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WSW-14-1999 s Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250192 Permit Number: WSW-9-14-1999 Scheduled Inspection Date: December 3%2015 Permit Type: Retaining Walls/Seawalls Inspector: Rodriguez,Jorge Inspection Type: Final Owner. PUREN, FREDERIC Work Classification: Seawall Job Address:9179 N BAYSHORE Drive Miami Shores, FL 33138- Phone Number (305)213-1842 Parcel Number 1132050270600 Project: <NONE> Contractor. MAX MARINE AND FOUNDATION INC Phone: (305)785-8682 Building Department Comments Infractlo Passed Comments NEW 166'SEAWALL INSPECTOR COMMENTS False 08-26-15 Hold-Ismael NAranjo The engineer of record must provide study and engineering showing that the new wall elevation will not affect the neighboring structures. Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-219572 Missing permit card and final from derm Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 30,2015 For Inspections please call: (305)762.4949 Page 9 of 10 r t Miami-Dade County � M IAM 1-DADE,,� DERM COASTAL RESOURCES SECTION ,, Class I Final Inspection Report Permit Number: CLI-2014-0269 Contractor: Max Marine&Foundation, Inc Project Nam: Puren Date: December 3, 2015& Location: 9179 N. Bayshore Dr December 16, 2015 Miami Shores, FL 33138 Time: 15:30 Waterway: Biscayne Bay Inspector(s): Felix Alvez Lourdes Barrelli I. PERMITTED PROJECT: �. A. WORK&DIMENSIONS: I • Removal of the existing davits,davit pads,cleats,and wood piles. • Removal of 161 linear feet of existing and collapsed concrete seawall with associated ✓� concrete debris. • Installation of 161 linear feet of new concrete seawall between 4 and 165 linear feet from the north property line.The new seawall shall be installed within the same footprint as,the existing seawall. • installation of 17 king piles, 18 better piles, and 166 linear feet of neva concrete seawall cap along the new and existing seawall. The seawall cap will measure 3.3 feet wide.by 1.8feet high and extend 1.7 feet waterward from the wetface of the new seawall. • Placement of a geo-textile liner and installation of 1 to 3 foot diameter limerock riprap boulders at the base of the new seawall, extending a maximum of 8 feet waterward. .,�^ Riprap shall be Installed at a 2:1 (horizontal to vertical)slope. B. REQUIRED MITIGATION: • In order to mitigate for the water quality impacts associ d with the seawall replacement, and in order to extend the•life of the sea ndp vide habitat for a variety of invertebrates and rotective cover far small ti 161 c tSic yards of riprap a(approximately p Y ( Pp Y 217.35 tons)are required.The riprap shall kpns natural limerock boulders ranging in size from 1 to 3 feet in diameter. ftiprap shag-be installed at the base of the seawall in a manner which prevents it from shifting or relocating. 11. COMPLETED PROJECT: A. WORK&DIMENSIONS: • One bead of riprap was placed along the waterward base of the new seawall. CLI-2014-0269 1 of 5 • Installed 18 concrete king piles and 17 concrete batter piles. • All other work as per final approved plans. B. MITIGATION STATUS: • Due to United States Army Corp of Engineers (USACOE) restrictions only one bead of riprap was placed along the waterward base of the new seawall. • The permittee posted a $14,490.00 mitigation bond equivalent to the amount of riprap required to be deployed on-site III. NOTES/RECOMMEN DATIONSr'` . 1 ' The USACOE restricted the placement of riprap to only one bead of rock along the waterward base of the new seawall. According to the submitted weight tickets submitted by the contractor, approximately 87.99 tons (65.17 cubic yards) of the required 217.35 tons (161 cubic yards) of riprap boulders were placed on-site. Therefore, I recommend l�r releasing $5,865.30 of the mitigation bond being held in the amount of $14,490.00 and �� accept a contribution to the BBEETF in the amount of $8,624.70. Furthermore, the authorized structures have been installed in substantial compliance with the above referenced Class I permit. Recommend closure of the file. See attached photo card. ATTACHMENTS: ADD'L NOTES ❑ PHOTOS ® SITE SKETCH ❑ i ttN 4 Figure 1 —View of the north property line CLI-2014-0269 2 of 5 I r Figure 2—View is from the north propert line towards the south d. x,. Figure 3—View of the south property line CLI-2014-0269 3 of 5 ;. ae �4 Al. $ Fi ure 4—View is from the south property line towards the north 1" Wi n.Y' 4, r Figure 5—View of a riprap boulder placed along the waterward base of the new seawall CLI-2014-0269 4 of 5 r gig 41 4" Y f 3 tfdk ' �G4 krv. r a g iy f rxy3 OR .,445 sk A�. s;. X i ' 4 '. Figure 6—View of Halodule wrightii growing just waterward of the riprap CLI-2014-0269 5 of 5 Edward A. LANDERS, P,, ' C0N5Ui.T; NG ENGINEERS Depember 28, 2015 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida 33138 Attn: Building Official Re: Special inspection Project: Residence 9179 N. Bayshore Drive Miami Shores, Florida 33138 Dear Sir; "The newly constructed seawall at 9179 N. Bayshore Drive, Miami Shores, Florida 33138 was designed to withstand wave induced loads associated with a FEMA 100-year storm event. The seawall was constructed at an elevation of+7.1 feet, NGVD, and is not anticipated to result in significant negative impacts to neighboring structures due to wave run-up and/or reflection." Please call if we can provide any additional information. VeryArdA. ur Q A. d n , P.EC ``:� No 38398 •`� President STATE OF o'oF�i.