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BPP-16-1145Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 196 NE 105 Street Miami Shores, FL 33138 - Permit " Permit NO. BPP -4-16-1145 it Type: Pools/Whirlpools/Hot Tubs Work Classification: New Permit Status: APPROVED Issue Date: 5/13/2016 Expiration: 11/09/2016 Parcel Number 1121360130630 Block: Lot: Applicant WILLIAM F HULME III IOANNA K Owner Information WILLIAM F HULME III IOANNA Address 1155 NE 119 Street BISCAYNE PARK FL 33161- 1155 NE 119 Street BISCAYNE PARK FL 33161- Phone Cell Contractor(s) ESSIG POOLS INC Phone 305-949-0000 Cell Phone Valuation: $ 25,000.00 Total Sq Feet: 940 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Work: Swimming Pool Additional Info: NEW SWIMMING POOL AND PAVER DEC Classification: Residential Occupancy: Bond Return : Scanning: 4 Fees Due Bond Type - Contractors Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $15.00 $50.00 $11.25 $11.25 $5.00 $750.00 $120.00 $12.00 $20.00 $1,494.50 Pay Date Pay Type Invoice # BPP -4-16-59574 04/28/2016 Check #: 300556 $ 50.00 $ 1,444.50 05/13/2016 Check #: 300594 $ 1,444.50 $ 0.00 Bond #: 3087 Amt Paid Amt Due Available Inspections: Inspection Type: Fence Final Pool Deck Wall Steel Review Planning Review Building Review Structural Review Electrical Review Plumbing 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 AFFIDAVIT: I certify that all the foregoing information construction and zoning. Futhermore, I authorize the above -nam Authorized Signature: Owner / Applicant / Building Department Copy Contractor and that all work will be done in compliance with all applicable laws regulating r to do the work stated. / Agent May 13, 2016 Date May 13, 2016 1 b\ \3"° 1Y- t) V BUILDING PERMIT APPLICATION • BUILDING ❑ ELECTRIC 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) 762-4949 ❑ ROOFING Master Permi RECEIVED APR 2 8 .,116 BY• FBC 20 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP N CONTRACTOR DRAWINGS N JOB ADDRESS: 1 t 1 ( City: Miami Shores County: Folio/Parcel#: 11 Z 13 fr O 13 •p c 30 Miami Dade Zip: 3`3 13 8 Occupancy Type: Load: is the Building Historicaiiy Designated: Yes Construction Type: Flood Zone: NO BFE: 141/: FFE: OWNER: Name (Fee Simple Titleholder):/ V 1 1 Ij-r v _ 1 rte Phone#: — 2 13 Address: 1 —r City: t t1 m9 r -'v State: Tenant/Lessee Name: Email: Zip: 3,31.3. Phone#: CONTRACTOR: Company Name: ESSIG POOLS, INC Address: 1800 NE 151 ST Phone#: 305-949-0000 City: NORTH MIAMI State: FL Qualifier Name: DANIEL ESSIG Zip: 331625 Phone#: 305-949-0000 State Certification or Registration #: CPC052505 Certificate of Competency #: DESIGNER: Architect/Engineer: V V v--) -- M if 1C- L 1-4=21 (--v1 Phone#: `9"S'41- — 3 1 8 3e,2,5 Address PSS• fit° c=1e rc=.,i 1 L c Y i�.l 3 l�/a� City: 1,=�, State: FL Zip: I Value of Work for this Permit: $ 2--, c=%='4 Square/Linear Footage of Work: t A -CD SQ 1-T- _ Type of Work: ❑ Addition n Alteration New ❑ Repair/Replace ElDemolition y Description truff Work: I �1.GW ......,...it s-�nw� _1;04:...0I n_1;04:...01 cti ) p VC r G1� • Specify color of color thru tile: nn�� Submittal Fee $ ot-'�J , "V Permit Fee $ RE . a- CCF $ 15 ' nnW' '"' CO/CC $ • 03 Scanning Fee $ 1 i • O Radon Fee $ II' 2b DBPR $ )1. mss Notary $ 0 Technology Fee $ 20 CO Training/Education Fee $ 5 . IZZ Double Feed�$ 1s) Structural Reviews $ _ .CA Bond $ '.JV ' CA) TOTAL FEE NOW DUE $ (Revised02/24/2014) LiLl Lv s--() Bonding Company's Name (if applicable) Bonding Company's Address 1. City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City .' - State Zip 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 OWNER or AGENT The foregoing instrument was acknowledged before me this 1 day of`N,csC-k ,20 I(4' by y �l II , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print: Seal: ;eon.%..• sad' 0'..t..