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FW-13-2492Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 202419 Permit Number: FW -11 -13 -2492 Scheduled Inspection Date: January 03, 2014 Inspector: Rodriguez, Jorge Owner: SHIMKO, DAVID Job Address: 524 NE 106 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Fence/Wall Inspection Type: Final Work Classification: Wood Fence Phone Number (786)236 -8665 Parcel Number 1122310140210 Contractor: ULTRA FENCE INC Phone: (305)592 -4578 comments CHAINLINK FENCE 5 "HIGH AND WOOD FENCE 5" HIGH I ' -w__ GATES INSPECTOR COMMENTS False January 02, 2014 For Inspections please call: (305)762 -4949 Page 8 of 20 Inspector Comments Passed Ell Failed Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 02, 2014 For Inspections please call: (305)762 -4949 Page 8 of 20 Miami Shores Village Building Department NOV p 4 2013 Q 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 _ INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No/---W/-3 /-3 Permit Type: BUILDING ROOFING JOB ADDRESS: r�p QL4 % t✓ I �-6- City: Miami Shores County: Miami Dade Zip: �5?=, i Folio/Parcel #: n I -I r) I M- j D Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder) v��- �i° �� �%, I .-Yi�� Phone #: %�tol 2,� ° � CIS— OWNER: N-AC QCOS i R City: javn I L State: --zip: B r— Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: f "1°"(n -tom n C � ) Address: 7941 � D City: tA to rn I State: r 1 Zip: ( Qualifier Name: 0 2 a)C I C:' Y-Y- Phone #: State Certification or Registration #: Certificate of Competency #: , C) �s OL'1-0- Contact Phone #: Email Address: DESIGNER: Architect/Engineer. Phone #: Value of Work for this Permit: $ d �°-� a Square/Linear Footage of Work: Type of Work: UAddition OAlteration ONew OY PRepair/Replace ODemolition Description of Work: V-- -�fa_ nc-'o— 'cF ti a C4-)C Color thru tile: Submittal Fee $ Permit Fee $ CCF Scanning Fee $ Notary Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ . I.-ILI Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 t sence of such posted notice, the inspection will not be apprfived and a reinspection fee will be charged. Signatur " �� Signature =was The foregoing instrument was acknowledged befor me this 1 The foregefore me ' day of � - 20 i by `�J tj -i day of O who i personallyw� Mme or who has produced who is pe tsnally known me or who has produced .� - As identification and who did take an oath. NOTARY PUBLIC: P'ny P&'0,s� ANA M. TORRES NOMW Putt —Stftof Florida Sign: * - Print: ''�F o� °:' Commission # EE 110471 ++ Boaded I hrough a ona o ary Assn My Commission Exp APPROVED BY I % '' / �1/ Plans Examiner Structural Review as identification and who did take an oath. NOTARY PUBLIC: Sign: ++++ ANA M. TORRES Print: °.o��`Y POe - State of Florida * My Comm. Jul 7.2015 My Co es6ommissioa # 171 Bonded Through National Noid., (Revised 5/2!2012 )(Revised 3/12/2012) )(Revised 06 /10 /2009XRevised 3/15/09 )(Revised 7/10/2007) AZoning Clerk Tax Folb Number. W204N-M Ift jh0w=Wpqwvd by Joseph C. 1Jr. low Blvd. sube 620 b iemui,Nwift33161 Remd and Return 10: INUMMUNIMINEIRMI CFN 201380822079 OR Bk 28864 Pas 0473 - 4751 tap's) RECORD 10/16/2013 14211145 DEED DOC TAX 2rl".00 HIM� � T I -A CTr FLORIDA Lot 9, Block 119, ofMIAMI SHORES SECTION FIVE, *carding to the Plat them as recorded In PLrt Book 10, Page 47 of the Public Records of Miami -Dade C=*, Flores. more commonly known am 524 NE 106'" Street, Miami Sham„ FL 33138. SWjECTTO. 1. Taxes for the current and subsequent years. 