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RCRT18-1290 9723 NE 2 Ave 70 YearMiami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2207 Fax: (305) 756.8972 BUILDING RECERTIFICATION Date: August 11, 2025 Permit No. CC-5-18-1290 To: Gator 9723 NE 2"d Ave LLC. 7850 NW 146 St. 4" Floor Miami Lakes, Florida 33016 Subject: 70 years Building/Electrical Recertification. Folio 11-3206-013-4210 9723 NE 2"d Ave. Miami Shores, Florida 33138 The Village of Miami Shores Building Department received and reviewed the Building Structure and Electrical certification report dated July 21, 2025, by James Hanskat, P.E, Florida license number49801. Based on the reports provided, the building on the above -mentioned property was found to be structurally and electrically safe for its continued use and occupancy. This Letter of Recertification is granted for the building on this property. The Recertification expires on the 80`h year anniversary from original construction date. At that time, a new Recertification Report must be submitted to the Building Official. Although this Letter of recertification allows continued occupancy of the building, issuance of this letter does not preclude the Building Official from carrying out his responsibilities under Section 8-5 of the Code of Miami -Dade County. Further, issuance of this letter shall not be construed directly, or indirectly, as a guarantee of the safety of any portion of the structure. As per Miami Dade County Code Sec. 8-11. - Existing buildings. (a)The requirements contained in the Florida Building Code, shall apply to all buildings and/or structures now existing or hereafter erected. All buildings and/or structures and all parts thereof shall be maintained in a safe condition, and all devices or safeguards that are required by the Florida Building Code shall be maintained in good working order. Electrical wiring, apparatus and equipment, and installations for light heat or power and low voltage systems as are required and/or regulated by the Building Code, now existing or hereinafter installed, shall be maintained in a safe condition and all devices and safeguards maintained in good working order. Thank you for your cooperation in this matter. Sincerely, Ismael Naranjo, BO, CFM Property Consulting Group, Inc. Date: July 21, 2025 Attention: Ismael Naranjo, Building Official The Village of Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 (305) 795-2204 Case #: Not Provided Reference: Building Re -Certification Single -Story Retail Building with Specialty School Folio No. 11-3206-013-4210 9723 NE 2 AVE, MIAMI SHORES, FL 33138 Bldg. No: 1, Sq. Ft.: 9,402 Owner: GATOR 9723 NE 2ND AVE LLC 7850 NW 146 ST. 4TH FLOOR, MIAMI LAKES, FL 33016 James Hanskat, P.E, has performed structural inspections of the above -referenced property located in Miami -Dade County, Florida in accordance to the Code of Miami -Dade County, Section 8-11 (f) and found the building is structurally and electrically safe for continued use under present occupancy. The intent of the report is to verify the structural integrity of the structure. This is not a code compliance inspection. In order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structural or electrical systems. To the best of my knowledge and ability, this report represents an accurate opinion of the present condition of the building based upon careful evaluation of observed conditions, to the extent reasonably possible. I, James Hanskat, P.E.# 49801, certify that I currently hold an active license in the state of Florida and am competent through education and experience to provide the engineering services contained in this report. I hereby certify that Property Consulting Group, Inc., holds an active Certificate of Authorization # 8216 to provide the engineering services. Should you have any questions concerning this report, please contact our office. E5 HA NSf'% '..... C E NSF9j;'. * No. 49801 Si aatuJt, Q' 0% '('4 4 R � Print Name: .E. # 49801 Date: Jul 21 >>, ............... a'NA��'�1G,.�`� 1111 405 S Federal Highway, Suite 300, Pompano Beach, FL 33062 Tel (954) 946-7763 Initial Inspection Report REGULATORY AND ECONOMIC RESOURCES DEPARTMENT 11805 SW 261h Street, Miami, Florida 33175 786-315-2000 Miamidade.gov/building 0 Amended Inspection Report after completion of repairs Licensed Engineer(s) or Architect(s) Responsible for Recertification Inspection Inspection Firm Name (if applicable): Property Consulting Group, Inc. Address: 405 S. Federal Highway, Suite 300 Pompano Beach, FL 33062 Telephone Number: 954-946-7763 Email: James@propertyconsultinggroup.com Assuming Responsibility for: (�) All 0 Portion Inspection Commencement Date: 5/15/25 If portion, please list: Inspection Completion Date: 5/15/25 NOTE: Add pages as required to list all additional design professionals assuming responsibility for the Recertification Inspections or portions thereof. Each Design Professional must sign and seal their portion of the work in accordance with Florida Statutes. Please check the condition that applies: 0 Substantial Structural Deterioration Observed 0 Dangerous Condition Observed. Notify Building Official within 10 days 0 Immediate Dangerous Condition Observed. Notify Building and Fire Officials within 24 hours 0 Maintenance needed but does not rise to the level of Substantial Deterioration or Dangerous Passed the Inspection Check box if unpermitted work has been identified as per Sec. 1804.1 FBC, EB Licensed Design Professional Name: James Hanskat, P.E. Engineer 0 Architect License r,—Rrof Etpgineer #49801 fn qualified to pract' i the discipline in which I am hereby signing: Signature: Date: 7/21/25 H.A. No. 49801 . gyp'. STATE OF �SS/ONA� Seal TRis r Lreq base 'pon the minimum inspection requirements of Miami -Dade County Code Sec. 8-11(f) d satisfie heire e slisted in Chapter 18 of the Florida Building Code, Existing Building, inclusive of the ase 1 and Phpections. To the best of my knowledge and ability, this report represents an accurate appraisal of the present conditions of the structure, based on careful evaluation of conditions, to the extent reasonably possible. MDC Building Recertification Structural Report Page 1 of 16 01/25112.0 CASE REFERENCE NUMBER: Not Provided JURISDICTION NAME: Village of Miami Shores *Use separate sheets for additional responses by referencing the report section number. 1. DESCRIPTION OF BUILDING a. Name on Title: GATOR 9723 NE 2ND AVE LLC b. Building Street Address: 9723 NE 2 AVE, MIAMI SHORES, FL 33138 Bldg. #: 1 c. Legal Description: LOTS 10 & 11 BLK 31 MIAMI SHORES SEC 1 AMD PB 10-70 Attached: EL d. Owner's Name: GATOR 9723 NE 2ND AVE LLC e. Owner's Mailing Address: 7850 NW 146 STREET, 4TH FLOOR, MIAMI LAKES, FL 33016 f. Owner's email: info@cedars-ec.com g. Owner's Contact Phone Number: (954) 815-8473 h. Corresponding Property Folio Number: 11-3206-013-4210 i. Name of Condominium or Cooperative Association (if applicable): N/A j. Building code occupancy classification: Mercantile Group-M and Education Group -E k. Present Use: Commercial Retail Building with Specialty School I. General description, type of construction, size, number of stories, and special features: Built in 1948. The single -story commercial building consists of reinforced continuous concrete footings and with reinforced concrete tie -beams and tie -columns. The low sloped flat roofs are constructed of wood I I Ql ling am+are finished with built up reefing n9sterials and have a madified biturnino m. Number of Stories: 1 n. Is this a Threshold Building' as per 553.71(12) F.S. (Yes/No): NO o. Additions to original structure: None observed. p. Provide an aerial of the property identifying the building being certified on a separate sheet. Attached: q. Approximate distance to coast and method used to determine distance:1.4 miles Via GOogle Earth Pro r. Total Actual Building Area of all floors: 9,402 S.F. s. Building Footprint Area: 9,402 IVIDC Building Recertification Structural Report Page 2 of 16 01/25112.0 