-. ************************************* **************************************************** ***** ******** The foregoing instrument was acknowledged before me this 21day of Y l I , 20 1. Co ,, by DANIEL ESSIG ,who is personally k own to ap ,�...,`• as`o identification and who did take an o- ciiip , : * ����• 9 CQ:?s� �a Z NO 'YPUBLC: ��� o I 3�_; < I ti �. �, oma• � Sig jilt 4. iirli �"-,�o,-.,, salt..,... Print: ac'�!e. me or who has produced Seal. APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review 7'/- Zoning Clerk 3/30/2016 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-013-0630 Property Address: 196 NE 105 ST Miami Shores, FL 33138-2033 Owner WILLIAM F HULME III IONNA KONIDARI Mailing Address 196 NE 105 ST MIAMI SHORES, FL 33138 USA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 5/4/0 Floors 1 Living Units 1 Actual Area 2,574 Sq.Ft Living Area 2,249 Sq.Ft Adjusted Area 2,411 Sq.Ft Lot Size 13,819 Sq.Ft Year Built 1940 Assessment Information Year 2015 2014 2013 Land Value $245,272 $231,288 $131,242 Building Value $97,139 $163,466 $163,466 XF Value $1,053 $1,055 $1,057 Market Value $343,464 $395,809 $295,765 Assessed Value $343,464 $159,215 $156,863 Benefits information Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $50,000 $236,594 $138,902 Homestead Exemption $106,863 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 5 PB 10-47 LOTS 1 & 2 BLK 121 LOT SIZE 106.300 X 130 OR 17462-1514 1296 1 COC 22471-4527 06 2004 4 Generated On : 3/30/2016 Taxable Value Information Prev Sale 2015 2014 2013 County Exemption Value $0 $50,000 $50,000 Taxable Value $343,464 $109,215 $106,863 School Board Exemption Value $0 $25,000 $25,000 Taxable Value $343,464 $134,215 $131,863 City Exemption Value $0 $50,000 $50,000 Taxable Value $343,464 $109,215 $106,863 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $343,464 $109,215 $106,863 Sales Information Prev Sale Price OR Book- Page Qualification Description $385,000 0502/27/2014 292 46 Qual by exam of deed 06/01/2004 $0 22471- 4527 Sales which are disqualified as a result of examination of the deed 12/01/1996 $129,000 17462 -Sales 1514 which are qualified ct 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: Wayne M. Bennett 265 South Federal Highway Suite 109 Deerfield Beach, FL 33441 Monday, June 06, 2016 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Re: Permit NumbeP-4-16-1145 Name: Hulme Residence Address: 196 NE 105`", MS Contractor: Essig Pools Inspection: Soil Bearing To Whom It May Concern, I was retained by the Contractor regarding the soil bearing of the ground located at the pool and associated areas. During the excavation of the pool, a visual observation of the site was made of a sand rock mix. In accordance with FBC 5th Edition Residential Table R401.4.1., the pool foundation has been designed assuming 2,000 psf soil bearing capacity as there is a sand rock mix. It is my professional judgement and professional opinion, given the observation of a sand rock mix, that the ground will provide the required minimum soil bearing of 2000 psf, which is capable of supporting the swimming pool and associated deck, if any, per the referenced FBC Table above. If there are any questions, please contact me. Sincerely, Wayne Markham nnett, P.E. toliiiiiiffee 1•11AKHAM 4410. • 3r: No 57216 A * • or . * . •V. .CC :13'. STATE OF ' »� 1♦0.. lr F ♦'',SS/ONs%c Professional Engineer • PE 57216 wmbennettpe@gmail.com (954) 818-3825 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-273606 Permit Number: BPP -4-16-1145 Inspection Date: December 22, 2016 Inspector: Dacquisto, David Owner: IOANNA KONIDARI, WILLIAM F HULME 111 Job Address:196 NE 105 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: ESSIG POOLS INC Permit Type: Pools/Whirlpools/Hot Tubs Inspection Type: Survey Final Work Classification: New Phone Number Parcel Number 