2. Conditions, ratticdom reservations, easenmis and lindtattons and ordina:uea, if any, but no to rdw4xw same. TOGEIM with all the teneromits, hereditament and appuftnances ftweto, belonging or in any wise appeth daing. TO HAVE AND TO HOLD, the saw in fee simple fo ewer. AND the Grantor hereby wvenards with said Grantee that the Cznbor is lawfully seed of said larA in fee WWAple; that the Grantor 1108 good right and lawful aruthority to sell and anvey said land; tint the Gnmtor hereby fnliy waztwo the We to said land and will defend the some against tin lawful claims of all paw whomsoever; and that said land is free of all emunibreetwes. "'G nW, and "Gnome" are used for W ooft at phual, as con= roqui m �dals ofselters) Book28869 /Page473 CFN#20130822079 Page 1 of 3 PERMIT # I� CONTRACTOR: SUBMITTAL DATE: ADDRESS: 5a? / A)( -- ltl,)-6 NAME: / a t1l'a �i 1 / IGO RESUBMITAL DATES: PROJECT TYPE: _' xr FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRS/DERM PLUMBING NOC MECHANICAL ISLOG STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SURVEY AFFIDAVIT The undersigned Affiant i, "'j L'S�l I /h l -o , does hereby attest that (Property owner) The attached survey, performed by6, :1ca� nr �� C��C'a ury iftl City`& q (Name of survey_or's company) For address: Performed on 10 Y G (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 aff"al inspections as applicable to this or other permits. say ath naught Wild GoC h(kW1 (-':> Property er Sign re Property Owner Print Name SWORN SUBSCRIBED before me this day of 004 . Affiant is rsona -lati to me, _produced as identification. Notary Raised on 512212008! Revised on 6112108 , �.,���� ANA M. TORRES Notary Public -State of Florida •= My Comm. Expires Jul 7. 2015 aqr o;= Commission # EE 110471 „,`,:�� Bonded Through National Notary Assn. PIN t Miami Shores Village NOV 04 2013 r 0� ..ihidow Box k Vertical Picket o Board on Board May 2009 4x4 Post Spacing Fences <= 5' high posts spaced at Yon center maximum Fences <= 4' high posts spaced at 6" on center maximum Fence must not exceed Yin height No less than two fasteners in any connection 7x pickets fastened with two corrosion resistant fasteners per connection 2x4 horizontal pressure treated wood members with two corrosion resistant fasteners A Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHAIN LINK FENCE DESIGN DETAIL (ACCORDING TO THE F.B.C. SECTION R4408.11) TABLE R4408.11 CHAIN LINK FENCE MINIMUM REQUEREMENTS . Fence Terminal Post Line Post Dimensions Terminal Post Line Post Concrete Height (ft) Dimensions (in inches) Concrete Foundation Size (in Inches) (o.d. X wall thickness) Foundation Size (diameter X depth) (o.d. X wall thickness) (diameter X depth) (in Inches) in inches Up to 4 2 3/8 x 0.042 15/8 x 0.047 10 x 24 1 8 x 24 Over 4 to 5 2 3/8 x 0.042 1 17/8 x 0.055 10 x 24 8 x 24 For SI:1 inch = 25.4 mm. , NOTES: 1. This table is applicable only to fences with unrestricted airflow. 2. Fabric: 12 % gauge minimum. 3. Tension bands: Use one less than the height of the fence in feet evenly spaced. 4. Fabric Ties: Must minimum the same gauge of the fabric. 5. Fabric Tie Spacing on the Top Rail: Five ties between posts evenly spaced. 6. Fabric Tie Spacing on Line Posts: One less than height of the fence in feet, evenly spaced. 7. Either top rail or top tension Wre shall be used. 8. Braces must be used at Terminal Posts if top tension ware is used instead of Top Rail. 9. Post Spacing: 10 foot (3m) on center maximum. 10. Post shaft be embedded to within 6 inches (152 mm) from bottom of the foundation. 