2. INSPECTIONS a. Date of Notice of Required Inspection: Not Provided b. Date(s) of actual inspection: 5/15/2025 c. Name, license number, and qualifications of licensee submitting report: James Hanskat, P.E., Florida Registration # 49801 1. Discipline of practice: 30 Years of Structural and Electrical Design and Inspection Experience. d. Description of laboratory or other formal testing, if required, rather than manual or visual procedures: N/A: e. Are Any Structural Repairs Required? (YES/NO): No 1. If required, describe, and indicate acceptance: f. Can the building continue to be occupied while recertification and repairs are ongoing? (YES/NO): Yes 1. Explanation/Conditions: Building can continue to be occupied while recertification process is ongoing. g. Is it recommended that the building be vacated? (YES/NO): No h. Has the property record been researched for violations or unsafe cases? (YES/NO): Yes 1. Explanation/Comments: We reviewed the property records and it appears that there are no code violation or unsafe structure cases that would impact the structai a' ii itegi ity of tl ie buildii ig at the time of the il iquil y. MDC Building Recertification Structural Report Page 3 of 16 01/25R2.0 1 3. SUPPORTING DATA (Reference all photos indicated in report with corresponding section number) N/A 34 (See attached Photolog) N/A d. N/A Number of Additional sheets of written data Number of Photographs provided (plus each building elevation) Number Drawings or sketches provided (aerial, site, footprint, etc.) Number of Test reports attached 4. FOUNDATION a. Describe the building foundation based on visual observation, type of construction or existing plans: The building foundation consists of reinforced continuous concrete footings and slab on grade (SOG) construction. b. Is wood in contact or near soil? (Yes/No): NO c. Signs of differential settlement? (Yes/No): No d. Describe any cracks or separation in the walls, columns, or beams that signal differential PROVIDE • • , settlement: No discernible cracks or separation in the walls, columns, or beams that signal differential settlement were identified. e. Is water drained away from the foundation? (Yes/No/Needs Repair): Yes f. Is there additional sub -soil investigation required? (Yes/No): No 1. Describe: N/A S. PRESENT CONDITION OF OVERALL STRUCTURE a. General alignment: (Note: good, fair, poor, significant, explain if significant) " PROVIDE• • 1. Bulging: Good 2. Settlement: Good 3. Deflections: Good 4. Expansion: Good 5. Contraction: Good MDC Building Recertification Structural Report Page 4 of 16 01/25R2.0 b. Portion showing distress: (Note, beams, columns, structural walls, floor, roofs, other) PROVIDE PH• • No beams, columns, structural walls, or floors were noted to be under visible distress upon inspection. c. Surface conditions: Describe general conditions of finishes, cracking, spalling, peeling, PROVIDE• • signs of moisture penetration and stains. Surfaces are in good overall condition, consisting of decorative stucco with a painted finish. d. Cracks: Note location in significant members. Identify crack size as HAIRLINE if barely discernible; PROVIDE PHOTO FINE if less than 1 mm in width; MEDIUM if between 1- and 2-mm width; WIDE if over 2 mm. Hairline (Barely Discernable) No discernible cracks noted on significant structural members. e. General extent of deterioration: Cracking or spalling of concrete or masonry, oxidation of metals; PROVIDE PHOTO 5e rot or borer attack in wood. General Condition is good. No visual cracking or spalling of concrete or masonry, oxidation of metals, rot or borer attack in wood was noted at the time of inspection and sou a ffi-aintained routinely f. Previous patching or repairs (Provide description and identify location): • • • • • No significant previous patching or repairs were identified. g. Nature of present loading: (Indicate residential, commercial, storage, other.) Other -Identify A review of the prior SFBC and recent FBC indicates that the Uniform Live Load is 30 PSF for the roof -and 50 PSF f6i the floors. The building consist of commercial retail building with a specialty scljool. h. Are there any other significant observations? (Yes/No): No 1. Describe: N/A MDC Building Recertification Structural Report Page 5 of 16 01/25R2.0 6. MASONRY BEARING WALL: (Indicate good, fair,poor, significant on appropriate lines) This Sectionis N A: ❑ • • • • • a. Concrete masonry units: Good b. Clay the or terra cota units: N/A c. Reinforced concrete tie columns: Good d. Reinforced concrete tie beams: Good e. Lintel: Good f. Other type bond beams: N/A PROVIDE PH• • • g. Exterior masonry finishes (choose those that apply): 1. stucco: Good 2. Veneer: Good Masonry Brick 3. Paint only: Good 4. Other (describe): N/A h. Interior masonry finishes (choose those that apply): • • • • • . 1. Vapor barrier: N/A 2. Furring and plaster: Good 3. Paneling: N/A 4. Paint only: Good 5. Other (describe): N/A i. Cracks: • • • • • . 1. Location (note beams, columns, other): N/A 2. Description: No discernible cracking was noted on beams or columns. j. Spalling None Observed " • • • • 1. Location (note beams, columns, other): N/A 2. Description: No discernible spalling identified on beams or columns. MDC Building Recertification Structural Report Page 6 of 16 01/25R2.0 k. Rebar corrosion (indicate worst case by selecting one from lines 1-4): ' • • • • . 1. None visible: 2. Minor (patching will suffice): 3. Significant (but patching will suffice): 4. Significant (structural repairs required) I. Samples chipped out for examination in spalled areas (Yes/No): No 1. Yes —describe color, texture, aggregate, general quality: N/A 7. FLOOR AND ROOF SYSTEM a. Roof (Must access and provide) 1. Describe (roof shape, type roof covering, type roof deck, roof structural framing, condition): ' ' • • • . Roof Pitch: Flat (<2:12) Roof Cladding Type: Built-up Roof Deck Material: Wood Roof Structural Framing Type: Wood Roof Structural Framing Condition: Good 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment iPROVIDE PHOTO and condition of supports: The building is provided with HVAC condenser units mounted on elevated metal stands or curbs. Noted o be in good condition. 3. Describe roof drainage system, main and overflow, and indicate condition: I U I'DITJ 1110:1• • The flat roof is pitched to the scuppers and downspouts. Noted to be in good condition. 4. Describe parapet construction and current conditions: • . • • • Parapet walls are constructed of concrete masonry units (CMUs). Noted to be in good overall condition. 5. Describe mansard construction and current conditions: • . • • • N/A MDC Building Recertification Structural Report Page 7 of 16 01/25R2.0 6. Describe roofing membrane/covering and current conditions: Good " • • • • The low sloped flat roofs of the building are finished with a modified bitumen roofing membrane/covering. Noted to be in good overall condition. 7. Describe any roof framing member with obvious overloading, overstress, deterioration PROVIDE • • or excessive deflection: No roof framing members were noted to show obvious overloading, overstress, deterioration or excessive deflection. 8. Note any expansion joints and condition: . • • • • N/A b. Floor system(s): 1. Describe the floor system at each level, framing, material, PROVIDE • • typical spans and indicate condition: Good Reinforced slab on grade (SOG) construction. Nntpd to he in anod condition 2. Balconies: Indicate location, framing system, materials and condition: • • • • • • 1 Construction: No Balcony N/A -The building is not provided with balconies Condition: Location: 3. Stairs and escalators: indicate location, framing system, material, and condition: N/A: ' • • • • • N/A 4. Ramps: indicate location, framing type, material, and condition: N/A: • • • • • The building is provided with a reinforced concrete ADA ramp with metal railings located in Unit 9727 and noted o be in good condition. 