1121360130630 Phone: 305-949-0000 Building Department Comments NEW SWIMMING POOL AND PAVER DECK. Infractio Passed Comments INSPECTOR COMMENTS False 9 Inspector Comments Passed I» /G 4_ Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled re -inspection fee is paid. until For Inspections please call: (305)762-4949 December 22, 2016 Page 1 of 1 1355 N.W. 97th AVE SUITE 200 MIA,NI, FLORIDA 33172 TELEPHONE: (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: AL. DAM t5ot - 6 BLOCK - 121 uruPjurs» SURVEY No. 14-0000259-3 LAND SURVEYORS— M� Miami Shores Village SHEET No. BOUNDARYrSURVEY BY W (4 ^ 1 S OVERHEAD F.I.P 3/4',1 NO CAP/ 10.10' N 0 0 m ON PL. 10.11' �1 q 30 M �Lr 0) 0I :_r7-:rBRICK:I L �DRIV I 1 I 1� EL CrrTRIC 18100 7 I V =7-5 6.30'1 1C 70 0) 10.17' 12.35' 28.20' re - 0 SCALE = 1" = 20' 7ONINa DEPT �DG DEPT Y'(N. 106.26' LOT -2 BLOCK - 121 GARAGE ELEV.=10.50' 16.20' I r_ `�-BRICK r _� 11.79 10.20 36.15' ONE StORY RES. 196 of 6.15' 12.47' ON PL. 19.40' 17.00 POOL 0 0 N 0 N t0 0) CO 9.83 0 10:281: 10.65 NC N N F.F.E.=12.50' 29.70' DATE 2 OF 2 TOTAL RAN ;IJ`L1 CT TO COMPLIANCE WITH A _L FEDERAL TAI( AND COUNTY RULES AND F DILATIONS 9'"AAPHE\LT 0) 1) 0; N 2.75' 2.65' h 0; N F.I.P; 3314• NO CAP X 9.2\ 10.10 31.80' • • • • w CONC. WALK • 10.63 10.37 • x • • • • • 9.70 • LOT -1 BLOCK - 121 31.89' U )•. • �.• • • 37.50' 10.-42` • • • •N • • N • •• • • • • • • •• •• •• • • • • • •• • •• •• • •• • • • • • • • • •• • • • • • •••9.92, • •• • x •••• • • • •• • POOL PUMP 9.88 • Nt T.B.M.EL.=9.23' F.I.P 3/4" NO CAP 9.8' CONC. SWK 106.26' - F.N. NO ID. 9.72 F. NO D. x: C') 0 0) 37.50' rF= • • • • • • •. •••k• fop •• •'4St,.., 10.15 B.C. F.I.P 3/4" NO CAP 2' C.&G. s 10^55 10:32......, R=25.00' L=39.03' Tan„Z4:76 o A=89,126 0" !t Chf18, ». 2th T .r, • _ 7," �.. 56 ASPHALT .,� , 17'1 , PVMT:. SURVEYOR'S=NOTE: A) Brick. PaverReturnEncroachtng onto Right-of-way on 8u So ithwest side of Prggerty. B).Overhedd Utility Lrn ;Fncrgaahuig onto Sub;Tact Propertyr on the Sor tliwest side of Pr'oper'ty' W �• W Q 0.6\4 1 -- SURVEYOR'S NOTE: • There may be Easements recorded in the Public Records not shown on this Survey. 1355 NW 97TH AVE, SUITE 200 MIAMI, FL 33172 TELEPHONE: (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: A.A. Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 14-0000259-3 s SHEET NO 1 OF 2 SURVEY OF LOT 1-2, BLOCK 121, OF AMENDED PLAT OF SECTION NO.5 OF MIAMI SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 47, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 196 NE 105 ST, MIAMI SHORES, FL 33138 FOR: WILLIAM HULME LOCATION SKETCH Scale 1" = NT.S. E 670.1b' SUBJECT PROPERTY` 1 105 1/ Iv, �. 1 A I' 20 1 21 22 A 23 TK • 1334.25' so . ,A9 44 8 �. 1 A 4 e1 5 h 4 _ 3 _ SoIsla 2 STAE E.T ase Nit a ra - 11 11-V 9 8 _ Z 4 e `n NIS Ib 1'i «3 19 20 2l 22 Z3r4 S•i -• -• 0/ - . • So 5223% STAE E.T ase Nit a ra - 11 . +0 9 8 _ Z 4 e 6 17 so - -- .. .. •.. •.. Ss szo% • 8 1 4 5 4 3 a yro 0/ N t .4 A • • • • . •. • • • •• • • • .Q. • • • •• •D ABeVIATION AND MEANING •••• •• aNCee4)14 CONDITI R PqD • • AE. = ANCHOR EASEMENT F*= ALUMINIUM RO8F • SSI WMINIUM SED • • ASPH. = ASPHALT CK CORNER • • • = WARD CQIyJjY RECORDS B.M. = BENCH MARK • • B .O.B. = BASIS OF BeARIIJGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK •:ISP. = FEDERAL NATIONAL INSURANCE • •• PROGRAM IN.&EG. = INGRESS AND EGRESS • • EASEMENT L.F•E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L�. = LIGHT POLE • • • M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOTA PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE 0. H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL.= PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM =PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE = CENTRAL ANGLE • = CENTER LINE • = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"1: - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX: 120652 0302 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: N/A. CERTIFIED TO: WILLIAM HULME LEGEND TYPICAL -OH- OVERHEAD UTILITY LINES CBS = WALL (CBW) -K-1E C.L.F. = CHAIN LINK FENCE -0-0- --rr-rr I.F. = IRON FENCE W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS ISA SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. ATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON REVISED ON: SURVEYOR'S SEAL N Ili W IINI:IL E ,Il.4 oe s y 0 IL J! S S Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at •••. 1,=1 6.. 1�.� fit- Miami Shores, FL, find. hereby • •••• • affirm that one of the following methods will be used to meet the requirements of Chapter 515•, •• • • • Florida Statues and the Florida Building Code R4101.17. •' Please initial the method(s) to be used: • •••• • . The pool will be equipped with an approved safety pool cover that comp lies with'RSTISl F1346-91. (Submit Manufacturer's Specifications). •' • • A continuous, one-piece (child) barrier meeting the requirements of Florida Buildng Cole 01.17.1.15 will protect the pool perimeter. The plans shall show the fence location and metlippol: a� achment, 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 t he pool perimeter. The plans must specify t he type and location of all non dwelling walls. Florida Building Code, R4101.17.1 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, R4101.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54° above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all openings, and the hardware type for each location. (Submit Manufacturer's Specifications). In accordance with the Code, the pool may not be filled with water 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 ., an d 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/ag an the prirr c ntractor.`` ow,o... CONTRACTOR'S 1ATURE AND DATE DANIEL ES IG OWNER'S SIGNATURE AND DATE • • • :.� :. $eptem6Ps.; `9 ARY PU Pool Guard Installation Specifications Pool Guard pool safety fence installation procedures follow all applications as outlined in the 2010 Florida Building Code. 1. Pool Guard pool safety fence meets the 2010 FBC requirements and comes with an ASTM certificate as outlined fu.F1 C ••••. . 4101.17.1.15 •••• • 2. The pool safety fence is installed into the pool deck.or adjacent areas leaving not more than 2" from the bottom agt pooi•fence to the deck/ground as outlined in FBC 4101.17.1!1.• : • • . • .• 3. Connections in the sections of the pool safety fence or attahthents to walls, screened enclosures, exterior fencing or to the fence itself shall not be a distance greater than to pass through a 4" sphere as outlined in FBC 4101.17.1.2. 4. Any self-closing gate that is added to the pool safety fence shall have a self-closing latch that is at least 54" above the ground at the point of opening and the gate shall open out away from the swimming pool as outlined in FBC 4101.17.1.8 5. The pool safety fence shall be installed no closer than 20" from the edge of the water on the swimming pool at any measurable point of the pool fence including angles and corners and the barrier shall have at least one post secured to the pool deck so that the removal of the pool barrier requires tools as outlined in FBC 4101.17.1.13. 6. The pool safety fence shall be held in place using non-conductive sleeves as outlined in FBC 4101.17.1.15. 