< pR �O• Vie . 7850 NW 146TH STREET, SUITE 509* PVIIAMI LAKES FL 33016 Y PHN: (305)823-3938 FAX: (305)823-9355 Edward A. LANP.E. CONSULTING ENGINEERS January 5, 2015 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Puren Residence Permit#WSW-9-14-1999 9179 N. Bayshore Drive Miami Shores, Florida 33138 Dear Sir; This letter is to advise that we certify the installation of the seawall panels, (16) batter piles, (18) king piles and the reinforcement for the seawall cap. All work conforms to the approved plans and specifications, the Village of Miami Shores and the 2010 Florida Building Code. Please call if we can provide any additional information. Very trul w rd A. Xm, P. President 7850 NNN" 146TH STREET,SUITE 509* MIANrII LAKES FL 33016* PHN: (305)823-3938* FAX: (305)823-9355 MsxMarineAndFoundationlno 9549668645 p.3 CT QB Trt�Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY :. E1300075 MAX MARINE AND FOUNDAMON INC D.B.k: NZIE JAMES Is Certified underthe pruviWwm of Ctmpir10of Miami-Dads Cm* t 008vo Lodi t- usiness Tax Receir . Ntiami-©ade County,. State of :F1ort .—THIS IS NOTA BILL - DO NOTPAY LBT 7133985 imsi tB9sEXPIRES• . MAX MARINE AND FOUNDATION INC RENEWAL- SEPTEMBER 30, 2016 DOING BUSINESS IN DADE COUNTY 7411051 Must be displayed ea place nF bustness •1'umentto County Code . Chapter ak-Art.9&10 OWNER SLC.TYPE OF SUSIMMS MAX MARWE AND f X)WATION INC 195 SPECIALTY ENGINEERING•WNMC r:AY.a t Q wottcer(s) 1 tl=075 $75.00 09/30/2015 CREDITCARD—I6-000182 Tld9lWaiBolassToxIlecWpookeoeNrmspaymantapthsLoealBae Tax.The Reeeiptis vote lmme, Itetudt:ara�tdNaaBonalthotwldarsacat aat3oae,mdotntsinem i omwmadcomplywithanyoouemmemai oraangwerne<sntalre latoq�aasa r�olrmnardswhiohappiywthebasime. The RECE,Fi NB.ad�ovee trasst ho dh$dayed oa ail coam►arciai vehioles—i len i-Bade Code Sw 8a Va far oexe bdotmetisu.visit t MaWarineAndFoundationlno 9549668645 p.2 Municipal Contractoes Tax Receipt Miam�—Dade County,State of Florida THIS IS NOT A BILL—00 NOT PAY CC NO: E1300075 MC --41 BUSINESS NA AWILOCA'TION RECEIPTNO. EXPIRES MAX MARINE AND FOUNDATION INC DOING BUSINESS IN DADE COUNT( 7474620 SEPTEMBER 30, 2016 Pursuantto County Code Sec 10-24 OWNER TYPE OF SLOWNESS MAX MARINE AND FOUNDATION INC SPECIALTY ENGINEERING PAYN<FM RECEIVEDBY TAX COLLECTOR CONTRACTOR 175.00 10/16/2015 0243-16-000271 Tide receipt is eotvalid N the following Menicipaitfies:Avemwra,Baral,Hialeah,Key Biscayao, Miami Garden$,Miami lakes,Palate Bev,Plasm asL Swav tains Such.Tawe of Cotler fay. For were iaformatian,vis& MaxMarineAndFoundation Ino9549668645 P.1 WS •5�-- DRQ A !�� CERTIFICATE OF LIABILITY INSURANCE 1/ 2 5' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, H the certificate holder is an ADDITIONAL INSURED,the pofty(les)must be endorsed. H SUBROGATION IS WANED,subject to the terms and condlUons of the policy,certain policies may require an endorsement A statement an this certificate does not confer rights to the CONTACT I certMoate holder In Hsu atsuch endorsenten s). I3u Coest to Coast insurance Services,LLc NAM, Patrick Higgins 630 Corey Avenue PH N 727-360-0092 FAx No): St.Pete Beach, FL 33706 AD a h) reftaol.corn PRO13UGER INSURERISIAPPORDING COVERAGE NAIC 0 INSURED Max Marine and Foundation,Inc. INSURERA:RLI Insurance Company 1323 N.31stRoad INSURERS:Technology Insurance -Company Hollywood, FL 33021 INSURERC:Progressive Insurance Compapy U43UFER D: INSURER E- WSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED 13Y PAID CLAIMS. LTR TYKE OF INSURANCE POLICY NUMBER PouCY F LIMITS GENERALLMMUTr 1 000 n00 EACIiOCCURRENCE 5 . , COMMERCIALOENERALLIASIUTY REMI rNg)_... S 50,000 A ___ CLAMS-WOE 7 CCCUR x NLP0200207 12/31/15 12/31/16 MED EXP(Any*woersorf S S'Dw PERSONAL&AWINJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 OEWLAGGREGATE LIMIT AMxS PER PRODUCTS-COMPIOP AGO S 1.000,000 717 POLICY LOC Protection&Indemnity s 1,000,000 AUToMOB0.ELI4aUMy COMBINED SINGLE LIMIT S1,000,000 ANY AUTO (En acdcWM A_L DINNED AUTOS BODILY INJURY(Per Person) S G ` SCHEDULEDAUTos x 02434037-1 0/03/15 10/03/16 BODILY INJURY PROPERTY S HIRED AUTOS PROPERTY DAMAGGE S iPeracclaentl NON-OMED AUTOS S s U=REUAU OCClA2 cACHOCCURRENCE S EXC7s"SSLUiB I CI.AiMS•MADE -AGGREGATE $ DEDUCTIBLE RETENTION S i $ VMRIMRSCOMPENSATON V7C ,ATU- O AND EMPL.OYERS'LIABII.ITY YINER 1411 B o""YF PFIC MBEERR XCUJPRI %RTNDEM? �® N/A TWC3120571 12/31/15 12/31/16 ELEAr.HAI:cIVENT s 1,000.000 {M��datwy In wQ E.L.DISEASE-EA EMPLOYE S 11000,000 MD OMa of PERATIONS i E.L DISEASE-POLICY LIMIT $ 11000,000 DESCRUvWN OP OPEMY[ONS J LOCATIONS/VEtECLI$IAnwh ACORD 107,Add&Iorm7 RemaHa►Schedule,itrrwre�p�w is taqulredl Note: Workers Compensation includes USL&H. Miami Dade Contractor License# E 1300075 CERTIFICATE HOLDER CANCELLATION Miami Shoves Village. 