5. Guardrails and handrails: describe type, material, and condition: N/A: " • • • The ADA ramp is provided with metal guardrails/handrails and noted to be in good condition. c. Inspection — note exposed areas available for inspection, and where it was found necessary to open ceilings, etc. for inspection of typical framing members. Attic hatch was opened to visually observe the wood framing members. MDC Building Recertification Structural Report Page 8 of 16 01/251112.0 8. STEEL FRAMING SYSTEM This Section is Not Applicable: W a. Description of system at each level: PROVIDE PH• • :. N/A b. Exposed steel members: describe condition of paint and degree of corrosion: ' ' • • • = • N/A c. Steel connections: describe type and condition: PROVIDE PH• • N/A d. Concrete or other fireproofing: note any cracking or spalling of encased member and note PROVIDE PH• where any covering was removed for inspection: • • • N/A e. Identify any steel framing member with obvious overloading, overstress, deterioration, or .. • 1 • excessive deflection (provide location): • :. N/A f. Elevator sheave beams and connections, and machine floor beams: note condition: N/A: W] • • • • • • N/A 9. CONCRETE FRAMING SYSTEM This Section is Not Applicable: 17 a. Full description of concrete structural framing system: ' ' • • • • The structural framing system consists of concrete masonry units (CMUs) with reinforced concrete tie -beams and tie -columns. The building is slab on grade construction. b. Cracking " • • • ' • 1. Not Significant: 2. Significant but patching will suffice: 3. Significant: Structural repairs required: 4. Location and description of members affected and type cracking: N/A MDC Building Recertification Structural Report Page 9 of 16 01/25R2.0 c. General condition Concrete framing was noted to be in good general condition. d. Rebar corrosion — check appropriate line 1. None visible: 2. Location and description of members affected and type cracking: N/A ❑� " • • • ' • N/A 3. Significant but patching will suffice: N/A Z " • • • • • N/A 4. Significant: structural repairs required (describe): N/A Z MIUMUMIL411" N/A e. Samples chipped out in spall areas: 1. No: Z 2. Yes, describe color, texture aggregate, general quality: 1.0 • 0 • • '' f. Identify any concrete framing member (e.g. slabs and transfer elements) with obvious • • 0 • • • • overloading, overstress, deterioration (e.g. efflorescence at underside of slab or at base of column or wall), or excessive deflection: No concrete framing members showing obvious overloading, overstress, deterioration or excessive deflection weie identified. 10. WINDOWS, STOREFRONTS, CURTAINWALLS AND EXTERIOR DOORS a. Windows/Storefronts/Curtainwalls/Skylights • • • • 8 1. Type (Wood, steel, aluminum, vinyl, jalousie, single hung, double hung, casement, awning, pivoted, fixed, other): The building is provided with fixed windows and single hung vertical sliding windows set in aluminum 2. Anchorage: type and condition of fasteners and latches: Good Windows are attached with screws and were noted to be in good condition. MDC Building Recertification Structural Report Page 10 of 16 01/25R2.0 3. Sealant: type and condition of perimeter sealant and at mullions: Good Due to design and use, sealant is not significant. Windows are sealed at sills with caulking as needed. 4. Interiors seals: type and condition at operable vents: Due to design and use, sealant is not significant. Vents are sealed at sills with caulking as needed. 5. General condition: Good 6. Describe any repairs needed: Repairs Not Required. Owner's proactive routine maintenance will be sufficient. b. Structural Glazing on the exterior envelope of Threshold Buildings (Yes/No): No 1. Previous Inspection Date: N/A 2. Description of Curtain Wall Structural Glazing and adhesive sealant: N/A 3. Describe Condition of System: N/A c. Exterior Doors (All types included) • • • • • • 1. Type (Swing Wood, Swing Steel, Storefront, Sliding Door, Overhead other, please describe): The building is provided with store front doors and rear metal doors set in metal frames. 2. Anchorage: type and condition of fasteners and latches: Good Doors and windows are attached with screws and were noted to be in good condition. 3. Sealant: type and condition of sealant: Good Due to design and use, sealant is not significant. Windows are sealed at sills with caulking as needed. MDC Building Recertification Structural Report Page 11 of 16 01/25R2.0 4. General condition: Good 5. Describe any repairs needed: Repairs Not Required Repairs not required, owner's proactive routine maintenance will be sufficient. 11. WOOD FRAMING This Section is Not Applicable: ❑ a. Type: fully describe if mill construction, light construction, major spans, trusses: " • • • The building is provided with wood framing for the flat roofs, as well as light construction, non load b. Indicate the condition of the following: .. • • • 1. Walls: Good Noted to be in good condition. 2. Floors: N/A 3. Roof member, roof trusses: Good Wood framing for the flat roofs. Noted to be in good condition. c. Note metal connectors (i.e., angles, plates, bolts, split pintles, other, and note condition): " • • • Good Truss connector plate, or gang plate. d. Joints: note if well fitted and still closed: " • • • Oro Joints are well fitted and still closed and noted to be in good condition. IVIDC Building Recertification Structural Report Page 12 of 16 01/25R2.0 e. Drainage: note accumulations of moisture " • • • Drainage was noted to be in good overall condition and no significant accumulations of moisture was identified at the time of inspection. f. Ventilation: note any concealed spaces not ventilated: " • • • The building is provided with ventilation screens on the side of the building. g. Note any concealed spaces opened for inspection: " • • ODIUM N/A h. Identify any wood framing member with obvious overloading, overstress, deterioration, . • • • • or excessing deflection. (Is Structural Repairs Required?): No wood framing members were noted to present obvious overloading, overstress, deterioration, or excessing deflection. 12. BUILDING FACADE INSPECTION (Threshold Buildings') is S ction , , • , In • • a. Identify and describe the exterior walls and appurtenances on all sides of the building. (Cladding type, corbels, precast appliques, etc.) N/A b. Identify the attachment type of each appurtenance type (mechanically attached or adhered): N/A c. Indicate the condition of each appurtenance (distress, settlement, splitting, bulging, cracking, loosening of metal anchors and supports, water entry, movement of lintel or shelf angles, or other defects): N/A IVIDC Building Recertification Structural Report Page 13 of 16 01/25R2.0 13. SPECIAL OR UNUSUAL FEATURES IN THE BUILDING This Section isN/A ❑ a. Identify and describe any special or unusual feature (i.e. cable suspended structures, tensile fabric roof, large sculptures, chimneys, porte-cochere, retaining walls, seawalls, signs, canopy, awnings, attached terraces, etc.) Canvas awnings are provided for a portion of the tenant spaces. b. Indicate condition of the special feature, its supports, connections, and if repairs are required: The metal framed canvas awning are bolted to the exterior wall. Noted to be in good condition. 14. UNDERGROUND OR LOWER -LEVEL PARKING GARAGES This section is N/A: , IOWT 1 , $ D , CHECKLIST ITEMS TO CONFIRM OR CONSIDER FOR UNDERGROUND PARKING GARAGE: 14A. CURRENT Base Flood Elevation: ft. (Select Datum) Note: All elevation datums provided must be in the same datum as the Flood Insurance Rate Map (FIRM). 1. What is the wet season2 ground water elevation (water table): ft. (Select Datum) 2. What is the elevation of lowest parking garage finished floor: ft. (Select Datum) 3. What is the elevation of the parking garage entrance: ft. (Select Datum) 4. Is the wet season ground water elevation (water table) higher than the lowest floor elevation? Select (Yes or No) Explanation: N/A 5. Is the garage entrance elevation lower than the base flood elevation? Select: (Yes or No) Explanation: N/A 6. List use of structure above the underground portion of the parking garage. (e.g. parking, terrace, occupiable space): Describe: N/A 7. Does underground parking structure show any evidence of bulging, settlement, cracking or deflection? Describe: Describe: N/A MDC Building Recertification Structural Report Page 14 of 16 01/25R2.0 8. Describe general surface conditions (cracking, spalling, peeling, or staining) Explanation: N/A 14B. 1. Do the parking garage slabs (overhead and floor slabs) and/or walls show evidence of leakage (efflorescence at the underside of slab or at base of column)? (Yes or No): Explanation: N/A 2. Is there any evidence of previous patching or repairs? (Yes or No): Explanation: N/A 'THRESHOLD BUILDING: In accordance with Florida Statute, any building which is greater than 3 stories or 50 feet in height, or which has an assembly occupancy classification that exceeds 5,000 square feet in area and an occupant content of greater than 500 persons. z WET SEASON: Compare the current Base Flood Elevation (BFE) on the latest FEMA Flood Insurance Rate Map (FIRM) with the October water table elevation shown in the Miami -Dade County Average Ground Water October maps available with the Miami -Dade Department of Environmental Resource Management (DERM) MDC Building Recertification Structural Report Page 15 of 16 01/25R2.0 15. DETERIORATION N/A: ✓0 9 IRGIVI 111• • 2 US a. Based on the scope of inspection, describe any structural deterioration and describe the extent of such deterioration. N/A If Substantial Structural Deterioration has been observed: N/A: W] � •90116110= 16. Identify the damage and describe the extent of the substantial structural deterioration along with the need for maintenance, repair and/or replacement recommendations. N/A 17. Identify and describe areas requiring added inspection as well as results of any testing. N/A 18. Describe manner and type of inspections performed. N/A 19. Provide graded urgency of each recommended repair. N/A 20. State whether unsafe or dangerous conditions exist, as these terms are defined in the Florida Building Code, where observed. N/A MDC Building Recertification Structural Report Page 16 of 16 01/25112.0 MCOUNT J Department of Regulatory and Economic Resources 11805 SW 26th Street Miami, Florida 33175-2474 786-315-2000 miamidade.gov/building CERTIFICATION OF COMPLIANCE WITH PARKING LOT GUARDRAILS STANDARDS IN CHAPTER 8C-6 OF THE CODE OF MIAMI-DADE COUNTY Case No. Not Provided Folio No. 11-3206-013-4210 Property Address: 9723 NE 2 AVE, MIAMI SHORES, FL 33138 Bldg. No. 1 Sq. Footage: 9,402 Building Description: Single -Story Retail Building with Specialty School The building is not provided with parking. I am a Florida registered professional H engineer / ❑ architect with an active license. On May 15th , 20 25 1 inspected the parking lots servicing the above referenced building for compliance with Section 8C-6 and determined the following (check only one): ❑E The parking lot(s) is not adjacent to or abutting a canal, lake, or other body of water. ❑ The parking lot(s) is adjacent to or abutting a canal, lake or other body of water and parked vehicles are protected by a guardrail that complies with Section 8C-6 of the Miami- Dade County Code. ❑ The parking lot(s) is adjacent to or abutting a canal, lake or other body of water and parked vehicles are of protected by a guardrail that complies with Section 8C-6 of Miami -Dade County Code. I have advi d the property owner that �e IaMl hrlo$t,pbtain a permit for the installation of theguardrail and obtai all required inspection r1 a t(Y4 forcement action. No° 4980 � OF ature and S I` rchitect or EncftqL I D \';< 1 , ems ''% /UNA L ECG James Hanskat, P.E. Print Name 7/21 /25 Date 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog oil Ev Aerial View of Property Aerial View of Property Line Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog Building Elevation (North) Building Elevation (South) Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog Building Elevation (East) Building Elevation (West) Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 4.d. No Discernible Cracks, Separation or Differential Settlement 5.a. Present Condition of Overall Structure Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 5.c. View of Surface Conditions 5.c. View of Surface Conditions Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 6. View of Masonry Bearing Wall 6.h. View of Interior Masonry Finishes Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 7.a.1. Type & Condition Roof System 7.a.2. View of Air Conditioning Equipment Property Consulting Group, Inc. [ A. 210 TO. View of Roof Drains �W—A View of Parapet Wall Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 7.a.6. View of Roof Membrane/Covering 7.a.6. View of Roof Membrane/Covering Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 7.a.7. View of Roof Framing Members 7.b.1. Type & Condition of Floor System(s) Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 7.b.1. Type & Condition of Floor System(s) 7.b.4. View of Ramp(s) Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 9.a. View of Concrete Framing System k 'r 10.a. View of Windows Property Consulting Group, Inc. { t. I'; 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog va 10. a. View of Windows 10.c.1. View of Exterior Doors Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 10.c.1. View of Exterior Doors 1 La. View of Wood Framing Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 1 Le. View of Drainage System 1 l.f. View of Ventilation Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 13. Special or Unusual Feature(s) 13. Special or Unusual Feature(s) Property Consulting Group, Inc. 9723 NE 2 AVE, Miami Shores, FL 33138 Structural Photolog 7.b.5. View of Guardrails & Handrails Other (describe): Typical Interior View Property Consulting Group, Inc. M IAM 1•VVIV DADE &LIJAM Q Initial Inspection Report REGULATORY AND ECONOMIC RESOURCES DEPARTMENT 11805 SW 26th Street, Miami, Florida 33175 786-315-2000 Miamidade.gov/building OAmended Inspection Report after completion of repairs Licensed Engineer(s) or Architect(s) Responsible for Recertification Inspection Inspection Firm Name (if applicable): Property Consulting Group, Inc. Address: 405 S. Federal Highway, Suite 300 Pompano Beach, FL 33062 Telephone Number: 954-946-7763 Email: James@propertyconsultinggroup.com Assuming Responsibility for: (�) All 0 Portion If portion, please list: Inspection Commencement Date: 5/15/25 Inspection Completion Date: 5/15/25 NOTE: Add pages as required to list all additional design professionals assuming responsibility for the Recertification Inspections or portions thereof. Each Design Professional must sign and seal their portion of the work in accordance with Florida Statutes. Please check the condition that applies: Q Dangerous Condition Observed. Notify Building Official within 10 days QImmediate Dangerous Condition Observed. Notify Building and Fire Officials within 24 hours QMaintenance needed but does not rise to the level of Dangerous OPassed the InspectionL Licensed Design Professional: Name: James Hanskat, I.E. QEngineer OArchitect se Number:'Prdf\E66ineer #49801 I am qualified to jar is the discipline in which I am hereby signing: gnAture: ��_ Date:7/21/25 �''�i.ES..HANS� •,. cENs� ..9� . No. 49801 A`., STATE OF 0,n •' • F(0 R 10 p''••���� ,fSS10NP Seal This Nkort has been d upon the minimum inspection requirements of Miami -Dade County Code Sec. 8-11(f). of m knowledge and ability, this report represents an accurate appraisal of the present conditions of the electrical system, based on careful evaluation of conditions, to the extent reasonably possible. MDC Building Recertification Electrical Report Page 1 of 10 01/25112.0 CASE REFERENCE NUMBER: Not Provided JURISDICTION NAME: Village of Miami Shores *Use separate sheets for additional responses by referencing the report section number. 1. DESCRIPTION OF BUILDING a. Name on Title: GATOR 9723 NE 2ND AVE LLC b. Building Street Address: 9723 NE 2 AVE, MIAMI SHORES, FL 33138 Bldg. #: 1 c. Legal Description: LOTS 10 & 11 BLK 31 MIAMI SHORES SEC 1 AMD PB 10-70 Attached: ❑ d. Owner's Name: GATOR 9723 NE 2ND AVE LLC e. Owner's Mailing Address: 7850 NW 146 ST, 4TH FLOOR, MIAMI LAKES, FL 33016 f. Owner's email: info@cedars-ec.com g. Owner's Contact Phone Number: (954) 815-8473 h. Corresponding Property Folio Number: 11-3206-013-4210 i. Name of Condominium or Cooperative Association (if applicable): N/A j. Building code occupancy classification: Mercantile Group-M and Education Group -E k. Present Use: Commercial Retail Building with Specialty School I. General description, type of construction, size, number of stories, and special features: Built in 1948. The single -story commercial building consists of reinforced continuous concrete footings and with reinforced concrete tie -beams and tie -columns. The low sloped flat roofs are constructed of wood .0 wn'n- and -are finished with built up reefing rnateria's and have a rnedified biturnine m. Number of Stories: 1 n. Is this a Threshold Building' as per 553.71(12) F.S. (Yes/No): No o. Additional Comments: None MDC Building Recertification Electrical Report Page 2 of 10 01/251112.0 2. INSPECTIONS a. Date of Notice of Required Inspection: b. Date(s) of actual inspection: 5/15/2025 c. Name and qualifications of licensee submitting report: James Hanskat, P.E., Florida Registration # 49801 w 30 Years Structural & Electrical Design and Inspection. d. Are Any Electrical Repairs Required? (YES/NO): No 1. If required, describe, and indicate acceptance: No electrical repairs are required. e. Can the building continue to be occupied while recertification and repairs are ongoing? (YES/NO): Yes 1. Explanation/Conditions: Yes, the building can be occupied while recertification and repairs are ongoing. 3. ELECTRICAL SERVICE • • • . • • a. Size: Voltage( 240 ) Amperage ( 1575) Type: Fuses (X ) Breakers ( X ) b. Phase: Three -Phase ( e ) Single Phase ( ) c. Condition: Good ( ) Fair ( ) Needs Repair ( ) Comments: The building is provided with overhead electrical services with 10OA-400A Main Disconnect, 120/240 Volt, Single Phase and Three Phase. lhese disconnects feed the tenants 10OA-225A sub panes. 4. METERING EQUIPMENT19,50IT41010:100911AXAM 1. Clearances: Good ( ) Fair () Needs Correction () Comments: Metering equipment was accessible and in good condition. MDC Building Recertification Electrical Report Page 3 of 10 01/25R2.0 S. ELECTRIC ROOMS Not Applicable: 1110:11191119162 1. Clearances: Good ( ) Fair ( ) Needs Correction () Comments: Electrical service is located outside of the southern and southwestern side of the building and has adequate clearances. 6. GUTTERS Not Applicable: ❑ " • • • • 1. Location: Good ( ) Needs Repair () 2. Taps and Fill: Good ( ) Needs Repair ( ) Comments: Gutters and wireways were in good condition. 7. ELECTRICAL PANELS • . . 1. Panel # ( 125A ) Location: Unit #9725 (Tenant Sub -panel) Good ( e ) Needs Repair ( 0) 2. Panel # ( 150A ) Location: Unit #9727 (Tenant Sub -panel) Good ( e ) Needs Repair ( 0) 3. Panel # ( 125A ) Location: Unit #9723 (Tenant Sub -panel) Good ( ) Needs Repair ( ) 4. Panel # ( 125A ) Location: Unit #9721 (Tenant Sub -panel) Good ( ) Needs Repair ( ) 5. Panel # (100A ) Location: Unit #212 (Tenant Sub -panel) Good ( e ) Needs Repair ( ) Use separate sheets for additional panels. MDC Building Recertification Electrical Report Page 4 of 10 01/25R2.0 7. ADDITIONAL ELECTRICAL PANELS • • • • 6. Panel # ( 225A ) Location: Unit #210 (Tenant Sub -panel) Good ( ) Needs Repair ( ) 7. Panel # ( 125A ) Location: Unit #216 (Tenant Sub -panel) (Quantity 2) Good ( ) Needs Repair ( ) 8. Panel # (225A ) Location: Unit #9717 (Tenant Sub -panel) Good ( ) Needs Repair ( 0) 9. Panel # (200A ) Location: House Panel (Exterior Wall) Good ( ) Needs Repair ( 0) 10. Panel # ( ) Location: Good ( ) Needs Repair ( 0) 11. Panel # ( ) Location: Good ( ) Needs Repair ( 0) 12. Panel # ( ) Location: Good ( ) Needs Repair ( 0) 13. Panel # ( ) Location: Good ( ) Needs Repair ( 0) 14. Panel # ( ) Location: Good ( ) Needs Repair ( ) 15. Panel # ( ) Location: Good ( 0) Needs Repair ( ) 16. Panel # ( ) Location: Good ( ) Needs Repair ( 0) 17. Panel # ( ) Location: Good ( ) Needs Repair ( 0) 18. Panel # ( ) Location: Good ( ) Needs Repair ( 0) 19. Panel # ( ) Location: Good ( ) Needs Repair ( 0 ) 20. Panel # ( ) Location: Good ( U ) Needs Repair ( 0) Comments: All Panels and Disconnects were in good condition. (See Additional PanelSheet) 8. BRANCH CIRCUITS (Exiting panel enclosure) ' • • • • 1. Identified: Yes ( ) Must be Identified ( ) 2. Conductors: Good ( ) Deteriorated () Must be Replaced ( ) Comments: All branch circuits have been identified, and noted to be in good condition. 9. GROUNDING OF SERVICE " • • • ' Good ( j Needs Repair ( ) Comments: Electrical services are grounded properly to a rod and in good standing. 10. BRANCH CIRCUIT EQUIPMENT GROUNDING SYSTEM ' • • • • • Good ( ) Needs Repair ( ) Comments: Branch circuits are grounded properly and in good condition. MDC Building Recertification Electrical Report Page 5 of 10 01/25R2.0 11. SERVICE CONDUIT/RACEWAYS " • • • Good ( ) Needs Repair ( ) Comments: Service conduit/raceways were noted to be in good condition. 12.GENERAL CONDUIT/RACEWAYS " • • • Good ( ) Needs Repair ( ) Comments: General conduit/raceways were noted to be in good condition. 13.WIRE AND CABLES " • • • Good ( U0) Needs Repair ( UO) Comments: Wire and cables were noted to be in good general condition. 14.BUSWAYS Not Applicable: " PROVIDE• • 14 Good ( ) Needs Repair ( ) Comments: N/A MDC Building Recertification Electrical Report Page 6 of 10 01/25R2.0 15.THERMOGRAPHY INSPECTION RESULTS Not Applicable: 0 • • • • • Design Professional to summarize results below. Attach thermography report by certified thermographer. Are there any anomalies reported in the thermography report? (Yes/No): No Comments: The electrical system was inspected with a Flir Gen 2 Infrared (IR) Camera by Level II IR ermograp erJames Hanskat, P.E. and basedupon the limited IR study, no thermal anomalies were identified that would suggest there are any latent electrical deficiencies. 16.OTHER CONDUCTORS • • • Good ( ) Needs Repair ( ) Comments: N/A 17.TYPES OF WIRING METHODS • • . • • 1. Conduit Raceways Metallic: Good ( ) Needs Repair ( ) N/A ( ) 2. Conduit PVC: Good ( ) Needs Repair ( 0 ) N/A ( ) 3. NM Cable: Good () Needs Repair ( 0 ) N/A ( ) 4. Other Conductors/Cables: Good () Needs Repair ( 0 ) N/A ( ) a. Other Conductors/Cables (Specify): Comments: Wiring methods were terminated correctly and in good condition. 18.EXISTING EMERGENCY LIGHTING (BUILDING INTERIOR) " • ' ' '[ODUR Good ( ) Needs Repair ( ) N/A () Comments: All emergency lighting is functional and in good working condition. MDC Building Recertification Electrical Report Page 7 of 10 01/25R2.0 19.EXISTING BUILDING EGRESS ILLUMINATION (BUILDING EXTERIOR) 19IWOM 111• • • Good ( ) Needs Repair ( ) N/A () Comments: All building egress illumination is in good working condition. 20.EXISTING FIRE ALARM SYSTEM " • • • • Good ( ) Needs Repair ( ) N/A ( ) Comments: N/A 21.EXISTING SMOKE DETECTORS (Part of afire alarm system only) Not Applicable: PROVIDE PHOTO 21 Good ( ) Needs Repair ( ) N/A ( ) Comments: N/A 22.EXISTING EXIT SIGNS (ILLUMINATED) " • • • Good ( • ) Needs Repair ( ) N/A () Comments: All exit sign lights are functional and in good working condition. MDC Building Recertification Electrical Report Page 8 of 10 01/25R2.0 23.EMERGENCY GENERATOR " • • • Good ( ) Needs Repair ( ) N/A ( ) Comments: N/A 24.WIRING IN OPEN OR UNDERCOVER PARKING GARAGE AREAS " • • • ' Good ( ) Requires Additional Illumination( 0) N/A () Comments: Wiring in open parking lots are in good condition. 2S.OPEN OR UNDERCOVER PARKING GARAGE AND EGRESS ILLUMINATION " • • • Good ( ) Requires Additional Illumination( ) N/A ( ) Comments: All parking lot illumination was functional and in good working condition. 