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CC-19-2576Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 • II�IIR '' issue Date: 11/07/2019 Parcel Number 1700 NE 105TH ST, Miami Shores, FL 33138 1122300500001 Contacts Permit NO.: CC -1 0-19-257$ Permit Type: Building (Comrmerdal) Work Classification Repair Permit Status: Approved Expiration: 05/05/2020 Description: REPAIR CONCRETE FLOOR IN COMMON AREA. Valuation: $ 5,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 40.00 Fees THE SHORES CONDOMINIUM, INC. Owner Home: 3058936741 MCKENZIE CONSTRUCTION CORP Contractor ARTHUR FORD MCKENZIE Business: 3052452700 mckconll@bellsouth.net $3.00 Commercial Application Fee $200.00 Description: REPAIR CONCRETE FLOOR IN COMMON AREA. Valuation: $ 5,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 40.00 Fees Amount CCF $3.00 Commercial Application Fee $200.00 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $9.00 Structural Review ($90) $90.00 Technology Fee $3.75 Total: $311.00 Payments Date Paid Amt Paid Total Fees $311.00 Check # 8773 11/07/2019 $261.00 Check # 8766 10/29/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all th 'e oin formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhe rize the above named contractor to do the work stated. X1/719 Authorized Signature: Owner / Contractor / Agent Date November 07, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village ZC2 1 Building Department 2 19 g p 7 ��� - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 //��FBC 20 n Master Permit No. l— 10-19 — L J 1 �7 Sub Permit No. *UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS X JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3 3 1 Folio/Parcel#: Is the Building Historically Designated: Yes NO Y Occupancy Type: Load OWNER: Name (Fee Simple Titleholder): Address:��1 C City: Tenant/`L�e�}ssee Name: Email: Construction Type: K & Q Flood Zone: BFE: FFE: CONTRACTOR: Company Name: tAt, 92W Z h� x-10 Al S 059e#: 3a1- 779 6 lltl r Address: 02- 9�0 �� 9 ,R4 8 City: ���� ,,// State; G� Zip: 33 Qualifier Name: % & iye — tW(G 14e /U Z M� Phone#: 3 P-;- % % ;�' 67� tF State Certification or Registration #: LI -6 -if 0 fl 7 `J Certificate of Competency #: Phone#: 39 DESIGNER: Architect/Engineer: _b L_A"po T)E X -S P a 923'3G Address: ? PSb 1U A) 14 -57/ City: State: -7pe-lL. Zip: t% Value of Work for this Permit: $ .S, /%o Square/Linear Footage of Work: 404 Type of Work: ❑ Addition ❑ .`� Alteration EJ New Repair/Replace / F-1Demolition Description of Work: C WI i 60 IL) C (Le 7 C E t D YZ / Q A) < eV /24 A4 t% "j Al2-t�- Specify color of color thru tile: Al Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ 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 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 i6 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 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. j( Signature— (( OWNER or AGENT The forego ng instrument was as acknowledged before me this a3 I�� d, a"y�of f 6�CI fl b Zk 20 � by I I I U � CLeJ W e,!0jeR-, , who is personally known to me as i ca io ho did take an oath. Signature The foregoing instrument was w,asacknowledged before me this day ofA 0G'1 6 e- , 20 11 . by r»ssr who has produced FI (: n6E as identification and who did take an oath. M 2-52 '%-309-0 NOTARY PUBLIC: NOTARY PUBLIC: Sign: /� g Print: �17R to'(Ia f I % &hh6 Print: A7%ZtC/A A Seal: Seal: ;;p''"` •'';; PATRICIA A. STUBBS MY COMMISSION # 0G075388 PATRICIA A. STU88S , ` EXPIRES March 18. 2021 •c MY COMMISSION # GG075388 :*,,,.• *****s* ssca ** *****ssss*******ssss****.111 MTV*s* ** ssss**s** **sssssss*s****** APPROVED BY i Plans Examiner Zoning il/)4# Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 71� OFFI E OF THE PROPERTY APPRAISER Summary Report Property Information Year Folio: 11-2230-050-0001 Property Address: Land Value Owner REFERENCE ONLY Mailing Address Building Value PA Primary Zone 4900 MULTI -FAMILY - CONDOMINUM Primary Land Use 0000 REFERENCE FOLIO Beds / Baths / Half 0 / 0 / 0 Floors 0 Living Units 0 Actual Area 0 Sq. Ft Living Area 0 Sq. Ft Adjusted Area 0 Sq. Ft Lot Size 0 Sq. Ft Year Built 0 Assessment Information Year 2019 2018 2017 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $0 $0 $0 Assessed Value $0! $0 $0 Benefits Information Benefit