7. Pool Guard pool safety fence installations are installed following all safety procedures as outlined in the Pool Guard workman's comp safety program. . • ACCREDITED MIAMI Dl COUNTY €LA , DBS CRy C LA$O AT R wwaTOlA CONSTRUCTION MATERIALS TECHNOLOGIES LABORATORY TEST REPORT Client: Pool Guard Manufacturing, Inc. 11575 47tt' Street N Clearwater, FL 33762 Attention: Mike Corkery • • • . • •• • • •••• •••• • • •••• •••• • •••• •• • Material: Pool Fence Manufacturer: Pool Guard lifIcturing4Iris . Date Received: April 20 & May 16, 2012 Source: Pool Guard IUIernEtfactudrib, 1riG' PRI Project No.: PGM -001-02-01 Dates Tested: April 20 — M>ay•L''I'012 ' Purpose: Test Methods: • • • • • Evaluate Pool Guard's Pool Fence for compliance with the Florida Buildi,i •fsode, 5th Edition (2014), Residential. Evaluation and testing was conducted in accordance with Florida Building Code, 5th Edition (2014), Residential Sections R4501.17.1.15, ASTM D3787 - 01 Standard Test Method for Bursting Strength of Textiles -Constant -Rate -of -Traverse (CRT) 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. PGM -001-02-01.2 PRI -CMT Accreditations: IAS TL -189; Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the clients permission. This report shall not be reproduced except in full without the written 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 Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting@pricmt.com WebSite: http://www.pricmt.com Pool Guard Manufacturing, Inc. Pool Fence Page 2 of 4 Results of Testing: Property Fence Posts Test Method Results Requirement Horizontal Loading, (Ibf) Ultimate load; 3 specimens; 36" moment arm; 4" embedment into substrate; Test at 73.4±3.6°F & 50±5%RH; Rate = 10 in./min 2010 FBC R4101.17.1.15 58 z 52 Fence Mesh ••••• . .•.. Tensile Strength, (Ibf) 5 specimens each direction; 4" x 6" Test @ 73.4±3.6°F and 50±2% RH Rate = 12±0.5 in./min ASTM D 5034 III ' • •• •• • • • • 4••• Warp 232 •• • '• •••' Z 10Q • • Fill 140 ••;••; aiop•• • •• • Burst Strength, (Ibf) 5 specimens; 5" x 5" Test @ 73.4±3.6°F and 50±2% RH 1" Steel Ball; 1-3/4" Ring; Rate = 12±0.5 in./min ASTM D 3787 252 •• • • •• ' •• 2 150 ' • •' • • 1/4" Sphere Penetration, (Pass/Fail) 5 specimens Test @ 73.4±3.6°F and 50±2% RH Pass • •• No deformation ow* that 1/4" rountlbbjeet can penetrate mesh Weatherability, (Pass/Fail) 3 specimens; 4" x 6" 1,200h of UV/Condensate Weathering ASTM G 53/ G 154 Pass The mesh shall have a descriptive rating of no less than "trace discoloration" or "slight discoloration" PGM -001-02-01.2 PRI -CMT Accreditations: IAS TL -189; Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written 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 Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting@pricmt.com WebSite: http://www.pricmt.com 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 3`d party quality assurance entity. The results and interpretation of testing are representative of the material supplied by the client. Signed: Date: A,c,s, . .. : ..... vi., 0, .rL, �ir... •�i►v G • A02, '...-1( tii. ary R. ': Florida -e• s • '�il�' Profess�pnal€ngineer W = LU .E. umber. 74¢244 O .. r. ▪ �.c p, -t E T.: ' 2 s,,�0. 0" 1 t 5 -Pat'. :„..•,..P i 0 9'.?..<<,..V.. SS 10 �t � Report Issue History: Issue # 1 Date 1 Pages 1 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 PGM -001-02-01.2 PRI -CMT Accreditations: IAS TL -189; Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written 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 Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting©pricmtcom WebSite: http://www.pricmt.com Pool Guard Manufacturing, Inc. P001 Fence Page 4 of 4 Fence mesh datasheet provided by Client: Technical Bulletin Item Number: Product Description: A Leno weave fabric using .025" dia. vinyl -coated 1000 den. polyester core ya�rk in the warp and fill. T45 DBS CORPORATION Appendix A 1/26/2005 .... .... . . • • .... . • . Attribute ASTM Warp Fill.••••. Tgp&cal. . • Construction, endfinch D3775-96 10.0 7.0• . Weight, oz/yd2 D3776-96 — • ..f.2 • . Tensile Strength (grab), lbf D5034-95 322.9 22.1.4.