, 8-12=-1992/1172, 8-11=-724/1512 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; �(111111/ Vf, eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-5-7, Exterior(2R) ,��� PQUIN 14-5-7 to 20-1-5, Interior(1) 20-1-5 to 24-2-9, Exterior(2R) 242-9 to 29-9-5, Interior(1) 29-9-5 to 38-8-0 zone;C-C for members and �. v �'•. �� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project `� IV'O 68102 engineer responsible for verifying applied roof live load shown covers rain loading requirements specific , to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. = :� • =� 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'This 9 �. STA OF ail. 7) truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Refer to for truss to truss connections. ��;.�,et��•�!C� O Q' \�,�� O girder(s) 9) Bearing atjoint(s) 2 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify ♦ t` (j •. Fi ��j '' � � �� capacity of bearing surface. 10) Provide ��O N A' ,0 mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 2=922, 10=804. Joaquin Velez _PE Nd68182 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Mifek USA,Ipo: FL Cert 8634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��• Design valid for use any 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 ANSI1rFI1 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 JV Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045444 2742539 A06S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:10:51 2021 Page 1 I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-RpDy9Y4g7sgjJCE8giCK1 OfuX72zbJttSAKbKkzEs 12 1-4-0 7-3-3 8-8-0 16-5-7 22-2-9 30-0-0 1 4-1 38-8-0 114-0 7-33 4-13 7-9-7 5-9-2 7-9-7 4-13 7-3 3 6.00 12 4x8 3.00 F12 8-8-0 5x6 = 6x8 = 30-0-0 5x8 Scale = 1:70.7 0 0 9 c? N IT 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.97 BC 0.96 WB 0.78 Matrix -AS DEFL. in (loc) Udefl L/d Vert(LL) 0.73 10-11 >635 240 Vert(CT) -0.98 10-11 >471 180 Horz(CT) 0.62 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 215lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied. 1-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.1 'Except* 2-2-0 oc bracing: 9-10 14-15: 2x4 SP No.2 WEBS 1 Row at midpt 4-12. 6-12, 7-11 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=Mechanical Max Horz 2=360(LC 11) Max Uplift 2=-922(LC 12), 9=-804(LC 12) Max Grav 2=1504(LC 1).9=1429(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4690/2882, 3-4=-4548/2895, 4-5=-2525/1658, 5-6=2194/1617, 6-7=-2533/1652, 7-8=4565/2883, 8-9=4713/2897 BOT CHORD 2-13=2522/4346, 12-13=-2464/4258, 11-12=-1060/2193, 10-11=-2435/4177, 9-10=2509/4249 WEBS 4-13=481/1155, 4-12=-2226/1450, 5-12=-342f728, 6-12=-271/276, 6-11 =-3321730, ,'(�1.11171j(�� 7-11=2084/1441, 7-10=-561/1113 v,61 e NOTES- ,,PQVIN � •''\G E NS.'• 10 1) Unbalanced roof live loads have been considered for this design. :F�'.� 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. N O 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4 0 to 2-8-0, Interior(1) 2-8-0 to 16-5-7, Exterior(2E) .601:82 16-5-7 to 22-2-9, Extedor(2R) 22-2-9 to 27-10-7, Interior(1) 27-10-7 to 38-8-0 zone;C-C for members and forces & MWFRS for * : •: . = reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 — 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `0 to the use of this truss component. i 10 '. S T OF �'Z 4) Provide adequate drainage to prevent water ponding. . (V ;"kN * � 5) All plates are 2x4 MT20 unless otherwise indicated. 6) 1his truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 � P.: ' '� ��j�`-0 -. O f� 1 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 .•'\r01;:- s •' fit between the bottom ��I� �6 N A, 01 will chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaqulli Velez PE Nd.68182 capacity of bearing surface. MiTek USA, Inc: FL Ceit 6834 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904:Parke East Blvd. Tampa FL 33610 2=922, 9=804. Date: 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum May 19,2021 sheetrock be applied directly to the bottom chord A 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply LOT 54/1 WATERSTONE T24045445 2742539 A07 Hip 1 1 Job Reference o tional ousuers ruswource trianc uuy, t-Li, riant ury, rL - a3Obr, 6.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:53 2021 Page 1 ID:6gD IOH2OVeg 1 Nkl sxoNemzyuU LB-N BLiaE6wfU4RYWOXy7Eo6pllZwnu39HAwTpiOdzEs10 L4J 7-1-0 M 0 13-3-1 18-5-7 20-2-9 25-4-15 30-0-0 31-7-0 38-8-0 AO-0 Q '1-4-0' ii-O 1-7-0 4-7-1 5-2-6 1-9-2 5-2-6 4-7-1 1-7-0 7-1-0 1-4-0 5x6 = 6.00 F12 5x8 = 4x8 � 4x8 ZZ 3.00 FIT 20-2-9 Scale = 1:71.2 0 2" N Ia 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(ILL) 0.66 13-14 >703 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC , 0.80 Vert(CT) -0.88 13-14 • >528 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.50 11 file n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:241 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-15 REACTIONS. (size) 2=0-8-0, 11=Mechanical Max Horz 2=408(LC 11) Max Uplift 2=-920(LC 12). 11=920(LC 12) Max Grav 2=1503(LC 1), 11=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4882/2791, 3-4=-4659/2679, 4-5=-4650/2750, 5-6=-2240/1461, 6-7=-1955/1379, 7-8=-2230/1449, 8-9=4654/2784, 9-10=-4664/2714, 10-11=4888/2825 BOT CHORD 2-17=2369/4620, 15-17=-1310/2745, 14-15=-741/1943, 13-14=-1354/2701, 11-13=-2433/4442 WEBS 3-17=258/293, 5-17=-1070/2159, 5-15=1105/806, 6-15=-478/793, 7-14=-444/767, 8-14=1046/819, 8-13=-1094/2033, 10-13=-265/292, 7-15=-224/279 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 18-5-7, Exterior(2E) 18-5-7 to 20-2-9, Extedor(2R) 20-2-9 to 25-10-7, Interior(1) 25-10-7 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing atjoint(s) 2 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 11=920. 10) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �1111I FIry#.I I N VF ���i,. No 68182 r � r it 9 S OF 10 Off. <cr: Joaquln Velez PE Nd.68182 MiTek USA, Inc: FL Cert.6634 6904 Parke East Blvd. Tampa.FL 33610 fate: May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 IyliTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jo� Truss Truss Type Qty Ply LOT 54/1 WATERSTONE T24045446 2742539 A09 Roof Special 9 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:54 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-rOv4oa7YQnCIAfzjWrllfOHSJK54ofnJ87ZGx3zEsl7 r1-4-0, 6-1-14 1-8-0 13-1-12 19-4-0 25-64 31 , 32-6-2 38-8-0 AO-01 1-4-0 6-1-14 2-6-2 4-5-12 6-2 4 6-2-4 4-5-12 2-6-2 6-1-14 1-4-0 4x12 5x6 = 4x8 11 08 /1 5x8 ZZ 3.00 12 Scale=1:70.4 8-8-0 16-3-7 22-4-9 30-0-0 38-8-0 8.8-0 7-7-7 6-1-2 7-7-7 8-8-0 Plate Offsets (X,Y)-- [2:0-2-15,0-0-5], [2:0-0-3,1-11-7], [3:0-3-0,0-3-0], [9:0-3-0,0-3-0], [10:0-D-3,1-11-7], [10:0-3.11,0-1-2], [12:0-6-12,0-5-0], [16:0-5-8,0-5-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.63 15-16 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.87 15-16 >531 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.52 10 n/a n/a BCDL 10.0 Code FBC2020/TPI201.4 Matrix -AS Weight: 236 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=425(LC 11) Max Uplift 2=-920(LC 12), 10=920(LC 12) Max Grav 2=1723(LC 17), 10=1723(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5814/2847, 3-4=-5556/2678, 4-5=-5571/2794, 5-6=-2890/1679, 6-7=-2825/1672, 7-8=-5247/2783, 8-9=-5238/2679, 9-10=-5497/2858 BOT CHORD 2-16=2432/5647, 15-16=-1344/3401, 13-15=-696/2202, 12-13=-1368/3026, 10-12=-2465/5029 WEBS 6-13=614/1320, 7-13=-1139/780, 7-12=1086/2370, 6-15=-610/1380, 5-15=-1205/776, 5-16=1094/2569, 3-16=-275/281, 9-12=-285/280 ,�►11111fl1/I NOTES- 1) Unbalanced roof live loads have been considered for this design. �� �/ P.QUIN VF� �e!y. 2) Wind: ASCE 7-16; Vuit=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. S'8, O.••,,,:.., E ���, (3-second gust) �� , G N S"•. ••� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) Z� ..'_�. F �. 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 No plate grip DOL=1.60 .68182 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 'ST OF �• will fit between the bottom chord and any other members, with BCDL = 10.Opsf. O ((� ��00. 6) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. T••:!C Q;: �� �j _� O' R' N 7) Provide truss to bearing 100 lb •+'\ :� ��j SS ........ G % mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except at=lb) \ �! �� N A! 2=920,10=920. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE Nd.68182 MiTek USA, Inc:.FL Celt 6634 .6904:Parke. East Blvd. Tampa FL 33610 Oatli: May 19,2021 ® 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 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 ANS11TFl1 quality Criteria, DSB-69 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 LOT 54/1 WATERSTONE TA'1U0S T24045447 2742539 ROOF SPECIAL 1 1 Job Reference (optional) trialn l Ry, rlh ri., Il tiny, rL -J .t. d.43U S Apr zu zu21 MI IeK industries, Inc. Wed May 1918:10:55 2021 Page 1 ID:6gD IOH2OV eg 1 Nkl sxoNemzyuU LB-JaTS?w7B B5K9npYv3YHGBEgfdkQIX5zTNnIpTVzEsI_ 19-8-0 1-4-0 6-1-14 8-a-0 13.1.12 19-0-0 19 22-4-9 25.6-4 30-0.0 32-6-2 3818.0 0-0-0 1-4-0 6-1-14 2.6-2 4-5-12 5.10.4 0-4- 2s.9 3-1-11 4-5-12 2.6.2 6-1-14 1-40 0-4-0 Scale = 1:73.2 6x8 = 6.00 F12 4x8 t1 4x12 s:7 3.00 F12 18-0-0 5x8 4x8 // LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.57 12-13 >813 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.81 15-16 >576 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.49 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix MS Weight: 235lb FT=20% LUMBER. TOP CHORD 2x4 SP M 31 *Except* 1-4,8-11: 2x4 SP No.2 SOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Horz 2=-422(LC 10) Max Uplift 2=920(LC 12), 10=920(LC 12) Max Grav 2=1724(LC 17), 1 0=1 724(LC 18) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5837/2866, 3-4=-5578/2699, 4-5=-5587/2802, 5-6=-2894/1679, 6-7=-2828/1672, 7-8=-5262/2795,8-9=-5259/2701,9-10=-5515/2878 BOT CHORD 2-16=-2450/5660, 15-16=-1349/3403, 13-15=-70412219, 12-13=-1376/3029, 10-12=-2485/5047 WEBS 6-13=607/1300, 7-13=-11181778, 7-12=1094/2378, 6-15=-604/1359, 5-15=-1183/775. 5-16=1100/2578, 3-16=-261/265, 9-12=272/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf;•BCDL=6.Opsf; h=2511t; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-4-0, Exterior(2R) 19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=920, 10=920. ,,�1111111//j� %����� P,QV I N VFW i NO 68182 ir r = S OF -41 Off. I,,ss'•.....•• �%�. ;p N A' Joaquin Velez PE Nd.66182 MITek USA; Inc. FL dirt 6634. 