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CC-07-21-1888 60 Yr Recert 1Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2207 Fax: (305) 756.8972 BUILDING RECERTIFICATION Date: January 6, 2022 Permit No. CC-07-21-1888 To: Shores Station, LLC 6701 Biscayne Blvd. Miami, Florida 33138 Subject: 60 years Building/Electrical Recertification. Folio 11-3206-013-4050 9699 NE 2"d Ave. Miami Shores, Florida 33138 The Village of Miami Shores Building Department received and reviewed the Building Structure and Electrical System recertification report dated December 06, 2021 by Rick L. Hernadez-Capote A.R and Florida license number AR0013379. Based on the reports provided, the building on the above referenced 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 70 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, (:::� I b(w-- Ismael Naranjo, BO, CFM Building Director. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ME BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑MECHANICAL ❑PUBUCWORKS JOB ADDRESS: 9699 NE 2nd Avenue TU IJ qAN 0 4 2022 FBC 20 2a Master Permit No. eC - 0- - 21 — � g 8 6 Sub Permit No ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City Miami Shores County: Miami Dade Zip: 33/3 V Folio/Parcel#:11-3206-013-4050 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): SHORES STATION LLC Phone#:3056062200 n,m,e«.6701 BISCAYNE BLVD City: Miami State: Florida Zip: 33138 Tenant/Lessee Name: GRABER REALTY GROUP Phone#.7863625672 Email: info@graberrealty.com CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replate ❑ demolition Description of Work: 60 year recertification Specify color of color thru tile:. Submittal Fee Scanning Fee $ Technology Fee $_ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF DBPR $ CO/CC $ Notary Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ d ' OD Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable). Mortgage Lender's Address Zip 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 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 property is su /ect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectb n 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 CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 22 day of December 20 2021 by day of .20 . by Shane Graber'""" Cr, w o is personally Known o, who is personally known to Fn� or who has produced /identification and who did take an oath. APPROVED BY as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Plans Examiner as Zoning (Revised02/24/2014) Structural Review Clerk -(9&J Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Notice of Required 60 year Building Recertification Date: July 19, 2021 To: Shores station LLC C I TY 6701 BISCAYNE BLVD MIAMI, FL 33138 Re: 9699 Ne 2 Ave COPY Miami Shores, FL 33138-2721 r 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 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 (90) days of receiving this notice. If you would like a copy of Minimum Inspection Procedural Guidelines for 000000 Structural and Electrical Recertification, or if you have any questions; please cil° ia: ° ° ° ° °0 my office at 305-795-2204. ° °0:00 0000 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° Sincerely,60060 °°°° ° ° °°°° °°°°° ° ° ° ° 00 00 ° ° ° ° ° ° ° ° ° ° ° 7� °°°°°° ° ° ° ° ° ° ° ° Ismael Naranjo, BO ° ° ° 00 ° ° ° ° ° ° ° 000006 o m ° ° ° ° Building Director ° ° ° ° ° ° Email: bo@msvfl.gov Sent via USPS regular and certified mail # 7020-2450-0000-4634-4029 7020-2450-0000-4634-4036 ARCBUILDERS AND GROUP INC. THE RECERTIFICATION SPECIALIST FOR THREE OECAOES 0AM RE: 11-3206-013-4050 OWNER NAME: SHORES STATION LLC Property Address: 9699 NE 2 AVE, MIAMI SHORES, FL 33138 City of Miami Shores Building Department Dear Mr. Ismael Naranjo, Building Official: 7301 SW 83 CT MIAMI, FL 33143 Tel — 305.275.6310 Fax — 888.744.8925 v .arcbuiIdersandgroup.com DATE: 12-06-2021 Based on my evaluation as attached hereto of the aforementioned property, this building is strticturall and electrically safe for its use and present occupancy as provided for *Re -Certification. .... Therefore on behalf of my client, I am respectfully requesting that this buildiflkf& be gtalited Re- ••••�• certification per Section 8-11 (fl of the Miami Dade County Code. As routine matter, in order to avoid possible misunderstanding, nothing in this rep9tt,4114uld be cpp*strued directly or indirectly as a guarantee or warranty for any portion of the structure(sr•TE the bgCLof my ,•,,,, knowledge and ability, this report represents an accurate appraisal of the applicablp-ar;rl• present condition of the building(s) based upon the careful evaluation of the observed conditions and documynjatign as provided by property owner, to the extent reasonably possible. Further it is underrstoo'd•by all patties to ;,•„; include the property owner that the recommendation for *Re -Certification by ARNBuilders and Group, ' Inc., or the granting of *Re -Certification by the Building Department does not release or indemnify the property own"thismatter. orm from properly maintaining the subject property safe for continued use and occupant Thank you fo this matter. OFFVery truly yo�Rick Hernand. • �� t k _ o _ * m President, AR0013379 Cr *.— Dade County Building and Roofing Inspector BN2418 pR0013379 :.� Special Inspector State of Florida No.0976 �'• tax '•. c/STFRED•PRG� Additional Comments: *This report is prepared and is to be submitted to the Building 08icial as may be required for Re -Certification as referenced above, this report is not intended to be a buyer/seller inspection report nor is it to be used for any other purpose than that specifically stated herein. Ambuilders and Group, Inc makes no claim as to the validity of any documentation provided by owner and which we rely on for validity. Neither permit nor property history was made available or examined for purposes of this report. This report is not a zoning or code compliance report. Existing cast iron sanitary plumbing lines are not part of this report. The Contents of this report are based on applicable areas made accessible at the time of the scheduled inspection; all other areas are excluded. No testing is part of this report. This report is not to be copied, faxed, or altered in any way, additionally each page must bear the original signature and seal on each page, or all Contents is void and null. There is no warranty or guarantee expressed or implied and this document is not transferrable to any person or entity for any purpose. Any repairs/Corrections/alterations must be performed in compliance with FBC, NEC and all applicable codes and ordinances. Should any violations or open permits exist all must be corrected prior to granting of Re -Certification. Accordingly, the Building Official at his or her discretion or interpretation of the applicable codes may refuse to grant a recommendation of Re -Certification. This report is limited to the items specifically included by the Section 8-11 (f) of the Code of Miami -Dade County and does not include many aspects of compliance to include but not limited to ADA, plumbing, zoning, Fair Housing, NFPA, or certification of building code compliance. CERTIFICATION OF COMPLIANCE WITH PARKING LOT ILLUMINATION STANDARDS IN CHAPTER 8C OF THE CODE OF MIAMI-DADE COUNTY DATE: 12-06-2021 RE: Folio No. 11-3206-013-4050 Property Address: 9699 NE 2 AVE, MlAMI SHORES, FL 33138 Building Description: ONE Story — 2,306 ASF — Office Building The undersigned states the following: ...:.. 