Loading...
CE 2038 Duna Vista Ct. 2012 SENDER: COMPLETE THIS SECTION ■ Complete items 1,.xA and 3.Also complete . Siggbture item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse '' �O� �13 Aunt so that we can return the card to you. u dmssee ■ Attach this card to the back of the mailpiece, eceived y(Printed Alarne) C. Date of Delivery or on the front if space permits. V1 L .\j p�,^ 1. Article Addressed to: D. Is elivery address different from item 1? ❑Yes �C`t•' If YES,enter delivery address below: ❑ No br? 3: ServlceType t7 Certified Mail ❑Express Mail E3Registered 13ReturnReceipt for Merchandise T ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) 2. Article Number 13 Yes 7011 2000 00O2 1124 4261, (transfer from service iabCy PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 Postal CERTIFIED MAIL,,, RECEIPT IriWomesfic Mail Only;No lnsuran�oq fU �- rLi A :, r-9 Postage $ r Certified Fee O Return Receipt Fee Postmark O (Endorsement Required) Here r3 Restricted Delivery Fee 0 (Endorsement Required) 0 Q Total Postage&Fees nJ Sent To r- r-9 M Street,Apt.No;`"'"' ' ' � or PO Box No. Ciry,State,ZIP+4 •---"-""""-"'- --------------------- :rr rr. j y\J\l%'j J , • CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 PHONE (904)247-5855 August 17, 2012 CERTIFIED MAIL RETURN RECEIPT REQUESTED Robert R. Jean 2038 Duna Vista Ct. Atlantic Beach, Florida 32233-4534 RE: RETAINING WALL - NO PERMIT 2038 Duna Vista Court, Lot 61, Selva Norte Unit Two, Atlantic Beach RE#169506-1612 Case#64812 Dear Mr. Jean: An inspection of your property referenced reveals you are in violation of the City of Atlantic Beach Code of Ordinances Section 24-68—Land Clearing and alteration of site grade or topography and Chapter 6, Florida Building Code adopted to wit: VIOLATION CITY OF ATLANTIC BEACH CODE OF ORDINANCES Sec. 24-68 Land Clearing and alteration of site grade or topography No Lands shall be cleared, grubbed, filled, excavated, or topographically altered by any means, and no vegetation on any development site disturbed, prior to the issuance of all required approvals and development permits authorizing such clearing or alteration. Except as required to meet coastal construction codes as set forth within a valid permit from Florida Department of Environmental Protection; or as required to meet applicable flood zone or stormwater regulations,the grade, elevation or topography of any parcel, development or redevelopment site shall not be altered. (grade and elevation altered and retaining wall installed without permits as required) FLORIDA BUILDING CODE RESIDENTIAL Section R404.4 Retaining Walls. Retaining walls that are not laterally supported at the top and that retain in excess of 24 inches of unbalanced fill shall be designed to ensure stability against Page 2 2038 Duna Vista Ct. August 16, 2012 overturning, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning. (engineering and an approved building permit is required) This letter requests that the noted violation be corrected by removing the recently installed un-permitted retaining wall and returning property to the original grade or obtain the required engineering from as State of Florida licensed engineer and make application and obtain a building permit within ten (10) days of receipt of this notice. To avoid having this case be referred to the Code Enforcement Board, all listed violations on this notice must be in compliance on or before the date established by Atlantic Beach Code Enforcement. The Board may impose fines up to two hundred fifty($250.00)per day for continuing violations. Upon completing the corrective action(s) required, it is your responsibility to contact Atlantic Beach Code Enforcement and arrange for an inspection to verify compliance. It is our goal to enforce the codes and ordinances of the City of Atlantic Beach and protect the health, safety and welfare of the City, and accordingly, your cooperation in this matter is greatly appreciated. Please contact Atlantic Beach Code Enforcement at 904 247-5855 if you have any questions or need additional information. Sincerely, Deborah White CODE ENFORCEMENT OFFICER ss's CITY OF ATLANTIC BEACH r� =� 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 PHO (904)247-5855 1 � August 16, 2012 CERTIFIED MAIL RETURN RECEIPT REQUESTED Robert R. Jean 2038 Duna Vista Ct. Atlantic Beach, Florida 32233-4534 RE: RETAINING WALL - NO PERMIT 2038 Duna Vista Court, Lot 61, Selva Norte Unit Two, Atlantic Beach DDJA1 S--i7- iz vd reveals you are in