11. In order to follow the contour of the land, the bottom of the fence may dear the contour of the ground by up to 5 inch (127 mm) without increasing table values to the next higher IimiL NOTICE TO PROPERTIES 1MTH POOLS: If the fence Is to meet the criteria as a pool barrier, the fence shall not be climbable and all rails must be placed facing the inside of the property. Pedestrian gates shall have self- closing and latching devices installed at the minimum of 64° above ground. For further details see Section R44013.1 of FBC. CONCURRED Created on fi/2i12009 QDV 0112 PLL 7TH- STREET, SUITE 2o2 13- 0001114 -1 TEiJi�NON F 1 '�'� �1(ova Surveyors, Inc. SURVEY NO E: (305)184.2860 FAX - (305)16"229 'DRAWN BY: LAND SURVEYORS SHEET NO 1 OF 2 SURVEY OF LOT 9, BLOCK 110, OF MIAMI SHORES SECTION FIVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 47, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 524 NE 106 ST, MIAMI SHORES, FL 33138 FOR: DAVID ERIC SHIMKO LOCATION SKETCH Scale 1 "= NT.S. b ti W Co'e. of Fa,E -yA °f S►WYA -°f Sec - 31- SZ -4;L, bj � 1 O 7 slit- v S T R E�_E T it li w g : • rie 12 c x s a alai if M r. i3 i4 15 11,106 17 i8 '4 >:0 1e;i z2 123 13 14 7 is �9 ai ta, a A t 19 1 P- N. 106114 SVeyECT c�3•£ s c PROPERTY so E �. T Sa .. 1 .. .. it 11 i 0 8 T (r S 4 >t )♦ 11S t6 �= is f9 l o t i tat I as . .. jild r + S 's � M r F `TI irk C= CALCULATED NGVD = NATIONAL GEODETIC VERTICAL TWP a TOWNSHIP C.B. = CATCH BASIN DATUM I.I.E. a'19TI ITY EMENT_, , C.B.W. = CONCRETE BLOCK WALL N.T.S. - NOT TO SCALE U.P. - UTILITY POLE CH = CHORD OAL = OVERHEAD UTILITY LINES W.M. a WATER METER CH.B. = CHORD BEARING O.R.B. a OFFICIAL RECORD BOOK W.R. a WOOD ROOF CL = CLEAR O/S a OFFSET . W.S. - WOOD SHED C.L.F. = CHAIN LINK FENCE OVH. = OVERHANG ek a ANGLE C.M.E. a CANAL MAINTENANCE P.B. = PLAT BOOK EASEMENTS' P.C. = POINT OF CURVE A -CENTRAL ANGLE CONC. :CONCRETE P.C.C. = POINT OF COMPOUND CURVE ¢ -CENTER LINE C.P. = CONCRETE PORCH PL = PLANTER C.S. = CONCRETE SLAB P.L.S. - PROFESSIONAL LAND It -MONUMENT LINE D.E. = DRAINAGE EASEMENT SURVEYOR D.M.E. = DRAINAGE MAINTENANCE P.O.B.. a POINT OF BEGINNING EASEMENTS P.O.C.. a POINT OF COMMENCEMENT DRIVE = DRIVEWAY P.P. a POWER POLE • ENCR. a ENCROACHMENT P.P.S., a POOL PUMP SLAB E.T.P. a ELECTRIC TRANSFORMER PAD P.R.C. = POINT OF REVERSE CURVE F.F.E. a FINISHED FLOOR ELEVATION PRM = PERMANENT REFERENCE F.H. a FIRE HYDRANT MONUMENT F.I.P. a FOUND IRON PIPE PT, a POINT OF TANGENCY F.I.R. - FOUND IRON ROD PVMT. a PAVEMENT F.N. a FOUND NAIL PWY a PARKWAY F.N.D. a FOUND NAIL 8 DISK R. a RECORD DISTANCE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"o- - 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 ISlUSJECT 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.MA - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANELISUFFM 120552 0305 L DATE OF FIRM: 061111009 BASE FLOOD ELEVATION: PIA CERTIFIED TO: DAVID ERIC SHIMKO AND PABLO JAVIER LOIACONI CHRISTOPHER P KELLEY, P.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY CIRCLE MORTGAGE CORPORATION ISAOAlATIMA - SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDUW, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:75W FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAIIAI.DADE COUNTY. BMB ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATI I HEREBY CERTIFY: THAT THIS'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MWIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER B1G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY. � 6 (DATE OF FIELD WOR19 R 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: SURVEYORS SEAL 3 ABBREVIATION AND MEANING LEGEND TYPICAL A a ARC FNIP. a FEDERAL NATIONAL INSURANCE RAID. a RADIUS OF RADIAL —014— OVERHEAD UTILITY LINES AIC a AIR CONDITIONER PAD PROGRAM RGE. a RANGE AE . EASEMENT IN.BEG. a INGRESS AND EGRESS R.P. a RADIUS POINT 2= C.B.S. -WALL (COW) AIR a ALUMINIUM ROOF EASEMENT R.O.E. - ROOF OVERHANG AIS a ALUMINIUM SHED L.F.E. - LOWEST FLOOR ELEVATION EASEMENT C.L.F. a CHAIN LINK FENCE ASPH. a ASPHALT L.M.E. a LAKE MAINTENANCE EASEMENT RAY - RIGHT -OF -WAY B.C. = BLOCK CORNER L.P. = LIGHT