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BPP-19-1009Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 98 NE 103RD ST, Miami Shores, FL 33138 Contacts Permit NO.: BPP-05-19-1009 rp)Permit G Type: Pools/1Nhirlpools/Hot Tubs JJ( JJJ( JI Work Classification: New Permit Status: Approved Issue Date: 05/16/2019 F Expiration: 11/12/2019 Parcel Number 1132060131570 Gonzalo Rey Owner ESSIG POOLS INC Contractor 98 NE 103 ST DANIEL ESSIG 10111 Business DR, MIRAMAR, FL 33025 Business: 3059490000 Inspection Description: NEW SWMMING POOL AND DECK Valuation: $ 43,500.00 Inspection Requests: 4949 Total Sq Feet: 712.00 Fees Amount Application Fee - Other $200.00 CCF $26.40 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $19.58 DCA Fee $13.05 Education Surcharge $8.80 Permit Fee $1,105.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $32.63 Total: $1,544.46 Payments Date Paid Amt Paid Total Fees $1,544.46 Check # 3024 05/16/2019 $1,344.46 Check # 3014 05/07/2019 $200.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFI VIT: I certify t at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating consVuAutign and zohing�Futhermore, I authorizg the above named contractor to do the work stated. -') 1) Authorized May 16, 2019 / Applicant / Contractor / Agent Date Page 2 of 2 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305)11762-4949 RECE;I/F MAY 0 7 2019 0-4 FCC 01-�- BUILDING Master Permit No. UP—CLS ` 09 PERMIT APPLICATION Sub Permit No. BUILDING' ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑IISFIOP CONTRACTOR � DRAWINGS JOB ADDRESS: Folio/Parcel#:L Occupancy Type: OWNER: Name (Fee S Address: City: Tenant/Lessee Name: Email: re f U Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: 12T. CONTRACTOR: Company Name: ESSIG POOLS, INC A,,aro«. 10111 BUSINESS DR nett: ne#: 305-949-0000 City: MIRAMAR State: FL Zip: 33025 Qualifier Name: DANIEL ESSIG Phone#: State Certification or Registration #: CPC052505 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: -7) Z S Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace Replace Demolition Description of Work: Specify color of color thru tile: Submittal Fee.$ Permit Fee $ � j 1 0 S • CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ — (Rev1sed02/24/2014) CO/CC $ Notary $ Double Fee $ Bond $—1 • QZ� TOTAL FEE NOW DUE $ , 3 I. q-G Bonding Company's Name (if applicable) Bonding Compa ny's, Address City State Zip Mortgage Lender's. Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this; jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN -ATTORNEY BEFORE RECORDING YOUR NOTICE .OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance, of a building permit with an estimated value exceeding $2500, the applicant must Promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRA Tlyq for�goinngInstrument was acknowledged befgrye this TFj o Ing instru�mgn/t�was acknowledged befor�//tee, this g (�,,,� d^ u CAA2B ` by l day of 1 I'll 1 20 { b (0U DANIEL ESSIG y who is personally k o n o who is personally known to me or who has produced me or who has produced PERSONALLY KNOWN as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PU Sign:_ Print: Seal: * * * * * *** * q& * * ;ii APPROVED BY (Revised02/24/2014) KAREN RODRIGUEZ lJ Notary Public • State of Florida Commission : GG 304504 My Comm. Expires Feb 21, 2023 A Sign:_ Print: Seal: Plans Examiner Structural Review KAREN RODRIGUEZ" Notary Public State of Florida ;yo Commission = GG 304504 My Comm. Expires Feb 21, 2023 ...Bonded through National Notary Assn, g Zoning Clerk � ;'* OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: Property Address: Owner Mailing Address 11-3206-013-1570 98 NE 103 ST Miami Shores, FL 33138-2327 GONZALO O REY 98 NE 103 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 5/4/0 2 Floors Living Units 1 4,224 Sq.Ft 2,587 Sq.Ft Actual Area Living Area Adjusted Area 3,245 Sq.Ft Lot Size 11,910.2 Sq.Ft Multiple (See Building Info.) Year Built Assessment Information Year Land Value 2018 2017 2016 $297,326 $297,326 $297,326 Building Value $181,071 $181,071 $2,193 $181,071 $2,203 XF Value $2,184 Market Value $480,581 $480,590 $480,600 Assessed Value 1 $480,581 $480,590 $480,600 Benefits Information Benefit Type 2018 2017 2016 Homestead Exemption Exemption $25,000 $25,000 $25,000 $25,000 $25,000 $25,000 Second Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 1 & 2 BLK 12 'SIZE IRREGULAR 20851-4556 11 2002 4 23433-2992 05 2005 1 Generated On : 3/28/2019 Taxable Value Information 2018 20172016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $430,581 $430,590 $430,600 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $455,581 $455,590 $455,600 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $430,581 $430,590 $430,600 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $430,581 $430,590 $430,600 Sales Information Previous Price Sale OR Book- Page Qualification Description 08/17/2015 $515,000 29745- 3860 Qual by exam of deed 12/09/2013 $425,000 28947 2190 Qual by exam of deed Other disqualified 09/26/2008 $235,000 26686- 2371 09/20/2006 $100 24977- 2853 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, L , does hereby attest that (Property owner) The attached survey, performed by C5, r L, 5• �,� rro, (Name of surveyor's company) For address; I � N' (03 5 - , i Performed on (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affiant say eth naught. Property Owner Signature .01ZGEI. Property Owner Prf t'Name SWORN TO AND SUBSCRIBED before me this -74 day of ftllr� Affiant is personally known to me, ✓ produced as identification. otary Revised on 5/22/20091 Revised on 6/12/09 SWIMMING POOL OWNER'S CERTIFICATION Date: Re: Property Address: 1 `6 �J<' 1 0 3 To whom it may concern, I certify that I am the legal owner of the above referenced property. In accordance with Section 33-12(e) and (f), Code of Miami -Dade County, Florida, I. hereby certify that I understand and agree that the swimming pool to be constructed at the above address will not be used or filled with water until a separate permit has been pulled for, and a final inspection obtained, for the installation of an approved safety barrier. The barrier shall include a spring -lock self -closing gate equipped with a safe lock. The gate shall remain in a closed and locked position when the pool is not in use. I .further understand that this certification does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection of the pool, and prior to use of the pool. I have read and understand the safety barrier requirement Sincerely, Property Owner Signature Property Owner (print n ne): G o,..2uko At, NOTE: IF, AT THE TIME OF FINAL INSPECTION OF THE POOL, THE REQUIRED SAFETY BARRIER HAS NOT BEEN INSTALLED AND INSPECTED, THE PROPERTY OWNER WILL BE CITED WITH A VIOLATION. , Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795�2204 Fax: (305) 75&8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned (00el'k to K("l is/are the fee simple owner(s) of the following described properly situated and being in Miami Shores Village, Florida: Address: C1 -zi N '(� I b 3 Whereas, the undersigned owner(s) desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. it. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the poollis located. III. That if any of our adjoining neighbors remove any portion of lheIV fence or wall, or if our/my property shall fail to meet code requirements for pool barriers, we, as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That, I/we, as owner(s) hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property, I agree to maintain & or replace said enclosure in the event that is damaged or removed by any case. NOW, THEREOF, for good and valuable consideration, the undersigned do.(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall'be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. OWNER SIGN & PRINT OWNER'SING & PRINT I Hereby Certify that on this day personally appeared before mXoN'V O I b VCM and has produced ID # as identification and he/she acknowledge that he/she executed the faegoing, freely and voluntarily, for purposes there in expressed. i" SWORN TO AND SUBSCRIBED before me on this day of �'`r� 20-;; M�GHAF(2. M''•,• NOTARY PUBLIC SPX OF 512p0 m (Revised 05/2209 . v� ; t;G �aN : N • � •. MY CO p\RES ' � v .• EX 2� • p . � OF .• Licensor;& State: CPCO Dade:20351 Broward: V uaP z s zoos '—Ae—V_/ V 1800 NE 151st Street I North Miami, FI. 33162 0 Qq0 North Dade (305) 949-0000 1 South Dade (305) 253-4673 1 Broward (954) 438-6251 1 Fax (305) 949-9171 �� www.EssigPools.com I Email: Sales@EssigPools.com 14ANwYknd _ _.. _. +eda.newr ® UNff MqUA QAWatedi THIS IS YOUR SWIMMING POOL CONSTRUCTION CONTRACT. ESSIG POOLS, INC (ESSIG POOLS) agrees to construct for and sell to Gonzalo Rey Whose residence is 98 NE 103 St City Miami Shores Mr. Cell (305) 494-0922 Mrs. Cell E-mail Address 6oh � (kL-'D c—y -7 State FL Other Date 3/25/2019 zip 33138 The swimming pool and related equipment described below (herein collectively called the "work") to be installed at 98NE103St Lot No 1 & 2 Block 12 City Miami Shores Subdivision Sect 1 ("Buyer"). County Miami -Dade State FL zip Plat Book 10 Page 70 ("Property"). The buyer hereby acknowledges that he/she is the owner or legal representative of the property. Pool Size 12 feet x 28 Water Surface area 278 PLANS AND SPECIFICATIONS feet Depth 3 feetto 5 feet sq. ft. Style custom Perimeter 80.00 linearfeet ESSIG POOLS GENERAL CONSTRUCTION SPECIFICATIONS 1. Essig Pools to supply pool layout plans and structural engineering plans for pool ------------------------- Included 2. Essig to obtain the swimming pool construction permits for Buyer, which includes permit costs up to $1,000 or $ . Any a mount above this allowance will be billed to the Buyer at actual permit cost. Any Bonds required by the City will be billed to the Buyer, Buyer can apply for the Bond refund, from the City, afterthe work is complete. 3. Essig pools to lay out pool for approval by Buyer --------------------------------------------------Included 4. Access wall orfence to be removed by Essig Pools Buyer 7' Small Machine Note: Access wall or fenceto be replaced by Buyer. S. Essig Pools to excavate pool and remove excess soil on day of excavation only ---------------- ----------Included 6. Trees in access and pool site areas to be cut down so that the stump will be 4 feet in height or less_----_---- By Others 7. Essig Pools to uproot stumps and shrubs in access and pool sites areas. Buyerto transplant Yes ❑ No 8. Essig pools to remove from pool site on day of excavation only: Stumps Yes ❑ No ■ Cut trunks & limbs Yes ❑ No ❑■ Concrete Yes ■ No ❑ Uprooted shrubs Yes ❑ No 9 Asphalt Yes ❑ No ■ Otherdebris Yes ❑ No 9. Sanitation and water supply systems, and utilities (overhead and underground to be rerouted where required By Others 10. Essig Pools to use engineered steel reinforcing per code throughout the pool structure _ _ _ Included 11. Essig Pools to construct steel reinforced concrete structure to meet applicable code requirements unless Included otherwisenoted-------------------------------------------------------------- ------------ Additions: 6 Walls & Floor (ene to confirm floor thickness), Steel 9 o c , Shotcrete 12. Essig Pools to install one set of deluxe shallow end steps, custom -formed to include 13.5 linearfeet, _ __.Included 13. Essig Pools to install coping___________________ _______________Yes■ No❑ Size 8x16 Type Artistic Oversized Color tbs 14. Essig Poolsto installa cantilevered overpour---------------------- Yes ❑ No I] ----------------------- 15. Essig Pools to install 6" band of water -line tile. Style STANDARD SELECTIONS Included Additions: TRIM TILE ON STEPS AND BENCHES 16. Essig Pools to finish the pool interior using: Marcite Included ----------------------------- Exposed aggregate Durazzo -5Yr Essiit Labor Warranty pi Polished aggregate Contract, 10 yr Manuf Warranty OtherMaterial Only Buyer's name: Gonzalo Rey Buyer's Initials: L.V Rev.6/9/2017 Page 1 of 7 ESSIG POOLS HYDRAULIC AND FILTERING SPECIFICATIONS 17. Deluxe skimmer including self-adjusting weirand large basket: Type TURBO WITH JET RETURN Quantity 1 Yes 0 No ❑ 18. Dual main drainscomplying withthe Virginia Graeme Baker Safety Act 2008 Yes® No El ------------------ 19. Waterfall: Type 2 - Illuminated bubblers on ledge with automation Size 20. Pool equipment to be installed within 35 on Rack feet ofthe POOL ------------------------------ Included 21. Concrete or pre -fabricated pads forequipment Included 22. 20' of flexible backwash hose Included Additions: 23. Deluxe filter -------------------------------------------------------------------------------- Included Manufacturer PENTAIR Size 100 Model Type CARTRIDGE 24. Pump with motor, hairand lint strainer_________________________________________________________ Included Manufacturer PENTAIR Size 1HP Model Whisperflow Type 2 speed 25. Adjustable eyeball inlets. Quantity 3 wall, 2 floor, 6 total -------------------- Included 26. Essig Pools'exclusiveenergyefficientsolarrecirculatingsystern--------------------------------------.Included DECK AND DECK EQUIPMENT 27. Decking installed within pool site per specifications below: New deck: Type Artistic Pavers on rock base Sq. ft. 376 Color Yes 51 No ❑ Existing deck topping: Type build 15' steps Sq. ft. Color Yes ® No O 28. Sub -surface drainage: Type Feet Yes ❑ No ■ 29. Swimout: Dimensions Yes ❑ No ■ 30. Hand Rail: Type Model Yes ❑ No ■ 31. Ladder: Model Yes ❑ No ■ AUTOMATIC POOL EQUIPMENT 32. Approved Pool Heater Yes ❑ No Type Select Type B.T.U. None Manufacturer Select Manufacturer Propane Gas ___________________ Yes ❑ No ❑ Model Select model NaturaIGas -------------------- Yes ❑ No ❑ 33. Gassupply lineto heaterand requires drawings, permitsand inspections_______ -------------- ________--By Others 34. Prepare for future Automatic Cleaner Yes ® No El 35. 