violation of the City of Atlantic i8—Land Clearing and alteration of site grade or ling Code adopted to wit: VIOLATION BEACH CODE OF ORDINANCES "ion of site grade or topography illed, excavated, or topographically altered by any means, and no vegetation on any development site disturbed,prior to the issuance of all required approvals and development permits authorizing such clearing or alteration. Except as required to meet coastal construction codes as set forth within a valid permit from Florida Department of Environmental Protection; or as required to meet applicable flood zone or stormwater regulations,the grade, elevation or topography of any parcel, development or redevelopment site shall not be altered. (grade and elevation altered and retaining wall installed without permits as required) FLORIDA BUILDING CODE RESIDENTIAL Section R404.4 Retaining Walls. Retaining walls that are not laterally supported at the top and that retain in excess of 24 inches of unbalanced fill shall be designed to ensure stability against Page 2 2038 Duna Vista Ct. August 16, 2012 overturning, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning. (engineering and an approved building permit is required) This letter requests that the noted violation be corrected by removing the recently installed un-permitted retaining wall and returning property to the original grade or obtain the required engineering from as State of Florida licensed engineer and make application and obtain a building permit within ten (10) days of receipt of this notice. To avoid having this case be referred to the Code Enforcement Board, all listed violations on this notice must be in compliance on or before the date established by Atlantic Beach Code Enforcement. The Board may impose fines up to two hundred fifty($250.00)per day for continuing violations. Upon completing the corrective action(s)required, it is your responsibility to contact Atlantic Beach Code Enforcement and arrange for an inspection to verify compliance. It is our goal to enforce the codes and ordinances of the City of Atlantic Beach and protect the health, safety and welfare of the City, and accordingly, your cooperation in this matter is greatly appreciated. Please contact Atlantic Beach Code Enforcement at 904 247-5855 if you have any questions or need additional information. Sincerely, Deborah White CODE ENFORCEMENT OFFICER V),3 JA � i r s1rop wo �Z CITY OF ATLANTIC BEACH BUILDING AND ZONING DEPARTMENT NOTICE This building has been inspected and: ❑ General Construction ❑ Mechanical ❑ Concrete and Masonry ❑ Electrical ❑ Plumbing ❑ Gas Piping IS NOT ACCEPTED CORRECT AS NOTED BELOW, BEFORE ANY FURTHER WORK �� n )001C,PCe 1P. frCAI /Pc ✓ V" ` 4-- S e ,✓ PC 6 c. - f�P s,'/e,t yoq. h S i 0 r✓� DO NOT REMOVE TINS NOTICE Inspector: Date• T7—�� +�Z Failure to respond to this Notice within 10 days will result in this violation being forwarded to the CODE ENFORCEMENT BOARD. The posting of this Placard by its contents shall serve as due notice. FOUKVATIONS i R404.2.5 Drainage and dampproofing.Wood foundation SECTION R405 basements shall be drained and dampproofed in accordance FOUNDATION DRAINAGE with Sections R405 and R406,respectively. R405.1 Concrete or masonry foundations. Drains shall be R404.2.6 Fastening. Wood structural panel foundation provided around all concrete or masonry foundations that wall sheathing shall be attached to framing in accordance retain earth and enclose habitable or usable spaces located with Sections R402.1.1 and R602.3. below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be R404.2.7 Anchorage of wood and steel light-frame wall installed at or below the area to be protected and shall discharge systems.Anchorage of wood or steel light framed first story by gravity or mechanical means into an approved drainage sys- walls shall be in accordance with the following: tem.Gravel or crushed stone drains shall extend at least 1 foot R404.2.7.1 For wood light-frame walls, sill plate (305 mm)beyond the outside edge of the footing and 6 inches anchorage,wall stud to foundation uplift anchorage and (152 mm)above the top of the footing and be covered with an hold down post anchorage shall be in accordance with approved filter membrane material.The top of open joints of AF&PA WFCM. drain tiles shall be protected with strips of building paper,and the drainage tiles or perforated pipe shall be placed on a mini- R404.2.7.2 For steel light-frame walls,wall bottom and mum of 2 inches(51 mm)of washed gravel or