6904 Parke East Blvd. Tampa FL 336110 Date: May 19,2021 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 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 ANSIITP/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 J%b Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045448 2742539 All Hip Truss 1 1 Job Reference o tional builders i-Ifstboume (Plant l;lty, FL), F'lant (;Ity, FL - 33b6/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:57 2021 Page 1 w ID:20VQZHIn97x9G5M9NmJalQz3Stx-GzbDQc9Riiatl7hlBzJkHfvxIX9U??Nmg5nwXOzEsHy r1-4-0, 6-11-13 8-8-0 12-3-11 17-0-0 21-8-0 26-4-5 30-0-0 38-8-0 p0-0-Q 1-4-0 6-11-13 1-8 3 3-7-11 4-8 5 4-8-0 4-8-5 3-7-11 a-&0 Scale = 1:73.2 5x8 = 6.00 F12 5x6 = 48 ::;� 48 3.00 F12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.57 14-15 >807 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.76 14-15 >607 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 228 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-3,8-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=378(LC 11) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1).9=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4795/2773, 3-4=-474612972, 4-5=-241811596, 5-6=-2130/1527, 6-7=-2421/1609, 7-8=-4745/3003, 8-9=-4794/2804 BOTCHORD 2-15=2328/4481, 14-15=-1476/2927, 12-14=-904/2127, 11-12=-1525/2892, 9-11=2389/4342 WEBS 3-15=349/405, 5-14=-435/856, 6-12=-429/809, 8-11=355/405, 4-15=-1170/2126, 4-14=1113/785,7-12=-10411791,7-11=-1187/1979 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; Cat.PQ.. `,'lIl1111 %%% - V I N t I l��� gust) eave=5ft; � 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2E) ���" ,� G E�N �'•F �i 17-0-0 to 21-8-0, Exterior(2R) 21-8-0 to 27-3-14, Interior(1) 27-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 i N Q 68182 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) T4is truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. =p ; '• 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 : F : .9�: STTR will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSIlrPI 1 angle to grain formula. Building designer should verify � Q (� u ��. T .!CQ;.' *' �•:�.•`N +capacity of bearing surface.�j 8) Provide mechanical connection (by others) of truss to bearing capable 100 lb ��jj llS/ •'' �, plate of withstanding uplift at joint(s) except (jt=lb) 2=920, 9=920. �` 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the to chord and 1/2" P gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE Nd.68182 MiTek USA, Inc: FL Celt 6634 ,6904:Psrke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING - Vedfy 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 MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke Fast 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 LOT 5411 WATERSTONE T24045449 2742539 Al2 Hip Truss 1 1 Jab Reference (optional) ouuaers rustaource (Plant city, FL), Plant City, FL - 33bb/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:10:58 2021 Page 1 ID:20VQZH In97x9G5M9NmJaIQz3Stx-k99bdyA3T0ikeHGUlggzpsS7GxSjkX8v31XT3gzEsHx 1 4 0 7-3J 8-8 0 15 0-0 23-8-0 30-0-0 1-4-1 38-8-0 0.0 1-4-0 7-3-0 -4-14 6-4-0 8-8.0 6-4-0 -4-14 7-3-3 1-4-0 0 0 6.00 F12 5x6 = 3x4 = 5x6 = 256 26 7 27 5x8 ZZ 5x8 3.00 F12 23-8-0 38-8-0 Scale = 1:73.2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2020/TP12014 CSI. TC 0.81 BC 0.95 WB 0.55 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.59 12-13 >786 240 Vert(CT) -0.86 13-15 >542 180 Horz(CT) 0.52 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 225lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15, 8-13 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Harz 2=337(LC 11) Max Uplift 2=-920(LC 12), 10=920(LC 12) Max Grav 2=1734(LC 17). 10=1733(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5729/2900, 34=-5560/2861, 4-5=-3218/1771, 5-6=-2814/1671,6-7=-2722/1689, 7-8=-3064/1762, 8-9=-5304/2891, 9-1 0=5476/2932 BOT CHORD 2-16=2465/5463, 15-16=-2243/5079, 13-15=-1223/2936, 12-13=-2298/4600, 10-12=-2526/4972 WEBS 4-16=617/1604, 4-15=-2255/1208, 5-15=-485/1131, 7-13=-426/1106, 8-13=2159/1233, 8-12=623/1508, 6-15=-320/221, 6-13=-284/198 NOTES- 1) Unbalanced roof live loads have been considered forthis design. I� J, ASCE ;Cat. 2) IWind: ExC; En I Encl., i 0.18; MPWFRS ,�f QU N VF �I��, (directional) and C-C Exterior 2E 1-4-0 to 2-8-0, Interior(l) 1 2-8-0 to 15-0-0, Exter oeZR ,��i 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-8-0, Extedor(2R) 23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members �♦, ,� `•�:!✓ E N S 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 i • N.o 68182. • 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 270-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9 �, S OF .'44/ 7) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �. Q capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ♦ T' �` ,j,1=920.� Cs ' Fi 0 •' `�N % 2=9 9) This 2truss design �*1 A ', requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ON ,�♦♦♦ sheetrock be applied directly to the bottom chord.III klI! Joaquin Velez PE Nd.68182 MiTek USA, Inc. FL Celt 6634 6904: Parke East Blvd. Tampa FL 33610. Date: May 19,2021 �— ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown,and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 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 i Job Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045450 2742539 A13 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 Mt l ek Industries, Inc. Wed May 19 18:1 L'UU ZU21 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-gYGL2dBJ?dzRuaQts5sRuHXSMIAQC LUCX3Oa7jzEsHv r1-4-0 8-8-0 13-0-0 , 19-4-0 25-M 30-0-0 38-8-0 AO-O-Q 1-4-0 8-8-0 4-4-0 6-4-0 6-4-0 4-4-0 8-8-0 1-4-0� 6.00 12 5x8 a:�- 2x4 II 5x8 4 22 235 24 25 6 4x8 3.00 F12 Scale = 1:73.2 4x8 8-8-0 10-8-0 10-8-0 B-8-0 ' Plate Offsets (X,Y)-- [2:0-6-3,0-0-2], [3:0-3-0,0-3-01, [4:0-5-4,0-2-8], [6:0-5-4,0-2-8] [7:0-3-0,0-3-0] [8:0-6-3,0-0-21, [10:0-6-4,0-4-12], [13:0-6-4,0-4-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) BCDL 10.0 Code FBC2020ITP12014 Matrix -AS in (loc) Well L/d 0.64 11 >722 240 -0.87 10-11 >535 180 0.48 8 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD 1-3,7-9: 2x4 SP No.1 BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=295(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4813/2822, 3-4=-4763/3042, 4-5=-3182/2048, 5-6=-3182/2048, 6-7=-4763/3074, 7-8=-4813/2854 BOT CHORD 2-13=2376/4397, 11-13=-1365/2733, 10-11=-1392/2733. 8-10=-2438/4362 WEBS 3-13=376/481, 4-13=-1338/2243, 4-11=257/703, 5-11=374/409, 6-11=-256/703, 6-1 0=1 35712120, 7-10=-379/481 PLATES GRIP MT20 244/190 Weight: 210 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(213) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSlrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920, 8=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WIN V No 6,818Awl _ST . OF CC/:: Ili 1111 it Joaquin.Veiez PE No.68182 Mgek llSA, Inc. FL Cert 6634 6909 Parke East B]vd. Tampa FL 33610 Date: May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bradng indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and perm anent 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 ANS11TFI1 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 LOT 54/1 WATERSTONE T24045451 2742539 A14 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:02 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-cwO6TJDaXFD97uaF_Wvv_icoDYsOgFg\ NVhCbzEsHt r1-4-01_ 8-8-0 11-0-0 19-4-0 27-M 30-0-0 38-8-0 AO-o- 1-4-0 8-8-0 2-4-0 8-40 8-4-0 2-4-0 8-8-0 1-4-0 7rd II 4x8 % 3.00 12 6x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.1 `Except' 4-5,5-6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=-920(LC 12), 8=-920(LC 12) Max Grav 2=1503(LC 1), 8=1503(LC 1) 7x8 = 6x8 = 22 23 5 24 25 6 m.n II 38-8-0 4x8 zz Scale = 1:71.7 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.87 Vert(LL) 0.66 11 >703 240 MT20 244/190 BC 0.80 Vert(CT) -0.87 10-11 >536 180 WB 0.90 Horz(CT) 0.47 .8 rile n/a Matrix -AS Weight: 220 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP'CHORD 2-3=-4822/2804, 3-4=-4756/3053, 4-5=-4211/2614, 5-6=-4211/2614, 6-7=-4756/3084, 7-8=-4822/2836 BOT CHORD 2-13=2354/4369, 11-13=-1670/3243, 10-11=-1692/3243, 8-10=-2415/4369 WEBS 3-13=325/480, 4-13=-1172/1881, 4-11=579/1199, 5-11=-555/580, 6-11=-578/1199, 6-10=1188/1785, 7-10=-331/479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.1S; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterior(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=920, 8=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �\11'Jlt.1/fll oPQuiNEN v •,,. i No W 82 9 S OF S,4UZ. i� •••: R 1 • G. %% .tij''Osseo N AI E •%`'. . Joaquin Velez PE 1116.68182 MiTek USA; Inc. FL Cert 6634 8904-Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® 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 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, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 54/1 WATERSTONE T24045452 2742539 A15 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:03 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-47yUhfDCIYLO129SXEQ8Ww9_1yAzPlseD1 EEk1zEsHs r1-4-0, 6-2-7 9-0-0 15-10-11 22-95 29-11-0 32-5-9 38-8-0 AO-o- 1-4-0 6 2-7 2-9-9 6.10-11 6-10-11 6.10-11 2-9-9 6-2' 1-40 7x8 = 6.00 12 3x8 i 3.00 F12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,6-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-16,9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 4x4 = 26 27 5 28 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Harz 2=212(LC 11) Max Uplift 2=-920(LC 12), 9=-920(LC 12) Max Grav 2=1503(LC 1), 9=1503(LC 1) 4x6 = Scale = 1:71.7 7x8 = 7x8 = 6 29 30 31 7 3x4 8 M 0 ST1.5x8 STP = N 32 33 13 O 12 d 11 9 10 °' N 1x12 = 7x8 = 2x4 II Io 3x8 32-5-9 . 38-8-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TC 0.81 Vert(LL) 0.9913-15 >468 240 MT20 244/190 BC 0.95 Vert(CT)-1.2413-15 >374 180 WB 0.71 Horz(CT) 0.62 9 n/a n/a Matrix -AS Weight: 220 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Raw at midpt 4-15, 7-13 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4653/2760, 3-4=-4575/2722, 4-5=-5609/3407, 5-6=-5605/3369, 6-7=-5607/3372, 7-8=-4575/2746, 8-9=-4653/2788 BOTCHORD 2-17=2340/4185, 16-17=-2357/4223, 15-16=-2061/3939, 13-15=-3060/5607, 12-13=-2080/3939, 11-12=2415/4223, 9-11=-2397/4185 WEBS 4-16=628/1192, 4-15=-1061/1874, 5-15=-462/436, 6-13=-422/445, 7-13=-1051/1871, 7-12=642/1182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=920, 9=920. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %�QUIN IVF���ii No ,681'82 :ice �9 SST. Of .' ZCl: •,�S'`S��IVA %E�%%%• 1111, . Joaqulfi Velez PE No.68182 MiTek USA; Inc: FL Cert 8634 6904 Parke East Bivd: Tampa FL 33610 Date: May 19,2021 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5I192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Oty Ply LOT 54/1 WATERSTONE TA T24045453 2742539 HIP TRUSS 1 q J Job Reference (optional) is nrsiSource Irian city, FL), Plant city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:04 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-ZJ Wsu?Eg3sTtNCke5xxN37iDdMbD8DtoRh_oGUzEsHr 33-5-7 •1.4.0 5-4-10 1-0-0 13-3-0 19-4-0 25-5-0 31-3-B 31 -0 38-8-0 0-0-0 1-4-0 5-4-10 1_ _6 8.1-0 6-1-0 5-10-8 0-4.8 5-2-9 1.40 1-9-7 Scale = 1:71.5 6x8 = 6.00 12 7x8 = 4x4 = 7x8 = -2x4 2x4 � 3 4 16 5 6 10x12 17 18 7 2 rn N N 1 15 19 14 13 12 11 9 10 o Bx12 = 5x8 = tOx12 = 5x6 = 20 I`r 7x10 8x12 = o ST1.5x8 STP = ST1.5x8 STP = 3.00 12 5x6 ZZ NMI 13-3-0 1 19-41 25-5-0 31-3-8 31 6-0 38-8-0 ' 7-4-8 5-10-8 6-1-0 6.1-0 5-10-8 0-4-8 7-0-0 Plate Offsets (X.Y)-- r1*0-4-11 Fdoel_ r3:n-." n-3_nl ra•n_a_n mA-Fti ra•n_A_n n-A_p1 r7•rL11-A n_S_tm fo•n_G_al c,1.,e1 rI z•n_c n n_c_,a, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 1.08 13 >418 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -1.12 13 >405 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.42 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 746lb FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins. 7-10: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 'Except* 13-15,11-13: 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Harz I=166(LC 6) Max Uplift 1=1998(LC 8), 9=-2128(LC 8) Max Grav 1=3502(LC 13),9=3557(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-12383/6993, 2-3=-13154/7412, 3-4=-17854/10336, 4-5=17854/10336, 5-6=-20317/11838, 6-7=-18136/10550, 7-8=-12893/7285, 8-9=12540/7085 BOT CHORD 1-15=6230/11414, 14-15=6898/12826, 13-14=11601/20405, 12-13=10387/18313, 11-12=-6742/12418,9-11=-6330/11484 WEBS 3-15=1816/3712, 4-14=748/793, 5-13=166/394, 6-13=1263/2159, 6-12=1554/1265, 7-11=1852/3766, 2-15=-737/1358, 8-11=-455/868, 3-14=-3275/5431, 5-14=2719/1600, 7-12=3659/6007 NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 1, 9 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 100 lb uplift at joint(s) except Ut=lb) 1=1998, 9=2128. Od6tl5ifdd=affaa*l8p end with 7-0-0 end setback `,►j1111111/1I No 68182 jr • S OF ice'• k (V 111.1,1 . Joaquin.Velez PE 1116168182 MiTek 11S& Inc. FL CeitMA. 6900arke EastBivd. Tampa FL 33610 Date: Mav 19.2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5l192020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r►ek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the WOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII 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 JV Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045453 2742539 A16 HIP TRUSS 1 q J Job Reference o tional Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:05 2021 Page 2 ID:20VQZHln97x9G5M9NmJalQz3Stx-1V4E5LFSgAbk MJgffScbLEONmxStg7xgLjLpwzEsHq NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at 31-8-0, and 802 lb down and 391 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-112(F=-58), 7-10=-54, 1-19=-20, 15-19=42(F=-22), 11-15=-42(F=-22), 11-20=-42(F=-22), 9-20=20 Concentrated Loads (lb) Vert: 19=475(F) 20=475(F) ® 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 WOW 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 Duality 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 LOT 5411 WATERSTONE T24045454 2742539 B01 Hip Girder 1 1 Job Reference (optional) ouuue r—tou— tnarn i ny, rut, riant uny, rL - a000r, ti.4JU s Apr 2u 2u21 MI I eK Industries, Inc. Wed May 19 18:11:06 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-ViddJhG4bTjbcVul DMzr8YnckAJdcGO4v?TuLMzEsHp -111-0 5-0-0 7-8-0 12-8-0 14-0-0 1-4-0 5-0-0 2-8-0 5-0-0 1-4-0 Scale = 1:25.0 4x4 = 4x4 = M O N 4 3x4 = 3x4 = o-u-U 5-0-0 7-8-0 2-8-0 12-M 5-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 8-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.08 8-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MS Weight:51 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 5=0-8-0 Max Harz 2=131(LC 7) Max Uplift 2=-516(LC 8), 5=-516(LC 8) Max Grav 2=836(LC 1), 5=836(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1335/657, 3-4=-1157/640, 4-5=-1335/657 BOT CHORD 2-8=-48711145, 7-8=-479/1157, 5-7=-483/1145 WEBS 3-8=0/290, 4-7=0/290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=516, 5=516. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 334 lb up at 5-0-0, and 61 lb down and 146 lb up at 6-4-0, and 195 lb down and 334 lb up at 7-8-0 on top chord, and 116 lb down at 5-0-0, and 47 lb down at 6-4-0, and 116 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-148(F) 4=-148(F) 8=98(F) 7=-98(F) 15=-61(F) 16=-38(F) PQ . I N 1 ET VIfe i No 68182 9 S O F 1 441 �pR�Qi- N 4 O N AL � ��Il.11'.I;III� Joaquin Velez PE Nd.68182 MITek USA. Inc:. FL Cert 6634 ,6904:Pa k; East Blvd. Tampa FL 33610 NIB: May 19,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building. designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard 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/rP11 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 LOT 5411 WATERSTONE T24045455 2742539 B02 Common 2 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, M 6-4.0 3x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:06 2021 Page 1 ID:20VQZHing7x9G5M9NmJalQz3Stx-ViddJhG4bTjbcVu1 DMzr8YnY6AIbcG34v?TuLMzEsHp 12-8-0 14-0-0 6-4-0 1-4-0 4x8 = 3x4 = Scale = 1:24.7 I� a 6-4-0 12-8-0 6-4-0 6-4-0 Plate Offsets (X,Y)-- 12:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.08 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 49 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 4=0-8-0 Max Horz 2=-158(LC 10) Max Uplift 2=378(1_C 12), 4=-378(LC 12), Max Grav 2=541(LC 1). 4=541(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-656/817, 3-4=656/818 BOT CHORD 2-6=-456/532, 4-6=456/532 WEBS 3-6=-44/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate %tJ1111,111j, grip DOL=1.60 0% 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,%- .0 � �je to the use of this truss component. , C•E N S: •� 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 N o 68182 •`. will fit between the bottom chord and any other members. 6) Provide lb * ;� * �_ mechanical connection (by others) of truss to bearing plate capable of withstanding 100 uplift at joint(s) except (jt=lb) 2=378,4=378. 7) Tpis truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �'fl sheetrock be applied directly to the bottom chord. i �% S 0 F R.Q.. J,111,1 Joaquln Velez PE N6.68182 MiTek USA; IOC: FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 -- A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev: 6119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 LOT 54l1 WATERSTONE T24045456 2742539 B04 Common 3 1 Job Reference (optional) s rnsiouurce (Fianr Gmy, FL), Piani Cky, FL - 33567, 5.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:07 2021 Page 1 ID:20V QZHIn97x9G5M9NmJalQz3Stx-zuB? W1 H iMnrSEfSDm3U4hlKjl Ze2LjNE8fCStpzEsHo 1 4 0 6-4-0 12-4-0 1-4-0 6-4-0 6-0-0 5x6 = 3x4 = 4x4 = Scale: 12"=l' Ii 6-4-0 12-4-0 " 6-4-0 6-0-0 Plate Offsets (X,Y)-- [4:0-0-0,0-1-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.08 5-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.09 5-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 46lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-4-0, 2=0-8-0 Max Horz 2=148(LC 11) Max Uplift 4=250(LC 12), 2=-378(LC 12) Max Grav 4=452(LC 1), 2=532(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-630/694, 3-4=634/724 BOT CHORD 2-5=-485/508, 4-5=485/508 WEBS 3-5=-23/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25fl; 8=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-4-0, Exterior(2R) 6-4-0 to 10-4-0, Interior(1) 10-4-0 to 12-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate 1(111111 f�� grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific `�PQl iI N to the use of this truss component. E 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .•�j; ��•.. 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 M"Q 68182 will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=250, 2=378. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly.to the top chord and 1/2" gypsum�- sheetrock be applied directly to the bottom chord. i ? ST . OF 44/ <&, . p R,.� Q, �\ ��• Joaquin Velez PE No.68182 MITek USA; Inc: FL deft 6834 6904 parke East Blvd. Tampa FL 33610 Date:" May 19,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®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 ANS11TFl1 Quality Cdterla, 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 LOT 5411 WATERSTONE T24045457 2742539 C1 Jack -Open 11 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:08 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-R41NkMHK75zJrp1 PKn?JDzsxLz5_4BENMJy?PFzEsHn -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 Plate Offsets (x,Y)-- [2:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matfix-MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1). 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical ccnnection (by others) of truss to bearing capable of withstanding 100 lb uplift at joints) 3, 4 except plate 2=227.Ns���,,,i: i Nq..60182 :9 S O F r 4U AL Joaqulli Velez PE No.68182 MITek USA, )nc:.FL Will 6634 6904farke.East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING - Verifydesign 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 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 s Truss Type City Ply LOT 5411 WATERSTONE Tcru, T24045458 2742539 JACK -OPEN 2 1 Job Reference o tional s rnsrtuurce (Piani City, FL.), Pianl City, FL - &stet, 8.430 s Apr20 2021 MiTek Industries, Inc. Wed May 1918:11:09 2021 Page 1 ID: hKY1 ep9FiDwfFyJCybTuLLyv927-vGJlxilzuO5ATzcbuUXYmAP75NRSpeUXbzhYyhzEsHm -1-4-0 0-11 A 1-4-0 0-11A Scale = 1:7.6 4 d m m 0 N O 0-11.4 0-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-6-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom, chord and any other members. 5) Refer to for truss to truss girder(s) connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) 3, 4 except at=lb) 2=227. ,%� P.QU � No .68182 = =o iz Of : -4C/` . R 1 p, N,�� Joaquin .Velez PE N6.68182 Mgek VSX, Inc. FL Wt 8834. 6904"Parke East- Blvd. Tampa FL 33810 Date. May 19,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with 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/TPII Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Intormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply LOT 5411 WATERSTONE T24045459 2742539 C1C JACK -OPEN 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:09 2021 Page 1 r ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-vGJlxilzuO5ATzcbuUXYmAP75NOBpeUXbzhYyhzEsHm -1-4-0 0-11.4 1-4-0 0-11-4 Scale =1:7.6 0-9-8 -11 Plate Offsets (X,Y)-- [2:0-4-12,0-0-8) LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 ' n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-74(LC 1), 2=-449(LC 12), 4=-99(LC 1) Max Grav 3=125(LC 12), 2=313(LC 1). 4=172(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ; parch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ♦ ,,r��f11111/���� 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) , U N P.Q O plate 2=449. ;,� ......... ,,.• op No 6,8182 S TkO FORI •tom 1111 Joaquin Velez PE Nd.68182 MiTek USA; Inc; FL 6ei it 6634 ,6904•Parke East Blvd. Tampa FL 33610 Datd: May 19,2021 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 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 ANS1/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 Jab Truss Truss Type City Ply LOT 54/1 WATERSTONE T24045460 2742539 C1 P JACK -OPEN 4 1 Jab Reference (optional) ouuaers rrsiSource (riant City, FL), mant City, FL - a3bbf. 