Type 2019 2018 2017 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description THE SHORES CONDO JULIA D TUTTLE PB B-4 BEG 730.39FTE OF NE COR ANCO SUB PB 53-54 TH E706.61 FT M/L SWLY ALG BLKHD/LINE 296FT W508.61 FT Generated On : 10/29/ Taxable Value Information 2019 2018 2 County Exemption Value $0 $0 Taxable Value $0 $0 School Board Exemption Value $0 $0 Taxable Value $0 $0 City Exemption Value $0 $0 Taxable Value $0 $0 Regional Exemption Value $0 $0 Taxable Value $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Descriptioi The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version https://www8.miamidade.gov/Apps/PA/propertysearch/ 10/29/2019 1> -20 -'24'i -a Detail by Entity Name 101 MS' rim - Detail by Entity Name Florida Not For Profit Corporation THE SHORES CONDOMINIUM, INC. Fling Information Document Number 707621 FEI/EIN Number 59-1095 Date Filed 07/21/19 State FL Status ACTIVE Last Event AMEND Event Date Filed 06/27/20 Event Effective Date NONE Add Qrinciol ress 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Changed: 03/15/2019 Mailing Address 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Changed: 03/15/2019 &gistered Agent Name & Address KEYSTONE LAW FIRM PA 12865 WEST DIXIE HIGHWAY SECOND FLOOR NORTH MIAMI, FL 33161 Name Changed: 03/15/2019 Address Changed: 03/15/2019 Officer/Director Detail Name & Address Title President, Director r r .r {_ iiitjtin 398 64 MENT 12 DIVISION OF CORPORATIONS BENAVIDES, JORGE 1700 NORTHEAST 105TH STREET search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=1 nitial&searchNameOrder=SHORESCOND. 1/3 10129i'2014Y Detail by Entity Name . I MIAMI SHORES, FL 33138 VP, WEBER, MI 17U(- 6R° EAST 105TH STREET MIAMI SHORES, FL 33138 Title Secretary, Director Grabie, Jane 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Title Treasurer, Director STUBBS, PATRICIA 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Title Director SEPE, ELLEN 1700 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Annual Reports Report Year Filed Date 2018 04/12/2018 2018 09/10/2018 2019 03/15/2019 Document Imaggs View image in PDF format View image in PDF format 04112/2018 -- ANNUAL REPORT L View image in PDF format 01/24/2017 -- ANNUALFR _PORT v View image in PDF format 12/14/2016 — AMENDED ANNUAL REPORT View image in PDF format 03/1812016 -- ANNUAL REPORT View image in PDF format 01/25/2015 -- ANNUAL REPORT View image in PDF format 04/02/2014 -- ANNUAL REPORT View image in PDF format 03/31/2013 -- ANNUAL REPORT View image m P 11 DF form11 at i 06/27/2012 -- Amendment ........... .... .........._..-.-.......... _......_.._....._. View image in PDF format 02/09/2012 -- ANNUAL REPORT View image in PDF format 01/27/2012 -- Reg Agent Cha gr, View image in PDF format i 01/19/2011 --ANNUAL REPORT View image in PDF format 09/2712010 -- RegAg nt Changg View image in PDF format 05/04/2010 -- ANNUAL REPORT View image in PDF format 10!14!2009 — Reg Agent Change View image in PDF format 06/15/2009 — egAgent Cho gr, View image in PDF format search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=lnitial&searchNameOrder=SHORESC( +i'... 2/3 +1 THESHORES CONDOMINIUM 1700 NORTHEAST 105TH STREET • MIAMI SHORES, FLORIDA 33138 PHONE (305) 893-6741 FAX (305) 891-0590 • E-MAIL: theshorescondo@att.net Date: October 29, 2019 =� rpt? Subject: WORK TO BE DONE AT THE SHORES CONDOMINIUM W� TO: Village Of Miami Shores Please accept this letter as authorization for Mc Kenzie Construction Corp, and Authur McKenzie, to do repair work atThe Shores Condominuim. D) 0,G�O The Board 1 ,SNOR n Miami Shores Village Building Department •••.•• .,Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) • • 10050 NE 2nd Ave. F'rOR. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by ©CA)A) z to perform special inspector services unc�e�t Fylo�rid.a. Building Codedth Edition (2010 and Miami Dade Count Ad istrative Code at the �i Un � project on the below listed structure as of /D� 'R -t (date). I am a registered arch itecttprofessional engineer licensed in the State of Florida. Process Number: performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections p;,� Pi ji by the department. Further, upon completion of work under each Building Permit, I will s�ut?i i di'Lcjt t9 Inspector at the time of the final inspection the completed inspection log form t�d ase a nt l'rfdicating that, to the best of my knowledge, belief and professional judgNeOprqect outlined above meet the intent of the Florida Building Code an4-ap}/t e'ttpproval plans. �W= ed and Seale'9�i�.���* e�'Y \ • �: Date: �(�i2 O Q,.,•' f� �E S Sf10 Engineer/Architect Name 6F:,019 4A7 Lifxl4amS Print of f Address ?e6y �W /1 i'i J 5V? q •••.•• .,Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) • • • • • • • • Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for • Trusses > 35 ft. long or 6 ft. high "' • • • • Framing and Connections welded or bolted .... _Steel , • • • • • ...... . .. Soil Compaction ..... _ .. .. .... ...... Precast Attachments • •.... ' Roofing Applications, Lt. Weight. Insul. Conc. Other • • • • Note: Only the marked boxes apply. • • • The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering: graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections p;,� Pi ji by the department. Further, upon completion of work under each Building Permit, I will s�ut?i i di'Lcjt t9 Inspector at the time of the final inspection the completed inspection log form t�d ase a nt l'rfdicating that, to the best of my knowledge, belief and professional judgNeOprqect outlined above meet the intent of the Florida Building Code an4-ap}/t e'ttpproval plans. �W= ed and Seale'9�i�.���* e�'Y \ • �: Date: �(�i2 O Q,.,•' f� �E S Sf10 Engineer/Architect Name 6F:,019 4A7 Lifxl4amS Print of f Address ?e6y �W /1 i'i J 5V? q . . . . ...... DearSir; ...... We inspected the current condition of the existing concrete slabs at the above refdrAnced project. The investigation of repairs was limited to the exterior elements of the building structure at this time. The existing concrete structural slab elements exhibited various rectangular openings that were cut into the slab at various areas. The slab is 12" in thickness and the existing reinforcing bars were cut along with the slab. The rebar is #6 at 6" on center on one opening and #5 bars at 12" on center for the other openings. The purpose of this report is to establish a procedure for recasting the concrete and restore the slab to its original design. The concrete openings would require splicing the rebar, repairing the visqueen membrane, compacting the soil to 95% density, and placing 5000 psi concrete. The surface texture is to match the existing surface of the adjacent concrete. We recommend, therefore, that the above repair procedure be implemented to repair the existing concrete slab openings All repairs shall be made in accordance with approved methods and procedures and per the manufacturers' material recommendations. In addition, the work must conform to the requirements of the 2017, 6th Edition, Florida Building Code as well as the American Concrete Institute (ACI). Work under this permit application will not reduce the structural strength of the building or any member thereof. The Structure has less than Substantial Structural Damage. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823-3938 * FAX: (305)823-9355 Edward A. LANDERS, P.E. CONSULTING ENGINEERS October 24, 2019 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Attn: Building Official ' Re: Structural Report on Concrete Repairs • • • •. '....' ....:. Project: The Shores Condominium 1700 NE 105th Street ...... . .. ..... Miami Shores, FI 33138 .... .... ...... . . . . ...... DearSir; ...... We inspected the current condition of the existing concrete slabs at the above refdrAnced project. The investigation of repairs was limited to the exterior elements of the building structure at this time. The existing concrete structural slab elements exhibited various rectangular openings that were cut into the slab at various areas. The slab is 12" in thickness and the existing reinforcing bars were cut along with the slab. The rebar is #6 at 6" on center on one opening and #5 bars at 12" on center for the other openings. The purpose of this report is to establish a procedure for recasting the concrete and restore the slab to its original design. The concrete openings would require splicing the rebar, repairing the visqueen membrane, compacting the soil to 95% density, and placing 5000 psi concrete. The surface texture is to match the existing surface of the adjacent concrete. We recommend, therefore, that the above repair procedure be implemented to repair the existing concrete slab openings All repairs shall be made in accordance with approved methods and procedures and per the manufacturers' material recommendations. In addition, the work must conform to the requirements of the 2017, 6th Edition, Florida Building Code as well as the American Concrete Institute (ACI). Work under this permit application will not reduce the structural strength of the building or any member thereof. The Structure has less than Substantial Structural Damage. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823-3938 * FAX: (305)823-9355 Edward A. LANDERS, P.E. CONSULTING ENGINEERS CONCRETE REPAIR RECOMMENDATIONS The following is our recommended repair procedure for all spalled concrete areas as well as cracks in concrete surfaces. The specific areas include the concrete openings in the concrete slab or any additional observed conditions. We recommend concrete repair for the structural elements and submit the following procedure described as follows: a. Sika Armatek 110 EpoCem, by Sika Chemical Co. b. Zinc Rich Epoxy Primer, B-6270, by Delta Labs c. Corr -bond Euclid Chemical Co. d. Sonnoborn "Sonoprep" e. Approved Equals. 7. The patching material should be a cement -based product designed specifically as a patching material. The following are recommended products that must be mixed, applied, etc., in accordance with the manufacturer's recommendations; ( Coastal Construction Products, 305-757-2121) a. Thorite, by Thoro Products, b. Euco Verticoat, by Euclid Chemical, c. Sonnoborn "Gelpatch" d. Sikacrete 211, by Sika Chemical. e. Sika Top 122 Plus, by Sika Chemical. 8. Apply patching to all prepared surfaces either by hand or sprayed finished sufficiently to match the adjacent concrete surfaces. Concrete may be used to repair the undersides of the main beams. All work to be performed by a qualified application contractor in accordance with approved procedures and recommendations. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823-3938 * FAX: (305)823-9355 1. Remove all loose and deteriorated concrete with a light-chippirig-iarhmeriRell .; areas that exhibit concrete cracks and spalling. •":'• 0.00 0.00•• 2. Randomly test areas with a hammer to determine any add itiona[eepas for :0000: removal. Do not remove any sound concrete from around rebEtr.' ' '00• ... ..... 3. Tie-up and secure any sagging re -bar and support as required?•Qo tiot rgn1(9Yg 00:00' any existing re -bar without prior authorization. " " 0000 •� • •": • 4. Replace deteriorated re -bar only as required by the Engineer. ;�0; • 5. Wire brush all exposed re -bar to remove all loose scale, concrete and rusf"" ....:. :....: 6. All cleaned re -bar should be coated with a rust inhibiter as soorras possibleeaUer 0 cleaning. The following are acceptable coatings: 0000 a. Sika Armatek 110 EpoCem, by Sika Chemical Co. b. Zinc Rich Epoxy Primer, B-6270, by Delta Labs c. Corr -bond Euclid Chemical Co. d. Sonnoborn "Sonoprep" e. Approved Equals. 7. The patching material should be a cement -based product designed specifically as a patching material. The following are recommended products that must be mixed, applied, etc., in accordance with the manufacturer's recommendations; ( Coastal Construction Products, 305-757-2121) a. Thorite, by Thoro Products, b. Euco Verticoat, by Euclid Chemical, c. Sonnoborn "Gelpatch" d. Sikacrete 211, by Sika Chemical. e. Sika Top 122 Plus, by Sika Chemical. 8. Apply patching to all prepared surfaces either by hand or sprayed finished sufficiently to match the adjacent concrete surfaces. Concrete may be used to repair the undersides of the main beams. All work to be performed by a qualified application contractor in accordance with approved procedures and recommendations. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823-3938 * FAX: (305)823-9355 Edward A. LANDERS, P.E. CONSULTING ENGINEERS 9 All cracks should be "V'd" out to sound and secure material. The crack must be filled with a Sonneborn NP1 primer and polysulfide sealant per the Manufacturers recommendations. The wall surface may then be applied with stucco and painted. Please call if we can provide any additional information or assistance. 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