10050 ne second Ave. SHOLILD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE: MIAMI SHORES FL.33138 THE EXPIRAT" DATE THEREOF, NOTICE WILL 13E DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Email: feltcianoj(�miamtshoresvillage.com AUTHORMED REPRESENTATIVE ®1988 2009 ACORD CORPORATION. All rights reserved. ACORD 25(20091049) The ACORD narne and logo are registered maarft of ACORD �awl&s Miami Shores Village 3FZEC1Ll J Building Department SEP 12 2014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 �� INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 11 f� q BUILDING Master Permit No.WSW ' 1 -19[-�! 1 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL r-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS.q1 79 N Bayshore Dr City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3205-027-0600 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Frederic Puren Phone#:305 213 1942 Address:1431 Stillwater Dr City: Miami Beach State: FI Zip. 33141 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Max Marine and Foundation Inc Phone#: 305 785 8682 Address: 1323 N 31st Rd City: Hollywood State: FI Zip: 33021 Qualifier Name: James Mckenzie Phone#: 305 785 8682 State Certification or Registration#: El 300075 Certificate of Competency#: DESIGNER:Architect/Engineer: Ed Landers Phone#: Address:7850 NW 146st City: Miami Lakes State: FL zip: 33016 Value of Work for this Permit:$83,000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 0 New ❑ Repair/Replace ❑ Demolition Description of work.• New 166 Seawall Specify color of color thru tile: Submittal Fee UD Permit Fee$ �1 L® CCF$�-W co/CC$ . w Scanning Fee$ �. Radon Fee$ 3 �� DBPR$ Notary$ Technology Fee$ Training/Education Fee$ (QD •�P® Double Fee$ Structural Reviews$ mm Bond$ '�yv,00 TOTAL FEE NOW DUE$ (Rewsed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address 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. 1 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 properly 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 Signature OWNER or AGENT CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 8 day of August •20 14 ,by 8 day of August .20 14 •by Frederic Puen ,who is personally known to James Mckenzie who Is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign; Sign: Print: Den ney ��� me Qe'' Print• Deni i -uenise NICW�t1 Wg :COMMISSION#EE169870 �:�• COMMISSION#EE 169870 Seal: <: Seal: s' ee4 EXPIRES:FEB.15 2016 °;EXPIRES:FEB.15,2016 .,�• c� WWW.AARONNOTARYcom p���ont,1"yp WWW.AARONNOTARy=m APPROVED BY Plans Examiner / Zoning G° Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204• Fax; (305)756-8972 7/27/2015 To: Current Owner 9179 N BAYSHORE Drive Miami Shores, FL 33138- Permit:WSW-9-14-1999 Address:9179 N BAYSHORE Drive Miami Shores FL33138- Date Expired:07/05/2015 Sent Certified and Regular mail Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better,we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance,or if the work authorized by such permit Is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department,within 15 days of receipt of this letter in order to take care of this matter. Sincerely, - 7 �, . .. . . Ismael Naranjo (CBO) Ln Building Director ir cc Postage O Certified Fee O Postrnark 0 Retum Receipt Fee Here C] (Ersdore .t Requ r8M Restricted DeMery Fee C] (Endorsement Re'YiZ I�- C3 C7 Total Postage&Fees $ ,� sent TO ra r`- or PO Box No. t}t 8lete.ZlRiO ---------------------------------------------------------------- s r2006 UNITED STATES POSTAL SERVICE Rmt-Clens Mail • PPostag9&Fees Paid USPI Permft No.G-10 •Sender. Please print your name, address,and ZIP+4 in this box• MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 WE 2 AVENUE MIAMI SHORES, FL 33138 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete Kenre 1,2,and 3.Also cwnplete A. Sire Item 4 if Restricted Delivery Is desired. 0 Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(P~Name) C. Date of Delivery ■ Attach this card to the back of the mailpiese, or on the front If space permits. D. is delivery address diftrent from item 1? ❑Yea 1. Article Add to. If YES,enter delivery address below M No OLAJ Ci 1"1 ai 'f��Ys a-to 1�1 ry\(AT^1 !