1• I am a Florida registered professional engineer or architect with an active liciensei• �� • 2. On 11-16-2021, 1 measured the level of illumination in the parking lot(S) ' eyeing the above referenced building. ; •••• 3. Maximum 5.0 foot candle per SF, Minimum 1.0 foot candle per SF, Minimum to Maximum ratio 1 : 5 , foot candle 1.15 average per SF. 4. The level of illumination provided in the parking lot(s) meets the minimum standards for the occupancy classification of the building as established in Section 8C-3 of the Code of Miami - Dade County. k C. : o-A, �';d PRpp�3319 •;� RED RLt( 1 RiGAL HLvItW C�� x� APPROVEDt�D i E Signature and Seal of Architect or Engineer \„ .. (Print Name) •uu• .WLk CERTIFICATION OF COMPLIANCE WITH PARKING LOT GUARDRAILS REQUIREMENTS IN CHAPTER 8C-6 OF THE CODE OF MIAMI-DADE COUNTY DATE: 12-06-2021 Re: FOLIO # 11-3206-013-4050 Property Address: 9699 NE 2 AVE, MIAMI SHORES, FL 33138 Building Description: ONE Story — 2,306 ASF The undersigned states the following: • .. . I am a Florida registered professional engineer or architect with an acIi,� license. Qn 08-17-2021, I inspected the parking lots servicing the above referenoed-building. for compliance with Section 8C-6 and determined the following (check only b" .... XX The parking lot(s) is not adjacent to or abutting a canal, lake or body of water. The parking lot(s) is adjacent to or abutting a canal, lake:orother b6dy'Df water and parked vehicles are protected by a guardrail that complies with Vetjgn 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 NOT protected by a guardrail that complies with Section 8C-6 of the Miami Dade County Code. I have advised the property owner that he/she must obtain a permit for the installation of the guardrails and obtain all required inspection approvals no later than April 1 r-1 c� #o in. *_cc Seal of Architect or Engineer Executing the Certification Must Be Affixed in the Above Space I I Page MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR INSPECTION COMMENCE DATE: 08-17-2021 INSPECTION COMPLETED DATE: 08-17-2021 MUST BE SIGNED AND SEALED BY ARCHITECT OR ENGINEER SIGNATURE: RECERTI BY PRINT NAME: Rick Hernandez TITLE: AR 0013379, AAC0019 ADDRESS: 7301 SW 83 Court Miami -Dade, FL 331 PHONE: (305) 275-6310 FAX: (888)744-8925 OF FL9R PNAND�c�y 'i7+ ' eau m pone, R.A. ; AR0013379 l �isTFRED pRG�\�� 1. Description of Structure: a. Name or Title: SHORES STATION LLC b. Property address: 9699 NE 2 AVE, MIAMI SHORES, FL 33138 c. Legal description: 1 53 41 6 53 42, MIAMI SHORES SEC 1 AMD PH 10 70... d. Owner's name: Same as title •••• e. Owner's mail address: 6701 BISCAYNE BLVD, MIAMI, FL 33138 •• • ••:• f. Building Official Folio Number: 11-3206-013-4050 •••.•. g. Building Code Occupancy Classification: OFFICE BUILDING • •� h. Present use: OFFICE BUILDING i. General description, type of construction, size, number of stories, and special features. •• CBS with stone veneer panels, one story, per Dade County Property Appra�ser�was bullt•ji159, and has 2,306 ASF. • •.•.. j. Additions to original structure: NONE OBSERVED at time of inspection. No property F;rmlf•history was either made available or reviewed for purposes of this report. Areas inspected were those made available by property owner/representative on day of inspection. All gas lines, all plumbing lines, meters and appliances and equipment are specifically excluded for purposes of this report, however we urge property owner to take any and all necessary precautions to assure that these items are properly maintained to protect property and above all life safety. 2. Present Condition of Structure: a. General alignment (note, good, fair, poor, explain if significant) 1. Bulging - Good, for age of structure 2. Settlement - Good, for age of structure 3. Deflections - Good, for age of structure 4. Expansion - Good, for age of structure 5. Contraction - Good, for age of structure This report is not a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section 8-11 (q of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the original signature and embossed seal on each page or it is void of all contents. This report is not transferable to any party. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electrical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for anv portion of the structure(s). We rely on the validity of documentation provided by owner for repairsralterations/conections. No property/permit history was either made available or reviewed for purposes of this report. No testing is part of this inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast Iron sanitary pluming lines are not part of this report Any repairs/alterations/modifimtions must be in compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re -Certification. Further, it is understood by all parties that regardless of the content of this report, by submitfing this report to the Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, correct, repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited inspection report or not. 21Page b. Portions showing distress (note beams, columns, structural walls, floors, roofs, other) Good condition for age and use of structure. No visible distress noted. Any required corrections/repairs/alterations must be in compliance with FBC, NEC and all applicable codes and ordinances. This report is not for bidding or for permitting purposes. Additionally, property owner is responsible and liable to continuously maintain property safe for continued use and occupancy. C. Surface conditions - describe general conditions of finishes, noting cracking, spalling, peeling, signs of moisture penetration and stains. Surface conditions have good appearance 50 years +. No visible distress noted. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. d. Cracks - note location in significant members. Identify crack size as HAIRLINE if barely discernable; FINE if less than lmm in width; MEDIUM if between 1 and 2 mm in width; WIDE if over 2mm. Good condition for age and use of structure. No visible distress noted. Its is thE.4rWor's •••••• responsibility to continuously verify, correct, repair, and maintain %llocanponents of this building, whether included in this limited inspection report or not, to assure bKildiiig is safe for continued use and occupancy. ... • •"'•" ••.•.• e. General extent of deterioration - cracking or spatting of concrete or nassnry; oxidataion of. metals; rot or borer attack in wood. • • • • Good condition for age and use of structure. No visible distress .noted. provide continued observations and inspections for termites and other possible agents tdat•fnay caus'eteterior°atl8d,• due to age of building. Also, proactive preventive maintenance sholltl'� practic2d. No testtrg for termites, other pest, deteriorating agent, contaminant or other.is part of•this exardi atian or report. Fumigation to be provided on a regular basis by owner as needed. I. Previous patching or repairs: •• • ••• •• No previous patching or repairs observed. Continue preventative maintenance and repairs as may be necessary. It is the owner's responsibility to continuously verify, correct, re ntar all components of this building, whether included in this limited inspection tf of Lr�tf„ assure building is safe for continued use and occupancy. �!� g. Nature of present loading - indicate residential, commercial, other e Structural commercial loading remains stable - built in 1959. v �c �4 h. Availability of original construction drawings - location description�fL • U � wQ Ah Not at during visual observations. premise, , :A 3. Inspections: /st4si a. Date of notice of required inspection: please refer to Notice from the pp City o AA Etarrd b. ])stela) of actual inspection: 06-17-2021 C. Name and qualification of individual submitting inspection report: RICARDO HERNAN➢EZ-CAPOTE Rick Hernandez-Capote, R.A. AR0013379, AAC001931 d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures: Visual observations conducted at present. No visible distress noted. This report is a "snapshot" of observed conditions of accessible and applicable components on the day of inspection. No testing is part of this report. Additionally, we rely on the validity of documentation as may be This report is not a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section 8-11 (f) of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the onginal signature and embossed seal on each page or it is void of all contents. This report is not transferable to any party. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electrical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure(s). We rely on the validity of documentation provided by owner for repairs/alterations/conections. No property/permit history was either made available or reviewed for purposes of this report. No testing is part of this inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast iron sanitary pluming lines are not part of this report. Any repairs/alterations/modifications-must be in compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re -Certification. Further, it is understood by all parties that regardless of the content of this report, by submitting this report to the. Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, correct, repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited inspection report of not. 31Page provided by owner for repairs performed to their property and for which they are solely responsible and liable for assuring they meet proper compliance with all applicable codes and life safety. Owner is to conduct proactive preventive maintenance to include any possible testing that may be necessary. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. e. Structural repair - note appropriate line: 1. None required - ( x ) 2. Required 4. Supporting data: a. See this report, sheets written data, and attachments as referenced herein. b. Photographs - See report attachment photos. C. N/A drawings or sketches. ...• 5. Masonry Bearing Walls - indicate good, fair, poor on appropriate lines: �uu• a. Concrete masonry units - Good, for age of structure. •••••• b. Clay the or terra Gotta units - N/A •...•• •.•. ••.. •..• u•• ••••. C. Reinforced concrete tie columns - Good, for age of structure. �� d. Reinforced concrete tie beams - Good, for age of structure. ••• �` ••;• for % e. Lintels - Good, age of structure. ��i•L[•�•• f. Other type bond beams - Good, for age of structure. �3f 2' g. Masonry finishes - exterior: U_ 1. Stucco - Good, for age of structure.•. 19 •• 2. Veneer - Good, for age of structure. •� .�� / '•' ••••� 3. Paint only - Good, for age of structure. SrERED P 4. Other (describe) - N/A h. Masonry finished - interior: 1. Vapor barrier - Seemingly watertight at time of inspection. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. 2. Furring and plaster - Good appearance 3. Panelling - Good appearance 4. Paint only - Good appearance 5. Other (describe) - N/A i. Cracks: 1. Location - note beams, columns, other - Exterior bearing walls 2. Description - Normal age stress cracks hairline, fine to medium sizes. This report is not a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section 8-11 (f) of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the original signature and embossed seal on each page or it is void of all contents. This report is not transferable to any parry. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electrical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for anv portion of the structure(s). We rely on the validity of documentation provided by owner for repairs/alterationsloorrections. No property/permit history was either made available or reviewed for purposes of this report. No testing is part of this inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast iron sanitary pluming lines are not part of this report. Any repairs/alterations/modifications must be in compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re -Certification. Further, it is understood by all parties that regardless of the content of this report, by submitting this report to the Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, corect, repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited inspection report or not. 41Page j. Spalling: 1. Location - note beams, columns, other - None observed 2. Description - None observed k. Rebar corrosion - check appropriate line: 1. None visible - ( X ) 2. Minor - Patching will suffice 3. Significant - but patching will suffice - N/A 4. Significant - structural repairs required (describe) - N/A 1. Samples chipped out for examination in spall areas: 1. No - ( X ) 2. Yes - describe color texture, aggregate, general quality - N/A 6. Floor and Roof Systems: •••• • • •••• ••u•• a. Roof: 1. Describe (flat, sloped, type roofing, type roof deck, conditions• • i•••% •• •••••• • •••••• Please refer to passing roof testing by A+ Engineering Testinrf ZSD•ELC. Flat, built-up plies roof seemingly in fair condition for age•of buil•li>aq as visiblY.- observed at units/areas made accessible at time of inspection! U(a ,t!estin�•yS•part o:•ytyis report. Owner is to assure that roof is properly maintained to include pr•opef drain�ef• preventive measures and upgrades as may be necessary. Age of •roof, life• expectancy or guarantee of condition is not part of this inspection repot"t". •owner AWkeep in••rtir:f that the average life expectancy of a roof in South Floric;h•t9'h6 vary by design, age., maintenance, and material. It is the owner'n** , s responsibility to- continuously vov• correct, repair, and maintain all components of this building, wlieth •' iry limited inspection report or not, to assure building is E%f•A ¢prykj occupancy. �` Q•�••SD ••/O 2. Note water tanks, Cooling towers, air Conditioning equipment, roieatlj+•�+•• equipment, and condition of supports: `Z 9i0•• v Central Rooftop A/C equipment, seemingly secure. 3. Note types of drains and scuppers and condition: Scuppers: Good condition for age of structure. �•� b. Floor system(s): •C/sERED 1. Describe (type of system framing, material, spans, condition) Concrete slabs on fill, ground floor: Good condition for age of structure. C. Inspection - note exposed areas available for inspection and where it was found necessary to open ceilings, etc. for inspection of typical framing members. Visual observations conducted of open accessible framing. 7. Steel Framing Systems: a. Description: None observed b. Exposed Steel - describe condition of paint and degree of corrosion: N/A This report is not a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section 8.11 (f) of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the original signature and embossed seal on each page or it is void of all contents. This report is not transferable to any party. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure(s). We rely on the validity of documentation provided by owner for repairs/alterations/corrections. No property/permit history was either made available or reviewed for purposes of this report. No testing is part of this Inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast iron sanitary pluming lines are not part of this report. Any repairs/alterations/modifications must be in compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re -Certification. Further, it is understood by all parties that regardless of the content of this report, by submitting this report to the Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, coned, repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited inspection report or not. 51Page C. Concrete or other fireproofing - note any cracking or spalling and note where any covering was removed for inspection. Visual observations done of open accessible areas on day of inspection. d. Elevator sheave beams and connections, and machine floor beams - note condition: None S. Concrete Framing Systems: a. Full description of structural system Concrete masonry units (C.M.U.), foundation concrete slab on fill with continuous stem wall and steel reinforced concrete footers, concrete tie beams, tie columns, twin tee. In. Cracking: 1. Not significant - Normal age stress cracks. 2. Location and description of members effected and type cracking - Exterior bearing walls C. General condition: • • •••• •••••• Seemingly stable concrete framing, built in 1959. No visible distress noted. iC•i5 •the owner's responsibility to continuously verify, correct, repair, and maint!AT40911 components of •tf12S building, whether included in this limited inspection report or notf•ae•assure to 'n afe for continued use and occupancy. •..• . ••; d. Reber corrosion - check appropriate line: 1. None visible - ( X ) ••• (` �'U•'f�"••� 1 -atr'��[.• 2. Minor - Patching will suffice - N/A • GDP • iY �. •:.•. 3. Significant but patching will suffice - N/A •, V `', • • n i 4. Significant - structural repaired (describe) - N/A M•eQ,g31�. e. Samples chipped out in spall areas: TER ED P� 2. Yes - describe color, texture, aggregate, general quality: N/A 9. Windows: a. Type (wood, steel, aluminum, jalousie, single hung, double hung, casement, awning, pivoted, fixed, other) Storefront windows. b. Anchorage - type and condition of fasteners and latches: Machine screws and bolts C. Sealants - type and condition of perimeter and sealants & at mullions: Good for age of structure. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. d. Interior seals - type & condition at operable vents: Good for age of structure. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. This report is not a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section B-11 (0 of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the original signature and embossed seal on each page or it is void of all contents. This report is not transferable to any parry. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electrical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structuri We rely on the validity of documentation provided by owner for repairs/alterations/corrections. No property/permit history was either made available or reviewed for purposes of this report. No testing is part of this inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast iron sanitary pluming lines are not part of this report. Any repairs/alterations/modifications must be in compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re -Certification. Further, it is understood by all parties that regardless of the content of this report, by submitting this report to the Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, correct, repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited inspection report or not. 61Page e. General condition: Good for age of structure, preventative maintenance should continue. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. 10. Wood Framing: a. Type - fully describe if mill construction, light construction, major spans, trusses: None observed. b. Note metal fittings i.e., angles, plates, bolts, split rings, pintles, other and no ondition: None observed. FL D C. Joints - note if well fitted and still closed: t-Oc •• ,`V;•�� Not applicable. y •; �i. Or d. Drainage - note accumulations of moisture: w•Y• `• • !F•- � bb� ap Not applicable. .�(• ,�'3'31" ;•� ••• e. Ventilation - note any concealed spaces not ventilated: ••'�,. 'C�;' •••• .� •••: •...�e•..LP��' ..�..• N/A ASTER 0• ••••• f. Note any concealed spaces opened for inspection: •• • •"•.• Visual observations conducted of open and visibly accessible spaces. . • •• • ••.•% This report is not a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section B-11 (f) of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the original signature and embossed seal on each page or B is void of all contents. This report is not transferable to any party. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electrical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structum(s). We rely on the validity of documentation provided by owner for repairs/alterations/corrections. No property/permit history was either made available or reviewed for purposes of this report. No testing is part of this inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast iron sanitary pluming lines are not part of this report. Any repairs/alterations/modifications must be in compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re -Certification. Further, it is understood by all parties that regardless of the content of this report, by submitting this report to the Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, correct, repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited Inspection report or not. 7]Page MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR INSPECTION COMMENCE DATE: 08-17-2021 INSPECTION COMPLETED DATE: 08-17-2021 MUST BE SIGNED AND SEALED BY ARCHITECT OR ENGINEER Description of Structure: INSPECTIC SIGNATURE PRINT NAM TITLE: AR ADDRESS: PHONE: FAX: a. Name or Title: SHORES STATION LLC b. Property address: 9699 NE 2 AVE, MIAMI SHORES, FL 33138 as •• C. Legal description: 1 53 91 6 53 42, MIAMI SHORES SEC 1 AMD PH 10 70... • • •••.•• ....•• d. Owner's name: Same as title ••• ..••.. �• e. Owner's mail address: 6701 BISCAYNE BLVD, MIAMI, FL 33138 •••••• f. Building Official Folio Number: 11-3206-013-4050 `•••.' •.•..` .•.•• g. Building Code Occupancy Classification: OFFICE BUILDING " .••: . •• •••.• h. Present use: OFFICE BUILDING •"••• i. General description, type of construction, size, number of stories, and special .featur4s *..• • •• CBS with stone veneer panels, one story, per Dade County Property Appraiser was bu Alt• 1.969, and has 2,306 ASF. j. Additions to original structure: NONE OBSERVED at time of inspection. No property permit history was either made available or reviewed for purposes of this report. Areas inspected were those made available by property owner/representative on day of inspection. All gas lines, all plumbing lines, meters and appliances and equipment are specifically excluded for purposes of this report, however we urge property owner to take any and all necessary precautions to assure that these items are properly maintained to protect property and above all life safety. 1. ELECTRICAL SERVICE: Underground service to from FPL. a. SIZE: AMPERAGE ( 200 ); FUSES ( ); BREAKERS ( X ) b. PHASE: ( ); 1� ( X ) C. CONDITION: GOOD ( X ); FAIR ( ); NEED REPAIR ( ) d. COMMENTS: As observed at time of inspection based on age of structure. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. ELECfkICHL IE (Zc V 2. METER AND ELECTRICAL ROOM: II W �V �^fy y lAPPROYE a. CLEARANCES: GOOD ( X ); FAIR ( ); CORRECTffffON REQ. DATE COMMENTS: Exterior type meters. - This report is not a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section 8-11 (f) of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the original signature and embossed seal on each page or it is void of all contents. This report is not transferable to any parry. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electrical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be mnstmed directly or indirectly as a guarantee for any portion of the structure(s). We rely on the validity of documentation provided by owner for repairs/alteralions/oonections. No property/permit history was either made available or reviewed for purposes of this report. No testing is part of this inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast iron sanitary pluming lines are not part of this report. Any repairs/alterations/modifications must be in compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re -Certification. Further, it is understood by all parties that regardless of the content of this report, by submitting this report to the Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, correct, repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited inspection report or not. 8Page 3. GUTTERS: a. LOCATION: GOOD ( X ); REQUIRES REPAIR ( ) C] b. LOCATION: ' GOOD ( X ); REQUIRES REPAIR ( ) C. TAPS AND FILL: [�•• G�\ c�STEREO GOOD ( X ); REQUIRES REPAIR ( ) P� 4. ELECTRICAL PANELS: a. PANEL # (1): GOOD ( X ); REQUIRES REPAIR ( ) Location: As observed at each inspected area, breaker panels. Any required corrections/repairs/alterations must be in compliance with FBC, NEC and all applicable codes and ordinances. This report is not for bidding purposes. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. •..• 5. BRANCH CIRCUITS: • • •••• ••u •• • • a, IDENTIFIED: YES ( X ); MUST BE IDENTIFIED ( ) •••••• • •••••. b. CONDUCTORS: GOOD ( X ); DETERIORATED ( ); REPLACE ( ) •••• •••• : �•�: C. CONA7ENT5: As observed at time of inspection based on age of structure. It is the ownex'9 responsibility to continuously verify, correct, repair, and maintain "Al comp'pnen'ts of'cnis building, whether included in this limited inspection report or not' *td'assure• 6Gi1ding iS'SA=E for continued use and occupancy. •••••• 6. GROUNDING OF SERVICE: GOOD ( X ); REQUIRES REPAIR ( ) COMMENTS: As observed at time of inspection based on age of structure. It is the'ownerif s. responsibility to continuously verify, correct, repair, and maintain all components of this building; wh'eLher included in this limited inspection report or not, to assure building is safe for continued use and occupancy. 7. GROUNDING OF EQUIPMENT: GOOD ( X ); REQUIRES REPAIR ( ) COMMENTS: As observed at time of inspection based on age of structure. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. 8. SERVICE CONDUITS RACEWAYS; CONDITION: GOOD ( X ); REQUIRES REPAIR ( ) C0MMENTS: As observed at time of inspection based on age of structure. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. 9. SERVICE CONDUCTOR & CABLES; CONDITION: GOOD ( X ); REQUIRES REPAIR ( ) COMMENTS: As observed at time of inspection based on age of structure. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. 10. TYPES OF WIRING METHODS: CONDUIT RACEWAYS; RIGID: GOOD ( X ); REQUIRES REPAIR ( ) CONDUIT; PVC: GOOD ( ); REQUIRES REPAIR ( ) NM CABLE: GOOD ( ); REQUIRES REPAIR ( ) BX CABLE: GOOD ( ); REQUIRES REPAIR ( ) This report is pol a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section 8-11 (1) of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the original signature and embossed seal on each page or it is void of all contents. This report is not transferable to any party. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electrical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure(s). We rely on the validity of documentation provided by owner for repairs/alterations/oorrections. No property/permit history was either made available or reviewed for purposes of this report. No testing is part of this inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast iron sanitary pluming lines are not part of this report Any repairs/alterations/modifications must be In compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re-Certificabon. Further, it is understood by all parties that regardless of the content of this report, by submitting this report to the Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, correct, repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited inspection report or not. 91Page 11 12 13 14 15. 16. 17 18 COMMENTS: As observed at time of inspection based on age of structure. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe fox continued use and occupancy. FEEDER CONDUCTORS; CONDITION: GOOD ( X ); REQUIRES REPAIR COMMENTS: As observed at time of inspection based on age of structure. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. EMERGENCY LIGHTING: GOOD ( X ); REQUIRES REPAIR ( ) COMMENTS: Please refer to the Fire Inspection Report by the Miami -Dade Fire Rescue Department. As observed at time of inspection based on age of structure. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. BLDG. EGRESS ILLUMINATION: GOOD ( X I, REQUIRES REPAIR COMMMENTS: Please refer to the Fire Inspection Report by the Miami -Dade Fire Rescuer•Fieipartment. As observed at time of inspection based on age of structure. It is the. owner's igy4pptibilijy .t0 continuously verify, correct, repair, and maintain all components of this IdWailg, whether• includedn this limited inspection report or not, to assure building is safe for continued use and o,oceponcy. FIRE ALARM SYSTEM: GOOD ( ); REQUIRES REPAIR ( ); NON159]O'RSEVED (OX ) •�•••� ••.. •..• . • COIMMENTS: Please refer to the Fire Inspection Report by the btiami-Dade keira Rescue •DOHt�ent..,yppe observed. Authority Having Jurisdiction may determine additional requirerwp�5i•In the.C"e thjt:L4A Authority Having Jurisdiction makes this a requirement, it is the owner's responsibilityy to continuously`( verify, correct, repair, and maintain all components of this building, whetser•included•in this limitpd inspection report or not, to assure building is safe for continued use and oytut. nY. • •• SMOKE DETECTORS: GOOD ( ); REQUIRES REPAIR ( ); NONE OAERSEVEy i•X •• COPII9ENT5: Please refer to the Fire Inspection Report by the Miami -Dade Fire Rescue DeparM>neat. Property owner is responsible and liable to provide continued testing, maintenance and upgrades as may be necessary to assure all smoke detectors are continuously operable. Special care should be taken to assure units and their wiring are neither tampered with nor malfunctioning. It is the owner's responsibility to continuously verify, correct, repair, and maintain all components of this building, whether included in this limited inspection report or not, to assure building is safe for continued use and occupancy. In addition, property owner is responsible to assure compliance with any requirement, code or ordinance that may require a hardwired carbon monoxide detector. EXIT LIGHTS: G00D ( X ); REQUIRES REPAIR ( ); NONE OBERSEVED ( ) COMMENTS: Please refer to the Fire Inspection Report by the Miami -Dade F: observed at time of inspection based on age of structure. It is the i continuously verify, correct, repair, and maintain all components of this bui this limited inspection report or not, to assure building is safe for continuec EMERGENCY GENERATOR: GOOD ( ); REQUIRES REPAIR ( ); NONE COIMMENTS: None observed. WIRING IN OPEN OR ADDITIONAL UNDER COVER PARKING, ILLUMINAION GARAGE AREAS: GOOD ( X ); REQUIRED ( ) COMMENTS: As observed at time of inspection based on age of structure. It is to continuously verify, correct, repair, and maintain all components of this in this limited inspection report or not, to assure building is safe for contir This report is no a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section 8-11 (f) of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the original signature and embossed seal on each page or it is void of all contents. This report is not transferable to any party. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electrical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure(s). We rely on the validity of documentation provided by owner for repairs/alterations/corrections. No property/permit history was either made available or reviewed for purposes of this report. No tesfing is part of this inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast iron sanitary pluming lines are not part of this report Any repairs/alterations/modifications must be in compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re -Certification. Further, it is understood by all parties that regardless of the content of this report, by submitting this report to the Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, correct repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited inspection report or not. 101Page 19. OPEN OR UNDER COVER ADDITIONAL PARKING SURFACE ILLUMINATION AND SECURITY LIGHTING: GOOD ( X ); REQUIRED ( ) COMMENTS: As observed/measured at time of inspection based on age of structure. Property owner is to assure that continued proper security lighting is provided at all times through preventive maintenance, upgrades or whatever means as may be necessary for compliance with section Bc-3 of the Code of Miami - Dade County. It is the owner's responsibility to continuously verify, correct, repair,lat,C•ipaintain all components of this building, whether included in this limited inspectiow report or•not, to t %%ref building is safe for continued use and occupancy. •••• •• i••••• •..•% 20. SWItM1ING POOL WIRING: GOOD ( ); REQUIRES REPAIR ( ); N/A (•X ) COMMENTS: N/A. •••• •••• �••• 21. WIRING OF/TO ..... •••• ••.••• MECHANICAL EQUIPMENT: GOOD ( X ); REQUIRES REPAIR ( ) •• •• •r.• •••••• COMMENTS: As observed at time of inspection based on age of structure. It 16 rze:owner's responsibility to continuously verify, correct, repair, and maintain all components of this buifding,:%jeltier inIM84d in this limited inspection report or not, to assure building is safe for eont ittu ed use and occiTanjxf Any machinery or equipment which is for tenant use is excluded for the purposes of•this •report. 22. GENERAL ADDITIONAL COMMENTS: THIS REPORT IS NOT FOR BIDDING PURPOSES. Continue with proactive maintenance and provide repairs as may be necessary to maintain property safe for continued use and occupancy. Please note that this report does not include testing of any component, it is based on visual observations of applicable and accessible areas on day of inspection- Additionally, we rely on t validity of documentation as may be provided by owner for repairs performed to their property and O which they are solely responsible and liable for assuring they meet proper complia with 1 applicable codes and life safety. It is the owner's responsibility to continuouS1 GL /� t repair, and maintain all components of this building, whether included in this 1 ui h�s or not, to assure building is safe for continued use and occupancy. L _ _ .9 GjsT4 ED PSG This report is not a Buyers Report, Due Diligence, Insurance Inspection, Mitigation Document or for any other purpose other than to be prepared and submitted to the Building Official solely in accordance and with the purpose of compliance with Section 8-11 (f) of the Code of Miami -Dade County, any other use is strictly prohibited and voids all content. This report must bear the original signature and embossed seal on each page or it is void of all contents. This report is not transferable to any party. Copying, faxing and/or any alteration of this report is strictly prohibited and voids all content. Both Building (Structural) and Electrical Reports must be attached and accompanied by a cover letter to the building official. As routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure(s). We rely on the validity of documentation provided by owner for repairs/alterations/corrections. No property/permit history was either made available or reviewed for purposes of this report. No testing is part of this inspection, only visual observations were conducted of areas and components as made accessible by property owner. Existing cast iron sanitary pluming lines are not part of this report. Any repairs/alterations/modifications must be in compliance with FBC, NEC and all applicable codes and ordinances. If any violations or open permits exist all must be corrected prior to granting of Re -Certification. Further, it is understood by all parties that regardless of the content of this report, by submitting this report to the Building Department, property owner is not exempt, released or indemnified from any responsibility and liability to continuously verify, correct, repair, and maintain all components of this building safe for continued use and occupancy whether included in this limited inspection report or not. MIAMI-DADE FIRE RESCUE DEPARTMENT - Inspection Report Page 1 of 1 FIRE PREVENTION DIVISION M®DADE._ 9300 NW 41 STREET, DORAL, FLORIDA 33178 PHONE 786.331.4800 FAX 786.331.48D1 PERMIT# 21126-03723 RESULT: Inspected /Approved Business Address: (District 7) Resulted Date: 7/21/21 GRABER REALTY GROUP LLC Permit Type: Business / Business Woes. Inspection "' 9699-9699 NE 2 AVE BUILDING REAL ESTATE BRO Month: August MIAMI SHORES, FL33138 �••• Inspector; ,,,,,, GRETHA BRANA ••••' 786)336-6846 Billing Address: (•••• gretha.brana@miamidade.gov ' •••• ••••• GRABER REALTY GROUP LLC „•„• ••„ ,,;,, 9699NE2AVE BUILDING REAL ESTATE BRO ••�••• ••=• ••••• MIAMI SHORES,FL33138 ;••;• Please Now: A Life Safety Permit required by section 1439, Code of Mlam4Dade county, to operate the above named occupancy will be Issued upon correction of all outstanding In enforcement actions Including fines, citations, lien and/or orders violations and payment of fees assessed. Fellow to obtain vie required Life Safety Permit will result to cease and desist operation. No violations noted at this time CUSTOMER SIGNATURE Tifle: Agency Name: Please Note: A life safety permit will be Issued upon compliance of outstanding violations and payment of fees lessened. One (1) re-inspecdon will be performed at no additional nest All subsequent re4nspections will be billed at one-half the odgnal permit fee amount. We would like feedback on your experience with your Life Safety Inspection. Inspection Report g2241467 Please take a minute to complete our survey at: 2tcSXHm hdr)-fibit Iv/mdfr Generated on:7121Re21 MIAMI-DADE FIRE RESCUE DEPARTMENT FIRE PREVENTION DIVISION 9300 NW 41ST STREET MIAMI, FLORIDA 33178 MI MM=ADE . .... ...... ...... . ...... GRABER REALTY GROUP LLC 9699 NE 2 AVE BUILDING REAL ESTATE BRO ,,,• MIAMI SHORES, FL33138 ...... .... ..:..' .. .. .... ...... Cut or fold along dotted line and post permtwit in place of business. • • , �' •" MIAMI-DADE FIRE RESCUE DEPARTMENT FIRE PREVENTION DIVISION MIMI®D 9300NW41STSTREET,DORAL,FLORIDA33178-2424 ' (786) 331 -4800 ANNUAL` OJEERATNG PERMIT No. 21126-03723 F Alf. Eres: Au u t 3. ,t0 Permit Use iii ry .