� . • Tensile Strength (strip), lbf D5035-95 142.9 121.9. Tear Strength, (Trapezodial), lbf D1117-97 66.1 38.2 Elongation, % D5035-95 26.5 23.7 Abrasion Resistance D3884-92 No exposure of core yam (CS10/500 cycles/ with no added weight) Ball Burst, lbf D3787-89 198.0 Flammability Rating CS -191-53 & CA 117E Weatherability, 1200 hours G53-96 No discoloration Mildew Resistance G21-96 No growth Openness Factor, ck Mathematical method The above results are a representative of real data from single test samples. END OF REPORT 61.88 PGM -001-02-01.2 PRI -CMT Accreditations: IAS TL -189; Miami -Dade 11-0429.05; Florida TST5878; Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written 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 Construction Materials Technologies, LLC. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail materialstesting@pricmt.com WebSite: http://www.pricmt.com Date Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION lZ l I CP. Miami Shores Village Building & Zoning Department Attention: Building Official ... . • . .... • .. .. • .... • .... • • ..• .. • • .. •. • • . . .. .. .. •. • • • .. . • . .. • • . ... • .... I certify that I am the legal owner of the property described as iUll otryoLtQr s f'f? to — 4-7 L 5 I 2- ,6I K I211ocated at ( `t ktr In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: •••• • •••• WHEREAS, the undersigned 1/V 1 1 1 i 1.-,., 1 -id ,-.--,--c.._ is re • the fee • • • • • • simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: • •••• 1 9c.. N4'E 10 -- •••• .. • • Address:• • .... •• •• Whereas, the undersigned owner(s) -1 1 1 L-'1‘ '"" ‘41--' 1 ^—I • • • •• • • • desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agre : .sf oIII ws: ' • �' • • • '. I. That the property will not be used in violation of any ordinances of Miami Shores Village or?liami-Dude ' • County now in effect or hereinafter enacted. • •• • • II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pdbtwhe?e the •• • • • • • • • required enclosure is not on the subject property where the pool is located. • • • III. That if any of our adjoining neighbors remove any portion of their 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 1 1 (i �t.,r . .—,•� -L_ 1 Hereby Certify that on this day personally appeared before me (^^ — and has produced ID # as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. OWNER SING & PRINT SWORN TO AND SUBSCRIBED before m�pnthis •riy of NI :yo?:'��MQ Septa *ps : . (Revised 05/2209 =� .? �6 `o mv 11;•7;flit **- <<s�FFCORION•. ' .. 20 l / 0'A°7 N'=''� 'T' OF FLORIDA STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Village Building Department SURVEY AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.•892 • The undersigned Affiant, 1 -r— , does hereby attest that (Property owner) y The attached survey, performed by �/ VCA._—.1 1 �g (Name of surveyor's company) For address: f �P 1 Performed on2 1 o 114' •. • • • • • • •• • ••••• • • • .•• • •••• •••• • • ••• •• •• • • • • • • •• •• • • • • • .• • • • • • • • • • • �L— (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 Tess 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 \qcoryc----i'l Property Owner Print Name SWORN TO AND,SUBSCRIBED before me this day of Z L L Affiant is '� personally known to me, prodiicffi® ptem "•-•o � ':• $efe6 i 2 Z m F12F FLO%9;:.; : 55-12 MW. 7th STREET SUITE 202 FLORIDA 33126 TELEPHONE: (.305) 264-2660 FAX: (305) 264-0229 DRAWN BY: AL. A7.riva &.,Itrurrgars 3Jnr. LOT- 6 BLOCK - /21 U.P. OVERHEAD g\ A 0 LAND SURVEYORS BOUNDARY SURVEY SCALE =1- 20' o•I SURVEY No. 14-0000259-1 SHEET No. 2 OF 2 75.00' TOTAL RAN • • •••• • e••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • *AI • • • •• • • • • • D. 37.50' SURVEYOR'S NOTE: • There may be Easements recorded in the Public Records not shown on this Survey. • The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes. s02 N.W. 7TH STREET. SUITE 202 MIAMI, FL 33126 TELEPHONE 1305)2842660 FAX: (305) 264-0229 DRAWN BY: A.A. .lova Surveyors, Inc. LAND SURVEYORS SURVEY NO 140000259-1 SHEET NO 1 