-E�2�'t �— a See TAW OKCerf and Mall 0 Express Mail 0 RegWered WLEW m Rees"10AMMUN11W ❑Insured Man ❑C.O.D. 4. Restricted DelNeyt(Fidis Fee) ❑Yes 2. ArtkleNumtm 7011 -0470 0000 8985 5591 Mwofarftom e ami d ,�brN Yd i i l qWnqoc lFleftm Receipt 102696-02-W1540 Arlenis Silvera From: Barrelli, Lourdes(RER) <BarreL@miamidade.gov> Sent: Monday, December 14,2015 2:15 PM To: Jamesjamesmjr@aol.com;Alvarez, Felix(RER) Cc: Ismael Naranjo;Arlenis Silvera Subject: RE: Puren CLI-2014-0269 -Seawall - 9179 N Bayshore Dr. Miami Shores-wsw9141999 James, Your email accurately summarizes the events. Felix Alvarez is the Compliance Enforcement Project Manager and will be performing the final inspection. Please let me know if you need anything further from me. Regards, c4rj Q(ue4yt 1q B it Barrelll, Biologist II 7 F�C7 '"i Department of Regulatory and Economic Resources Overtown Transit Village 701 NW 1st Court 6th Floor, Miami Florida 33136 305-372-6595 www.miamidade.gov/environment "Delivering Excellence Every Day" Please consider the environment before printing this email. From:Jamesjamesmir(&aol.com [mailto:Jamesjamesmjr(&aoI,.c Sent: Friday, December 11, 2015 8:13 AM To: Barrelli, Lourdes(RER) Cc: naranjoi(dmiamishoresvillage.com; silveraa@miamishoresvillage.com Subject: Puren CLI-2014-0269 -Seawall - 9179 N Bayshore Dr. Miami Shores-wsw9 14 1999 Good evening Lourdes, As I explained in an earlier conversation regarding the applicant Frederic Puren has been caught in the middle of a situation between The Village of Miami Shores and DERM. He is trying to close out his permit with The Village of Miami Shores and needs to show proof of DERMS final permit. Unfortunately he remained in a standstill between Army Corp and DERM's review, where they were waiting on a Biological Assessment to be completed to see and review how many Rip Rap boulders were to be placed. This Biological Assessment was prolonged due to the influx of work and scheduling by the County and was finally completed and the determination was made just the other day on Dec. 7, 2015. Could you please contact and explain to The Village of Miami Shores that Mr. Puren was at a standstill. I'm including the email address of the building official that needs this information. Thank you, James Mckenzie Max Marine and Foundation Inc. 1323 N 31st Rd Hollywood F133021 www.Maxmarineandfoundation.com 305.785.8682 1 r Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 9 Fax; (305)756-8972 7/27/2015 To: Current Owner 9179 N BAYSHORE Drive Miami Shores, FL 33138- Permit: WSW-9-14-1999 Address: 9179 N BAYSHORE Drive Miami Shores FL33138- Date Expired:07/05/2015 Sent Certified and Regular mail Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance,or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced,or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department,within 15 days of receipt of this letter in order to take care of this matter. Sincerely, (Z -7 1z77l" Ismael Naranjo (CBO) Building Director Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 9 Fax; (305)756-8972 7/27/2015 To: Current Owner 9179 N BAYSHORE Drive Miami Shores, FL 33138- 9=144999 itl Znress:179 N BAYSHORE Drive Miami Shores FI-33138- Date Expired: 07/05/2015 Sent Certified and Regular mail Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better,we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance,or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department,within 15 days of receipt of this letter in order to take care of this matter. Sincerely, (b -7 Ismael Naranjo (CBO) Building Director usPosrAcE Y 10050 N.E.2�o AVENUE ho F L O R I D A OO.4VQQSy 33138 FFr$t-Mss Mailed From 33138 07!27/2015 032A 0061800478 Current Owner 9179 N BAYSHDRE Drive Miami Shores �313R- taxie 3-33 cE .2.009 9183/:0 /15 RETURN TO SEIMelt VACANT UNABLE TO FORWARD 8C: 33138238ZS* x`0005-18162f-27-43 „., -, �.����-. 1�9a�1t��1�14°��;494'993{ '}�49��9bi1S��9;+94��s4��9i►l���at.a91 3 0 D r—► A Edward A. LANDERS, P.E. ® CONSULTING ENGINEERS January 5, 2015 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Puren Residence Permit#WSW-9-14-1999 9179 N. Bayshore Drive Miami Shores, Florida 33138 Dear Sir; This letter is to advise that we certify the installation of the seawall panels, (16) batter piles, (18) king piles and the reinforcement for the seawall cap. All work conforms to the approved plans and specifications, the Village of Miami Shores and the 2010 Florida Building Code. Please call if we can provide any additional information. ;WardA. trul ou , Lan , P.E. President 7850 NW 146TH STREET, SUITE 509* MIAMI LAKES FL 33016's PHN: (305)823-3938* FAX: (300823-9355 Edward A. LANDERS, P.E. 785Q NST 146ni STREET SUITE MIAMI LAKES FL 33016 305-823-3930 305-023-955 