� 11 {+" Issued To /' Business Offices �?� GRABER REALTY GROUP LLC Located At 9699 NE 2 AVE BUILDING REAL ESTATE BRO MIAMI SHORES, FL 33138 This Permit is issued in accordance with Section 14-39 of the Miami -Dade County code under conditions set forth therein. Violations of the aforementioned will be grounds for Ceediate revocation. 'm03`0 Chief Darren A. Williams, Fire Marshal Miami -Dade Fire Rescue Department PAPermANumber Printed: 11/16/2021 MIAMI- E MIAMI-DADE COUNTY APPROVAL OF MUNICIPAL APPLICATION FOR CERTIFICATE OF USE OR BUSINESS LICENSE FOLIO: 1132060134050 CERT NO: 210.0a%6fMU , ZONING DISTRICT: B-1 DATE OF ISSUANCE: JW 1Q2021 MUNICIPAL APPLICATION NO: PROCESS NO: M6112,1005867 .... THIS APPROVAL MUST BE POSTED ON PREMISES: CORP NAME I DBA: GRABER REALTY GROUP LLC BUSINESS ADDRESS: 9699 NE 2 AVE BUSINESS USE: OFFICE USE ONLY USE SPECIFICS: REAL ESTATE BROKERAGE LEGAL DESCRIPTION: 153 416 5342 MIAMI SHORES SEC 1 AMD PB 10 70 LOT 10 BLK 30 LOT SIZE 45.000 X 130 OR 19654-2423 04 20012 (2) ----- --------C O N D I T 10 N S ----------------------- (DECU) OFFICE USE ONLY (DECU) DRY USE ONLY (RER) THIS MIAMI-DADE APPROVAL OF A MUNICIPAL CERTIFICATE OF USE IS VALID FOR AN UNLIMITED TIME OR AS INDICATED BELOW PROVIDED THERE ARE NO CHANGES TO THE USE, BUSINESS NAME OR OWNERSHIP; OR EXPANSIONS, ALTERATIONS OR ADDITIONS TO THE APPROVED USE. ALL CHANGES LISTED ABOVE WILL REQUIRE ISSUANCE OF A NEW CERTIFICATE OF USE. (RER) THIS MIAMI-DADE APPROVAL OF A MUNICIPAL CERTIFICATE OF USE DOES NOT RELIEVE THE APPLICANT FROM COMPLIANCE WITH ANY FEDERAL, STATE, OR LOCAL REGULATIONS. (RER) YOU ARE ALSO REQUIRED TO ALLOW MIAMI-DADE COUNTY INSPECTORS ACCESS AT ANY REASONABLE TIME TO CONDUCT AN INSPECTION. PAGE 1 OF 1 TAS 126 TEST RESULTS REPORT GENERAL INFORYiATION Testing Agency Name: A+ Engineering Testing Lab LLC Lab Certification # 16-0413.03 Address: 7066 SW 44 St Miami Fl 006000 ° ° 0000 Telephone: 30�° -668-5792 ° ° ° ° Fax: 786-513-3754 ° ° ° ° °° :ODD:* ° ° Representative Name: Adbias H. Saenz RE ° ° ° ° ° ° ° Title: P.E. # 69687 ° ° ° ° ° ° ° ° ° ° ° ° Date: 9/30/2021 Project address: 9699 Northeast 2nd Avenue, Miami Shores. FL Client: GRABER REALTY Contact: BRYAN Project description _Lightweight Concrete Deckl Area: 1900 R2 Survey Date: 9/27/2021 Starting Time:1:00 PM Finish Time: 2:30 PM Average Surface temperature: 94' Approximate Humidity: 84% Dew Point: 72% PURPOSE: The purpose of this inspection was to determine the moisture content of the existing roof. This evaluation will help the owner determine if replacement is warranted. SUBJECT BUILDING: Roof Deck consisting of approximately 19 squares of built up system over an insulated deck. INSPECTION PROCEDURE: A visual inspection was performed in order to consider any actual ponding water that may affect the results of this test. Other climatic conditions were monitored in order to best acquire and report actual roof system conditions. The test was conducted in accordance with standards set forth by the Florida Building Code, Chapter 15 and/or by Metro- Dade County Protocol # 126. METODO OF SURVEY VISUAL: 1. This is an existing roof 2. NO Leaks were. reported and time of survey SCAN TEST: Using an impedance meter moisture detector, Model TRAMEX DEC SCANNER with a "grid" of 5' measurement matrix system set at a depth between 1" and 4" inch VERIFICATION AND QLANTIFICATION (Test Cuts) No less than (3) test cut were done on the roof field surveyed, using a core sampler of 2" in diameter, in diameter, in those areas of low, medium and high level of moisture found during the scan test All samples were transported to our testing facility in watertight containers. All sample were "wet' weighed at the location of testing and the weight of each core sample was.ptoperly identified and recorded. '•" At samples were chamber dry at a temperature of 230 F for a period Qi T4,yours."A Second weight measurement was done: sample were placed into the oven for an additional hoLx and procedure continued until no weight loss was recorded. "•' •.. ...... .... DECK I •••;•• GRAVIMETRIC ANALISIS FOR MEMBRANE 2.50 2.00 050 SAMPLE WET( r) DRY( r) % RELATIVE ID WEIGHT WEIGHT MOISTURE READING 5F 34.85 34.1 220 too tic 29.73 2957 0.54 60 1B 27.85 27.75 036 0 ANALISIS FOR MEMBRANE 0 20 40 60 80 % Moisture 100 120 CONCLUSIONS Moisture content in membrane plies less than 5%, and insulation less thg g g in samples, are acceptable levels of moisture content. The samples collected from the rMo ftldicate'W4table percentages of moisture content on the roof membrane. This report is valid for 30 days. Sincerely. i *�` 9ZAOG�•; Cl 7- Q� t Adbias H, Saenz RE P.E. 4 69687 TAS 126 TEST RESULTS REPORT GENERAL INFORl'4IATION Testing Agency Name: A+Engineering Testing Lab LLC Lab Certification # 16-0413.03 Address: 7066, SW 44 St Miami Fl 0 00606 ° Telephone: 305-668-5792 ° ° O oeoo 00 O ° 0 Fax: 786-513.3. 5 O..000 000000 Representative Name: Adbias H. Saenz RE ° O O = - ° 0 Title: P.E. # 69687 0 ` ° O O 0000 °0° 0000 0000 0 00000D000 Date:9/30/2021 ° ° 00 00 0000 Project address: 9699 Northeast 2nd Avenue. Miami Shores. FL 0 0 O ° 0 ° ° 0 0 0 Client: GR.A.BER REALTY ° ° 0 ° 0 00 Contact: BRYAN ° ° o ° ° ° 0 °° ° o0 0 Project description_Lightweight Concrete 0000 Deckl Area: 1900 W Survey Date: 9/27/2021 Starting Time:1:00 PM Finish Time: 2:3 0 PM Average Surface temperature: 94° Approximate Humidity: 84% Dew Point: 72% PURPOSE: The purpose of this inspection was to determine the moisture content of the existing roof. This evaluation will help the owner determine if replacement is warranted. SUBJECT BUILDING: Roof Deck consisting of approximately 19 squares of built up system over an insulated deck. INSPECTION PROCEDURE: A visual inspection was , performed in order to consider any actual ponding water that may affect the results of this test. Other climatic conditions were monitored in order to best acquire and report actual roof system conditions. The test was conducted in accordance with standards set forth by the Florida Building Code, Chapter 15 and/or. by Metro- Dade County Protocol # 126. 11ETOD OF SURVEY VISUAL: 1. This is an existing roof 2. NO Leaks were reported and time of survey SCAN TEST: Using an impedance meter moisture detector, Model TRAMEX DEC SCANNER with a "grid" of 5' measurement matrix system set at a depth between 1" and 4" inch 060000 0 0 0000a O O ooeeeo ° 00000 O o GOOD* 000000 O 0 0 000000 ° o eoa°oo O 0 . . ... . . . . ° . . . . . . . . . . . . . . ... . . . . . . . . . . . Ito sons bui oaa a ° of ° nn°°ui sa.aOD°°uasaadaa sa ou Auo no inn uoipasaa ui p 000 °O ° a zd�0 000 °o Ao� n i s i o n 0 °.°°C) C\j 0 (T) 0 u w . .°. . . . . . . . .. ° ° ° . °. . ° . . . . ° ° ��00 %00 I °,�Oo I %00 19�09 °09 °�00 . 0/00 °4009"Ibo-9'. %O-V o �00 � Id %00.1 %00 I I 0/0oo 1 %00 I .%00 %00 I: %001 %00 I %00 I %00 I %00 I %00 I %00 I %00 I %00. I-%00 I �� `saaoqS I-W DII A `anuany PUZ 4SD@q4JON 6696 A+ Engineering Testing Lab. LLC 'A4. 7135 Sw 44 St Miami. FL 3315i A DI IIQEIiIYHIM PH:303-668-i792 FAX: 786-513-i754 EEto?sw Email: .-�o::._atlnvahoo.com Lab Certificate = 16-041=.03 & CA Lic. No. 33337 .... ...... BONDED PULL TEST RESULTS REPORT •••••• FOR .... .... ., 9699 NE 2"1 Ave, Miami Shores, FL .. INDEX Report Findings ......... ...................... 