OF 2 SURVEY OF LOT 1-2, BLOCK 121, OF AMENDED PLAT OF SECTION NO.5 OF MIAMI SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 47, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 196 NE 105 ST, MIAMI SHORES, FL 33138 FOR: IONNA KONIDARI & WILLIAM HULME ,III LOCATION SKETCH scale 1" _ NT.S. ERIE 1C°l So X19 8 4 334.2$' 3 2 i I MIS N It, 11 f=' .e 1 1ct ?.0 ZI ,. i. Z2 23°% 1► so 1520 A9 a 1 4 5 4 3 a IA N F4 - 4 4 IA I L;K• to '9.66 Z b• • •• • •••: • i• • ABBREVIATION AND MEANING A=ARC NC = AIR CONDITIONER PAD A. = ANCHOR EASEMENT NR = ALUMINIUM ROOF AIS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C - CALCULATED C.B. = CATCH BASIN C.8.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.LF. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT O.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.O. = FOUND NAIL & DISK FNIP, = FEDERAL NATIONAL INSURANCE PROGRAM IN,&EG. = INGRESS AND EGRESS EASEMENT LF.E. = LOWEST FLOOR ELEVATION L.M.E. LAKE MAINTENANCE EASEMENT LP. = UGHT POLE M. = MEASURED DISTANCE H1H = MANHOLE NAP. = NOTA PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE 0.H.L = OVERHEAD UTILITY LINES 0.R.8. = OFFICIAL RECORD BOOK 018 = OFFSET OVH, = OVERHANG P.B. = PLAT 800K P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND, CURVE pt... PLANTER P.LS. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S,. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY=PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE RP. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAM = RIGHT-OF-WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. 06044 SINK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE I,1 = CENTRAL ANGLE C = CENTER UNE 41 = MONUMENT UNE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY rSURVEY=i - THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY LS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY. AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD. ANO LEGAL DESCRIPTIONS PROVIDED 8Y CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A ORAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND t OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS OTHERWISE SHOWN, - THE TERM "ENCROACHMENT MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS, - ARCHITECT$ SHALL VERIFY ZONING REGULATIONS. RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS. UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY, - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.MA - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX:120652'0302 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: N/A. CERTIFIED TO: IONNA KONIDARI & WILLIAM HULME ,II1 LEGEND TYPICAL —ON— OVERHEAD UTILITY LINES C.B.S. = WALL fCBW) -.w—w C.L.F. = CHAIN LINK FENCE -0--0- I.F, = IRON FENCE -✓r-yr W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. 8Y SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT. THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP MAPS. 2) THIS ISA SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. BMe ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION 1 HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17.6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472,027. FLORIDA STATUTES. BY: (7--/e-gt GEORGE IEARRA (DATE OF FIELD WO PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL E • 55 J2'N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: AL. can bt u jtrrz Jnr LAND SURVEYORS SURVEY No. 14-0000259-1 SHEET No. 2 OF 2 LOT- 6 BLOCK - 121 U.P. OVERHEAD k an 0 - BOUNDARY SURVEY SCALE =1'-- 20• a 75.00' TOTAL RNV F • 1 •:• 1.j •' 0 It Q. rick?PaVKr; warhead Utile ern' Chin#`,.t? me Encroathrng onto >SuJrjecl: e Sourliwast srdc n .h'ftj7t fi �� . :on the:SorrthweO,N SURVEYORS NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. • The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposos.