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FW-13-2355Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 202092 Permit Number: FW -10 -13 -2355 Scheduled Inspection Date: November 05, 2013 Permit Type: Fence/Wall Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Job. Address: 186 NE 109 Street Miami Shores, FL 33161- Project: <NONE> Contractor: LCN GROUP INC rsunamg uepanment comments REPLACE MAIN GATE Work Classification: Wood Fence Phone Number Parcel Number 1121360090090 INSPECTOR COMMENTS False Phone: (305)318 -2686 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 202003. CREATED AS REINSPECTION FOR INSP- 201871. CREATED AS REINSPECTION FOR INSP- 201373. No permit posted Permit must be posted outside of house Failed ❑ Gate /fence higher than 5' Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 04, 2013 For Inspections please call: (305)762 -4949 Page 19 of 40 Miami Shores Village Building Department OCT 17 2013 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972� INSPECTION'S PHONE NUMBER: (305) 762.4949 C 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: City: Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple ROOFING County: Miami Dade Zip: NO Flood Zone: City: State: �k Zip:3S00go Tenant/Lessee Name. Phone #: Email: CONTRACTOR: Company Name: 6-110 u Phone #: - Address: ? City: Stater Zip:��_ Qualifier Name: Phone #: State Certification or Registration #: 1571 el Certificate of Competency #: ,eej eA -Yl Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: ® /- Type of Work: ❑Addition DAlteration ONew epair/Replace ❑Demolition Description of Work: lZe /file, 4- c 6V k, 4-01 Ke, Color thru d1e: Submittal Fee $ 50 R Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Notary $• Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 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 r� day of , 20 !6 , by 14gW j po-j G ,C_ , who is perso_ nalknown to me or who has produced As identification and who did take an oath. Sign: My Commission Expires: APPROVED BY Signature XWF��7 Contractor The foregoing instrument was acknowledged before me this day of , 20 by d o fX qjf j-C,I4 who is personally known to me or who has produced as identification and who did take an oath. No-, JANICE AIMEE MATOS y�or MY COMMISSION #FF011193 ��•'' EXPIRES April 23, 2017 j' ( i J ] Plans Examiner Structural Review NOTARY PUBLIC: Sign: Print: MyC (Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10/2009)(Revised 3/15/09 )(Revised 7/10/2007) !Qlm Zoning Clerk PN FP MARTINEZ & MARTINEZ ENTERPRISES, INC. Business License # 7702 7179 W. 13 Avenue, Hialeah , Florida 33014 Email:plspsm @yahoo.com Cel: 786-277-4851 Wobsite:martinezandmartinez.com Property Address: J 186 NE. 109 STREET, MIAMI, FL. Lot 1, in Block 216, of " DUNNINGS MIAMI SHORES EXTENSION NO. 5 " according to the plat thereof as recorded in Plat Book 48 at Page 21 of the Public Records of Miami-Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards, is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. 8) The surveyor does not determine fence and/or wall ownership. 9) Ownership subject to OPINION OF TITLE. 10) Type of Survey: BOUNDARY SURVEY. 11) If shown, elevations are based on the National Geodetic Vertical Datum of 1929. 12) A complete list of abbreviations used in this survey are shown on the back of this sheet. 