Pile DdvingREcord Name Of Pro est° ° Date: lz Address: Drew - Hemmer Weight 14 Recorded By: ttding Perms Number: Or Kf1,j Co P1 S Cldtic c A.f Plum pwns Plans Numlwot pene&awn Rome Number ftmeter Leno ohm Im 3 Ian l a Izkxtzk 2Z ` !Z IZ► � l< Edward Aa LANDERS, P.E. 75Q NW 146THSTREET SUITE MIAMI LAKES FL 3301.6 305-823-30E 305-823-9355 Pile Ddving Record Name ®ge�p@gg ... @�g�r ��918tl� ®�6 1�9d s y Daw, ' Address: Drawl-ng Hemmer Weight: 4V Recorded By Permit Numbir:- Gc,Sul -- f0i 6 PC,((53 (CAM C Plard plans sung of ftne&atkn moria Length Slows 3 lndm UK e tZ )c (z Z-Z � fZ<< t2 f3 ` C3 r c211 I`1 t G3°r t Edward A. LANDERS, P.E. 7850 NW 146TH STREET SUITE MIAMI LADES FL 3301.6 305-023-3938 305-323-9855 Pile Drlgng Recon Name 1f Project: ®ata: Z it. Address: Drawing x'171 . � � r�-P Int Hammer Weight: d 4-- Recorded By: iidin�Pennft Number: �USGAI --R- 14 _t ofq j :] r CSS C O-W-C22 Ptah Me Pion3 Nuof Pen Rear r Lente BbmhM3 inches 16 r Z�K IZto <Z cz rz� to (7 X13 tZ 12� lni3 n a,J/ Edward A. LAP.E. 7050 NW 146TH STREET SUITE 999 MIAMI LAKES FL 33016 ' 305-023-3938 305-023-9355 Pile DrIvIng Rteard s Name Of Project: ®ate: f Z—( Z -'t Address: cfl.7 .T Drawing Hammer Weight: 4rb Recorded By: Q [�17dlnjftrmft Number:wsw pe GCS Com. Fiera piling Piling N r of pen Number r Lengm slows lot 3 Inches 1"l (Z�X(Z Z4) t + t7, f20 f3 . 1Z � co t3 � 4 . t lir ` C XP7 . ..... ... .... .... VA . .. ...... ... ....... . . . ..................... Ao4 -Y— ......... .......,,.... ............... .. .......... VIE t 7 P.E. #038398 Ct Tj 711 In Edward A. 111LULL LANDERS REE (305)823-3938 CONSULTING ENGIJT 41 )999 .. CF,I Miami Shores Village n�P 0 4 Building Department iOM NA 2�Avatae,Mkont ,R 33138 TeL 305-798--2204*FwC 305-756.3972 NOT=TO affomw WAGE NEWMANNO-im"M AIR MM MORM&EM&W& i(We)have been MWnW by(flame of ow=rlags)__ 6 WWfff- - /7q V. eF c X17 ar I am e registered AMiami Nwea,asof-- wlimsedindue of Flaac�. -r�a�r Ivcli�e�: ❑ Special Inspector for Roinforccd Unit U mmy,FBC 2122.4 C Special b"ectu for Trusses over 35 Ft Long or 6 Ft.Hi9b,FBC 2319.17.2.4.2 i Q Special bRiector for Sted Connections,FBC 2218.2 Q Special Inspector for Soil Compact on,FBC 1820.3.1 0 Special inspector for Precast Units 8t Attwbmea,FBC 1927.12.2 • )KSpecial Inspector for Pilings,FBC 1822.1,20 0 Special hmpector for tee_ The Sallow i, ems$#4MPWyed by thu firm or me are.wadxwimd to pwftm mks. I. 2 3. 4. �.E�) 0a�a8 i��� �bedbb<a batffies�a0ar ' bya�i�em! ,AII es by0�l � =Wb9PWft=dbyMIwW ftmThe bee sd0�e8 � '1e�dbydaDe�ane � y �,� ABY +fgwwozk mum Bw7at awiu abmittotbabomw Sham m bex Abe fiat kwpaon 3o flea and s oaetod Budft Drmtat3a a�a b e01t offfiepajta WWm=wdwf of afery aftawfidw ee Cob and an to int) i and sealed Addrew l(JkJ Off I' . _ Phone No. OP r Florida yeeeae Na 1 I t Miami Shores Viillage y Building Department IOMNY-2�Avemey Mimi Sharma,i t 33238 Tei;305-?9S-?.W 4 I%c 305-7564972 NOE=TO MUM WOES Le T"-nSQUOF ASSUES"2REMBUOU MMUMOWAAM&W I(We)have been mtaine(l byr(dame of o r /mot) 6 tOA� M- �7q JtO. � �C3! • +fit�he FbaiM code iami as of per ► t resmaw Arcot Or PzDhuiO=l Hu&aw licaused jn the Sfift of Finds. 'PERIIIIT NUMB]]8R: ❑ Special Inspector for Reinforced Unit Masomy,FBC 2122.4 ❑ SPecial inspector for Trusses over 35 Ft Long or b Ft.High,FBC 2319.17.2.4.2 C W lwrotor for Steal Connections,FBC 2218.2 4 Special Inspector far Soil Compaction,FBC 1820.3.1 D Special Inspector for Precslst Unita&A.ttwI me nts,FBC 1927.12.2 • XS eCW Inspector for Pilings,FBC 18221,20 D Special Inspector for The fDIIOWkg Wlivid AKS)"loyed by dm firm or me am=&wind to parform mks. I. 2 3. 4. I,E�} taspeeial Iog�rea�bn�be b1a iaiffie�e� byftMIamI Bader AII a$ edby� mWbeP6dxHWb7Mkxd8hm=,TheWft =wtbeadWdlrin By � '1+�byab�Oxcse � at6y�e&itldb�g we e k o Buiidb�PA IvM submitso amiami g mvnftr, �81A CI= Raw bdidad I�>ium anti a tl ro 9�e bee ofmy those �d�p� es al a the b ��g�aida Bat ft Cob ad am in oocvlth�o app eer/ tect Name�A 6MoJoe . (Pt' 0 4 and Sealed Adtlr lUGc1 ` P(��,$�: 1 DAw 8 ;- 043r3O/ ----- _.r Phone No. �.S�8'Z�—��c'•5 Florida Ueenae No: b i Miami Shares Village .Building Department IOOS NA' 2"d Avenue,MkOf Slee,A 33138 TeL 305-743?.2Q4 4 FOC 303-756.8972 ME&OXAMIMAWYK AM h-dMLJAL2wxC=]- I(We)have been�retained by(Mame of ovvwdagm) CA)A WE the F»rz CodeMiami Shores,as at V-9?� I am a rexisterwi Arc titect or PWIWIMAI RU&M limsed in dw She of Flt ( ). 'PBR11iW NUM IEW C Special Inspector for Reinforced Unit Mmury,FBC 2122.4 ❑ Special hector for Tn=w over 35 Ft Long or b FL High,FBC 2319.17.2.4.2 0 Sly b for for Steel Connections,FBC 2218.2 P Special Inspector for Soil Couapaction,FBC 1820.3.1 D Special Inspector for Precast Units&Attachments,FDC 1927.12.2 • )KS eOW Inspector for Pilings,FBC 1822.1,20 0 Special hopector for Nam*Plum MOM*bum Am suply 1 The*&wing Mdvlt s)ernpkrM by this firm or me are=&wbed to pafwm mane. 1. Z• 3. �. I.E�) t�aSP�t teg�reee� tette laa I+o�mbm�tbeabsib� ' br�t�many asaiy�i+ ' =WbePwft=WbyMhnd3hmm.The imt mnstbee�d �► do hftdbydo Ownwow hLffij#NOjO goftdM q= of*Om t Budit Kilt anbm#te am Mige Sim= b*e dw haat log gnm and 8 BOW let t tbae be W=d fiu n 1 of�e AMMMOtMeaft> ,to the lme ft moew� l t� ��,P�SBagding tb&and=is Nam AdF40 4 t Sigma and Sealed Address 8,;-Z°I�,� aft'- �/t�vr, . 73a , ---- ---r- Phone No. ® 2 ]? orMa I�cee No: TM .v.... ... ........................... ..... .. ......... ... ........I .. .. ...........I Gk .............. ....... .......... . ... ....... 4-6 TZ " r.... .. . ......... ... ....... .. ..... ... ..... .. ........... ..... ....... .... . ..... ...... .. ....... ..... .. .........:�.. ........... ......... ........ ...... .......... I.. ........ f..... ....... .... ...... ... .. .. ... . ........ .... ..... .. I . ...... ... ..... .. ....... .... . .... .4........4. .... . ..... A • jfi ........... .... .... ... • . ......... . ...... . ..<•....:...'.. ..... cu L A., U. I—— P.E. #038398 9 UT I- Edward A. LANDIR RE, » J3:05)823-3918 #0 CONSULTING ENG.! -7,(4 ...... .. .... 'T . .. ......... .... .. ....... .........f On Jif. 00 _0 7 W-P -0 TH i A I............ ......... V ........... . 5' &UU J-1. 14 .. ...... ....i... ...... i t Few jq- -.4.............. W. I- 10 ni 7­1 . , -- i 11 1 i 1 1 • i4_ t 7. 1 Vx­ 1 7 Stair 1 1 q�.,:.......... A J_ A. . 1 V r n -s -T- -i T. 1 i ........ T. 4- f 4A T- lo..1...... 1. PA -i q ;A ..1. so .j t* 7i• � f. i� p..�..f.+ 1--4 1. 1 1 k. .1 + T 4- 1j, ; ...: - .1.. ...... 14 Ph A A-0 ? v 1 A + n v 14-1 A + n-AT- 1 ........... TY. J .... .......... .. ... ... ............... ........ . .. ... .. -- ---- Uj ... ..... ...... P.E. #018398 Edward A. LARDERS RE$ f (305)823-3938 CONSULTING ENGINEERS ®,Z-? ............... ...... .. ........ ..... ................. ....... ............ ........... ... ......... ....... vi................ .......... .... ..... ... ....... .......... .. . ..TT....... ... ....... ... . ....... .... .... .. ......... .. ..%............ . . ..... ............. ... .. ...... ...... .............. ... . .....? ............ ....... ... ..... .. ............. ...... ....... ............ ...... ............... z, J 5..:........... ... . ....... .. ........ .......... ........... ... ... ... 1.0 .. .. ....... . ........ .. ...... .... ..... fir ................ V .......... .... ..... "ej ...� .. :«. ^: ��, .'^•`�w n. At. tht .......... .............-t ..#... ............... ... ..•........... . ................ 4 I• ti \4 ........ .. ............. a4 • . .. ......... ..... *.*.. ..... .... I . .....F aft 7-r I IL ;Yotoioo"`. L) ...........- P.E. #038398 Edward A. ........... EQNDI'RSr Rio (305)823-3938 CONSULTING ENGINEERS ........................ . ......... f..... ................ ....... ...... .......... .... i..... .......... ..................L_ 1 44 1 JL- 00 ........ ­4........... 0...... ...... . . ....... Li i IT% . .. ......... .4 . ....... 0 _J 4-1 P .,tg Z. . ..... ... . ........ . . ....... . .. . . ............ . ....... j -J A P to ........ .. . ........ ............... ........... ..... ....... ..;, . .... ... .. ........ .. .. ... ..........t....... . .. .. ........ ... .. ................ . .. . ..... ..... . .. .. ....... ... ...... ............. ......... ... r/ -si 44 IJ ............. 4o v ........ ... _7z '77 ......... ............ ----------- 0 P.E.#038398 Edward A. LAN"iHIRE, (305)8.23-39*38 'CONSULTING ENGINEERS North Neighbor I Elevation 5.30' NGVD C . I _ (2) Existing Davits^ _ 5211 12 2014 I and Davit Pads To Be Removed� � DERM Coastal ;asoi:me�.5ec:�cr: ' I Exist Elevation Natural Resources P,. ' 4.91' NGVD Divis on ' I I 5 6 'Existing Seawall Wi#h � Out King Piles To Be Removed I � RES cJN ` Site j�:,�a RE,R-NATURAL ROYAL �� I� , I �Y APP t Existin Conditions PR�L1tN _ 166' of Existing `\ f1�RD�ED� — 20' BY i MME Concrete Seawall —` Exisf. Qevation D A E DATE 4.66 AM os RE C ED f lip 14 tNlNG S,RUCTURI ' "Vacant Land" 47Collapsed � cis I Wall Section _(3) Existing Wood Fill In Piles To Be Removed ELECTRICAL I Tidal Waters Note: ' --Fill extends 10 ' 3 O PLUMBING I ` I into tidal waters — I I M CHAN'CAL All Existin Structures To -°�. . 9 To 8e Removed I Exist Elevation 1 Be Removed 4.75 NGVD /o B1-DG- pg ' I Existing Rock Rubble / Along Seawall / A JECT TO CCMPLIAN,E WITH E LL AEU RAL I To Be Removed / LfT��E ` NDBt;ODr / RULES 1 ND REasLA 10"J5 f f I 62 ' Existing Seawall With / !ting Piles To / Plot Book 44 Page 63 I 8e Removed / Dade County n I Exist Elevation I 4.67' NGVD I Seawall Rglacement 1RT. Frederic Puren DAW 9179 N BWhore Drive as=14 I Miami Shores n 33138 PLOT Edward A Landers PE Inc 240 PE Lhmse I ammo DWG Na South Neighbor 7M NW 146 Street ZsG9 wtls•eW0b Elevation 4.67' NGVD 001 5e3 Gib DMWTW See attached surveyproperty ro erfor exact t3� inform a tl o a.. � z'`� �� A Ex swat North Neighbor 4' Existing Seawall A :" E7evafion 5.30' NGVD To Remain � - - - - -- _ _ _- - - -- - - - - - - SEP 1 2014 I DERM Coastal 6eMion Natural Resources R ula5on&Restora:ir \\ Division(MRD) I ' \ Site .Paan \ (Proposed Conditions) I � \ \ Scale. 1" = 20' P \moi•. 9ZI 0 � Proposed Elevation \ I I 8.2' NGV© \, k "Vacant Land" � I 161' New Cz \ I Concrete Me and Panel / Seawall / o��� R-NAtURAt'��gOURC�®�A1- � her IV gPP /o tAAME CI / tot 7 & 8 Block 4 / .BAY LURE I / Plot Book 44 Page 63 / Dade County Seawall Rglacement _ _ _ _ — — -- — — — "— — 1' Existln Seawall Frederic Purer a►,e 9 9179 N Bayshore Drive �+ I To Remain Miami Shams, R 33138 P' Edward A Landers PE Inc 20 South Neighbor ff umms E awc%" Elevation 4.87' NGVD !�) otsOREOMW MUXftdW See attached survey for exact property information. W*WdA Lmms.P.E _ 2�� New Batter (18) New 12x12 Prestressed Pile Concrete Softer Plies �E 12 2014 (17) New 12x12 Prestressed DERM !0'-1° Concrete Kin Piles ' A Natural R Coas I Resource$c New King 6" " 9 10—1 A Existing King �OuTeR u!a±: n emon Pile 10—1 10—J Pile To Remain — 40" �r A ix —— 4" 4" 1, 4 Existing Seawall 9,-9A 9'-9A Existing Seawoll Panel To Remain \\—(16) New Reinforced Concrete Panel To Remain i Seawall Panels I •, a} • la � RSR-NURAL RESOURCES GARY APPROVAL an °- Plan View - forth P/LEEL1 Plan View - SouthPAScale: 3/16° — 1'=OScale. 3116" — I,--0" General Notes: • licensed Contractor shall verify the existing conditions prior to commencement of the work. Any conflicts or omissions between New 12x12 Prestressed New 12x12 Prestressed existing conditions or the various elements of the working drawings shall be brought to the atfentkn of the Engineer prior to Concrete King Piles to—in Concrete Batter Plies the commencement of the work. The Licensed Contractor and all subcontractors are responsible for aN tines, elevations, and 6" measurements. I 9 Do not scale drawings for dimensions. 0 All unanticipated or unforeseen demolition and/or new construction condifions which require deviation from the plans and notes herein shall be reparted to the Engineer prior to commencement of work • Licensed Contractor to verify location of existing utilities prior to commencing work The Licensed contractor to install and remove all sharing and bracing as required for the proper execution of the work. Licensed Contractor to obtain a# permits as necessary from all Local, State, and Federal agencies. , 40" 4" • For all prestressed piles, extend pile strands a min. of 18" into cap steel or cut strands even w/ top of pile & dowel & Reinforced 9/—9A epoxy (2) 15 L—bars, 24" long w/ 12" bend, into fop of pile, w/ a min. of 4" embedment Seawall C \\—New Reinforced Concrete New dock pilings to have a minimum 3"penetration into the new dock forms. Cap Seawall Panels New seawall panels, batter pilings, and vertical pilings to have a minimum 4"penetration into the'new seawall cap forms. • Concrete piling to be 12"x12"prestressed piles with (4) 7116" strands I • Piles to be driven a minimum of 8' into berm with a minimum bearing capacity of 10 tons • Piles to be driven with a drop hammer or gravity hammer. The hammer weight shall not be less than 3,000 lbs and the fall shall not exceed 6 feet Pile driving operations shall be observed by a special inspector, including test piles sufficient to determine the approximate , .� r ul d to meet desian co aci . i .x :.._wP�..:.�......�._....----.._..._.._._.__._r.�:,�_.�..�:::.�...._...._............ _._... ;yP1caI Plan View + Concrete to be min. 5000 psi 26 days, .4Q wafer/cement ratio. • Reinforcing steel shall be in conformance with the latest version of ASTM A615 Grade 60 Specifications. All reinforcement shall Scale: 3/16" = 1'=Q" be placed in accordance with ACI 315 and ACl Manual of Standard Practice. 0 Concrete cover shall be 3 inches unless otherwise noted on the approved drawings a Splices in reinforcing bars shall not be less than 48 bar diameters and reinforcing shall be continuous around all comers and Seawall Reylacement changes in direction. Continuity shall be provided at corners or changes in direction by bending the longitudnal steel around ! Frederic Puren CAW the corer 48 bar diameters. 9179 N Bayshore Drive wt• • Owner shall employ and pay for testing services from an independent testing laboratory for concrete sampling and testing in Miami Shores Florida 33138 PWT accordance with ASTM. Contractor to obtain Edward A Landers PE Inc NIL • Elevations shown are based on the national geodetic vertical datum of 1929. utility clearance 7W Nwnw le Iwo of"A' • Design in accordance with 2010 Florida Building Code. prior to pile driving. "�8°' ' �• 'B call. 1-800-432-4770 Edward A lo"dara.ME AW 3 RER-NATURAL RESOURCES DIVIS10, P iN Y APPROVAL Lifting Eyes NAGE a min. �" cable DATE r�1 aoly—� 30 --'� �--30a 5) 15 Top Contin. New Seawall Cap 4 (2) 15 Bottom Contin. 