crushed rock at braced wall chord stud anchorage shall be in accordance least one sieve size larger than the tile joint opening or perfora- with AISI COFS/PM. tion and covered with not less than 6 inches (152 mm)of the same material. R404.3 Wood sill plates.Wood sill plates shall be a minimum of 2-inch by 4-inch(51 mm by 102 mm)nominal lumber.Sill Exception: A drainage system is not required when the plate anchorage shall be in accordance with Section foundation is installed on well-drained ground or R404.2.7.1. sand-gravel mixture soils according to the Unified Soil - Classification System, Group I Soils, as detailed in Table R404.4 Retaining walls.Retaining walls that are not laterally R405.1. supported at the top and that retain in excess of 24 inches(610 mm) of unbalanced fill shall be designed to ensure stability R405.1.1 Precast concrete foundation. Precast con- against overturning,sliding,excessive foundation pressure and crete walls that retain earth and enclose habitable or use- water uplift.Retaining walls shall be designed for a safety fac- able space located below-grade that rest on crushed stone for of 1.5 against lateral sliding and overturning. footings shall have a perforated drainage pipe installed . ..recast concrete foundation walls. below the base of the wall on either the interior or exte- rior side of the wall,at least one foot(305 mm)beyond R404.5.1 Design. Precast concrete foundation walls shall the edge of the wall.If the exterior drainage pipe is used, be designed in accordance with accepted engineering prac- an approved filter membrane material shall cover the tice.The design and manufacture of precast concrete foun- pipe. The drainage system shall discharge into an dation wall panels shall comply with the materials approved sewer system or to daylight. requirements of Section R402.3 or ACI 318. The panel design drawings shall be prepared by a registered design R405.2 Wood foundations.Wood foundations enclosing hab- itable or usable spaces located below grade shall be adequately professional where required by the statutes of the jurisdic- drained in accordance with Sections R405.2.1 through tion in which the project is to be constructed in accordance with Section 106.1 of the Florida Building Code,Building. R405.2.3. R404.5.2 Precast concrete foundation design drawings. R405.2.1 Base.A porous layer of gravel,crushed stone or Precast concrete foundation wall design drawings shall be coarse sand shall be placed to a minimum thickness of 4 submitted to the building official and approved prior to inches(102 mm)under the basement floor.Provision shall installation. Drawings shall include, at a minimum, the be made for automatic draining of this layer and the gravel information specified below: or crushed stone wall footings. 1. Design loading as applicable; R405.2.2 Vapor retarder.A 6-mil-thick(0.15 mm)poly- 2. Footing design and material; ethylene vapor retarder shall be applied over the porous layer with the basement floor constructed over the polyeth- 3. Concentrated loads and their points of application; ylene. 4. Soil bearing capacity; R405.2.3 Drainage system. In other than Group I soils, a 5. Maximum allowable total uniform load;and sump shall be provided to drain the porous layer and footings. 6. Ultimate design wind speed, V„, from Figure The sump shall be at least 24 inches(6 10 mm)in diameter or - R301.2(4). 20 inches square(0.0129 m),shall extend at least 24 inches (6 10 mm)below the bottom of the basement floor and shall R404.5.3 Identification.Precast concrete foundation wall be capable of positive gravity or mechanical drainage to I panels shall be identified by a certificate of inspection label remove any accumulated water. The drainage system shall issued by an approved third party inspection agency. discharge into an approved sewer system or to daylight. 