13) Survey # 13-177 14) 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: A.) IH2 PROPERTY FLORIDA LP Legend of Survey / Abbreviations A Arc Length AC Air Conditioner ADON Addition ALUM Aluminum APPROX Approximate ASPH Asphalt AVE Avenue Be Broward County BL Base Line BLDG Building SLK Block BLVD Boulevard BM Bench Mark BNDY Boundary BOTT Bottom CWE Canal Maintenance Easement C /Cale Calculated CB Catch Basin CO Chord Distance CHB Chord Bearing C/O Concrete Block C&G Curb S Gutter CL Center Line CLF Chain Link Fence CM Concrete Monument CHP Corrugated Metal Pipe CO Cleanout COL Colunm CONC Concrete CONST Construction COORD Coordinate CDR Corner COY Covered CR County Road CS Concrete Slab CT Court CULV Culvert D Deed DB Deed Book DC Dade County DCR Dade County Record DEFL Deflect or Deflection DIA Diameter DIST Distance DR Drive DRA Drainage Retention Area DE Drainage Easement DNG Drawing DWY Driveway E East ENC Encroach ELECT Electrical EL Elevation ENCL Enclosure ESMT Easement EON Edga of Water EXIST Existing FCM Found Concrete Monument FNO Found FEMA Federal Emergency Management Agency FiRM National Flood Insurance Program FF Finish Floor FFE Finish Floor Elevation FH Fire Hydrant FIP Found iron Pipe /Pin FL Flowline FN Found Nail FT Feet or Foot FE Flowage Easement GAR Garage GR Guard Rail GD Grade GNO Ground GOVT Government GPS Global Positioning System GW Guy Wire HORII Horizontal HP Hlgh Point HT Height HW Head Wall HWL High Water Line IP Iron Pipe IV Invert LME Lake Maintenance Easement L Length LP Light Pole LT Left MAINT Maintenance WAS Masonry MAX Maximum MH Man Hole M Field Measured MIN Minimum MKR Marker MN Mean MON Monument MSL Mean Sea Level N North NCO Nall G DISK NAD 83 North American Datum of 1983 NE Northeast NO Number N. Rad Not Radial NTS Not to Scale NGVD National Geodetic Vertical Datum NW Northwest NFIP National Flood Insurance Program OHC Overhead Cable ORB Official Record Book P Plat PAR Parcel PAT Patio PAV Pavement PB Plat Book PC Point of Curvature PCP Permanent Control Point PED Pedestal Ps Page Pi Point of Intersection PK Parker Kalon Nall PL Property Line PLTR Planter POO Point of Beginning PP Power Pole PRN Permanent Reference Monument PROJ Project R Record by Plat /Deed PAD Radial /Radius REF Reforence RES Residence RET Retention /Retaining RNG RP RR RD R/W S SAN SCN SCN SE SEC SEW SIP SN Sp SPEC SO FT or SF SR ST STD STA STN STRUC STY SUB SW SWK T TON TEL TEMP TDB TOP TR TRANS TWP TYP UE UGD USGS. UTIL UB V VAR VC VOL W WD WN WMN WT WV Range Radius Point Railroad Road Right -of -clay South Sanitary Set Concrete Monument Screen Southeast Section Sewer Set Iron Pipe /Pin Set Nall Screen Porch Specification Square Foot State Road Street Standard Station Store Structure Story Subdivision Southwest Sidewalk Tangent Temporary Bench Mark Telephone Temporary Top of Bank Top of Pip: Tract /Trail Transformer Township Typical Utility Easement Underground US Geological Survey Utilities Utilities Box Vertical Varies Vertical Curve Volume West Wood Water Meter Water Main Water Table Water Valve SYMBOLS A Delta Angle 0' Degrees 0' Minutes 0' Seconds ' Feet When Used in Distance. ' Inches When Used In Distance 10.0 Existing Elevation X10.0 Proposed Elevation Proposed Surface Flow 0 Set Iron Pipe or Pin with Cap +5443, unless otherwlse shown +/- More or Less Distance Not Supported by Field Measurement SKETCH OF SURVEY R SCALE: 1 " = 20' OCT 17 201` (75' TOTAL R /W. PER THIS PLAT) N E. 1 09 STREET 15' ASPH. PAVEMENT PARKWAY 5' CONC. SIDEWALK FIP. 1/2" ��o 50• NO.ID 0 CONC. N PLANTER (TYPICAL) --, 10.00' GATE -2 FIP. 1/2- se NO.ID ®� ASPH. PAVEMENT THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. a 890 9 •p Oy 15.4 � —//4 N Y N ( � w 0 U Z 19.6 14.00' ° ih CON.4 r 5' ALLEY A FIP, 1 1 /2" 1 —STORY a RESIDENCE o #186 ai- o) cfl N � 18.7 ri N Y ttt " v � .— GATE -- 7 °- p Z W 0 CONC. 10.00' 12.7 L'w� Q O N C0 Q' CONC. DRIVE GATE -2 FIP. 1/2- se NO.ID ®� ASPH. PAVEMENT THIS SURVEY MAP OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. a 890 9 •p Oy 15.4 � —//4 N Y N ( � w 0 U Z 19.6 14.00' ° ih CON.4 r 5' ALLEY A FIP, 1 1 /2" W 1- z d Z w I N w w � a d Q � CfI J Q I I-- N � W Z I I Sheet 2 of 2 a o m v o) en _ l rc Z ttt " v � -- 7 °- p Z W 0 L'w� Q O N C0 W 1- z d Z w I N w w � a d Q � CfI J Q I I-- N � W Z I I Sheet 2 of 2