35. Automatic Pool Cleaner: Type Yes ❑ No 36. Automatic Chlorinator: Model SALT CHLORINE GENERATOR Yes 9 No O 37. Electrical Hook Up (Including up to 50' feet of rigid of conduitZ------------- Yes BE No ❑ 38. Electrical panel changes, additional conduit footage, reroutes, new fence orscreen bonging, or By Others extra receptacles by Local Code 39. Light: Yes III No ❑ Type Intellibrite 5G Manufacturer Pentair Numberof lights 1 40. Waterproof time clock for filter: Model 2 SPEED SYSTEM Yes ■ No ❑ 41. Specialized Systems Controls: Yes ® No O Type Smart" app Manufacturer JANDY Model P-4 Automation THERAPY SPA 42. Spa constructed of -0- Size Water surface area Sq. Ft. Perimeter Depth 43. Spa to be elevated with a tiled dam wall between the pool and spa. The spillway will be constructed of to allow for a cascading effect Yes ❑ No ■ 44. Pedestal spa_____________________________ ---------------------------------------- Yes El No W 45. 360 Degree Wet Edge Spa elevated feet above pool water Yes ❑ No N ------------------ 46. Essig Pools to install coping: Type Size Color Yes ❑ No 51 47. Essig Pools to install a cantilevered overpour---------------------- --------------------- Yes ❑ No ■ 48. Essig Pools to install a 6" band of water -line tile: Style Yes ■ No ❑ 49. Plexi-glass spillway optional: Dimensions Yes ❑ No 50. Dual main drains complying withthe Virginia BakerSafetyAct 2008 ------------------------- Yes El No N 51. Filtering jet (s): Number of jets Yes ❑ No 9E 52. Therapy jet design: Number of jets Type - Yes O No 53. Venturi air controls Included Buyers name: Gonzalo Rey Buyer's Initlals:_f� 2 Rev.6/9/2017 Page 2 of 7 THERAPY SPA (Continued) 54. Jet pump ------------------ ---------------------- Yes ❑ No ■ ------------------------------- Manufacturer Type Size 55. Heater------------------------------------------------------------------------- Yes ❑ No ■ Manufacturer. None Type Select Type Size Select model 56. Spa light -----_-___---------. Yes ❑ No ■ ----------------------------------------------------- Manufacturer Type Size 57. Spa side controls: Type Manufacturer Yes ❑ No ■ FOTHERFEATURES 58. Deluxe cleaning tools: wall brush, hand leaf skimmer, thermometer, pole and test kit ---------------------Included 59. High speed vacuum with 30 foot hose ------------ Included 60. Initial startup service and instructions ------------------------------------------------------------ Included 61. State, county and city sales taxes--------------------------------------------------------------- Included 62. Guarantees and Warranties (see section in these included in Contract)Included 63. Miscellaneous: 1. Access thru alley, 7' Opening Needed 2. Pool equip on rack. Placement to minimize need to remove existing concrete 3. Umbrella sleeve in oversized entry ledge 4. Septic drawing and inspection required for permit (owner responsibility) S. Post pool installation survey required by City (owner responsibility) PAYMENT TERMS Buyer hereby agrees to purchase the work for cash price, payable as listed below: TOTAL PRICE $ 47,500.00 10% Deposit $ 4,750.00 30% at Excavation $14,250.00 Note: It is the homeowner's responsibility to install an approved 25% at Shotcrete $11,875.00 fence or screen enclosures and any required safety barriers in 25% at Deck $11,875.00 compliance with the Florida Building Code Pool Barriers prior to 10% at Start of Surfacing $ 4,750.00 the pool being surfaced. Buyer acknowledges that he/she has read and received a complete legible copy of this contract (seven pages) including terms and conditions contain therein. BUYER'S SIGNATURE Gonzalo Rey PRINT NAME AND TITLE PRINT NAME AND TITLE �MAh'o PRINT NAME 3/25/2019 DATE DATE 3/25/2019 DATE Notice of Cancellation Either Buyer or Essig Pools may cancel this transaction without penalty or obligation within three (3) business days from the above date. To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other written notice no later than midnight of the third day after the above signed date. I hereby cancel this transaction. BUYER'S SIGNATURE PRINT NAME AND TITLE DATE Buyer's name: Gonzalo Rey Buyer's Initials: Rev.6/9/2017 Page 3 of 7 JOHN IBARRA $ ASSOCIATES, INC. MAP OFBOUNDARY SURVEY hst _ NE1"hSt Dr. Professional Land Surveyors & Mappers 98 NE 103rd STREET, MIAMI sryoREs, FLORIDA 33138 BC W W W.I BARRALAN DS U RVEYORS.COM 777 N.W. 72nd AVENUE 4040 DEL PRADO BLVD. S SUITE 3025 SUITE 823 GRAPHIC SCALE MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 PH: (305) 202-04M PH: (239) 540-2660 -20 0 10 20 FAX: (305) 262-0401 FAX: (239) 540-26" r ABBREVUITIOMANDMEANINGS - - - - - -- - �- 03rd St -+ AFC-ARCaonlwaLMD MIAMI SHORES SEC 5 PB 10-PG.47 98 Northeasr103rd Street AM:�„I� LIMIT OF PLAT (INFEEn I AO "NANUMSPIM ao (N..A.P.) ? !INCH=20FEET - D.G•d00000RQ. _ L� _ _�1- _ _� �' _ _.+.\O_ - --- - CQ_ 4�1 _ _ __ _ iA��N -\O D.CJL. lIrOWAlD 001111TYI�IW - - �J D°,M-D 75' TOTAL RIGHT-OF-WAY W.V. WV Ethiopia �: w.v. �a Eritrean C_raIAllU STORM BPi+il Miami Shores - NE 10Zt{d St _ ; y�INE 103rd STREET b M.H. b Ow to V © to �. �_�. U T: � R=25.00 i LOCATION SKETCH O+a-CHOIDDTAMNG. f r- ±44' ASPHALT cn � L=39.12' I � SCUE ■IILT.S. CLP =O 1UWPCMV i PVMT. O.Mt. f/NKIFANITDIAICI rA70.dr'J. C.P. �. e1 0 oLR otiti T=24. STORM LEGAL NOTES T0ACC0MPAOY8!*jW OFSURVEY: • • , 0 • • Ca.. 00"CIM �a 9' \ ' \ ' C H =35.25 • 'ROM MAY at eASIDAN1s RECORD® IN me FMW 000W NOr C.U.F..CCNCIDt y?OIE ... ... MOH. 9URVB �T4►Y�J"B • C.W.. ODNfRII!TNA[ :v=89°39`20" • • . TIIt PURraSe a TtN9 SURVEr IS FOR Use IIY 0l�s TIME INSIIRANOe �Nr iNANLTNfs , DL-DIGV111GC lNo,K . • �:OR MAN�DIA=eN5DarrD CONC.. 8.35'PwY CONC. \ry AND51DUIDNIOTBEUNDMRC0WMCT"fV ••••• • CCGIM RETURN RETURN \O' B.C. • INAMDTATIONS OF THE AWMALT Or TIME WILL HAVE TO BE MAM TO 0CTM+ C • • - DTDi. , MCORDED INS1T A4X5. F ANY. AH'ef,IING TITPRO 1Y. • • • • . • m-enaw wx F.I.R. 1/2 + • • o QEB F.N.D.- .. I • • •. . TTR9 9URveY 19 9L16JLDTro DmIC1TION9, dlrtAraKs.wTR�cT!oNe. ReapTv�IOTe oR • �TrANaOIaaLIro. 