26.SWIMMING POOL WIRING L91 COMPPAM Good ( ) Needs Repair ( ) N/A ( ) Comments: N/A MDC Building Recertification Electrical Report Page 9 of 10 01/25R2.0 27. WIRING TO MECHANICAL EQUIPMENT lei 1191PSM Good ( •` ) Needs Repair ( 0) N/A () Comments: Wiring to mechanical equipment was in good overall condition. 28. UNDERGROUND OR LOWER -LEVEL PARKING GARAGES N/A: "• ' • • CHECKLIST ITEMS TO CONFIRM OR CONSIDER FOR UNDERGROUND PARKING GARAGE: Number of Levels Below Grade Plane: A. Are the sump pumps operational? Select: (Yes/Need Repair/N/A) Explanation: N/A B. If the elevator(s) travel below grade plane: 1. Are they programmed to return to a level at or above BFE plus freeboard: Select: (Yes, No, Needs Repair, Will Retrofit): Explanation: N/A 2. Are they equipped with sensors that prevent the cab from descending into a flooded hoistway? Select: (Yes, No, Needs Repair, Will Retrofit): Explanation: N/A C. Are the branch electrical circuits feeding devices below grade plane protected by a Ground Fault Circuit Interrupter (GFCI) breaker? Select: (Yes, No, Needs Repair, Will Retrofit): Explanation: N/A 129. GENERAL ADDITIONAL COMMENTS None MDC Building Recertification Electrical Report Page 10 of 10 01/25R2.0 M IAM I -DARE Department of Regulatory and Economic Resources 11805 SW 26th Street Miami, Florida 33175-2474 786-315-2000 miamidade.gov/building CERTIFICATION OF COMPLIANCE WITH PARKING LOT ILLUMINATION STANDARDS IN CHAPTER 8C-3 OF THE CODE OF MIAMI-DADE COUNTY Case No. Not Provided Folio No. 11-3206-013-4210 Property Address: 9723 NE 2 AVE, MIAMI SHORES, FL 33138 Bldg. No. 1 , Sq. Footage: 9,402 Building Description: Single -Story Retail Building with Specialty School The building is not provided with parking. 1. 1 am a Florida registered professional N engineer / ❑ architect with an active license. 2. on May 15 , 2025 , at ❑ AM / ❑■ PM, I measured the level of illumination in the parking lot(s) serving the above -referenced building. 3. Maximum Minimum Maximum to Minimum Ration foot candle foot candle foot candle 4. The level ofillUrnination provided in the parking lot X meets / ❑ does not meet the minimum standards for t occupancy classification of the building as established in Section 8C-3 of the _-.Miami-Dade C my Code. ignature and S of rckitec James Hanskat, PE Print Name 7/21 /2025 Date c <1\ = oo 4980 b r= qr or tA %, A L ENS BUILDING RECERTIFICATION THERMOGRAPHIC \\\\ N oe o j0• ''''1D A -,q4 ENGMC�` \\\ ///111111111ttttt\\ REPORT Inspection Details Thermographer James Hanskat P.E. Company Name Property Consulting Group Client Gator 9723 NE 2nd Ave LLC Inspection Date 5/15/25 & 7/7/25 Address 9723 NE 2 Avenue Miami Shores, FL 33138 Report Name Electrical Thermography PsritC T I I` I�� J` I Level II James Hanskal, P.E. No: 16420 �z S7r- T� Purpose: The purpose of the Infrared Thermography Inspection and written report is to confirm within reasonable fashion that the electrical systems are verified by a certified infrared thermographer, and deemed safe for continued use under present occupancy. Scope: The standard of care for the limited infrared inspection is based upon the Infrared Inspection of Electrical Systems & Rotating Equipment, Infraspection Institute, Burlington, New Jersey. The reporting method for this type of work is "report by exception" which means a comprehensive report including all thermographs are not included in the report. Rather the IR camera and software are used to detect anomalies and these are reported and representative photos are provided. The standard for determining anomalies is the InterNational Electrical Testing Association (NETA) maintenance testing Temperature Differential (Delta T) method. Max and Min temperature values are compared to produce a reference for determining if thermal anomalies are detected. During the inspection process, electrical equipment such as: busways, switchgear, panelboards, load centers, disconnects, Variable Frequency Drives (VFDS), starters, control panels, electromechanical timers, meter centers, gutters junction boxes, automatic/manual transfer switches, exhaust fans and transformers can be examined through an Infrared Thermal Imager (infrared camera). Level -II or higher thermographers can recognize and document thermal anomalies in electrical systems such as loose connections and overloaded circuits, which are the most common causes of electrical fires. Electrical fires can start in practically no time under the right conditions. They can also develop slowly over time if the electrical systems degrade. This is why it's important to take preventative measures with Infrared Thermography Inspections. Non -contact (infrared) temperature sensing reads temperature by intercepting a portion of the infrared energy emitted by an object or substance and detecting its intensity. Infrared imaging allows apparent temperatures to be seen as gradient colors, with hotter spots displayed as brighter colors, and cooler spots displayed as darker colors. When a malfunctioning electrical component or connection is generating more heat than it should be, its apparent temperature will make it stand out right away when viewed through thermal imaging. The condition of building electrical components evaluated were broken down into one of the following priority levels: Priority 0 - (32 < 41 F) No abnormality, component is functioning normally. Priority 1 - (42 < 50 F) Low grade fault, monitor equipment and plan another routine inspection. Priority 2 - (51 < 68 F) Medium grade fault, corrective measures should be made. Priority 3 - (69 < 104 F) High grade fault, corrective measures should be made as soon as possible. Priority 4 - (> 104 F) Critical fault, immediate action is required. GENERAL COMMENTS: Electrical system was in good overall condition. The electrical equipment was analyzed using a Teledyne FUR ONE PRO-iOS Thermal Camera, on May 15th, 2025. Ambient temperature for the subject property at the time of inspection was approximately 90 F. The components with the greatest variation from ambient temperature were recorded, including additional components identified as potential Exceptions. PRIORITY LEVEL: Priority 0 - (32 < 41 F) No abnormality, component is functioning normally. The existing electrical system remains functional. No thermal anomalies were identified that would suggest there are any latent electrical issues. oa nfraspection nstitute CERTIFIED INFRARED THERMOGRAPHER Level -II No. 16420 James Hanskat Has satisfactorily completed the Infraspection Institute Level -II training course and Examination in the radiometric theory and application of infrared thermal imaging equipment and is a Level -II Certified Infrared Thermographer. This course meets the requirements for training of Level -II NDT personnel in the Thermal / Infrared Testing Method in accordance with the American Society for Nondestructive Testing document, SNT-TC-1A. �P nTIFI >• n U 07/14/2023 Date R. arnes Seffri ��Fij�FRAttti°2W Director LEV Continuing Education Hours: 32 CIG"X5 1.11 1Y - I I V%pr L%..I IVIV L%(V IF IV I L.IV I I.IJ1 DETAILS COLUMN: Y=panels/doors off or open, N=panels/doors on or closed, NI = not inspected, OFF=equipment was not in operation Location Equipment Delta T Actual Severity Page Number Exterior Wall Metering Equipment 9.2 Normal 5 Outside Gutters, Wireways 4 Normal 6 Outside Tenant Disconnect(s) 2.8 Normal 7 Outside Tenant Disconnect(s) 2.8 Normal 8 Outside Tenant Disconnect(s) 6 Normal 9 Outside Tenant Disconnect(s) 6.6 Normal 10 Outside Tenant Disconnect(s) 1.4 Normal 11 Outside Tenant Disconnect(s) 2.2 Normal 12 Outside House Sub -panel 0.4 Normal 13 Tenant Space Tenant Sub -panel 1.8 Normal 14 Tenant Space Tenant Sub -panel 0.6 Normal 15 Tenant Space Tenant Sub -panel 2.9 Normal 16 Tenant Space Tenant Sub -panel 6.9 Normal 17 Tenant Space Tenant Sub -panel 5.6 Normal 18 Tenant Space Tenant Sub -panel 0.7 Normal 19 Tenant Space Tenant Sub -panel 2.6 Normal 20 Outside Grounding of Service 1.2 Normal 21 Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 T Relative humidity 50.0% Ext. optics temp. 77.0 °F Ext. optics trans. 0.80 Reference temp. 0.0 "F Measurements Text annotations Ampacity Other: Equipment Metering Equipment Location Exterior Wall Delta T ( 9.2 Actual Severity Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 T Relative humidity 50.0% Ext. optics temp. 77.0 `F Ext. optics trans. 0.80 Reference temp. 0.0 T Measurements Text annotations Ampacity Other: Equipment Gutters, Wireways Location Outside Delta T 14 Actual Severity I Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 'F Atmospheric temp. 32.0 `C Relative humidity 50.0% Ext. optics temp. 77.0 'F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Bx1 Max 77.7 °F Avg 75.7 °F Min 74.1 °F Spl 80.5 `F Text annotations Ampacity 125A Equipment Tenant Disconnect(s) Location Outside Delta T 2.8 Actual Severity Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 'F Ext. optics trans. 0.80 Reference temp. 0.0 `F Measurements Text annotations Ampacity 100A Equipment Tenant Disconnect(s) Location Outside Delta T 12.8 Actual Severity I Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 "F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 °F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Text annotations Ampacity 200A Equipment Tenant Disconnect(s) Location Outside Delta T 16 Actual Severity I Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 °F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Text annotations Ampacity 125A Equipment Tenant Disconnect(s) Location Outside Delta T 16.6 Actual Severity I Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 `F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 "F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Text annotations Ampacity 60A Equipment Tenant Disconnect(s) Location Outside Delta T 11.4 Actual Severity I Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 `F Atmospheric temp. 32.0 'C Relative humidity 50.0% Ext. optics temp. 77.0 °F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Bxi Max 88.6 °F Avg 87.6 °F Min 86.8 °F Sp1 90.8 °F Text annotations Ampacity, 125A Equipment Tenant Disconnect(s) Location Outside Delta T ( 2.2 Actual Severity Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 °F Ext. optics trans. 0.80 Reference temp. 0.0 'F Measurements Text annotations Ampacity 200A Equipment House Sub -panel Location Outside Delta T 10.4 Actual Severity I Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 °F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Bx1 Max Avg Min Spl 69.0 ° F 67.6 *F 66.7 °F 67.1 °F Text annotations Ampacity 150A Equipment Tenant Sub -panel Location Tenant Space Delta T 11.8 Actual Severity Normal 7 C 0 N S U L T I N GflOUP Parameters 0.95 Emissivity Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 °F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Text annotations Ampacity 125A Equipment Tenant Sub -panel Location Tenant Space Delta T 10.6 Actual Severity J Normal CONSULTIN GflOUP Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 `C Relative humidity 50.0% Ext. optics temp. 77.0 °F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Text annotations Ampacity 125A Equipment Tenant Sub -panel Location Tenant Space Delta T 12.9 Actual Severity I Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 "F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Text annotations Ampacity 100A Equipment Tenant Sub -panel Location Tenant Space Delta T 16.9 Actual Severity ( Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 °F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Bx1 Max 54.8 °F Avg 51.7 °F Min 49.0 °F Spl 60.4 °F Text annotations Ampacity 125A Equipment Tenant Sub -panel Location Tenant Space Delta T 15.6 Actual Severity Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 'F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 'F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Text annotations Ampacity 125A Equipment Tenant Sub -panel Location Tenant Space Delta T I 0.7 Actual Severity Normal Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 "C Relative humidity 50.0% Ext. optics temp. 77.0 `F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Text annotations Ampacity 125A Equipment Tenant Sub -panel Location Tenant Space Delta T 12.6 Actual Severity Normal 77.1 °F t Parameters Emissivity 0.95 Distance 1.00 m Reflected temp. 71.6 °F Atmospheric temp. 32.0 °C Relative humidity 50.0% Ext. optics temp. 77.0 'F Ext. optics trans. 0.80 Reference temp. 0.0 °F Measurements Text annotations Ampacity Other: Equipment Grounding of Service Location Outside Delta T 11.2 Actual Severity I Normal 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog Aerial View of Property Aerial View of Property Line Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 3. View of Electrical Services 3. View of Electrical Services Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 4. View of Metering Equipment .; A 4. View of Metering Equipment Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 6. View of Electrical Gutters, Wireways 7.1. View of Electrical Panel Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 a Electrical Photolog 7.2. View of Electrical Panel 7.3. View of Electrical Panel Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 7.4. View of Electrical Panel a. 7.5. View of Electrical Panel Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 7.6. View of Electrical Panel 7.7. View of Electrical Panel Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 7.8. View of Electrical Panel 7.9. View of Electrical Panel Property Consulting Group, Inc. WIM ZN:,­1 Y. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 10. View of Grounding of Branch Circuit Equipment 11. View of Service Conduit/Raceways Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 12. View of General Conduit/Raceways 13. View of Wires and Cables Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 18. View of Emergency Lighting 19. View of Building Egress Illumination Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 22. View of Exit Lights 27. Wiring to Mechanical Equipment Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 27. Wiring to Mechanical Equipment 27. Wiring to Mechanical Equipment Property Consulting Group, Inc. 9723 NE 2nd Ave., Miami Shores, FL 33138 Electrical Photolog 27. Wiring to Mechanical Equipment 27. Wiring to Mechanical Equipment Property Consulting Group, Inc. Vivienne Yao From: Vivienne Yao Sent: Thursday, July 17, 2025 3AS PM To: 'staff@propertyconsultingroup.com' Subject: RCRT-5-18-1290 9723 NE 2 Ave Attachments: min-inspection-guidelines-electrical-2024.pdf; min-inspection-guidelines- structural-2024.pdf Dear Raquel: According to the information provided by the Miami Dade County Property Appraisers office the property located at 9723 NE 2 Ave has a building or structure that was seventy (70) years old in 2018. In accordance with Miami -Dade County Chapter 8 Section 8-11, the subject property must be inspected and re -certified by a Florida licensed architect or engineer. A building re -certification report signed and sealed by the Florida licensed engineer or architect along with the required fees shall be physically submitted to this office at 10050 NE 2 Ave, Miami Shores, FL 33138. If you have any questions, please call our office at (305) 795-2204. Sincerely, Vivienne Yao Permit Clerk https://villageofmiamishoresfl-energovweb.tylerhost.net/apps/selfservice#/home Miami Shores Village WITNAIIIHMO Miami Shores, FI 33138 305-795-2204 www.msvfl.gov I 2021 FLORIDA LIMITED LIABILITY COMPANYANNUAL REPORT DOCUMENT#-L12000146623 Entity Name: GATOR 9723 NE 2ND AVE, LLC Current Principal Place of Business: 7850 NW 146TH STREET., 4TH FLOOR MIAMI LAKES, FL 33016 Current Mailing Address: 7850 NW 146TH STREET., 4TH FLOOR MIAMI LAKES, FL 33016 US FEI Number: 80-0869819 Name and Address of Current Registered Agent: GOLDSMITH, JAMES A 7850 NW 146TH STREET., 4TH FLOOR MIAMI LAKES, FL 33016 US FILED Mar 18, 2021 Secretary of State 5965920712CC Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail : Title MGR Name GOLDSMITH. JAMES A Address 7850 NW 146TH STREET., 4TH FLOOR City -State -Zip: MIAMI LAKES FL 33016 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605. Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: JAMES A GOLDSMITH MGR 03/18/2021 Electronic Signature of Signing Authorized Person(s) Detail Date Summary Report Property Information Folio: 11-3206-013-4210 Property Address: 9723 NE 2 AVE Miami Shores, FL 33138-2408 Owner GATOR 9723 NE 2ND AVE LLC Mailing Address 7850 NW 146 ST. 4TH FLOOR MIAMI LAKES, FL 33016 USA PA Primary Zone 6400 COMMERCIAL - CENTRAL Primary Land Use 1111 STORE : RETAIL OUTLET Beds / Baths / Half 0/0/0 Floors 1 Living Units 0 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 9,459 Sq.Ft Lot Size 12,350 Sq.Ft Year Built 1948 Assessment Information Year 2021 2020 2019 Land Value $321,100 $321,100 $321,100 Building Value $374,264 $374,264 $350,000 XF Value $25,845 $721,209 $26,190 $721,554 $0 $671,100 Market Value Assessed Value $721,209 $721,554 $671,100 Benefits Information Benefit Type 1 2021 2020 2019 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 10 & 11 BLK 31 LOT SIZE 95.000 X 130 OR 17437-1378 1196 4 (2) Generated On : 7/7/2021 Taxable Value Information 2021 2020 2019 County Exemption Value $0 $0 $0 Taxable Value $721,209 $721,554 $671,100 School Board mption Value $0 $0 $0 able Value r $721,209 $721,554 $671,100 mption Value $0 Taxable Value �����$671,100 Regional ExemptionValue $0 $0 $0 Taxable Value $721,209 $721,554 $671,100 Sales Information OR ous Price Book- Qualification Description F122/14/2012 Page 28412- Transfer where the sale price is verified to $594,800 2519 be part of a package or bulk sale. 17437- Sales which are disqualified as a result of $0 1378 examination of the deed F11/01/1988 13904- Sales which are disqualified as a result of $0 2796 examination of the deed 06/01/1988 $340,000 13720- Sales which are qualified 2640 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 Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: C�•�co2.- ct'723 Ci r n %arm % A. r ❑ Agent ❑ Addressee B. cej ed by (Printed Name) C. Date of Delivery D. s el� yf addrea different from item "14 ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type 'iZ] Certified Mail'P ❑ Priority Mail Express"" ❑ Registered A Return Receipt #er Marelaertdi � ❑ Insured Mail ❑ Collect on Delivery 4. Restricted Delivery? (Extra Fee) ❑ Yes 7019 2970 0001 9548 7274 PS Form 3811, July 2013 Domestic Return Receipt Postal CERTIFIED© RECEIPT N Domestic ru ro 0FFIC��L �►iE Certified Mell Fee ul $ Er Extra Services & Fees tcheckb" add lee ❑ Retum Rsceipt (herdcopy) § as appropdate) r-9 ❑ Return Receipt (eleotmnlc) § =3 ❑Corti led Mail Restricted Delivery $ Postmark �El _ Adult Signature Required $ _ Here ❑ Adult Signature Restricted Delivery $ r-3 Postage r1-- $ Er Total Postage and Feea ru $ Q- p$free Sent ---y-�--p-t�--N-r-.orp� _ iZ rl- p e-R CO ru r- Ln Er r� Ir ru Er I`- Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice of Required Building Recert Date: 5/14/2018 To: GATOR 9723 NE 2ND AVE LLC 7850 NW 146 ST. 4TH FLOOR MIAMI LAKES, FL 33016 Re: Mandatory 40 Year Re -Certification 9723 NE 2 AVE Miami Shores, FL 33138-2310 Dear Owner: According to the information provided by the Miami Dade County Property Appraisers office the above referenced property has a building or structure that is forty (40) years old or older. In accordance with Miami -Dade County Chapter 8 Section 8-11, the subject property must be inspected and re -certified by a Florida license architect or engineer. A building re -certification report signed and sealed by the Florida license engineer and or Architect along with the required fees shall be submitted to this office within sixty (60) days of receiving this notice. If you would like a copy of Minimum Inspection Procedural Guidelines for Structural and Electrical Recertification, or if you have any questions, please call my office at 305-795-2204. Sincerely, Ismael Naranjo, O Building Director. Email: bogmsvfl.gov Certified Mail # -_-J0 �74 2.(o80 000 0 <,g 2 5 1 (4 t 0 8 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795,2204 Notice of Required 70 year Building Recertification Date: July 07, 2021 Final Notice To: GATOR 9723 NE 2 AVE LLC 9723 NE 2 AVE MIAMI SHORES, FL 33138 Re: 9723 NE 2 AVE Miami Shores, FL 33138 Dear Owner: According to the information provided by the Miami Dade County Property Appraisers office the above referenced property has a building or structure that is forty (40) years old or older. In accordance with Miami -Dade County Chapter 8 Section 8-11, the subject property must be inspected and re -certified by a Florida license architect or engineer. Sec. 8-11. - Existing buildings. a) The requirements contained in the Florida Building Code, covering the maintenance of buildings, shall apply to all buildings and/or structures now existing or hereafter erected. All buildings and/or structures and all parts thereof shall be maintained in a safe condition, and all devices or safeguards that are required by the Florida Building Code shall be maintained in good working order. Electrical wiring, apparatus and equipment, and installations for light heat or power and low voltage systems as are required and/or regulated by the Building Code, now existing or hereinafter installed, shall be maintained in a safe condition and all devices and safeguards maintained in good working order. A building re -certification report signed and sealed by the Florida license engineer and or Architect along with the required fees shall be submitted to this office within thirty (30) days of receiving this notice. If you would like a copy of Minimum Inspection Procedural Guidelines for Structural and Electrical Recertification, or if you have any questions, please call my office at 305-795-2204. Sincerely, (::p 1/1/4-/ Ismael Naranjo, BO Building Director Email: bo@msvfl.gov Sent via: Regular Mail and Certified Mail #:7019-2970-0001-9548-7274 Miami Shores Village Building Department 10050 N.E. 2nd Avenue - Miami Shores, Florida 33138 NTES IN 50 �O MID Tel: (305) 795.2204 Date To: M Dear Owner: Notice of Required 70 year Building Recertification July 07, 2021 Final Notice GOLDSMITH, JAMES A 7850 NW 146TH STREET, 4TH FLOOR MIAMI LAKES, FL33016 9723 NE 2 AVE Miami Shores, FL 33138 According to the information provided by the Miami Dade County Property Appraisers office the above referenced property has a building or structure that is forty (40) years old or older. In accordance with Miami -Dade County Chapter 8 Section 8-11, the subject property must be inspected and re -certified by a Florida license architect or engineer. Sec. 8-11. - Existing buildings. a) The requirements contained in the Florida Building Code, covering the maintenance of buildings, shall apply to all buildings and/or structures now existing or hereafter erected. All buildings and/or structures and all parts thereof shall be maintained in a safe condition, and all devices or safeguards that are required by the Florida Building Code shall be maintained in good working order. Electrical wiring, apparatus and equipment, and installations for light heat or power and low voltage systems as are required and/or regulated by the Building Code, now existing or hereinafter installed, shall be maintained in a safe condition and all devices and safeguards maintained in good working order. A building re -certification report signed and sealed by the Florida license engineer and or Architect along with the required fees shall be submitted to this office within thirty (30) days of receiving this notice. If you would like a copy of Minimum Inspection Procedural Guidelines for Structural and Electrical Recertification, or if you have any questions, please call my office at 305-795-2204. Sincerely, (4-7/7 fzf Ismael Naranjo, BO Building Director Email: bo@msvfl.gov Sent via: Regular Mail and Certified Mail #:7019-2970-0001-9548-7281