4.34 2010 FLORIDA BUILDING CODE-RESIDENTIAL Property Appraiser- Property Details Page 1 of 2 JEAN ROBERT R Primary Site Address Official Record Book/Page Tile# 2038 DUNA VISTA CT 2038 DUNA VISTA CT 06829-00090 9409 ATLANTIC BEACH, FL 32233-4534 Atlantic Beach FL 32233 2038 DUNA VISTA CT Property Detail Value Summary RE# 169506-1612 2011 Ceffi— 2 12In P. ISH ------ _ - -" Value Method CAMA CAMA Tax District USD3 - ----- —" -- Total Building Value $155,960.00 $116,599.00 Property Use 0100 SINGLE FAMILY Extra Feature Value $0.00 $0.00 #of Buildings 1 40-37 09-2S-29E 72 Legal Desc. Land Value(Market) $196,880.00 $196,880.00 SELVA NORTE7 Z UNIT TWO Land Value(AAgric.) $0.00 $0.00 subdivision 03958 SELVA NORTE UNIT 02 Just(Market)Value $352,840.00 $313,479.00 Total Area 18623 Assessed Value $213,563.00 $219,969.00 The sale of this property may result in higher property taxes.For more informationgo Cap Diff/Portability Amt $139,277.00/$0.00 $93,510.00/$0.00 to Save Our Homes and our Property Tax Estimator.Property values,exemptions and Exemptions $50,000-00 See below other information listed as'In Progress'are subject to change.These numbers are part of the 2012 working tax roll and will not be certified until October.Learn how the Taxable Value j $163,563.00 See below Property Appraiser's Office values property. Taxable Values and Exemptions-In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SIRWMD/FIND Taxable Value School Taxable Value Assessed Value $219,969.00 Assessed Value $219,969.00 Assessed Value $219,969.00 ..................................................................................................... ......... .......................... Homestead Exemption(HX) -$25,000.00 Homestead Exemption(HX) -$25,000:00 Homestead Exemption(HX) -$25,000.00 ......................................................... .................................. ....-... ............. .. .............. ... .... Amend 1 Homestead(HB) -$25,000.00 Amend 1 Homestead(HB) -$25,000.00 Taxable Value $194,969.00 ....................................................................... ...... .... Taxable Value $169,969.00 Taxable Value $169,969.00 Sales Histo Book/Page Sale Date Sale Price Deed Instrument Type Code Qualified/Unaualified Vacant/Improved 06829-00090 1/16/1990 $190,000.00 WD-Warranty Deed ;Qualified Improved 06090-01167 12/21/1986 $40,000.00 WD-Warranty Deed Unqualified Improved 06040-00034 1 10/30/1985 $59,500.00 WD-Warranty Deed Unqualified Vacant Extra Features No data found for this section Land&Legal Land Legal Zonin Front%Depth,Category`end Land Tvce �,Land LN Legal Description LN(Code i Use Description Units Value i I 1 !40-37 09 25 29E AC RES LD 3-7 UNITS PER Front 1 0100 ARS-1 80.00 1 170.00 Common 80.00 Footage $196,880.00 2 SELVA NORTE UNIT TWO 11 3 LOT 61 4 CYNTHIA L O/R BK 6829-90 Buildings Building 1 ...........-I Building 1 Site Address Element Code Detail 2038 DUNA VISTA CT �_—---- Atlantic Beach FL CT Exterior Wall 16 16 Tile/Frame Stucco ter''', F--1 II _ Exterior Wall 8 8 Horizontal Lap r I„ Building Type 0102 SFR 2 STORY SOH Roofing Structure 3 3 Gable or Hip w "S L_� L ......... �. I Year Built 1986 Roofing Cover 3 3 Asph/Comp Shingle L - -j Li Bwidmg Value $116,599.00 Interior Wall 5 5 Drywall rea�I Int Flooring 13 13 Parquet LrJ Gross Heated Effective Int Flooring 14 f 14 Carpet I Tvce 1. Area Area Area Heating Fuel 4 4 Electric Finished upper 1174 1174 1115 Heating Type 4 4 Forced-Ducted story 1 Air Conditioning 3 3 Central Base Area 1600 1600 1600 Finished 504 0 252 Garage Element Code Stories 2.000 http://apps.coj.net/pao_propertySearch/Basic/Detail.aspx?RE=1695061612 8/15/2012 CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 JF31)f- Application Number . . . . . 12-00001083 Date 8/20/12 Property Address . . . . . . 2038 DUNA VISTA CT Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5000 ---------------------------------------------------------------------------- Application desc RETAINING WALL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JEAN RICHARD AND CYNTHIA OWNER 2038 DUNA VISTA CT ATLANTIC BEACH FL 322334534 --- Structure Information 000 000 RETAINING WALL Occupancy Type . . . . . . RESIDENTIAL ---------------------------------------------------------------------------- Permit . . . . . . W/W/O BUILDING PERMIT Additional desc . . RETAINING WALL Permit Fee . . . . 150 . 00 Plan Check Fee 75 . 00 Issue Date . . . . Valuation . . . . 5000 Expiration Date . . 2/16/13 --------------------------------------------------------------------------- Special Notes and Comments PER MIKE G NO ENGINEERING REQUIRED NO REVIEW BY PW OR PLANNING REQUIRED 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE ------------------------------------------------------------------------ Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 25 STATE DBPR SURCHARGE 2 . 25 ------------------------------------------------------------------------ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 150 . 00 150 . 00 . 00 . 00 Plan Check Total 75 . 00 75 . 00 . 00 . 00 Other Fee Total 4 . 50 4 . 50 . 00 . 00 Grand Total 229 . 50 229 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES.