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DS-13-2224Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 200288 Permit Number: DS -10 -13 -2224 Scheduled Inspection Date: December 03, 2013 Permit Type: Driveways /Sidewalks/Slabs Inspector: Rodriguez, Jorge Inspection Type: Final Owner: RODIER, ALEXANDRE & EMILIE Work Classification: New Job Address: 1009 NE 104 Street Miami Shores, FL 33138 -2655 Phone Number Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN & CONSTRUCTION INC Phone: (954)892 -8289 Iswiamg uepartment comments NEW DRIVEWAY CONCRETE BLOCKS INSPECTOR COMMENTS False December 02, 2013 For Inspections please call: (305)762 -4949 Page 10 of 40 Inspector Comments Passed X41 Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 02, 2013 For Inspections please call: (305)762 -4949 Page 10 of 40 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit e: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): tde"�`/ Phone #: �✓"H -97'' Address: 140el! /© V, City: SA62" S State: .0 a Tenant/Lessee Name: 4 44-4= Phone #: Email: OCT 02 2013 Permit No. Master Permit No.D_<� 13- d JOB ADDRESS: f92 ®g' Ae� .Gli av /o % ST City: Miami Shores County: Miami Dade Zip: 3 3 l 3 Folio/Parcel #: Is the Building Historically Designated: Yes Flood Zone: CONTRACTOR: Company Name: el–e� / Phone #: Address: ZP�&tr �1/� Gs•-� City: 00, Ag& —State: L Zip: a.3 I A/ Qualifier Name: �.o a �i�J7K t� Phone #: State Certification or Registration #:GT�ZS" /� %%D Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: j101j_)C'-_ - Phone#: Value of Work for this Permit: $ go /°sj. — Square/Linear Footage of Work: Type of Work: OAddition DAlteration ANew ORepair/Replace ODemolition Description of Work: y s ,�/.4 V' eTOAA E2 %tom oGkS Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) /1l 0,4" Bonding Company'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 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 he 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. _ Sign;regoingg e Signature � Owner or Agent Contractor The instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 0 C-7-Z, 2041, by A0,5 ;e4 /;-+ d9^' , day of C7- V-1 , 20 45 by • .e` er/32 44�, who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: - Print: My Commission Expires: APPROVED BY / Ana Elizabeth Raiszadeh COMMISSION#DD895323 EXPIRES: SEP. 22, 2013 WWW"ONNoTARY..com L, (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Plans Examiner Structural Review identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires tna Elizabeth Raiszadeh C ti r61 P + # DD855323 EXPIRES: SEP. 22, 2013 WWW.AARONNOTARY.com Clerk FND. DRILL FORM BOARD B/SCAYNE CANAL IMPROVEMENTS NOT SHOWN S89-46""-E(" S89 °5842`E(M F.I.R. 1 /2'" NO ID Z.Z6' O/S SOUTH 133.61(M) 134.87'(8) aav w w npy w.Iq Iry S9V00VM(Al) 43.20'(Af) LOT /Z BLOCK Z *SURVEYOR'S NOTE: ` SURVEY LAYOUT AND SURVEY WORK BASED UPON BOUNDARY SURVEY ° PERFORMED BYATLANTIC COAST SURVEYING, INC, DATED 05-30 -2012. SUFFIX: L 1 E Fri 1009 NORTHEAST 104th STREET MIAMI SHORES, FLORIDA 33138 1 TRUE CORNER - IN WATER IND. DRILL HOLE 0.47' O/S SOUTH LOT X BLOCK I C1(C) C1(R) 8--35.00' R=35.00' L =27.85' �d O C7 T=14.71' 11=14.71' A= 45°3549` A=45°3577' CH=27.12' CH=27.12' CHB=S22°49'359N CHB=S22°48`16'W BM BENCHMARK FLA FOUND IRON ROD C.B. CATCH84SIN FND. FOUND CBS CONCRETE BLOCK STRUCTURE LP. LIGHTPOLE CH9 CHORD BEARING LB LICENSED BUSINESS �< U J CHORD DISTANCE LS LAND SURVEYOR COR CORNER NGVD NA77OW GEODETIC VERICALDATUM rc rc COURT NO ID. NOTIDENTIFIABLE c CENTERLINE NO. NUMBER IL ti CLEAR N7S NOT TO SCALE CONC. CONCRETE O.R.B OFRC14L RECORD BOOK C.O. CLEAN OUT OAWL ONPROPERTYLINE E.B. ELECTRIC BOX O.U.L OVERHEADU7XITYUNES ELEV ELEVAT70N P.C. POINTOFCURVATURE SYCR �W y� Lu a- U ? � O P.C.P. PERMANENTCONTROLPOINT F.F. FINISHFLOOR ® -y 0 (D o ® i) L U�1 d ® [� Q -° < N m cn cn FORM BOARD B/SCAYNE CANAL IMPROVEMENTS NOT SHOWN S89-46""-E(" S89 °5842`E(M F.I.R. 1 /2'" NO ID Z.Z6' O/S SOUTH 133.61(M) 134.87'(8) aav w w npy w.Iq Iry S9V00VM(Al) 43.20'(Af) LOT /Z BLOCK Z *SURVEYOR'S NOTE: ` SURVEY LAYOUT AND SURVEY WORK BASED UPON BOUNDARY SURVEY ° PERFORMED BYATLANTIC COAST SURVEYING, INC, DATED 05-30 -2012. SUFFIX: L 1 E Fri 1009 NORTHEAST 104th STREET MIAMI SHORES, FLORIDA 33138 1 TRUE CORNER - IN WATER IND. DRILL HOLE 0.47' O/S SOUTH LOT X BLOCK I C1(C) C1(R) 8--35.00' R=35.00' L =27.85' 1 =27.85' T=14.71' 11=14.71' A= 45°3549` A=45°3577' CH=27.12' CH=27.12' CHB=S22°49'359N CHB=S22°48`16'W 7' y@ IMPROVEMENTS NOT SHOWN EAST PROPERTY LINE EXTENDED RADIUS POINT OF LOT 2. FND. Lp IND. NAIL NO ID. NAIL NO 1D. NORTHEAST 104th STREET TOTAL R/W WIDTH VARIES CUL DE S4C 'i)cT 9 2 2013 C1(m R-35.W L =27.66` T= 14.60' A=45'1675' Ct1= 26.94' CHB=S21 W'11'W NOT VALID WITHOUT THE SIGNATUREAND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER LOCATION SKETCH NOT TO SCALE LEGAL DESCRIPTION: LOT 15, BLOCK 1, "EVENINGSIDE , ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 44, PAGE 53, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, )=LOR /DA. SURVEYOR'S NOTES: 1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYORS SEAL 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) PROPERTIES SHOWN HEREON WERE NOTABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. 4) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 5) UNDERGROUND UTIL 77ES, FOUNDAT7ONS, OR OTHER IMPROVEMENTS, IF ANY WERE NOT LOCATED, 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL. DATUM 1929. 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE 9) WALL MEASUREMENTS ARE T01FROM FACE OF WALL 10) DRAWING DISTANCE BETWEEN WALLS AND /OR FENCES AND PROPERTY LINES MAYBE EXAGGERATED FOR CLARITY. 11) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS 12) BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED MERIDIAN AT. CENTERLINE NE 104th STREET = S90000'00'W LEGEND F.H. RREHYDRANT L ARCLENGTH I.C.V. IRRIGA TION CONTROL VALVE A/C AIRCONDITIONEN LP IRONPIPE AVE AVENUE FPL FLORIDA POWER A LIGHT BLVD. BOULEVARD F.I.P. FOUND IRON PIPE BM BENCHMARK FLA FOUND IRON ROD C.B. CATCH84SIN FND. FOUND CBS CONCRETE BLOCK STRUCTURE LP. LIGHTPOLE CH9 CHORD BEARING LB LICENSED BUSINESS CH CHORD DISTANCE LS LAND SURVEYOR COR CORNER NGVD NA77OW GEODETIC VERICALDATUM CT COURT NO ID. NOTIDENTIFIABLE c CENTERLINE NO. NUMBER CL CLEAR N7S NOT TO SCALE CONC. CONCRETE O.R.B OFRC14L RECORD BOOK C.O. CLEAN OUT OAWL ONPROPERTYLINE E.B. ELECTRIC BOX O.U.L OVERHEADU7XITYUNES ELEV ELEVAT70N P.C. POINTOFCURVATURE SYCR ENCROACHMENT P.C.C. POINTOFCOMPOUNDCURVE ERJ? ELEYATTONREFERENCEP07NT P.C.P. PERMANENTCONTROLPOINT F.F. FINISHFLOOR PLS PROFESSIONAL LAND SURVEYOR SPECIFIC PURPOSE SURVEY I HEREBY CERTIFY THAT THIS DESCRIP77ONAND SKETCH CONFORMS TO THE MINIMUM TECHNICAL STANDARDS LAND SURVEYING IN THE STATE OF FLORIDA, AS OUTLINED IN RULES 5J-17, (FLORIDA ADMINISTR477VE CODE), AS ADOPTED BY THE DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN SEPTEMBER 1981, AS AMENDED, PURSUANT TO CHAPTER 472.027 OF THE FLORIDA STATUTES AND IS TRUE AND CORRECT TO THE BEST OFMYKNOWLEDGE AND BELIEF FRANCISCO F. FAJARDO #476 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REG. NO. 4767. PSM PROFESSIONAL SURVEYORAND MAPPER PL PROPERTYUNE P.O.B. POWTOFBEGINN /NG P.O.C. POINT OFCOMMENCEMENT PAC. POINTOFREVERSECURVATURE P.R.M. PER MAENTREFERENCEMONUMENT P. T. POINT OF TANGENCY R RADIUS R.E. R/MaEVA770N RAN RIGHT- OF-WAY SAN. SANITARY SIP SETIRONPIPE Slit SET IRON ROD ST. STREET T TANGENT T.B.M 7EMPORARYBENCHMARK TEL TELEPHONE CAN CABLETFLEWSIONSOX TYP. TYPICAL ME U7XITYEASEMENT W.M. WAIERME7ER DATE-10-12-201 W.V. WATER VALVE WU.P. WOODUTIL/TYPOLE (L) LEGAL (M) MEASURED (R) RECORD SYMBOLS N: -wz , CONCRETE OVERHEAD U77LlTYL /NES WIRE FENCE WOODFENCE PROPERTYCORNER --wNr WATER FLOW 960 E70S77NG GRADE ELEVA770N PROPOSED GRADEELEVATION H WATER VALVE SIGN DRAINAGEMANHOLE SAN/TARYMANHOLE RREHYDRANT LIGHTING FIXTURE 17 FIREDEPARMENTCONNECTION PROFESSIONAL SURVEYING AND MAPPING LANNES & GARCIA, INC. LB # 2098 FRANCISCO F. FAJARDO PSM # 4767 (QUALIFIER) 385 ALHAMBRA CIRCLE - SUITE C, CORAL GABLES, FLORIDA 33134 PH (305) 666 -7909 FAX (305) 559 -3002 SCALE-1"=30' I DRAWN BY.• M. PIO I DWG. No.: 233310 I m-- WW� �A'jg 10 DESCRDPTION OCT 0 22013 OT 15, BLOCK 1 "EVENINGSIDE" SUBDIVISION CORDING TO THE PLAT THEREOF IN LATBOOK 44 OF PAGE 53 OF THE PUBLIC RECORDS OF DEAD COUNTY, FLORIDA. 5 "GRASS .____.....AU 5" CONCRETE W/ 6 "X6" W1.4XW1.4 W.W.F. 3 "MIN COMPACT LIMEROC 95% DENSITY 1. CONCRETE SHALL BE 3,000 PSI MIN @28 DAYS W/ 3" SLUMP ± 1" 2. 1/4" RADIUS ALL EDGES 3. CONTROL JOINT SPACING NOT TO EXCEED 15' 4. REINFORCE W/ 6x6 10GA WIRE MESH ON TOP OF 2 "MIN CONC. W/ 2 "MIN CONC. COVER 5. 3 "MIN CRUSHED LIMEROCK BASE COURSE COMPACTED TO 95% DENSITY CONCRETE DRIVEWAY & WALK DETAIL