POLE SEC. = SECTION -8-0- I.F. a IRON FENCE B.C.R. = BROWARD COUNTY RECORDS M. a MEASURED DISTANCE S.I.P. = SET IRON PIPE LB. 68044 W.F. a WOOD FENCE S.M. a BENCH MARK MIH a MANHOLE SWK = SIDEWALK B.O.B. = BASIS OF BEARINGS NAP, = NOT A PART OF T = TANGENT • 0.00 - EXISTING ELEVATIONS C= CALCULATED NGVD = NATIONAL GEODETIC VERTICAL TWP a TOWNSHIP C.B. = CATCH BASIN DATUM I.I.E. a'19TI ITY EMENT_, , C.B.W. = CONCRETE BLOCK WALL N.T.S. - NOT TO SCALE U.P. - UTILITY POLE CH = CHORD OAL = OVERHEAD UTILITY LINES W.M. a WATER METER CH.B. = CHORD BEARING O.R.B. a OFFICIAL RECORD BOOK W.R. a WOOD ROOF CL = CLEAR O/S a OFFSET . W.S. - WOOD SHED C.L.F. = CHAIN LINK FENCE OVH. = OVERHANG ek a ANGLE C.M.E. a CANAL MAINTENANCE P.B. = PLAT BOOK EASEMENTS' P.C. = POINT OF CURVE A -CENTRAL ANGLE CONC. :CONCRETE P.C.C. = POINT OF COMPOUND CURVE ¢ -CENTER LINE C.P. = CONCRETE PORCH PL = PLANTER C.S. = CONCRETE SLAB P.L.S. - PROFESSIONAL LAND It -MONUMENT LINE D.E. = DRAINAGE EASEMENT SURVEYOR D.M.E. = DRAINAGE MAINTENANCE P.O.B.. a POINT OF BEGINNING EASEMENTS P.O.C.. a POINT OF COMMENCEMENT DRIVE = DRIVEWAY P.P. a POWER POLE • ENCR. a ENCROACHMENT P.P.S., a POOL PUMP SLAB E.T.P. a ELECTRIC TRANSFORMER PAD P.R.C. = POINT OF REVERSE CURVE F.F.E. a FINISHED FLOOR ELEVATION PRM = PERMANENT REFERENCE F.H. a FIRE HYDRANT MONUMENT F.I.P. a FOUND IRON PIPE PT, a POINT OF TANGENCY F.I.R. - FOUND IRON ROD PVMT. a PAVEMENT F.N. a FOUND NAIL PWY a PARKWAY F.N.D. a FOUND NAIL 8 DISK R. a RECORD DISTANCE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"o- - 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 ISlUSJECT 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.MA - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANELISUFFM 120552 0305 L DATE OF FIRM: 061111009 BASE FLOOD ELEVATION: PIA CERTIFIED TO: DAVID ERIC SHIMKO AND PABLO JAVIER LOIACONI CHRISTOPHER P KELLEY, P.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY CIRCLE MORTGAGE CORPORATION ISAOAlATIMA - SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDUW, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY. TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:75W FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAIIAI.DADE COUNTY. BMB ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATI I HEREBY CERTIFY: THAT THIS'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MWIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER B1G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY. � 6 (DATE OF FIELD WOR19 R 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: SURVEYORS SEAL 3 4o( T -13 LOT• LOT -17 ( BOCK -110 BLOCK -1 i , ` ` BLOCK -110 SURVEYOR'S NOTE: A) WdttrAfeter Encroaching onto Siti ject Property on t heSpadmectsHeof*eproperry. B) OWVA84 UMY Lies Encroaching onto Subject Property on Ae Soudrwta sUe oj'Propw#. dia tLa PubBe Beoorde net sLuoa on this Survey. - .; ]lid roraesia s7W* b awsaft saMmain;s and dtodd not be used hr Cam ructWm pumases. _ " I 23' PWY iS0 00' .. 30.00' B.C. F.C. 1/2' RIP 1/2' NO CAP 8 33`10" Ilr NO CAP NO AP NO CAP �d •' o LIS (,len ce IL9.9if, 30.00' 6 0.30'CL ONE STORY AM RES. # 324 LOT -9 BLOCK -110 LOT -1 b A LOT - 8 BLOCK - t 1 10 BLOCK =110 N r rerer) Circe; n L s� 4' C.LF. {"� , , r ,) 18.00' 8.90' 4-10.0- ' 14.06 N L' - a 9.35 9 CIP ©- °$ 9.35 'CL g� W d� F.LP 112' ®� .. e NO CAP 4o( T -13 LOT• LOT -17 ( BOCK -110 BLOCK -1 i , ` ` BLOCK -110 SURVEYOR'S NOTE: A) WdttrAfeter Encroaching onto Siti ject Property on t heSpadmectsHeof*eproperry. B) OWVA84 UMY Lies Encroaching onto Subject Property on Ae Soudrwta sUe oj'Propw#. dia tLa PubBe Beoorde net sLuoa on this Survey. - .; ]lid roraesia s7W* b awsaft saMmain;s and dtodd not be used hr Cam ructWm pumases. _ " I