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:10 2021 Page 1 ID:oHYiRCdpcl quXgUg67iPJRzdjtT-NTt792JbfiD 157BoSC2nlOyHrnmUY5kggdR6UBzEsH I -1-4-0 0-11-4 1.4-0 0-11-4 Scale = 1:7.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-6(LC 9), 2=-246(LC 12), 4=-23(LC 17) Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=246. ,,11111111 pII No 68182 it_ ^ S OF t 14/ XN F� •. O R ♦ �• Ss�OIV A1- . ��In1.1111� Joaquin Velez PE N6.68182 MITO USA; Inc: FL Cent 6634. 6904 Parke East Blvd: Tampa FL 33610 Date: May 19,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511MO20 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building. component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 54/1 WATERSTONE T24045461 2742539 cis JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2X4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:11 2021 Page 1 ID:mMgl pKnMQsfOZioRm ROHYCzM W VQ-rfRWM OKDPOLuiHm_7vZOrbUXRB6PHYzg2HAfOazEsHk 0-11-4 0-11-4 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DO 1.25 TC 0.01 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 3lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or I O-0-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-11(LC 12), 2=20(LC 12), 3=8(LC 12) Max Grav 1=35(LC 17), 2=22(LC 17), 3=17(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. \IIIllfill I N t,� N0, .681182 X, S OF 111.1,1 doaquln Velez PE N6.68182 MiTek USA, Inc: FL Cert 6634 6964 Parke East Bivd: Tampa FL 33610 Date: May 19,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to.prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/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 LOT 54/1 WATERSTONE 2742539 C1V Jack -Open Truss q 1 T24045462 Job Reference (optional) t anL .1y, 11l, runt ..ay, rL - aaoor, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:12 2021 Page 1 ID:20V QZHln97x9G5M9NmJalQz3Stx-Kr7uZkKrAJTkKQLAZd4FOp l dLaSwO_DzHxwDYOzEsHj -1-4-0 0-11-4 1-4-0 0-11-4 Scale = 1:7.6 M O d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Harz 2=91(LC 12) Max Uplift 3=-4(LC 9), 2=-211(LC 12), 4=-14(LC 1) Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSlfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except 0=11b) 2=211. No 68182 �0 �ecC. S OF LU 00 ♦�T. • O R•1 Q,P, Joag6lu Velez PE No.68182 MiTek USA; Inc:.FL Left 6634 6904:Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 ray. 6/19)2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek� 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 City Ply LOT5411 WATERSTONE T24045463 2742539 C3 Jack -Open 11 1 Job Reference o tional Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:12 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-KfluZkKrAJTkKQLAZd4FOp1dLaRw0_DzHxwDY0zEsHj 2-11-4 W1 2-11 4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof'live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b) 2=183. �\Illlllf�j� I N .' �. F i No ,68.182 00 �♦i FSi •:� O R 1 � P, ���,� 14 Joaquln Velez PE Nd.68182 MiTek USA; Inc: FL theft 6634 ,6904 Parke East Blvd, Tampa FL 33610 bate: May 19,2021 -- ® WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI I-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 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?Pli 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 LOT 5411 WATERSTONE T24045464 2742539 C3P JACK -OPEN 4 1 Job Reference (optional) oum0ers ristbource trlant cry, rLl, mant city, rL - aaobf, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:13 2021 Page 1 ID: oHYiRCdpcl quXgUg67iPJRzdjtT-o2ZGn4LTxdbbyawN7KbUwOao5_ILIRT6Wbfm5SzEsHi -1 4 0 2-11-4 1-4-0 2-11-4 Scale = 1:12.7 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.02 4-7 >999 240 MT20 2441190, TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.02 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Harz 2=152(LC 12) Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9) Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb) 2=245. G E N No 68182 � r .' lu, OF : ;• Off. <C/'� Joaquln Velez PE No.66182 MiTek USA, Inc; fL 60`634. .6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 A 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCS/ 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 LOT 54/1 WATER STONE T24045465 2742539 C3S JACK -OPEN 1 1 Job Reference (optional) Builders FirstSeurce (Plant City, FL), Plant City, FL - 33567, 2x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:14 2021 Page 1 ID:mMgl pKnMQsfOZioRmROHYCzM W VQ-GE6e_QM5ixkSZkVZh161TE60105LUujGIFPJdvzEsHh Scale: 1 "=1' 2-11-4 Plate Offsets (X,Y)-- [1:Edge,0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD 2x4 SP Ne.2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=89(LC 12) Max Uplift 1=-36(LC 12), 2=-77(LC 12), 3=-6(LC 12) Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; VUlt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a jive toad 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 for truss to truss connections. �1 f 11111 i �14� girder(s) ,��� U I N V F� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. NO 68182 ST"., OF ?A/Z Joaqulh Velez PE NO. 68182 NUTek USA; Inc: FL Cart 6634 6904-Parke EastBlvd. Tampa FL 33610 Date: May 19,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MITBk• 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 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke last Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite203 Waldorf, MD 20601 Tampa, FL 36610 Job s Truss Type Qty Ply LOT 5411 WATERSTONE TCr3V T24045466 2742539 Jack -Open Truss 4 1 Job Reference (optional) Irs[Source (Plant City, FL), rant City, FL - 33bbt, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:14 2021 Page 1 I D:20VQZH In97x9G5M9NmJalQZ3Stx-GE6e_QM5ixkSZkVZh16jTE6zg07MUuIGIFPJdvzEsHh 2-11-4 W1 ' 2-11-4 Scale = 1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-67(LC 12), 2=-174(LC 12) Max Grav 3=72(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=174. .` � •" � ..... No 6,8182 OF Joaquin Velez PE N1i.68182 Mfiek USA; Inc. FL Celt 66A. .6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING - Vedfy 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 MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP1l quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke Fast 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 LOT 5411 WATERSTONE T24045467 2742539 C5 Jack -Open 7 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:15 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-kQgOCm NjTEsJBu4lEley7Rf5OoOkDLzPzv8t9LzEsHg 1 4 0 4-11A 1-4-0 4-11 A 3x4 = 4-11-4 Scale = 1:17.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.06 4-7 >943 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17),2=262(LC 1),4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to for truss to truss connections. girder(s) i.0 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=128, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum ,,�� J. ,••• C E'NS+"� �� �� �:� F•••�. i sheetrock be applied directly to the bottom chord. NO 68182 S OF O: . JSS,O N A i,`�� doaquih Velez PE Nd.68182 Mfiek USA,.Inc: FL Cert 6634 6904 Parke East Blvd. Tamp FL 33610 Date: May 19,2021 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANS11rPll 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 LOT 54/1 WATERSTONE T24045468 2742539 C5P Jack -Open 4 1 Job Reference o tional nawuurue fruit Gny, FL), rani City, FL - 33567, 6.4313 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:16 2021 Page 1 ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-CdEOP50MEY_Ap2eyoS9BYfcgCdkyoDZCYuQinzEsHf 1 4 0 4-11-4 1-4-0 4-114 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Scale = 1:17.6 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TC 0.81 Vert(LL) 0.18 4-7 >322 240 MT20 2441190 BC 0.84 Vert(CT) 0.17 4-7 >354 180 WB 0.00 Horz(CT) -0.01 3 n/a n/a Matrix -AS Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=145(LC 12), 2=-300(LC 12), 4=8'1(LC 12) Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(21R) 2-8-0 to 4-10-8 zone; porch 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 except (jt=lb) 3=145, 2=300. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ,,,,dU IN �t;11111JffI�,,I o No 60102 ir ... S T' OF R , O.P :.` . % W. f1.11111 Joaquln.Velez PE Nd.68182 MITek USA, Inc: FL dirt6634. 60d4 Parke East Blvd. Tampa FL 33610 Date: May 19,20.21 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDEb 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 huilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 JQb Truss Truss Type Qty Ply LOT 54/1 WATERSTONE T24045469 2742539 C5S JACK -OPEN 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL-33567, 3x4 = 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:16 2021 Page 1 ID:m Mq1 pKnMQsfOZioRm ROHYCzM W VQ-CdEOP50MEY_Ap2eyoS9BYfCF?CiHyoDZCYuQinzEsHf Scale = 1:16.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.08 3-6 >749 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.06 3-6 >958 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 1=151(LC 12) Max Uplift 1=-63(LC 12), 2=138(LC 12), 3=-3(LC 12) Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 6=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 2=138. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A11111111111 ••�' S'�•• ��. i No -681:82 ==U: 'rcZ S 10 F : iU Off. op 4 N TR % Joaquin Velez PE No.68182 MiTek USA, Inc: FL deft 8634 6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING -Verifydesign 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 ANSI TPl1 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 Jab Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045470 2742539 C5V Jack -Open Truss 4 1 Job Reference o tional DUImB rnsiSuurcB (Plan[ Chy, FL), lanr City, FL - ssae/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:17 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-gpondRO_7s61 QCD8MAgQ4skQlb2WhFSiRCd_EEzEsHe -1-4-0 4-11-4 1-4-0 4-11-4 3X4 i Scale=1:17.6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.59 Vert(LL) 0.07 4-7 >853 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.07 4-7 >881 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-133(LC 12), 2=-189(LC 12) Max Grav 3=134(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip.DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=133, 2=189. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. '%%IPQU NVFW 1 �4f � No 68182 .". # *... :9 S OF IN Joaquln Velez PE Nd.68182 MiTek USA; Inc. FL 6rt 6634 ,6964 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent 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 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 City Ply LOT 54/1 WATERSTONE T24045471 2742539 D01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:19 2021 Page 1 ID:mMq 1 pKnMQsfOZioRm ROHYCzM WVQ-cCwX17QEXTMIgVN WrbiuAHpkxPe89yN?u W6416zEsHc -1-4-0 7-0-0 13-6-0 20-0-0 27-0-0 128-4-0 1 4-0 7-0-0 6-6-0 6-6-0 7-0-0 1-4-0 NAILED Special NAILED 5x8 = Special NAILED NAILED 3x6 II NAILED NAILED 5xB = 3 17 18 194 20 21 22 5 3x8 = 2x4 II NAILED NAILED 5x8 = NAILED NAILED 2x4 II 3xB = Special NAILED NAILED Special Scale = 1:49.2 7-0-0 13-6-0 20-0-0 27-0-0 7-0-0 6-6-0 6-6-0 7-0-0 Plate Offsets (X Y)-- [2:0-8-0 0-0-14] [3:0-5-8 0-2-4] [5:0-5-8 0-2-4][6:0-8-0,0-0-14],[9:0-4-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix -MS Weight: 123 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 Do bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=172(LC 7) Max Uplift 2=-1396(LC 8), 6=-1396(LC 8) Max Grav 2=2139(LC 1), 6=2139(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=4125/2540 BOT CHORD 2-10=2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618 WEBS 3-10=66/726, 3-9=879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific %%111 111J/l" to the use of this truss component. `���� U IN 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. • l�� ,0 •' G E N �� SF 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 �� .'. V� will fit between the bottom chord and any other members. N o. 82 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1396,6=1396. ► 71C;• ;. �_ 0.0 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) kanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 lb down and 407 lb up at 7-0-0, and 314 lb down and 407 Ib up at 20-0-0 on top chord, and 397 Ib down and 170 lb up at 7-0-0, and 397 lb down and 170 lb OF (u up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 0 �• ((� 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 00 T •• Q .' _ �� 10 1� F •.,.� p O,.• .% Standard R ���'SS��NA� �, ) 1) Dead + Roof Live Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquin.Velez PE No.68182 MITek USA lhc: FL Cert 6634 6904•Parke East•Blvd. Tampa FL 33610 Date: May 19,2021 Continued on oaae 2 A WARNING -Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 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 Jab Truss Truss Type Qty Ply LOT 5411 WATERSTONE 2742539 D01 Hip Girder 1 T240454711 c„aa.,... �:....�......... ,—_-. 1:— 11 , -, ,,,,1-- Job Reference (optional) -•-• •• �••> - • - - ----, , o.gau s Hpr to euz I rvn I eK Inaustnes, Inc. vvea May 19 18:11:19 2021 Page 2 ID: mMgl pKnMQsfOZioRm ROHYCzM WVQ-cCwX17QEXTMIgVNVVrbiuAHpkxPe89yN7uW6416zEsHc LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-149(F) 5=-149(F) 10=-392(F) 8=392(F) 17=-117(F) 18=-117(F) 19=-117(F) 20=117(F) 21=117(F) 22=-117(F) 23=-59(F) 24=59(F) 25=-59(F) 26=-59(F) 27=-59(F) 28=-59(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19I2020 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 ANSUTP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jgb Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045472 2742539 D02 Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:21 2021 Page 1 • ID:mMglpKnMQsfOZioRmROHYCzMWVQ-Za1 HSpRU34cTvpXvbOkMFivBgDLtdO71MgbBN?zEsHa -1-4-0 6-3-0 9-0-0 13-6-0 18-0-0 20-B-10 i 27-0.0 i 1-4-0 6-3-0 2-8-10 4-6-0 4-6-0 2-1-1 0 6-3.6 Scale = 1:49.0 4x4 = 3x4 = 20 21 5 4x4 = 4x4 = 3x8 = 3x4 = 3x8 = 4x4 = 9-0-0 18-0-0 27-0-0 9-0-0 9-0-0 9-0-0 Plate Offsets (X,Y)-- [2:0-1-0,Edge], 18:0-1-0,Edgel LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.47 BC 0.78 WB 0.21 Matrix -AS DEFL. in Vert(LL) 0.17 Vert(CT) -0.31 Horz(CT) 0.06 (loc) I/defl Ud 9-14 >999 240 9-14 >999 180 8 n/a file PLATES GRIP MT20 244/190 Weight: 128 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 8=0-8-0, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 8=-559(LC 12), 2=-680(LC 12) Max Grav 8=997(LC 1), 2=1073(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1755/1198, 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7=-1556/1101, 7-8=-1764/1195 BOT CHORD 2-11=967/1533, 9-11=-865/1488, 8-9=-957/1544 WEBS 3-11=338/382, 4-11=-336/536, 5-11=-278/242, 5-9=-274/227, 6-9=337/542, 7-9=-349/392 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. J11.111111t �� II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 %%t USN V to 14-7-14, Interior(1) 14-7-14 to 18-0-0, Exterior(2R) 18-0-0 to 23-7-14, Interior(1) 23-7-14 to 27-0-0 zone;C-C for members andP.Q �'�'. `'� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ���' ,� ;•• G E • �� '�� SF•••, �i 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. N o. 68182 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for bottom live load live loads. a 10.0 psf chord nonconcurrent with any other ' 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 v.ill fit between the bottom chord and any other members. °p 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9' :• S F (V 8=559, 2=680. B) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum �, 0 ((� .0 ;"N,t� �' sheetrock be applied directly to the bottom chord. R' �'• ��,,� 14f /0 N A� Joaquin Velez PE No.68182 MITek USA, Inc. FL Ulf 6634 6964:Parke EatUlvd. Tampa FL 33610 Date: May 19,2021 ® 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 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/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 LOT 54/1 WATERSTONE T24045473 2742539 D03A HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:22 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-1 nbgg9S6gOkKXz659j GbnwRFvcjsMHeRaULkvRzEsHZ 9-9-0 13-6-0 17-3-0 21-11-15 27-0-0 5-0-1 4-9-0 3-9-0 3-9.0 4-9-0 5-0-1 ST1 0 Scale: 1 /4"=1' 5x8 = 3x4 = 6x8 = 22 4 23 5 5x12 i niuZo 2x4 II 6x8 = 5xB = HTU26 3x4 = HTU26-2 7x8 = HTU26 3x10 II HTU26 8x12 5-0-1 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 HTU26 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 REACTIONS. (size) 1=0-8-0, 7=0-8-0 Max Horz 1=195(LC 7) Max Uplift 1=-3556(LC 8), 7=-5336(LC 8) Max Grav 1=5912(LC 1), 7=9142(LC 1) HTU26 HTU26 HTU26 HTU26 HTU26 13-6-0 17-3-0 21-11-15 27-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.76 Vert(LL) 0.32 B-9 >999 240 MT20 244/190 BC 0.66 Vert(CT) -0.37 8-9 >864 180 WB 0.96 Horz(CT) 0.11 7 n/a n/a Matrix -MS Weight: 375 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 cc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-4 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1256717613, 2-3=-10758/6524, 3-4=-10807/6559, 4-5=-10987/6612, 5-6=-1214317214,6-7=-16212/9498 BOT CHORD 1-13=6691/11149, 12-13=6691111149, 10-12=5674/9692, 9-10=-6265/10807, 8-9=-8432/14501,7-8=-8432/14501 WEBS 2-13=852/1475, 2-12=-1727/1193, 3-12=-1859/3009, 3-10=-999/1900, 4-10=324/187, 4-9=-351/379, 5-9=2931/5061, 6-9=-4081/2448, 6-8=-1808/3314 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live toads have been considered for this design. 4) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) 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 100 lb uplift at joint(s) except (jt=lb) 1=3556, 7=5336. 10) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 5-11-11 oc max. starting at 2-5-1 from the left end to 14-3-4 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong -Tie HTU26-2 (20-1 Od Girder, 14-1 Old Truss, Single Ply Girder) or equivalent at 15-10-0 from the left end to Cont¢W9fthtDAFda) to back face of bottom chord �111111J/��� OPQU1N yiAf MP ,60182 .�'J.sS�o.ti ���7f1111111��, Joaquin Velez PE No,68182 MiTek USA,. Inc.. FL Cert 6634 ,6904:Pafke EaSt-Blvd: Tampa FL 33610 Date: Mav 19.2021 WARNING - Vedly 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 p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek` 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 LOT 54/1 WATERSTONE T24045473 2742539 D03A HIP GIRDER 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:22 2021 Page 2 • ID:20VQZHIn97x9G5M9NmJalQz3Stx-1 nbgg9S6gOkKXz659jGbnwRFvcjsMHeRaULkvRzEsHZ NOTES- 12) Use Simpson Strong -Tie HTU26 (20-1 Dd Girder, 14-10dx1 112 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-9-4 from the left end to 25-9-4 to connect truss(es) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 985 lb up at 6-4-12, and 782 lb down and 549 lb up at 8-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 3-16=-54, 3-5=-54, 5-20=-54, 1-7=-20 Concentrated Loads (Ib) Vert: 8=-1409(B) 19=-1409(B) 24=-86(B) 25=-160(B) 26=-1484 27=782 28=-708(B) 29=-708(B) 30=-708(B) 31=-1412(6) 32=1413(B) 33=1413(6) 34=1409(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 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/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety/ntomlation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss . Truss Type Qty Ply LOT 54/1 WATERSTONE T24045474 2742539 E2A JACK -OPEN STRUCTURAL 3 1 Job Reference o tional t ,o„, ,�y, ter, r iei n �!Ly, r" - 0000r, ".4Ju s Apr zu zu21 Mt1 eK industries, Inc. Wed May 19 18:11:23 2021 Page 1 I1:hKY1ep9FiDwfFyJCybTuLLyv927-VZ92tVTlbisB87hliQngK7_XZOBG5zxbp841RtzEsHY -1-4-0 2-0-0 1-4-0 2-0-0 Scale = 1:10.3 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-6-0, 4=Mechanical, 3=Mechanical Max Horz 2=124(LC 12) Max Uplift 2=229(LC 12), 4=-28(LC 9), 3=38(LC 12) Max Grav 2=170(LC 1), 4=31(LC 3), 3=35(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except ( =lb) 2=229. 4f No 68182 •� S F `4U oo Joaquin,Velez PE No.68182 MiTek USA', Inc. FL Ceft 66A .6904'Parke East Blvd. Tampa FL 33610 Date: May 19,2021 A 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 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 WOW 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 ANSbTPN 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 Jab Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045475 2742539 E5 Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:24 2021 Page 1 • ID:20VQZHln97x9G5M9NmJaIQz3Stx-z9jQ5rUNL?_1mGGUG813tLXdTQRegQBk2ogr KzEsHX 1 4-0 5-0-0 1-4-D 5-0-0 Scale=1:17.8 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.07 4-7 >906 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.07 4-7 >882 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 12) Max Uplift 3=-130(LC 12), 2=-196(LC 12) Max Grav 3=134(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at --lb) 3=130, 2=196. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0%PQv IN r V,, 114 GENS'����'�i No .66182 ir S OF t� Joaquin Velez PE No.68182 MiTek USA; Inc. FL Celt 663A 6904:1parke East Blvd. Tampa FL 33610 Date: May 19,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-7473 rev. 6/192020 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 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 LOT 5411 WATERSTONE T24045476 2742539 E7 Jack -Open 12 1 Job Reference (optional) ou"u ruawuu— trient any, rL), riani City, FL - 0000r, 5.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:24 2021 Page 1 ID:20V QZH In97x9G5M9NmJalQZ3Stx-z9jQ5rUNL7_1 mGGUG813tLXXtQLLgQBk2ogr_KzEsHX 1-4 0 7-0-0 1-4-0 7-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=D-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) Scale = 1:23.0 w Lh c� CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.92 Vert(LL) 0.22 4-7 >377 240 MT20 244/190 BC 0.85 Vert(CT) -0.21 4-7 >389 180 WB 0.00 Horz(CT) -0.01 3 n/a n/a Matrix -AS Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 0 ,,,1�11'1111!/���,, 0 E N No 68.182 0. * '• r �•' ST OF '•41J S O N A 111.11 Joaquln Velez PE Nd.68182 MiTek USA; Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 �— A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 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 ANS11TP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Thus Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jib Truss Truss Type Qty Ply LOT6411 WATERSTONE T24045477 2742539 E71? Jack -Open 4 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:25 2021 Page 1 • ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-RLHoIAV?6J6uOQgggrpl PY3j5ggNZtRtGSZP WmzEsHW -1-4-0 7-0-0 1-4-0 7-0-0 Scale = 1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.26 4-6 >325 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.23 4-6 >360 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 30 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical Max Horz 2=280(LC 12) Max Uplift 3=189(LC 12), 2=-367(LC 12), 4=144(LC 12) Max Grav 3=163(LC 17), 2=336(LC 1). 4=138(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone; porch 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) except at=lb) 3=189, 2=367, 4=144. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. �tlllIfill/., �%:�oPa�l,N VF� ♦,. �.` J.�'�GENS � ♦ice. No 68t82. 411 .i�' A, • �: �i .0 nnl. Joaquili Velez PE No,88182 Milk USA; Inc. FL Cert 6634 .6904:Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING- verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with 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 t� 1� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing °` iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 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 LOT 54/1 WATERSTONE 2742539 E7V Jack -Open Truss 14 1 T24045478 Job Reference (optional) �•�" \ Gilr, r, � � ���or, a.4;1U s Apr 2u 2U21 Mirek Industries, Inc. Wed May 19 18:11:26 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-vYrAW W VdtdEl?aPtOZKXymcz7E4XIJK1 V6Jy2CzEsHV 1-4-0 4-3-9 7-0-0 1-4-0 4-3-9 2-8-7 c? m N 3x4 Scale = 1:22.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.34 6-9 >247 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.28 6-9 >302 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.03 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.t TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-134(LC 12), 2=-21O(LC 12), 5=59(LC 12) Max Grav 4=161(LC 17), 2=336(LC 1), 5=121(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/116 WEBS 3-6=-102/293 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (it=lb) 4=134, 2=210. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. %lllllll/��� %0` PQU r No. 68182 ' 'ST• OF l441 Joaquin Velez PE N6.88182 MITek USA, Inc: FL Cert 6634 ,6904Parke East Blvd. Tampa FL 33610 Dafe: May 19,2021 -- A WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6I192020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, andis for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall .building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 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 LOT 54/1 WATERSTONE T24045479 2742539 G01 S Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 1918:11:27 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-NkPZjsWFewMcdk_3xGrmUz974dN51 ipAkm2VaezEsHU -1-4-0 3-9-4 7-0-0 9-10-0 12-8-0 15-10-12 19-80 ' 1-4-0 ' 3-9� ' 3-2-12 2-10-0 2-10-0 3-2-12 3-9-4 4x4 = 3x4 = 4x4 = 17 5 18 19 6 Scale = 1:35.2 3x4 = 3x8 = 5x8 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 REACTIONS. (size) 8=Mechanical, 2=0-8-0 Max Horz 2=166(LC 7) Max Uplift 8=-1097(LC 8), 2=-1194(LC 8) Max Grav 8=1433(LC 1), 2=1504(LC 1) 9-10-0 12-8-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TC 0.61 Vert(LL) 0.23 9-10 >999 240 MT20 244/190 BC 0.85 Vert(CT) -0.24 9-10 >999 180 WB 0.33 Horz(CT) -0.08 8 n/a n/a Matrix -MS Weight: 96 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174, 7-8=-2837/2274 BOT CHORD 2-10=1869/2481, 9-10=-1906/2486, 8-9=-1953/2510 WEBS 3-10=289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=503/863, 7-9=-298/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 8=1097, 2=1194. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 344 lb up at 7-0-0, 112 lb down and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on top chord, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84 lb down and 28 lb up at 10-7-4, and 386 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on Daae 2 %%01117//l., PQU I,N E N No 68182 Nrz oo : ST OF .' 114 . O,ri• k Joaquin .Velez PE N6.68182 Mffek USA; Inc: FL Cart 6634. 6904: Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 LOT 54/1 WATERSTONE T24045479 2742539 G01S Hip Girder 1 1 Job Reference (optional) ""^"" " "•""•'""' a "• ^r, '-I, ..,Y. 0.4JU s Apr Zu zuzi MI I eK Industries, Inc. Wed May 19 18:11:27 2021 Page 2 ID:20VQZHIn97x9G5M9NmJaIQz3Stx-NkPZjsWFewMcdk_3xGrmUz974dN51 ipAkm2VaezEsHU LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 4-6=54, 6-8=-54, 11-14=-20 Concentrated Loads (Ib) Vert: 4=-143(B) 6=-143(B) 9=-386(8) 10=-386(B) 17=112(B) 18=-112(8) 20=-63(B) 21=-63(B) WARNING -Vedfy 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/7P11 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jpb Truss Truss Type Qty Ply LOT 54/1 WATERSTONE T24045480 2742539 G02S Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:28 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-swzxwCXtPEUTFuZFV M?1BhKX1mOmCwKzQo375zEsHT a 1-4-0 ' 6-3-3 2-8-12 11-8-0 12-8-13 6-3-3 4x4 = 4x4 = Scale = 1:35.7 4x6 = 3x4 = 4x4 = 4x4 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.50 BC 0.68 WB 0.15 Matrix -AS DEFL. in Vert(LL) -0.14 Vert(CT) -0.30 Horz(CT) 0.03 (loc) I/defl L/d 8-13 >999 240 8-13 >780 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 89lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. • WEBS 2x4 SP ND.3 REACTIONS. (size) 7=Mechanical, 2=0-8-0 Max Horz 2=207(LC 11) Max Uplift 7=405(LC 12), 2=-529(LC 12) Max Grav 7=725(LC 1), 2=802(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1163/1036, 3-4=-951/909, 4-5=-805/846,5-6=-953/912, 6-7=-116911045 BOT CHORD 2-10=781/1018, 8-10=-468/805, 7-8=-794/1014 WEBS 3-10=377/467, 4-10=-290/357, 5-8=-318/371, 6-8=-389/488 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,`,1�1111,1 `�� U N V F4 4) Provide adequate drainage to prevent water ponding. %'0 PQ 0 �' 5 This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with an other live loads. s P y ' ♦ GENE' V� SF•'.� �i 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. i N o 68182 7) Refer to girder(s) for truss to truss connections. •:: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) ',� *: 7=405, 2=529. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. - 3"% -S F (U Z p R�N ON AIWO Joaquin Velez PE N6.68182 MiTek USA, Inc. FL Cert 6634 6904:Parke,East Blvd. Tampa FL 33610. f7a1e: May 19,2021 A 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 MiTek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to 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 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 Type City Ply LOT 54/1 WATERSTONET24045481 �G13S 2742539 Common 1 1 Job Reference (optional) nuoaers rnrsmource triani cny, t-Lj, viant cry, rL - ddbbf, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:29 2021 Page 1 ID:20V QZHIn97x9G5M9NmJalQz3Stx-K7WJ8YYVAYcKs28R3huEaOETvR3lVdMTB4XcfXzEsHS 5-5-5 9-10-0 14-2-11 19-3-8 1 -8 0 5-5-5 4-4-11 4-4-11 5-0-13 -4- 4x4 = 5x6 4x4 = 5x8 = Scale = 1:35.7 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.59 BC 0.87 WB 0.26 Matrix -AS DEFL. in Vert(LL). -0.15 Vert(CT) -0.32 Horz(CT) 0.03 (loc) I/deft L/d 6-10 >999 240 6-10 >729 180 5 We n/a PLATES GRIP MT20 2441190 Weight: 84lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=-203(LC 10) Max Uplift 1=-41O(LC 12). 5=41O(LC 12) Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1351, 2-3=-927/1006, 3-4=-926/1006, 4-5=1215/1352 BOT CHORD 1-6=-109811094, 5-6=-1033/1065 WEBS 3-6=-552/576, 4-6=404/668, 2-6=-405/667 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 6=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 4-0-D, Exterior(2N) 4-0-0 to 9-10-0, Comer(3R) , ♦ ,V N 9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber •• �� ��� DOL=1.60 plate grip DOL=1.60 ��, ,� (✓ E N 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. s NJ 681'82_o 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 >Ar','• will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. �'0= 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=410, 5=410. 9` %S F 4C/^: j/ 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum 0, i .y.•t� sheetrock be applied directly to the bottom chord. �j��s •; R•• �\,�� Joaquin Velez PE Nd,681,82 MiTek,t1SA, Inc..k 6rt NA 6904Tarke East Blvd. Tampa Fl. 33610 fate: May 19,2021 �— ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19J2020 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, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jgb Truss Truss Type Qty Ply LOT 54/1 WATERSTONE T24045482 2742539 GOSS Common 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:30 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-oJ4hLuY8xrlB UBjedPPT6cnefrOXE3bdQkHABzzEsHR 5-5-5 9-10-0 14-2-11 19-3-8 1 -B 5-5-5 4-4-11 4-4-11 5-0-13 - 4x4 = Scale = 1:35.7 ST1. 8 TP m — Im o 6 e t e 5x6 4x4 = 5x8 = 9-10-0 19-3-8 1 -8 0 9-10-0 9-5-8 -4- Plate Offsets (X,Y)-- [1:0-1-4,Edgel, [5:Edge,0-1-121, [6:0-4-0 0.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.15 6-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.32 6-10 >729 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 84 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Horz 1=203(1_C 10) Max Uplift 1=410(LC 12), 5=-410(LC 12) Max Grav 1=728(LC 1), 5=728(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1216/1351, 2-3=-927/1006, 3-4=926/1006, 4-5=1215/1352 BOT CHORD 1-6=-1098/1094, 5-6=-1033/1065 WEBS 3-6=-552/576, 4-6=404/668, 2-6=-405/667 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-0-0 to 4-0-0, Exteriar(2N) 4-0-0 to 9-10-0, Comer(3R) 9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=410, 5=410. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. N NQ.68,182 :IrZ F 4u ` QNAV- ��/11111111. Joaquin Velez F'E No.68182 MiTek USA;.Inc: FL Qeft 6634 ,6904-Parke East Blvd. Tampa FL 33610 We: May 19,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiiTek® 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 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Intormatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ty Ply LOT 5411 WATERSTONE Q T24045483 2742539 H2 DIAGONAL HIP GIRDER 1 Job Reference (optional) uunuciarnmouesue inarn 4y, rL1, rmrn idly, rL-a000r, a.430 s Apr 202021 MiTek Industries, Inc. Wed May 19 18:11:30 2021 Page ID:hKY1ep9FiDwfFyJCybTuLLyv92?-oJ4hLuY8xrlBUBjedPPT6cnjrrWOE7gdQkHABzzEsHR -1-10-10 2-9-3 1-10-10 2-9-3 Scale = 1:10.1 Plate Offsets (X,Y)-- [2:0-1-12,0-1-0) 0-7-0 2-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-5-11, 4=Mechanical Max Harz 2=122(LC 8) Max Uplift 3=-31(LC 13), 2=456(LC 8), 4=-82(LC 13) Max Grav 3=32(LC 8), 2=279(LC 1), 4=53(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) 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 capable of withstanding 100 lb 3, 4 plate uplift at joint(s) except Qt=lb) 2=456. • • �[j ,jam 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d toe NOS E N S� •._ �j (0.148"x3.25") -nails per guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �� �,� i No 68182 LOAD CASE(S) Standard * ,• *. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=20 :. 'S T' OF Concentrated Loads (lb) Vert: 9=39(B) 10=51(B) . ii, '�• OR, OQ••:��1��`` i�FS.1 • G % �,4, /O N Joaquin Velez PE Nd.66182 MITek USA, Inc: FL Celt 6634 69RNirke East Blvd, Tampa FL 33810 Date: May 19,2021 ® 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 buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 'MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and 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 4 Jgb Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045484 2742539 H5 Diagonal Hip Girder 2 1 Job Reference o floral Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:31 2021 Page 1 ID:20VQZHIn97x9G5M9NmJalQz3Stx-GVe3ZEZm i9t26LIgA6wifpJnXFpWzawmf00jjQzEsHQ 1-10-10 3-9-6 5-3-6 7-%14 1-10-10 3-9-6 1-6-0 1-9-8 Scale = 1:17.4 7-0-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.10 4-7 >846 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.22 4-7 >381 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 25 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=216(LC 8) Max Uplift 3=-145(LC 8), 2=-189(LC 8) Max Grav 3=163(LC 1), 2=379(LC 1), 4=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=145, 2=189. ,��� U N ; PQ 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb dawn and 12 lb up at �� ��% 'S G E N �' SF 1-5-12, 75 lb down and 12 lb up at 1-5-12, and 5 lb down and 85 lb up at 4-3-11, and 5 lb down and 85 lb up at 4-3-11 on top chord �� .'�\.� '•� and 11 Ib up at 1-5-12, 11 lb up at 1-5-12, and 5 lb down at 4-3-11, and 5 Ib down at 4-3-11 on bottom chord. The N O 681;82 design/selection Of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) loads to the face the truss front back * : •: *. section, applied of are noted as (F) or (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo ST OF . 44/ Vert: 1-3=-54, 4-5-20 i00 ��i�FS•• ��P�\G���, • Concentrated Loads (lb) R Vert: 11=10(F=-5, B=-5) Joaquin Velez PE Nd.68182 MiTek USA; Inc:. FL Cert 034 6904:Parke East Blvd. Tampa FL 33610 Date: May 19,2021 A 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 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 ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast 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 LOT 54/1 WATERSTONE T24045485 2742539 H7 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) •- ^�� � • �•����� �_..•y, ter, •y, �� - �����, o.4au s Apr zu zuzl MI I eK Inaustnes, Inc. Wed May 19 18:11:32 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-klCSmaaOTT?vkVtOkpRxB1 syJe4Oiy8vt2m GGszEsHP -1-10-10 5-2-5 6-10-10 9-10-13 1-10-10 5-2-5 1-8-5 3-0-3 Scale = 1:22.0 3x4 = 9-10-13 9-10-13 Plate Offsets (X,Y)-- [2:0-0-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.28 6-9 >424 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.57 6-9 >205 180 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 41lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=159(LC 8), 2=341(LC 8), 6=159(LC 8) Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-703/416 BOT CHORD 2-6=-482/628 WEBS 3-6=-678/521 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3 4) This truss has been designed for a 10.0 psf bottom chord live load n o ncon cu rrent with any other live loads. • 66 N 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 % �. ENS chord and any other members.-V �`••.• �� 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Nip 68182 4=159, 2=341, 6=159. * �• •••-*_ .. 8) Hanger(s) or -other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at = •: 1-5-12, 119 lb down and 61 Ib up at 1-5-12, 127 Ib down and 101 Ib up at 4-3-11, 123 Ib down and 85 Ib up at 4-3-11, and 165 Ib �p �; U. 4 down and 169 lb up at 7-1-10, and 163 lb dawn and 159 lb up at 7-1-10 on top chord, and 7 lb down and 13 lb up at 1-5-12, 55 lb % Z �• S F down and 16 lb up at 1-5-12, 18 lb down and 23 lb up at 4-3-11, 18 lb down at 4-3-11, and 39 lb down and 31 lb up at 7-1-10, and O _ �� • 37 lb down at 7-1-10 on bottom chord. The design/selection device(s) of such connection is the responsibility of others.P.: _ �� �i 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ``S ••� 0 R.. \%% LOAD CASE(S) Standard '��� N A� 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Joaquin Velez PE No.68182 Vert: 1-4=-54, 5-7=-20 MITek USA, Inc. FL bird 8684 Concentrated Loads (lb) 6900arke East Blvd. Tampa FL 33610 Vert: 11=1(F) 12=-80(F=-42, B=37) 13=-7(F) 14=-16(F=-11. B=-5) 15=-62(F=-33, B=-28) Datli. May 19,2021 -- WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 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 iVliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TPil 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 LOT 5411 WATERSTONE T24045486 2742539 H7P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:33 2021 Page 1 ID:20VQZHln97x9G5M9NmJalQz3Stx-Cumq_wbOEm7m LfSD IXyAkEP7h2 WURQm36NgolzEsHO 1-10-10 5-2-5 6-10-10 9-10-13 ' 1-10-10 5-2-5 1-8-5 3-0-3 Scale = 1:22.0 3x4 = 9-10-13 Plate Offsets (X,Y)-- [2:0.0-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DO 1.25 TC 0.73 Vert(LL) 0.44 6-9 >270 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.50 6-9 >234 180 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 6 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 9-7-14 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical Max Horz 2=278(LC 8) Max Uplift 4=141(1C 8), 2=-454(LC 8). 6=335(LC 8) Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-600/486 BOT CHORD 2-6=-579/564 WEBS 3-6=-609/625 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads. N psf 5 ' This truss has been designed for a live load of 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall b 2-0-0 ���P.QU %� C•E'1�► 9 P 9 Y wide will fit between the bottom chord and any other members. ♦ , �� 6) Refer to girder(s) for truss to truss connections. i No 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=141, 2=454, 6=335. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at = P-5-12, 75 lb down and 12 lb up at 1-5-12, 5 lb down and 85 lb up at 4-3-11, 5 lb down and 85 lb up at 4-3-11, and 37 lb down and 159 lb up at 7-1-10, and 37 lb down and 159 lb up at 7-1-10 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, 5 lb down at 'ST. OF .• 4U Z 4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 0 O .�..� 9),In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �i �' O R �:• i� LOAD CASE(S) SS�o N AL �� �, Standard tt` 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 �III I'1 Uniform Loads (plf) Joaquln Velez PE N6.68182 Vert: 1-4=-54, 5-7=20 MIM USA; Inc:.FLBert 6634 Concentrated Loads (lb) .6904:Parke East Blvd. Tampa FL 33610 Vert: 12=75(F=-37, B=-37) 14=10(F=5, B=-5) 15=-57(F=28, B=-28) DMIi: May 19,2021 �— WARNING - Vedfy 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 buss 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 ANSIITP/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 s Truss Type Qty Ply LOT 54/1 WATERSTONE FH7V T24045487 2742539 Diagonal Hip Girder 2 1 Job Reference o tional t . ly, 11). r.d..r i.ny, r� - oaoor, 0.4311 s Hprzu zuZ1 MI I eK Industries, Inc. Wed May 19 18:11:34 2021 Page l ID:20VQZHln97x9G5M9NmJaIQz3Stx-g4KCBFbe?4Fdzpl PsETPHSxKgSpOArDCLMFNKkzEsHN -1-10-10 5.4-1 9-10-13 1-10-10 5-4-1 4-6-11 Scale = 1:22.6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Idc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.12 6-7 >960 180 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight:41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0 Max Horz 2=336(LC 8) Max Uplift 4=-276(LC 8), 5=-142(LC 8). 2=269(LC 8) Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1159/502 BOT CHORD 2-7=-727/1151, 6-7=-739/1156 WEBS 3-7=0/252, 3-6=-1137/722 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 4=276, 5=142, 2=269. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=0(F=27, B=27)-to-4=-134(F=40, B=40), 8=0(F=10, B=10)-to-5=-49(F=-15, B=-15) dutN No 68182 :9'• S O'F :��U: .CpR�O,. N_`. i�'`ss,oNAIMG% /1111.1111 Joaquin Velez PE Nd.66182 MiTek USA; Inc: FL Celt 6634 6904 Parke East Blvd. Tainpa'FL 33610 Date: May 19,2021 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1I 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, note 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 Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36510 r Job Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045488 2742539 K01 HIP GIRDER 1 1 Job Reference (optional) Builders FlfstSoufce (Plant City, FL), Plant City, FL - 33557, t3.43U s Apr zu ZUZI MI I eK mausines, Inc. vvea May l e 1 t1:11:3D ZULI rage i ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-8HuaObcGmONUbzbbPy_epfUaxsHIvOUMa0_xsBzEsHM 5-11-0 7-11-0 9-3-0 1 3-11-0 210 1-4-0 ' LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Special 4x8 = NAILED Scale = 1:19.9 Special 4x4 = 2x4 = 1" 11 0-5-8 2-0-0 5-11-0 , 7-5-8 ,7-11.0, 00-5� 1-6 8 3-11-0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020ITP12014 Left: 2x4 SP No.3 , Right: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 5=0-4-0 Max Horz 2=69(LC 6) Max Uplift 2=51 O(LC 8), 5=51 O(LC 8) Max Grav 2=291(LC 17). 5=291(LC 18) CSI. DEFL. TC 0.29 Vert(LL) BC 0.16 Vert(CT) WB 0.03 Horz(CT) Matrix -MP FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-156/452, 34=126/404, 4-5=-156/450 BOT CHORD 2-8=-325/ 125, 7-8=338/126, 5-7=-330/125 in (loc) I/deft L/d PLATES GRIP 0.02 7-8 >999 240 MT20 244/190 0.02 7-8 >999 180 -0.00 5 n/a n/a Weight: 38 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=510, 5=510. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb up at 2-0-0, and 151 lb up at 5-11-0 on top chord, and 80 lb up at 2-0-0, and 80 lb up at 5-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-14=-20 Continued on Daae 2 No Q0182 OF '����111111111�` Joaqulli Velez PE W.66182 MITek USA, Inc..FL$ert6634, 69d4 Parke East Blvd. TampaFL 33610 Date: May 19,2021 ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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 russ Type Qty Ply LOT54/1 WATERSTONE 2742539 K01 HIP GIRDER 1 T24045488 (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:35 2021 Page 2 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-8HuaObcGm ONUbzbbPy__epfUaxsH IvOUMaO_xsBzEsHM LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=33(B) 4=33(B) 8=43(B) 7=43(B) 20=0(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. ��• Design valid for use only with MiTek®connedors. 