40" Elevation 6.2' NGVD -L a 13 Stirrups 0 14" on 8" 6 center 3" 3" //F 6" waterside 22" Face, Light f - I/ I RECEIVED Broom Finish a . 3 12 J" 20" SEP 12 2014 (10) 15 New 110 to 310 Natural DERM Coastal ReSourCes seCtir! Land Side Limerock Rip Rap Boulder Natural Resou Des Regu!kon&Rastorat - Face 0 2:1 Slope at Base—\ ,NRRRC-, 1Z " (10) 15of New Seawall 3 1 mw a25' NGVD (16) New Reinforced Concrete Seawall Panels In Some Foot Print 2 MLW -1.85' NGVD As Existing Seawall Panels clear 4" Existing T Bene 3" 4" 9 Spaces @ 121f i 4" 7 " 3" 11 24" r a 9_g Geotextile - 5' 158 min Out From Seawall Panel .Detail Typ. Section 12 --- scale: 3/8" = 1'-0" (16) New 12x12 Prestressed 3 Concrete 1Gng Piles (17) New 1202 Prestressed Concrete Batter Piles _....................__...._......_................................_..._...............-..._._._:_...._ ... - ---__--- -_ _ _ _.______.._.._._.___....._.._ _._.._.__........._....._..... ....._..____..___.. l:c-�al—�'ectio�n:=_.- 'Scale: 3/8" = 1=-D" . Seawall Replacement u�r °ow Frederic Puren nae 9179 N Bayshore Drive MLC=t4 Miami shores, Florida 33138 PL" Edward A Landers PE Inc Contractor to obtain Pr uesrme I os=tt oNc Na `( utility clearance 7850 IN 146 Street� 50B 9179 PV 04 prior to pile driving. �� �crs call: 1-800-432-4770 £dword A Lam%m RE met 4 Property Search Application-Miami-Dade County http:/Avwwmi&midade.gov/pmpmtysemr.ht`#/reportl==MY. 9, OFFICE Summary Report Gamrated On:8/2/2014 Property information Folio: 11-3205-027-0800 Property Address: 9179 N BAYSHORE DR< Owner FREDERIC PUREN ° 1431 STILLWATER DR Mailing Address MiAMI BEACH,FL 33141 Prlrrmry Zone 1400 SGL FAMILY-3W1-3250 SQ . 0102 RESIDENTIAL-SINGLE Primary land Use FAMILY.2 LIVING UNITS .,tier; ��•,° Beds 1 Baths 1 Half 515/0 Floors 1 Living Units 2 Actual Area 6,707 Sq.Ft Living Area 4,943 S%R Adjusted Area 5,827 Sq.Ft Lot Size 27,722 Sq.Ft . Taxable Value Information Year Built 1950 120141 2013 2012 Assessment Information County Exemption Value SO $01 $0 Year 2014 2013 2012 Taxable Value $1,656,908 $1,656,942 $1,634,054 Land Value $1,386,894 $1.388,894 $1,330,428 Sehoo1 Board Building Value $281,190 $261,190 $292,385 XF Value $9,022 $9,058 $11,241 Exemption Valva $0 $0 $0 Taxable Value 1 $1,666.9061 $1,656,9421 $1,634,054 Market value S1,t358,906 SI.M8.9421 $1,634,054 City Assessed Value _61,655,Ml $1,05,9421 $1,634,054 Exemption Value $01 sol $0 Benefits Information Taxable Value $1.858.906 $1,61111,IM21 51,634,054 Benam IType 1 20141 M131 2012 Regional Nola:Not all benefits are applicable to all Taxatile Values(i.e.County.School Exemption VWus $0 $0 $0 Board.City,Reglonaq. Taxable Value1 $1,056,9061 $1,80,9421 $1,634,054 Short Legal Description Sales Information 5 53 42 Sale Previous Price Hot*- Quailiicaffon Description BAY LUBE PB 4463 LOT 7&LOT 8 SLK 4 0111012014 $2,050AM 29021-2581 Financial Inst or"In Ueu of LoLsizE� >AE?._ w MWr_ __ w_w Forclnsu! stated.. -- OR 19889-0757 08 20011 Financial Inst or"in Ueu of 0!313012013 $2,485,600 288212517 ForciostW staled 00112001 $785,000 19889-OW 220am008 and pfloryear seles:Quad by of dead 01101/2001 $0 198118-1213 Qual by exam of deed The oftim of Ute ProperiyAppndser Is corrtf<w*edlft and updating the tax roil.Tlds websbe may rat reflect 9m most current brtormaft on n=rd.The Properly Appraiser and Mem!-Dade County assumas no LebMy.sae U dfecbftar and UserAgraemo t ai MWAWww.mlamid81te.gav1k**sclabnerasp(htlpJlwww.mtamldade govHr><dr8sclaimecasp) Wrsion: - ,� OMMnId 1.�tt 7fAd 2 d @ O pc En o A fii m z f\9-0 g L T c m 6 p� $ CS N 0.rn -L— U) CD CDy F: d e O PAW-Maps htq):/Avww.bing.com/maps/printaspx?mkt-en-us&z-1 5&9-,2r&cp=2... Kau LV bing Maps 9179 N Bayshore Dr, Miami, Fl.33138 My Notes On the,go?Use,mblngcom to raid maps, direathas,businesses,and more Rl- A ........... ' ,' x •G,,p>t,p��.,�,'.�'�,p'[:,t:Jas�`�S:3_4 a"pf'�,j•LEIT,�, i.rsx:..c..i` i 3-i-s�G, �•n ;IrM gg ts Z 't'i Wff j• IL I Of I 7/30f2014 8:24 AM rr I M Br t &is,t moo' RE C MMwFLOM==wutt j§urupgors 3nr- BOUNDARY SURVEY SEP 12 2014 FAX-13M284.0229 X&M SURVEMRS GRAPHIC SCALEgy,o DERM Coastal Reof',fp" LM DRAWN BY. -20 40 M S@0Qfj t 10 Natural Resourops Reg:ife!fon t MSrLyj D fAV FEM A n to Ar I d I % 3 Mir _td LURE < LOCATION SKETCH SCALE M.M Lem pasompmaiv, 'M 8URVffOFLOT749,iLOCK4.OFB1yLUFM ACCORDING TO THE PLATTIOMP AS RECM-M IN THE PLAT BOOK 44, PAGE 1%OF THE PUBLIC RECORDS OF ANA&ME COUNTY.FLORIDA 43W aw op aw MA 9179 N MYMOFM DR MWAMORMFIL33130 Y FROEMP&NM XNAUSIR&GOLD1114 P.A. 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