50.000 \o` ©1N.M.. 0 5' 5WK. 105.4 ' ,° NO CAP o\ p, eA9eMM Or Rocow. • • • • DIOL-Or70raLA:Nr. \ \ ' ®LP: NO ID. `?� _ 30.00'.� o• 1 'DesamnoNs rRovMar a�Drt cS oarANr. F.M.- rR mTxANr. r.L,L: raw TWIN FIFF F.I.P. I/2'- 8 .. \ 5'� I W • C01/IDARY SURVEY MEANS A DRNMNG NI[Y OiA OrTtS 9UR�N{4I,D • FIR. raw NNTII NOD. NW CORNER ,� 9. O� •J E T rMMM11M IN TM RM. CDun aE MAwN, A4rowW ScxY� Ib ScaL; THE wAus OR F.ND.- FOUND NAR r4 DM A"�'• OF LOT-3 � �P 0? A�� \ • 1� TER jJ , e�� AS �� AM RK M �M , Fla: FISC MNAITONL INSUP M Fr MU. NO C Q• I)1 ��•, �j I OCT• ANUFNxts REGUATIONS:==. -lan A1d WA1. Be ... •. • • IFLN: � \\. �a � G,, C.B. I Ulu l ,�®2019 RL_SPOrtlIDIE TOR SUOMTfING • U: FOUNDi NANADN CONTrDL VAILL 0. 15' CL + Dp CONC. �a r o MANS *M wm TFes INN rq . �r�oowi TOR NmawtAT!o►r ro m ; • . • • N DRIVEWAY I SWK. 0.20 • UrAE95 01reRw15e NOfeD, TINS roa Fug NOT ATTeMPTB) ro IOCIATE IDOfI1gANg01t N.t C... INGtPC AID tLR1� DU' �Olf. • • IC*e LF. - I MFOU d AN•amlw LD3JdK C • reN¢ OMFFIEG9HIr NOT DEEWINCD. I000* 'IiL IDACIinDON LT1YATroN. T� INCR $ ,Y: POINDAT101�9. M. �E,ANN!�R �. ,y - F.N.DMUMS.. 1 . THIS MAN or 911RV[f. Fug DEBT rICRAR® TOR THE DOCUI9NE use OF 7HE LNRiILg DOTANM ?. .. In NO ID. 30.ar NAM= HEFEON. TM CERTIPICATE . . - C-.�J .- _ r . DM NOT WW TO ANY UNNAMeD I'MY. I1ew:C.R�-'� w M cOU m wzame 2.50' CBW - Y2.. AurtreN+FLT! alD,onD MON.. ATDTAAIm Uw_ PLANTER It �*C^' = U.P. FLOOD ZONE INFORMATION: M-VANMOU!_ - HEM#ROODAMMINYEDE'MNATM7MI I�YOEJdEO®lAID IODE�FIWT®!t ML-NIOOTAPAMIINT IG ✓ anmmAE` x NAr.. NorApQOr. 2.50' CBW - NGVD-IMTIOIIILm0[D 0C VODV]K DAW. �. -- AW LOOD82VAT"k NA DL N. - NODAL (r� _ - PANIC' Y.' 1ADDfQ N11 A,Tio : WAL ° _ C.O. GA CBW \1 I \ I f'� aLD� OA-OVOREAO u - - - �IANTER+ \off , 0.45' CL \O. `o ,!' L TTHESUFacc�rwaAe1, V 000AWLENA SMIAL FLOWHAZ4F AFFA o.n.L-OrmrADunlrrure D- } aF'on�'wC01mD°°°'L -, t' r 19.I6' Q= <'�• - SURVEYOW S NOTES. PVW.-PAVORNT. POOL rJ� I r , 33.45' / / / 3 Mmam W ram. '� I D.� !�'' F. m 9FpN?I. BGVtlNGS AID R6'LRRID TO AN A98UA® MCRIpAN. eTf 54D MT M THE o6CRIPTION Or r - mormy uw_ ti in DC 9 1 R ■ uq, RIC =FOET •. Ir NOT. W NG5 ARE THEN wMw To COUNY T0045MIF MAF5. F.r.G-KWOFcO• FOU DOUINE I(, O� \� N ' W2. RIE CLOSURE IN TIT DCUNDARY 5LV&Y IS AaM 1.7500 rr. r.C.-rcwora w_ LOT - 3 N \ '� I } \`' O �: 3.CIXTI IGATEOfAURICIMTIONIHr7a%. FT.-FOINTO►TANOCr. FM: POINT OF ODWAMO W. I 4. ALL EEVATKM 5F10NM ARE RERRRED TO NATIONAL GEODEM VERTICAL DATUM Or 1929 MIAMI-DADS FM FXZ- POWor � BLOCK - 12 T 1 LOT - 2 t"� i COUNTY WNCM MARK 04-567. LOCATOR NO. 3100: MATION IS 10.54 FM Or N.G.VD. Or 1929 Fa - MAT Doa r i FQ-r �. T- 'BLOCK - 12 ONE STORY 0, ~ Mr.-FAMMY. I P A/C ELEV. r 0 I Fp y ILL!._ FN0IOCONIL WOSURVOOK 28.89' olO �ti = 1 1.07 ►� SURVEYORS CERTWEA7/0N: INN. -MMO D r ANX NDHNIDtT. R E S. # 98 U.P. I NERmr CERnrrt m1s taIwARY 9uRveY or Tru rRDreRTr D6CweeD r8t6DN. HAS RECCNRY om1 R - w!DOIom DOTANCE _ _ - - U.P. >'`, , �- w� w7AD• COMRCATION: �I 8.40' °` `F4' F.F.E. - 1 2.5 1' ` ESN 5URVEYCD AND DKWN CINDER MY 5UPENOM. AND Commm wn Tne 5TMOARD3 Or PRACTICE F'D►. DON. FNpOItt cOwEt REY GONZALO •� .. . WATE ( I Rf� �' 1 AG AS SET FORM DY THE RDOX 50ARD OP PROP66K7NAL. LAND SLIRVH'ORS IN Cl1A M 5117, FLOP" XFN"..F�ADwDro�N/rY. / 2.W CBW . _ ADMINI5TRATNE CODE PUF_5UANT TO 472.027. HDRIDA STATUTES. x�c-N. LEGAL DESCRIPTION.- °L d' b0 STOW._ I LOT - 1 , I p Ra I� LOT I AND 2, BLOCK 12, MIAMI ` 2nd FLOOR I BLOCK - 12 I U� cTi 7 502MDFWOI SHORES SEC I AMENDED, ' V CARPORT �, 0.47` \ - N SIX.- Off WDN Fft POD&(V , .\! GARAGE I O I - a F.E.= 10.72' I I �\ I �� ��. _� e>~ 09/17/2019 -TANG cL \ W.V. / HN IBARRA LDFATe of PIaD wuRq DTaTIw ACCORDING TO THE PLAT TD-TOO-MONEMOM THEREOF, AS RECORDED IN PLAT / I �j }• _ T.U.E.- TECHNOLOGY UrII tY EMENT M TNA"CS KOOK BOOK 10, PAGE 70, of THE / \ "e 2.g��=- T '\ , •,wnc'J9MLFaL 28.95'. a' i 2e. 1 * 1 , rWrSeI0N& D No.: 5204 swrorrLorm r* yowlw. PUBLIC RECORD5 OF MIAMI-DADS I (J I . �? �� W VALID 5Ir,NATURE AND THe OWNAI. RA15M 5M OF A MDVM LXZNXD SUKV&M U.r..Unurfr= COUNTY, FLORIDA. a .a , / I I ^ ' wx-WATITFM DL�- - `- t / _ ,. �' , ,= 21 .18 W.V. T wr.-YAMM FDE ulz *w.M..MDODD*AI� 0 - - -- - - -! I ' FViWD ON: WA.N000rom yL POOL +\o +\o I END 0 \ REVMON: ws: WOOD a WOCID m \o' EQUIPMENT CONIC. STEPS � 890 CONIC 5 \ ^ w - wer.Comm y \ Q N1QL LEGEND �� wOOD GATE I s� 9 F.I.P. I/ ' = y�, \ •DRAWN BY: LB N IBA�p 00\ h , 2.80' CBW 0 NO 2 I \� \O \ �i �O� T i �i� •.'Q ++=OVERHEADUTILITYLINES F.I.P. 1/2' j ��--- -- -, .. 9`. ' 4T''9 =------- = CONCRETE BLOCK WALL NO CAP 2.80' CBW� \ = CHAIN UNK FENCE ,�o rfo bti 105.51' 09 CBW 0.40 CL (E) oh �)Swr_ +� FIELD'DATE. 0911712019 e e =IRON FENCE CBW 0.15' CL (5) +\o N 9 ASPHALT +\o +\a CBW 0.60 CL(5) W.V� 0.15 \ \ / 0> STATE OF =MOO FENCE n PVMT. 15' ALLY (N.A.P.) w r ENCIR` \ -A y;• =BUILDINGSET84CKUME N I "SURVEYNO: 19-001698-2 s1' ;'.1 -=UTILITYEASEMENT U.P. U.P = UMITED ACCESS R4V \ L LA' -��- = NON-VEH�CULAR ACCESS RW LOT - 21 LOT - 22 LOT - 23 , - x 0.00=EVS7INGELEVATIONS BLOCK - 12 BLOCK - 12 BLOCK - 12 SHEET. 1 OF 1 SEAL - L.6.# 7806 T1 � A- Arl MC-AftCONINTIO WAD. A.E.- ANCHOR EA•ladR. AIR - AI MNIM ROOF. AO - AUN•I.M 5Hm. ASM- ASrMgr. D.C.- K=CONOC D.CJL- ERDRYOD COUNTY ROOOHO.S MM- OIAIDNO. DM.- LOIM MARK 5.OA- DA'Ib Or erANNOL 5 -LL - MADING 9eMA0 UM! CO - CATCM OA9N. CD9 - C7NCRIE MOR3TAS11AQ. COW - OONCWE aO *kL CI.- ac m. an- ac m RMNNG. CL-CEMt C.L.F.- CINI U K INLL C.Mt. -CANAL MAI MIM ekCAOD5. CP.- Cow -,OUCH. ca.- axj=m 51Aa C.U.P.- CONC. unm FM WY.-CONC rCOMIC DL- D� VNAG[ EAM Nr . DAHL-CWNAlzW UDWIM 602AMM D" - DRNOMIY e - EAST. to - afiCIM am C.T.P.-aOCNC YRN151CMU tM0. MN.- M&ATM. CWX- aCiddLNr. r n.- rNIE MVMATT. F.V.- IOUO •DN ME F.LR.- RXw NCH IOD. F.rX rRI711m H1OCCaNATION. F.ND.-fO111D NAR OMO IT - rRAMc rt - ear. Nf.- RVOIAL MTIOHYL 09IN U JOHN MARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers W W W.1 BARRAL AN DS U RVEYORS.COM 777 N.W. 72nd AVENUE 4040 DEL PRADO OLVD. S. SUITE 3025 SUITE 823 MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 PH: (305) 262-0400 PH: (239) 540-2660 FAX: (305) 202-0401 - FAX: (239) 540-2664 MAP OF BOUNDARY SURVEY h sc NE 104th St N 98 NE 103rd 5TREET, MIAMI 5HORE5, FLORIDA 33138 BC GRAPHIC SCALE -20 0 10 20 03rd St -* 998 Northeast 103rd Street MIAMI 5HORE5 5EC 5 PB I O-PG.47 (IN FEET) LIMIT OF PLAT ' (N.A.P.) o`� 1 INCH 2 20 FEET °� w.V-.-oa - - •� Ethiopia 75' TOTAL RIGHT -Of -WAY W.V. - � W.V. Eritrean 1 STORM W.V. r>a I � BPW Miami Shores - NE to2nd St b NE 103rd STREET . b T. b I 0 9 R=25.00 LOCATION SKETCH t; ±44' A5PHALT m co L=39.12' 1 cn PVMT SCALE =MT.& • • 4A 02 titi zti T=24.85` I STORM LEGAL NOTES TO ACCOINPANY-110;TCHOFSURVEY. '''';• .°' . •°' C H =35.25 • TtM MAYBE EA90 ENIT5 RBCORDm IN THE FUBUC RBOOW5 Nor 5 10 2'.V 89°39'20N ME SURVEY. •OOT IN91 URAfRY ANO RNAfICMG • M H. - b . TrTc FURFDSe or TrRs SURVEY L5 FOR use I dNnLG THIS • • • • • • CONE. CONC: \ti AND 5Hmw Nor Be u5m FOR wNSTRuc i *tit. • s s RETURN 8.35' PWY RETURN'. o' B.C. 1 • O MINATIONS Or THE A05TR4Ci OF TITLE W%T kV jo BE MADE To Derotm e • • • • • • . ` R[COPM IN5TRl1NN19. IF ANY, AITLL'TINS THE PRO7'�T1' • • • • . F.I.R. I /2' • TM SURVEY L9 SU&=r TO OMrATIOMs• Urr,TILYrs. -T--.3 . F&v4 s oR �O DEB F.N. D. NO CAP EASEMENTS Or MCM. . • , • . . . . 50.00' �° ©W. M..... �o 5'.5� 1.05. .�' ®LP: NO ID. 1 0° /�� .LEGAL DeuwrrlmuFROV= BY CLIENT erl�d+e" TTTU_ COWAws a, • /•'•• 30.00'' -` r, 1Wcl . BOUN[XW SHINY MEANS A mlAw1NG A Q IC R�14'SH/rA710NOFTMe SIJ WOIOC F.I.P. ! %2'_ 8 0 S��" l {� I MrORMCD IN me flan. axw Be DRAWN AT A � 5a,E AhbeW W To 5CALr, WE W*4 QK NW CORNER 77 NO CAP 9stOA `° ��, I g i�j� . eASEME IT5 AS SNo AM FM MAT aOC) GROWS? FOR CLAWWAMM. • OF LOT-3 j� . me TERM V MACn.Tom MEANS VMf AW ABOV29GROuw 0ICWAC1WW5. F.I.P. 1/2' �,, . ARCHITECTS WALL VWY20NINGKMWjION5.R7RICTIONs.5,90M*61VILLBE .. `'(A�. C.B. ! rT 19 RL9POIBN7IE 10R SUBMITTING . 0 • • . r.N.To1RCNN NO CAP a eo L' ._ hmr t "TEN COMOHOL VALVE O. 15' CLJIL ` m .. .. ... .. cj d I Ll C� yN ® 0 • Mm f ma wnH oomcr iwoomTM FOR WFWOL FM NAVORII/�f' TO nt • • • a • • LC.- - 15 Ta o: t0 . . CONE. O \ J' PROM AUMORIM IN NEW CONSTRUCTION. . • • • LL&-fi %mft a htlN� L547aOr `" .. DRIVEWAY. - SWK. 0.20' MUWATIM. _ . . A umms onIERI A,4E NOTED. rr" "w HA5 NOT ATTEMPTED TO IDd17,L(�7y1� ANOM Lr.- uaff I`= ENCR I . Iv cr Owlmnnm Nor DeTERM11M. Lr.L-1OMW MOOR UVAnON. - F.N.D. Y: . WMISNW RAN or SLII-MEY. RTI CAT rRerAl® FOR mC elzulslve use Of THE I9lrITVE 'w"'a«w¢rn'nNc � �' ... Lri NO ID. MINLITM 30.00' NAMm MASON, me trBTflaTE LL - MEASUI M WTANR.. �, • DOES NOT CM90 TO ANY UNNA RV FAM Lo'UX .C.It-MAMIWEooumRxama 2.50' CBW - M e - MAl11TDUAICF rA�aEH15 U.P. FLOOD ZONE INFORMATION: MON. - MOMAM U - FLANTER MN-MAMICULMIL iTfIFiPPIDODWPS/N4E�9OAY17®TiflBB/0[70�lMDroaE3OfgT®Pt NAF.�NDrAArrW0F. 2.50' CBWONPLOODIELMIM WA. 13000ZHrE x N i AL a7DOC11O VT7OKAL 0ATIIM. tu fR'; `7., I FM � M.T.- NOT m5rwlE. QS - sq -NO. NUMMILarr i Li C.O. + \ CBW �7 �� w a1#ON ovrvmoo as 00..11 OVOOGDAUDnnrwe - - ` _ - - ° o ' 0.45' CL `O. }� TNeslarE+crAnaperrroDFswDrtEwA�ALanm,urNaDARFA O.I.B. - ORKIM.R000PM1100C �� i 19. 16' Q = SURVEYOR' S N0TE5: O er.- PAPOOL I 'i / .35.45 j ( - W � � 1. If SHOWN. BEAIM45 ARE PMTFM TO AN A55LWM MOVIAN. BY SAID MAT M ME DESCRIPTION OF �: Y 1ne '�" L me If FRCFEIM. NOT. BeARMG9 ARE THEN RR@tRm TO COUNTY. TOWNW MAF5. r.G.c.- raRrt orearaRn a,RK O F- I ..N I `� z. THE Q09N� IN me BOUNDARY SURVEY IS ABOVE 1.7500 rr. r.4-roNroraRNc LOT-3 N `° N I ( +•�` .p 3.CQLTIRgtTE or AurlloRRAr10N t807E06. rt.- rONr OFTANGDIa: pq. ALL MATIONS SHOWN ARE RCERMI TO NATIONAL GOODETIC VERTICAL DATUM Or 1929 MIAMI OAOC M- Im OF ®� BLOCK - 12 / vi I Oct COUNTY 506CH MARK M1-567. LOCATOR NO. 31 m} MWATTDN t5 10.54 I M Or N.G.VA. Or 1929 r.R.C-MINTOFWV=QWI! *. LOT - 2 r F14E. ,- BLOCK - 12I ONE STORY 0, P AIC ELEV. r I O h ML- rrimmo rtPOEM :MONA09. V � �- RES. # 98 c; =ie: � 11.0T U.P. jH-�.. � SURVEYOR'S CERTIFF=70N. P.L.5.- Plmeeeoww wo SUB�e ael 28.89 , °' ' - - U.P. I HEREBY CERW. THIS TOIINOW SURVEY OF THE PRDPQOY DESCRiBm HBr87N, MA5 RCE/TLY BEEN =/lC»Ima7 WTANOG CERT9gCAT/0N. `- -` 4 aH,�' • � F.F.E. - 1 2.5 1' �L � � Uu 5UMDW AND DRAWN I %= MY SUPERVISION. AND COAP= WTM THE STANDARDS OF PRACTICE Ian - IO oa,tL 18.40 / I 9 F 2 AS SET FORM BY THE ITOP" BOAR OF FROrCa OM LAND 5URv1'YDRS IN CHAffM 5J• 17. Fl1M1DA MIOP.Cor-MrsarCOMM REYGONZALO �\ WA N I IN - Nw-cfawY. ( ADMIMSTRATM CODE RUREI/ANi TO 472.027, rLORIDA STATURE. RF.•IA"MNT. � PU P I2.80'CBW z � 110- w:5' aT M LEGAL DESCRIPTION: °L 0`' LOT - 1 g ' � ua =STM.SDd/A,A LOT I AND 2, BLOCK 12, MIAMI ` -Ko' �: 2nd FLOOR BLOCK - 12 M u �rrooLA " f70°` 5HORE5 SEC I AMENDED, N CARPORT �; GARAGE ( 0.47` \ o` W.V. Lv 'HHid }� 4UST ''x �. -5CCOM5 ACCORDING TO THE PLAT F.E.= 10.72' 09/17/2019 ;e_T" e" ceoo,L, THEREOF, A5 RECORDED IN PLAT ' ' I + JONN /BARRA MATE arnanWORq T U.E.- TECHNOLOGY MUTY CASEMENT / \ - Tm-TlvncSGNALBOI BOOK 10, PAGE 70, OF THE 28.95' ' �' ` 2.35' 1i "t r,' LATrowRtmTtRNo..5204 srATEorfLORmA TS.f.-TRNrIG--W11AL 101E 2b.14% ( ,I� k ,,y Twr - TOWNW PUBLIC RECORD5 OF MIAMI-DADS �> ' ' ID+vs our me SIGNATURE ANo THe oRIGINAU RMsm SEAL OF A RDRUDA tKatSm suRvhoR uF.-lmmPOM COUNTY, FLORIDA. a - •� _o•I�' ;= 21.18 Vi/.V xv l# MD WAL- WATIM MOOT . WT.- Wow r1mm VIM-WATQ M[I�C °6b. O M Qf :L I •, - ON: Wt.'- WOOD Fold. hti POOL +` END O t _ 1 ws: �O' EQUIPMENT CONE. TEPS ap 89. CONE: S St w-WVT. �� l0 y, 9 -.)- t I o.m,Tlw'Ne.MIaE LEGEND WOOD GATE I - F.LPr I frT. DRAWN BY. LB N �8,4 -» o . h 2.80' CBw ' No.. � a -� H= OVERHEAD UTTLITYLINES F.I.P. 1/2 �0 -------_ = CONCRETE BLOCK WALL No CAP 2.80' c5w FIELD DATE: 09/17/2019 �a ; =CTiAINLINK FENCE �o d° r`� I 105.51' o� CBW 0.40' CL (E) oh �)Q 65 T (� O : N4. szoa 0 e = IRON FENCE CBW 0.15' CL (5) +moo a 9' ASPHALT +�o +�o } CBW O.GO' CL(5) W.V id I , r� -n M. STATE OF H H=YWODFENCE PVMT. 15' ALLEY (N.A.P.) to ENCR - _ = BUILDING SETBACKLINE N U.P. U.P. a-HALL SURVEYNO: 19-001698-2 Rio•.p�oRp yS`Z- _ = UTILITY EASEMENT • I L 1 H ALL F EPA =UM►r DACCESSRiw - LOT - 2I r . EL _PAL ' ��- = NMVEHICULAR ACCESS REV LOT - 23 o.00=EXTS77NGELEVATIONS BLOCK - 12 BLOCK 222 BLOCK - 12 F ' F a , SHEET: 1 OF 1 SEAL L.B.# 780E ca Permit # Residential'S wimming Pool, S pa and Hot Tub Safe ty Act Notice of Reauirementa I (We) Acknowled Aa that a new swimming pool, sp a or hot tub will be constructed or installed at P� Its 5 k and hereby affirm that one of the following methods will (Please Print Job Address) be used to meet the requirements of Chapter 515, Florida Statute and Florida Building Code Section R4501.17 **** Please Initial the method(s) to be used for vour nool or spa **** The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91. (Submit Manufacturer's Specifications). A continuous,one-piece (child) barrier meeting the requirements of Florida Building Code R4501.17.1.13 will'protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools.' (Submit Manufacturer's Specifications). A combination. of non -dwelling walls and fences (screen enclosure, child fence,masonry fence walls,chain link or wood fence, etc.) will protect the pool perimeter. The plans must specify the type and location of all non -dwelling walls. Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4501.17.1.9 (S ubmit Manufacturer's S pecifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with n self -latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit p lans showing all types and location of all perimeter protection. The plans must also show the location and type of all op enings,and the hardware type for each location. (S ubmit Manufacturer's Specifications). A swimming pool alarm that, when placed in n pool, sounds an alarm upon detection of an accidental or unauthorized entrance.into the water. Such pool alarm must meet and be independently certified to ASTM Standard F2208, titled "Standard Safety Specification for Residential Pool Alarms," which includes surface motion, pressure, sonar, laser, and infrared alarms. For purposes of this paragraph, the term "swimming pool alarm" does not include any swimming protection alarm device designed for individual use, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water In accordance with the Code, a final Inspection of the pool project will not be approved without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S., and will be considered as committing a misdemeanor of the second degree, punishable as provided In Section 775.082 or Section 775.083 F.S. This form must be signed by the owner/agent and the prime contractor. Owner's Signature w,1 Date 6.0 • • • • • • • me Contractor's Sign a ate .. • • • DANIEL ESSIG / ESSIG POOLS, INC Owner's Name:plush flint) �• •�� • • Prime Contractor's Names)— _ /� • �• • •�v aiRf • M(AREN RODRIGUEZ • • • • °/�1�. Notary Public •State of FI /� Nt•' •: Commission = GG 3045 my Comm. Expires Feb 21, Notary Signature f D I • • ryjmfss ( h National Notarl • • • • • • • • • • j� '� RODRIGUEZ of Public Notary Public •State of Florida Z0` Commission,; GG 304504 Feb es Z1, 2023 Notary Signatuatef w 9@9fgfPg ional Notary Assn. Awlmnk ACCREDITED 10MOAMD61IMipCONSTRUCTION MATERIALS AW TECHNOLOGIES CR. C .:.: LABORATORY TEST REPORT Client: Pool Guard Manufacturing, Inc. 11575 47th Street N Clearwater, FL 33762 Attention: Mike Corkery Material: Pool Fence Manufacturer: Pool Guard Manufacturing, Inc. Date Received: April 20 & May 16, 2012 Source: Pool Guard Manufacturing, Inc. PRI Project No.: PGM-001-02-01 Dates Tested: April 20 — May 21, 2012 Purpose: Evaluate Pool Guard's Pool Fence for compliance with the Florida Building Code, 5th Edition (2014), Residential. Test Methods: Evaluation and testing was conducted in accordance with Florida Building Code, 51h Edition (2014), Residential Sections R4501.17.1.15, ASTM D3787 - 01 Standard Test Method for Bursting Strength of Textiles -Constant -Rate -of -Traverse (CR7) Ball Burst Test, and ASTM D5034 - 95 Standard Test Method for Breaking Strength and Elongation of Textile Fabrics (Grab Test), ASTM G53 — 96 Standard Practice for Operating Light and Water Exposure Apparatus (Fluorescent UV Condensation Type), and ASTM G 154 - 06 Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials. Sample Description: Fence posts — 6063-T52 aluminum round tube; Nominal 1" O.D. x 0.125" wall thickness Fence mesh — Twitchell Corporation T45 DBS; Leno weave fabric using 0.25" dia. vinyl -coated 1000 den. polyester core yarns in the warp and fill directions. Additional information supplied by the Client is contained in Appendix A. .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. 1.2 AS TL-189: Miami -Dade 11-0429.05: Florida TST5878: Los Anaeles TA24819: CRRC A -he- test results,opiniovi�, or in terpranetati are based on the material supplied by the client. This report is for the exclusive use of stated t,,+t. NO reoroaucton orjacsirrtilo in yform can be made without the client's permission. This report shall not be reproduced except in fdtl witl,etft the written fttoval of this ladbratory. PRI Construction Materials Technologies, LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Constnrctiogmateri4 TdOollogias, 1c. 6408 Eadgerbrrve Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting@pricmt.00m WebSite: http:/Mww.pOcmt.com • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Pool Guard Manufacturing, Inc. Pool Fence Page 2 of 4 Results of Test* n : Property.. Results Requirement Fence Posts Horizontal Loading, (Ibf) Ultimate load; 3 specimens; 2010 FBC 58 36" moment arm; 4" embedment into substrate; R4101.17.1.15 a 52 Test at 73.4±3.6°F & 50±5%RH; Rate = 10 in./min Fence Mesh Tensile Strength, (Ibf) 5 specimens each direction; 4" x 6" ASTM D 5034 Test @ 73.4±3.6°F and 50±2% RH Rate = 12±0.5 in./min Warp 232 z 100 Fill 140 a 100 Burst Strength, (Ibf) 5 specimens; 5" x 5" ASTM D 3787 252 2 150 Test @ 73.4±3.6°F and 50±2% RH 1" Steel Ball; 1-3/4" Ring; Rate = 12±0.5 in./min 1/4" Sphere Penetration, (Pass/Fail) No deformation such 5 specimens Pass that 1/4" round object Test @ 73.4±3.6°F and 50±2% RH can penetrate mesh The mesh shall have Weatherability, (Pass/Fail) ASTM 53/ Pass a descriptive rating of 3 specimens; 4" x 6" G 1 54 no less than "trace 1,200h of UV/Condensate Weathering discoloration" or "slight discoloration" • ••• • • • • •• • The test ms ltspopinicon , or interI�retaii&V are based on the material supplied by the client. This report is for the exclusive use of stated plignt.. o reprobuplion or facsirait riyo7orm can be made without the client's permission. This report shall not be reproduced except in fdll wifhEdt the written lMftoval ofthis Ial5oratory. PRI Construction Materials Technologies, LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Constn dcg Mat.61, T&-:Alog;s, aC: 6408 Qad U,,e Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail matedalstesting@pricmtcom WebSite: http:llwww.Ncmtcom • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Pool Guard Manufacturing, Inc. Pool Fence Page 3 of 4 Statement of Compliance: The samples submitted comply with the Florida Building Code, 5th Edition (2014), Residential as stated above and for products described in this report. Continued compliance shall be established by a 3rd parry quality assurance entity. The results and interpretation of testing are representative of the material supplied by the client. %0%J111111181111 Signed: % Q; NO, �qp2 ary R. [L Florida e a e Protessrp�l •nglneer OFLU E. umbar.746 ~; p,Q-: Date: (•. , p µ , •.?��• Report Issue History: Issue # Date Pages I Revision Description (if applicable) Original 5/25/2012 3 NA Rev 1 6/21 /2012 3 Added ASTM G 53/G 154 testing Rev 2 02/15/2016 4 Updated Florida Building Code version .. . . . . . ... . . . ......... . • . • .. . . . .. ... .. I?GM-001-02-01Q RRI-CMT Asoreditations: IAS TL-189: Miami -Dade 11-0429.05; Florida TST5878; Los Anqeles TA24819: CRRC *Thy testresulty opinions, or into retatitRs are based on the material supplied by the client. This report is for the exclusive use of stated •464 No reprpductron o4 facsima in anyform can be made without the client's permission. This report shall not be reproduced except in fbil wRtMt the wlltten approval of this laboratory. PRI Construction Materials Technologies, LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Constnrc6an Mate4ls f4no4es:-LC: 6404aU drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting@pricmtcom WebSite: http:/Mww.pdcmt.com • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• Pool Guard Manufacturing, Inc. Appendix A Pool Fence Page 4 of 4 Fence mesh datasheet provided by Client: Technical Bulletin Item Number: T45 DBS 1/26/2005 Product Description: A Leno weave fabric using .025" dia. vinyl -coated 1000 den. polyester core yams in the warp and fill. Attribute ASTM Warp Fill Typical Construction, endAnch D3775-96 10.0 7.0 Weight, oz/yd2 D3776-96 — — 7.2 Tensile Strength (grab), Ibf D5034-95 322.9 221.4 Tensile Strength (strip), Ibf D5035-95 142.9 121.9 Tear Strength, (Trapezodial), Ibf Elongation, % D 1117-97 66.1 D5035-95 26.5 Abrasion Resistance D3884-92 (CS 10/500 cycles/ with no added weight) 38.2 23.7 No exposure of core yam Ball Burst, Ibf D3787-89 198.0 Flammability Rating CS-191-53 & CA 117E Weatherability, 1200 hours G53-96 No discoloration Mildew Resistance G21-96 No growth Mathematical Openness Factor, % method 61.88 " The above results are a representative of real data from single test samples. ' "' ' ' ' ' " ' END OF REPORT 0. • • • • • • • .PGM401-02-04.2 4PRI-CMT.4csredi6ations: IAS TL-189: Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC . -•--•--•�•• V . • The tesfresultc, Tin$ons, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated cyerl *No r'ep4)dyction' or facsyAile iria4 form can be made without the clients permission. This report shall not be reproduced except in 'full vlifiCut the vhitteR S fproval df this l5boratory. PRI Construction Materials Technologies, LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report PRI Consb4on Mat4als'r;Ano4gieC LL:. 64CI BaNr'brive Tampa, FL 33610 Tel: 813-621.5777 Fax: 813-621-5840 e-mail matedalstestlng@pricmt.com WebSite: http:Owww.pdcmt.com • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 11575 47th Street N., Clearwater, FL 33762 Office (727)573-7888 Fax (727)573-7887. www.poolsafetyfences.com Pool Safety Fence Technical Specifications: Pool Guard Manufacturing, Inc has manufactured removable pool safety fencing since 1994. Pool Guard is the leading manufacturer of pool safety products throughout the world. Thousands of consumers, including small & medium size commercial pools utilize their products. Unlike the rest, Pool Guard manufactures their pool fences in house to ensure 100% quality control which allows them to offer an exclusive limited lifetime warranty on pool safety fences. Pool Guard has an extensive worldwide network of dealers to provide consumers with the appropriate product to suit their pool safety needs. Quad-X Reinforced 1" Aluminum Pole: Pool Guard uses Quad-X Reinforced Center Aluminum Poles. Our poles are made with a 1" heavy duty marine grade XT 6063 alloy. The Temper strength of our poles scores the highest tensile strength (30 ksi) within the 6063 alloy classification. Vinyl Border- Poolguard border is a premium grade UV protected marine grade vinyl that is expertly locked stitch with UV protected thread to the mesh. Hooks and Latches: All of our hooks and latches are premium stainless steel that will not rust or discolor in the elements. ASTM F-2286-05 — Meets all new specs to 2010 FBC Fence Dimensions: Fence dimensions come in 15 linear foot sections, 6-poles on 36- inch centers. The fence weighs 16 lbs per 15 foot section. Gate Specifications: Gates are available in both four foot and five foot heights. The fabrication and welding of our gates are performed by certified welders in our factory. We use heavy duty thick aluminum square tube to ensure that the gate is strong and solid. We utilize a Magna Latch and hinges to create a self -closing and self -latching pool gate that meets pool codes. Published January 2012 .. . . . . . ... .. . ....... % . .. . . . .. ... .. .. .. . . . . . . . . ... .. . .. .. . ... . ... . . . ....... .... . .. . . . . . . . .... . ...... . . . ... . . . ... Making Pools Safe For Kids Pool Guard Installation Specifications Pool Guard pool safety fence installation procedures follow all applications as outlined in the 2014 Florida Building Code. 1. Pool Guard pool safety fence meets the 2014 FBC requirements and comes with an ASTM certificate as outlined in FBC 4101.17.1.15 2. The pool safety fence is installed into the pool deck or adjacent areas leaving not more than 2" from the bottom of the pool fence to the deck/ground as outlined in FBC 4101.17.1.1. 3. Connections in the sections of the pool safety fence or attachments to walls, screened enclosures, exterior fencing or to the fence itself shall not be a distance greater than to pass through a 4" sphere as outlined in FBC 4101.17.1.2. 4. Any self -closing gate that is added to the pool safety fence shall have a self -closing latch that is at least 54" above the ground at the point of opening and the gate shall open out away from the swimming pool as outlined in FBC 4101.17.1.8 5. The pool safety fence shall be installed no closer than 20" from the edge of the water on the swimming pool at any measurable point of the pool fence including angles and corners and the barrier shall have at least one post secured to the pool deck so that the removal of the pool barrier requires tools as outlined in FBC 4101.17.1.13. .. . . . . . ... .. •;, ;. ***,pqW safety fence shall be held in place using non-conductive sleeves as outlined in FBC 4101.17.1.15. *.W* pJ:Gu4rd7- ool safety fence installations are installed following all safety procedures as outlined in the Pool Guard workman's 'c' * sgfd jy program. ... . ..... . .... . ...... . . .... . . .... OHN MARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers W W W.IBARRALANDSURVEYORS.COM 777 N.W. 72nd AVENUE 2804 DEL PRADO BLVD SOUTH SUITE 3025 SUITE NO. 202 UNIT 1 MIAMI, FLORIDA 33126 CAPE CORAL, FL 33904 PH: (305)262-0400 PH: (239)540-2660 FAX: (3051 262-0401 FAX* (239) 540-26" MIAMI 5HORE5 5EC 5 PB I O-PG.47 LIMIT OF PLAT 75' TOTAL RIGHT-OF-WAY NE 103rd STREET o a ±44' ASPHALT 4O PVMT . . .. . . ... ............... 2'. VALLEY GUTTER. ppC�OO-Y�N��ppC�..�� 6.35' PWY 50r00 m*- ©W. 5' COHC. 5WK. NW CORNER F.I.P. 1/1' OF LOT-3 NO CAP F 89• �� 0.30 CBW F.I.P. 1 /2' °i 4p, I NO CAP N ASPHALT � DRIVEWAY CERTIFICATION. GONZALO REY INAKI SAIZARBITORIA, ESQ., PA OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY VANDYK MORTGAGE CORPORATION, ITS SUCCESSORS AND OR ASSIGNS, AS THEIR INTEREST MAYAPPEAR x i� 2.50' CBW 2.50' CBW . l i j i P z aIUJ 1 PLANTER V� f `- 35.45' j Tom, I I LOT - 3 O ONE STORY BLOC(, - ! 2 6 U I RES. # 98 LOT - I i LOT - 2 1 28.89' BLOCK 12 ! BLOCK - 12 .. r.. I 4.45 ENCROACHMENT NOTES: A NORTH SIDE OF THE SUBJECT PROPERTY, CONCRETE RETURNS ARE ENCROACHING INTO THE RIGHT OF WAY OF NE 103rd STREET. B. EAST SIDE OF THE SUBJECT PROPERTY, CY CONCRETE SIDEWALK IS ENCROACHING INTO THE SUBJECT PROPERTY. C. SOUTH SIDE OF THE SUBJECT PROPERTY WQOD (*TF• ANDJCONRN ENCROACHING INTOTHrC • • - ► . • ••• • • • • % • • • •F.I.P. I/ ' :NO CAP • • • --- CBW 0`15, CL•(s) • —+c • • •) T _ " I • . . . . . rt: ! I •7 . ♦ iM1 ;ARPORT AC j I I 2La.14' --[ - -Z�—.�' - .. . . . I. - — GONG. 5LAB CONE. �� .. TILE 1 . 4.50 WOOD PLANTER / GATE CONE 5TEP5 MAP OF BOUNDARY SURVEY 98 NE 103rd STREET, MIAMI SHORES, FL 33138 GRAPHIC SCALE LEGAL DESCRIPTION: 0 10 20 LOTS 1 AND Z, BLOCK 1Z, OF AMENDED -20 PLAT OF MIAMI SHORES SECTION No.1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, (/N FEE7) OF THE PUBLIC RECORDS OF INCH - 20 FEET MIAMPDADE COUNTY, FLORIDA. ABBRE M 77ONS AND NE 4WNGS A - AMC AG _ AR WIDITIO)Q FAO. At ANOIOR CAbOlf. ! AOR - ALLPAN M ROOF. as R=25.w j 12` L=39. - T=24.85' 1 CH=35.25' A=89W39'20n B.C. 1 F.I.R. 1/2' NO CAP 30.0tr 1' i I cjYD... C.B. 6 WK 0.20'ENCR.��� 30.00'1 --( .P. I 1 }.-19.16, — I a.1 A.0 cry 1 ❑ i ! 2.89 CBW { 0.47' tL J! 2.35E - L �I 21.18 OVERHEAD 89• WIRE R.° �sj••. 2.80' CBW I - -- 105.51' cBw o.40' CL (E) 1 9' ASPHALT (c) CBW O.so' q (S) W.V. Da PVMT. �115' ALLEY (N.A.P.) — --' U.P. � U.P. LOT - 22 T— TOT - 23 BLOCK. - 12 BLOCK - 12 CBW 0.45' CL END OF CONE 5WK 1/F I P I / ' NO (B) WOK. ENCR. AB - AWMM 5m ASFH.- A$HIALI. BG- BIOOCLOMM BLDG.- m.DING. B.M.- Be m MARA & a- MY'1 OF aemam . C - CALLTAAM CA - rATOH BASK cB.S-cm=mm= mxnff- CDW - CONOrTe mWCL WNL CH.- ID CMD. OHO- CHOW BEMING. 0.-GUAR CLF.- CHAIN LINT MUM CONC.- CONO¢R c.r.. COLIC CH. POR C.S.- CO CP= SAE. cut.- mNC UfI m POLE c.w.- CO N7ra %m ME- ORARLNZ EMAW . WALL- DRAINIFi LUARNTBNAH12 PASS.0NI9 pWC - DRNBYILY e -MAST. m - Banc am LT.F.- aMM TRNLSPOFUM PAD. ev B.. BCVAIOR. rA- MRe HYDRANT. rJl.- roulD SON MM FA.R- TOM RON ROD. F.F.E.- MOM BOOR ONATON. P.N.D.- rOUN1 NAIL 4 UML M-MAW rr -Par. rWr - PT:DBLAL NATONAL MURANO! FAN.- POUND MAL. H.- rRGH DHBRR) I.F.- ROM rtwx MA M- INOme AND BGRMS rASBAW. LB. - C ,W6 d F.M.—b- LBl7&% L.F.- UG W FOUL L F.L- LOMCT MDM BWATION. LMt- UFL MNNTBWIQ PASDAW. _ MN TM M. - MBULNW OMANM I- MAA am M.D.CR- ARAAR DADB COLRMY FIDOIDB M-L- MAMmWLLe FA5BCW5 km - Mmumorr UNE WA - M NM HAL _ IA17RURMOIf UL NAY. - IOr A rAQQ. MIND - NATIONAL GTT70EIc vemrx DATLAL N. - NOIM N.T9. - NOT TO SOME &NO. - - NImL 05 - cmw. O.H. - OVDPGO OlLL-OV PH=UTUTYU 5 O-RD. - OrMOAL FMOIDB BOOK OLM - OVBCIAPG PNMT.- r0now. PL- MANIM m _PwrwYNc r.c-G- M W Or CONN) OCURVE r.c.- RW OF CUM. R.- M W Or TAIGVCr FM- FONT OF COMeICOOW. LOB.- row Or BECAME. F.R.C.- POINT Or REVEW CLAM F.B.- FLAT 0001 FG.- PAGE Mr. - FAMMY. mu ramummInTimmCCUONLAAW. F.LS.- F OM551ONAL LMO SRKH M R. - IR'COIDCD OMANM JUL- RAL ROAD. 00.- RMDOICL FROF. OOR- FROPBDYCORNM NW - =w4r-wAY. Rl.- PAM rw. TESL- RANGE 5m- SeOON. STY.- star. SAIL- SOLwALA Slr.- SET 01OM rWt U L FMOr:. &F. - SCl®m ro mH S.- SOUTH. T - TANGBIr TB - TBTMOK BOOTH T.U.B.- TBLMNOLOGY UrRlTY PA50,RW TSB - TRAIM SGW am T.S.F. - TRARO SIGNAL FOa TWT - Tr7WWW trm unm. U-P.- UTILITY FOUL WIA.- WAYM NEMX W-F.- WOOD r"m wR- WOOD ROOF. WAIL- WATOt%C- W-f WOOD RUM W.R- W0M ROOT. W-S.- wOOD SHED. W - RIOT. g-a mcLw- A - COrrM ANGLE ANGLE - CONCIM mOa WALL -CAW L•RC PBRS _ MON reNce — — — - BUILDING SEBACR UNC --Ill----IN-- - UW=ADOM A W NOWY1510RAA ACOMS A W . O.OT - OO5i11G DLVATOID K LJ NE 103rd St 0— NE 102Td St NE 102nd St NE 102rd St .MeY-r Oswe rj%,.h z f He• _ LOCATION SKETCH SCALE -N.r.& LEGAL NOTES TOACCOA/PANYSKETCHOFSURVEY: . THERE MAY BE EASEU NM RBODRDED DI THE FU&X RECORDS NOT SHOWN ON THM SURVEY . THE PURFVW OF THIS SURVEY IS MR USE IN OBTAIMNG TITLE IN94)RMIGY AND RNANONG AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. • UAMINATIONS OF TILE ABSnWT OF TITLE WILL. HAVE TO BE MADE TO DETERMINE RECORDED INSTRUAtMS. IFANY. APTEG7ING THE PROPERTY . THIS SURVEY 155LAM7 TO DEMATIONS, UMRATIONS, RE5TRICnON3, R0ERVATXA5 OR EASMW75 OF RECORD. . UrAL 015MPTIONS PROVIDED BY CUMVr OR ATTG9TING TRUE COMPANY. • BOUNDARY SURVEY MEWS A DRAWING ANLY OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FLl4D. COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE; THE WALLS OR FENCE5 MAY BE DUG(.MTED FOR CARTIY PURPOSES. EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS D04= OTHERWISE. THE TEOM'ENCROAOHMEM MEANS MINE AND ABOVE GROUND MCROACHMENT5. . ARCHITECTS 5IALL VMFY20NING REGULATIONS. RESTRICTIONS. SEiMOCS AND WILL BE RMPOAM E FOR 5U[iWMNG . PLOT PLANS WITH CORRECT INFORMATION POR APPROVAL FOR AUTHORIZATION' TO THE PROPER AUT ORMS IN NEW CONSTRUCTION. . UNU55 OTHERWISE NOTED, THIS FIRM HAS NOT ATMAPTLD TO LOCATE FOOTING ANaCR FOUNDATIONS. • AMC! OWNERSHIP NOT DETERMINED. . THO PLAN OF SURVEY, HAS BEEN PREPARED FOR THE IXOUSIVE U5E OF THE &MnES NAMED HEREON, THE CMRCATE • DOF3 NOT OREND TO ANY UNNAMED PARTY. FLOOD ZONE 1A/FORNA TION- 7AIEAFPFLOOD MAPSFNVEAESKilW 71� 77f tA8WNDE=a6W LAAO TO SE&TUA7EDM..' ROOOZOM1IE x LMSEFLOODEFEVAMAt A0A UOAMPAWrY12L7w PAAEL.• 030Y SIL fll t L]47EOIFFI)tIt colt L101) TPfSUBJECTPPNOWBUYDOES AOTLIENNA SPECNL FLOOD NAZ4ROAPiEA. SURVEYOR'S NOTES: I. IF SHHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID FLAT IN THE DESCRIPTION OF THE PROPERTY, IF NOT, BEARINGS ARE THEN RUMMED TO COUNTY, TOWNSHIP MAPS. 2. TM CL05URE IN THE BOUNDARY SURVEY 13 ABOVE 1:7500 Fr. 3. CEMPICATEOFAUTIVRIZATIONIDI7". SURVEYORS CER77RCA"ON. I HEREBY cmnFr TITS 'BOUNDARY SURVEY OF THE PROPERTY DMM5W HEREON. HAS RCCERLY BEEN SURVEYED AND DRAWN UNDER MYSUPMVL4 ON, AND COMPUM WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD Of PROFE55CNAL LAND SURVEYORS IN CHAPTER 5J-17. PLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027. FLORIDA STATUTES BY* 0711612015 CARLOS /BARR4 (DATE or Rao mwxj mwm5510NAL LAND SURVEYOR No.: 6770 STATE OF P1.ORIDA (NOT VAUD W TTHOUT THE SIG -NATURE AND THE ORIGINAL RA15ED SEAL Or A RORTDA UCENSED 5RVEYOR AND MAPPER). REVISED ON: • • • • • • • • • • • • REVISED ON: • • • • • • • • • DRAWN BY: NGH �,OS1 *i1Frc9.R FIELD DATE: •amtw2a15. • '� • •• • 0: •9?ATEOF SURVEY NO: 15-002827-1 �0 LOP SHEET. 1 QF 1, • 0.: ••• 0 0 • r 4$# SEAL