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 ANS//TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MO 20601 Tampa, FL 36610 J,9b Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045489 2742539 K02 COMMON SUPPORTED GAB 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:36 2021 Page 1 ID:hKY1ep9FiDwfFyJCybTuLLyv92?-dTRycxduXhVLC6AozfWtMtlhnGc2egYVogkUPdzEsHL -1-4-0 3-11-8 7-11-0 9-3-0 , 1-4-0 3-11-8 3-11-8 1-4-0 4x4 = 2x4 11 Scale = 1:19.6 1192 0-5-8 , 7-11-0 0-5-8 7-5-8 Plate Offsets_(X,Y)-- [2:0-2-0,Edge), [4:0-2-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.01 5 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 4 nla n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. (size) 2=7-0-0, 4=7-0-0, 6=7-0-0 Max Horz 2=-109(LC 10) Max Uplift 2=-255(LC 12), 4=-255(LC 12), 6=47(LC 12) Max Grav 2=229(LC 1), 4=232(LC 18), 6=271(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS3-6=-203/349 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 3-11-8, Corner(3R) 3-11-8 to 7-11-0, Exterior(2N) 7-11-0 to 9-3-0 zone; cantilever left and right exposed; porch 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 %J1 f 11111il. 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 F� to the use of this truss component. ,��� ,0 .•� G E N S=• ��� 5) Gable studs spaced at 2-0-0 cc. .' V - Its, 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. • N o •. 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 .68182 will fit between the bottom chord and any other members. * ,• #- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except 0=11b) 2' 255, 4=255. :' ; `• :9• 'S #00F '�►" •<v :O•• F ,0R.� � % 0 N'A1 Joaquin Velez PIENo.68182 M[iek USA, Inc: FL Uri 6634 .6904:Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 iiAi YT ek• 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 Oty, Ply=LOT1411ERSTONET24045490 2742539 L01HIP GIRDER 1 (optional) - ��� o •r, �1, _ tr, - 00—, tf.4Ju s Apr zu zuzl MI I eK Industries, Inc. Wed May 19 18:1.1:37 2021 Page 1 ID:oHYiRCdpclquXgUg6?iPJRzdjtT-5f7LpHeXI?dBgGlXN16u4ZoFfmcNDselKT1x3zEsHK -14 5-1-3 0-0-0 13-0-0 0-6 _0-0-0 21-4-0 -1-3 0 1-5 -3-0-0 4-11-104-0 0 0 1-4-0 46 = Scale = 1:36.9 3x4 = 4x6 = 3x8 = sx4 — 3xB = 3x6 = 3x6 = 13-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.39 10-12 >615 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.31 10-12 >771 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.11 8 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight: 98 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-0-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0 Max Horz 2=172(LC 7) Max Uplift 2 1814(LC 8). 8=-1814(LC 8) Max Grav 2=1516(LC 1), 8=1516(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2818/3273, 3-4=-2667/3223, 4-5=-2390/2940, 5-6=-2390/2940, 6-7=-2667/3223, 7-8=-2818/3273 BOT CHORD 2-12=2772/2472, 10-12=-2815/2520, 8-10=-2772/2472 WEBS 4-12=1119/933, 5-12=-249/277, 5-10=-249/277, 6-10=-11201934, 3-12=-259/316, 7-10=260/316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1814, 8=1814. 8) Hanger(s)or other connection devices shall be provided sufficient to support concentrated load(s) s 3 () p pp ad() 17 lb down and 384 lb up at 7-0-0. 154 lb down and 205 lb up at 9-0-12, and 154 lb down and 205 lb up at 10-11-4, and 173 lb down and 384 lb up at 13-0-0 on top chord, and 403 lb down and 424 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4, and 403 lb down and 424 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20 Continued on Daae 2 .OPoIIIIII.IU� ,aLvIN V 4F elf, EN No 681 t32 ;, =p ; (r 13 S OF 4U • .41 (11.1.1 Joaquin Velez PE N6.68182 Mriek USA; Inc: FL Cert 66A .6904:Parke EastBlvd. Tampa FL 33610 Date: Mav 192n?1 ® 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 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 andfor chord members only. Additional temporary and permanent bracing Is MiTek always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/1 qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jpb Truss Truss Type Qty Ply LOT 54/1 WATERSTONE T24045490 2742539 L01 HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:37 2021 Page 2 ID: oHYiRCdpcl quXgUg6?iPJRzdjtT-5f?LpHeXI?dBgGl_XN 16u4ZoFfmcNDse1 KT1 x3zEsHK LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-126(F) 6=-126(F) 12=-403(F) 10=-403(F) 19=93(F) 20=-93(F) 21=82(1`) 22=82(1`) ® WARNING -Vedfy 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 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 chard members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab s Truss Type Qty Ply LOT 5411 WATERSTONE TL02S T24045491 2742539 Hip 1 1 Job Reference (optional) Builders FIrstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:38 2021 Page 1 ID: oHYiRCdpcl quXgUg6?iPJRzdjtT-ZsZj 1 df92J12SQKA54YLR16xQ3Bg6e8oG_DbTWzEsHJ 1 4 0 6 3F 9-0-0 11-0 0 13 8-10 20-0-0 21-4-0 1-4-0 6-3-0 2-8-10 2-0-0 2-8-10 6-3-6 5x6 5x6 3x8 = 6x8 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 7=0-4-0 Max Horz 2=213(LC 11) Max Uplift 2=-960(LC 12). 7=-960(LC 12) Max Grav 2=812(LC 1), 7=812(LC 1) Scale = 1:36.9 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.92 Vert(LL) • 0.61 9-16 >394 240 MT20 244/190 BC 0.59 Vert(CT) 0.53 9-16 >452 180 WB 0.48 Horz(CT) -0.04 7 n/a n/a Matrix -AS Weight: 92 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1183/2881, 3-4=-982/2713, 4-5=823/2413, 5-6=971/2677, 6-7=1181/2869 BOT CHORD 2-10=2421/1022, 9-10=-1990/823, 7-9=2432/1021 WEBS 3-10=323/672, 4-10=-1164/339, 5-9=-1186/340, 6-9=329/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 21-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011=lb) 2=960, 7=960. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I$. J\11,11111/,�� � PQU I N No 6.81'82 ST OF WZ e. %% LIUI 4oaquln Velez PE Nd.68182 MiTek USA; Inc:.FL Cert 6634 .6904 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 WARNING -Vedfy 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 MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and 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 .Lab Truss Truss Type Qty Ply LOT 5411 WATERSTONE T24045492 2742539 Vol Valley 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:39 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-1275Ezfnpctv3avMeo3a_VeEmTfRrCOxVey8OyzEsH l -1-0-0 3-10-0 7-4-0 1-0-0 3-10-0 3-6-0 4x4 = 8 7 6 3x6 II 2x4 11 3x6 11 7-4-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL 7.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2020/TP12014 Matrix-R DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.00 5 n/r 120 MT20 2441190 Vert(CT) -0.01 5 n/r 120 Horz(CT) 0.00 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 8=7-4-0, 6=7-4-0, 7=7-4-0 Max Horz 8=-101(LC 10) Max Uplift 8=236(LC 12), 6=-273(LC 12), 7=8(LC 12) Max Grav 8=209(LC 21), 6=222(LC 1), 7=233(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-228/681, 2-3=120/327, 3-4=-127/345, 4-6=-244/750 Scale = 1:20.8 Weight: 34 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 3-10-0, Corner(3R) 3-10-0 to 7-10-0, Extedor(2N) 7-10-0 to 8-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=236, 6=273. QU IN �VF�ie No ,68182 ST OF J �� Off. �ci: slo Joaquin,Velez PE No.68182 MTrek USA', Inc; FL Cert 6634 ,6904•1parke. East,Blvd. Tampa FL 33610 Date: May 19,2021 ®WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ��� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT 54/1 WATERSTONE T24045493 2742539 V02 Valley 1 1 Job Reference (optional) Duuucis rnswuurce (riani Cuy, FL), Pianl cny, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:40 2021 Page 1 ID:20VQZH In97x9G5M9NmJalQz3Stx-VEhTSJgPaw?mhkUZCVap Wj BLit_Ead65jHihYOzEsH H 4-4-8 B-9-0 4-4.8 4-4-8 Scale: 3/4"=1' 4x4 = v a 0 2x4 i 2X4 11 2x4 J 0-0-8 8-8-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 28lb 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. OTHERS 2x4 SP No.3 REACTIONS. (size) 1=8-8-0, 3=8-8-0, 4=8-8-0 Max Horz 1=-77(LC 10) Max Uplift 1=-105(LC 12). 3=-105(LC 12), 4=103(LC 12) Max Grav 1=139(LC 1), 3=145(LC 18), 4=275(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-184/442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 1=105, 3=105, 4=103. it's 111811i# �`• PQv I N �F< •,. i y No 681.82 'S T . Of SS'ON A 0`�, . 1.1111, Joaquln Velez PE No.68182 Welk I)Sklnc: FL Eft 6634 6964 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE.• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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, enaction and bracing of trusses and truss systems, see ANSIOTP/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 Jpb Truss Truss Type Qty Ply LOT 54/1 WATERSTONE T24045494 2742539 VO4 GABLE 2 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2x4 LOADING (psf) SPACING- 2-D-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 7.0 Lumber DOL 1.25 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- TOP'CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=2-3-15, 3=2-3-15 Max Horz 1=49(LC 12) Max Uplift I=20(LC 12), 3=-45(LC 12) Max Grav 1=58(LC 17), 3=64(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed May 19 18:11:40 2021 Page 1 ID:hKY1 ep9FiDwfFyJCybTuLLyv92?-VEhTSJgPaw?mhkUZCVapWjjBT3tO2af95jHihYOzEsHH 2-3-15 2-3-15 Scale = 1:8.6 2x4 II DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 file n/a Weight: 7 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1 G-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. PQU � N No 681:82 =t7.: i OF : / 00 111.1,1 Joaquin Velez PE No.68182 MiTek USA,16c: FL Cert 6634 6904 Parke East Blvd. Tampa FL 3M10 Date: May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use any with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply LOT5411 WATERSTONE 2742539 V05 GABLE 2 1 T24045495 Job Reference (optional) 4-3-15 2x4 i d.4:iU s Apr 2U 2021 MiTek Industries, Inc. Wed May 19 18:11:41 2021 Page 1 ID:hKYlep9FiDwfFyJCybTuLLyv927-zQFrffhlLE7dJu3lmC523wkYIHKLJ6PEyxRF4rzEsHG ` 2x4 II 2 Scale = 1:13.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 15lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-3-15, 3=4-3-15 Max Horz 1=111(LC 12) Max Uplift 1=-46(LC 12). 3=-102(LC 12) Max Grav 1=134(LC 17), 3=147(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-148/291 Structural wood sheathing directly applied or 4-3-15 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except O=lb) 3=102. ,,,,��II11111/��4' u l l., No 68182 b 1•� ST . OF 0. .,��rs;'N A'%`�. Joaquin.Melez PE No,68182 Mirek USA, Inc: FL 6tt 6634 Md4 Parke East Blvd. Tampa FL 33610 Date: May 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/1912020 BEFORE USE. -- Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14-1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'1/1fi , - -I- 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 1��no (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 BOTTOM CHORDS 8 7 E7 6 . 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTok" MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 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 puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.