1-1 Testing Application Report (TAS124).....2-9 0\11SA77y' Adbias H. Saenz RE '' �'. P.E. # 69687 A+ Engineering Testing Lab. LLC A004et 7135 SW 4-4 St Miami. Ft 33155 A P1USE1111Et m PH:305-668-=792 FAX: 786-50-3754 TEST 1;US Email ,:oni Lab Certificate = 16-0,113.03 & CA Lic. No. 33337 September 27,2021 Company: Thomas E. Reyes 40 YEAR RECTIFICATION RE: TAS-124 Bonded Pull Test 9699 NE 2nd AN e. Miami Shores, Ft • • .. Dear Sirs: ...:.. In accordance with your authorization. A+ Engineering Testing Lab. LLC. performed an Uplift Tcsi in compliance with Testing Application Standard for Bonder Pull Test TAS-124 ah=Florida: • • Building Code at the above referenced project. A+ Engineering Testing Lab. LLC;ist} jgitified'ISade County Testing Agency. The purpose of our inspection was to determine the uplift capacity of the existing roof system. On September 27,2021 our engineer visited the site and conducted 3 field wind uplift on the ekistfiig roof system. All test were performed according to the Florida Building Code and Testing Application Standard for Bonder Pull Test TAS-124 Enclosed find copies of TAS-124 (Bonded Pull Test) forms of the subject test. Test results were found does in compliance with the Florida Building Code 2020 and TAS-124 The test results represented reflect the condition of the roof system time test. These results are time and sample dependent since roof conditions are continuously charging due to exposure to the elements. If I could be of any further assistance in this matter please do not hesitate to contact me. TESTING APPLICATION STANDARD (TAS) 124-95 BONDED PULL TEST REStLTS GENERAL INFORMATION Job Name: 40 YEAR RECTIFICATION Job Address: 9699 NE 2nd Ave. Miami Shores. Ft. Owner Name: Graber Realtv Job Contact Person: Bryan Date: 07-15-2021 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned representative agrees that all testing has been conducted and results Mare been rcpgltga- incompliance with TAS)Il. •••• •� •"• Testing Agency Name: A+ Enuineerine Testine Lab LLC. Lab Certification # 21- Address: 7066 SW 44St.Miami. Fl. •••••• �•�.. ..:..' Telephone: 305.668.5792 "'"" •� Fax: 786.513.3754 .. Representative Name: Adbias H. Saenz P.E Title: P.E. 4 69687_ Test Apparatus (General Description): Force Test SP1 BUILDING/ROOF SYSTEM INFORMATION: Building Height: Building Dimensions: height length second largest dimension total roof area Deck Type: plywood or wood plank poured gypsum concrete structural poured concrete structural concrete plank 18 - 22 ga. steel Area No I 18'-0" It 58'-0 R 36'-0 ft 1900.0 ft 2 19 sqs, cementitious wood fiber aggregate I/w insulating concrete cellular Uw insulating concrete aggregate/cellular insulating concre > 22 ga. steel composite (e.g. Load Master) Insulation: polyisocyanurate wood fiber glass fiber perlite cellular glass rockwool extruded polystyrene expanded polystyrene none other: combination: & O • O 0 O 0666 000060 0 Attachment: mechanically attached ( fasteners per ft2) 00 0 0 0 0 0 0 0 • ***Goo O O 0 0 0 0 0 0 s 0 0 0 0 0 0 0 0 0 in hot asphalt p { Ibspersquare) 0000 •�•° 0 0 0 0 0 0 0000 ••°° ° 0 0 0 0 000000 0 0 °° °°• o ° 0 0 0 0 0 cold applied O O 0 0 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 O 0 0 0 0 0 0 0 O 0 Provide a brief description of the built-p roof system: uo O O ° ° 00 0 00 O 0 ° ° ° ° 00 O O 0 0 0 0 0 0 0 ° ° o0eo oo O O BUR.Systern over a Light weight Concrete Deck O O 0 TEST INFORMATION: Number of Tests: (see Section 7.1 of TAS 124) (note the locations of all tests on `Building Information' Detail #2. attached) Maxiinum Uplift Pressure: (as noted on the roof system manufacturer's Product Approval) n— 3 Pmax = N/A psf Design Pressures: Level #1: 0000 Field Area Y: PtI _ -39.0 psf ° 0 ° 0 0 ° 0 90°0°0 0 0 0000 0 0 0000.0 0 000000 00 0 000000 Field Area 1: Pfl = -6$.0 P sf 0 ° 0 °. ° ° 00°O ° !•°O 0 0a°00,. D O O O 0a°0 O O 0000 0900- Perimeter Area: Ppi _ -89.0 psf ° ° o ° ° 0 00 00 0 ° ° ° 0000 0 0 ° ° ° ° ° 000000 P Corner Areas: Pc1= -122.0 psf O°•O.O m" 0 0 0 O 0 0 0 ° 0 ® 0 00 O 0 0 0°:0 0 0 Design Pressures: Level #2: 0 9 0 00 0 00 0 0 0 0 0 ° a0000o 0 0 Field Area: Ptz = N/A psf Perimeter Area: Pp2 = NIA psf Corner Areas: P02 = N/A psf Extended Corner: P,c2 = N/A psf Design Pressures: Level #3: Field Area: PM = NIA psf Perimeter Area: Pp3 = N/A psf Corner Areas: Pc3 = N/A psf Extended Comer: P=3 = N/A psf Note: If the number of levels on the building/project exceeds three (3), record design pressures for additional levels in a similar format. DATA RECORDING SHEET: Level # I Bonded Pull Test Test # I Check the appropriate box for field. perimeter. corner or extended corner. Field Area Perimeter Area Corner Area Extended Corner Area Applied Load (Ibf) Applied Pressure (psf) Pass I Minute Hold (*yes' or 'no') 50 13 PASS 150 38 PASS 250 63 PASS 350 88 PASS 500 125 PASS Check either 'pass' or TaiI': pass fail If the test resulted in failure, complete the following: Suspected mode of failure: Stop at 125 psf 3.2 Safety Factor Was a test cut taken to confirm the mode of failure? ves no If yes, note observations of test cut .... ...... .... ...... . ...... . .. .... ... .. Notes: Provide one of these `Data Recording Sheets' for each Bonded Pull Test conducted on each roof level. Multiple deck types shall be treated as separate roof levels. Stair towers, mechanical penthouses and mechanical rooms shall have a minimum of one (1) test conducted. DATA RECORDING SHEET: Bonded Pull Test Level # l Test # 2 Check the appropriate box for field. perimeter, corner or extended corner. Field Area qirimeter Area Corner Area Extended Comer Area Applied Load (lbl) Applied Pressure (psf) Pass 1 Minute Hold (`yes' or `no') 50 13 PASS 150 38 PASS 250 63 PASS 350 88 PASS 500 125 PASS Check either 'pass' or Tail' : pass fail If the test resulted in failure, complete the following: S1,ispected mode of failure: Stop at 125 psf 1.83 Safety Factor Was a test cut taken to confirm the mode of failure? yes no If yes, note observations of test cut 0 0 0 0 0 0 0 0 0000 00000 0 0 0 0 0 00 0 0 0 000000 0 000000 0 000000 0 000000 0 0 0 000000 0000 0000 0 0 0 0 0 0 0000 0000 00000 0 0 000.0 0000 0000 00 0 0 0 00 00 0000 000000 0 000000 0 0 0 0 0 0 0 0 00 0 000000 0 0 0 0 0 0 00 0 0 0 0 0 .00000 00 0 00 0 0 0 0 0 0 0 00 Notes: Provide one of these Data Recording Sheets' for each Bonded Pull Test conducted on each roof level. Multiple deck types shall be treated as separate roof levels. Stair towers, mechanical penthouses and mechanical rooms shall have a minimum of one (1) test conducted. DATA RECORDING SHEET: Bonded Pull Test Level # I Test # 3 Check the appropriate box for field, perimeter, corner or extended corner. Field Area CE Area Applied Load (lbb Applied Pressure (psf) Pass 1 Minute Hold (-yes, or .no,) 50 13 PASS ] 50 38 PASS 250 .63 PASS 150 88 PASS 450 113 PASS 550 138 PASS Check either 'Pass' or Tail': fail If the test resulted in failure, complete the following: Suspected mode of failure:. Stop at .138.psf.1.13 Safety Factor Was a test cut taken to confirm the mode of failure? yes no Perimeter Area Extended Comer Area .. 0 0 0 0 0 0000 000000 0 0 °° . 0 . .°...° °..000 ° 000000 ° 000000 0 0 0 000000 0000 0000 0 0 0 0 0 0 0000 0000 00000 0 0 00.... 0000 00000 0 . 0 00 00 0000 000000 000000 0 ° 0 0 . 0 0 0 00 0 0000.0 0 0 0 0 0 00 0 0 0 0 0 ..0.00 00 0 00 0 0 0 0 0 0 0 00 If yes, note observations of test cut Notes: Provide one of these `Data Recording Sheets' for each Bonded Pull Test conducted on each roof level.'Multiple deck.types shall be treated as separate roof levels. Stair towers, mechanical penthouses and mechanical rooms shall have a minimum of one (1) test conducted. INSERT BUILDING AND PARAPET HEIGHTS. (IF NO PARAPET EXISTS, INSERT "NIA`) 1 O O O 0 loos 000600 O : sp 0 0 0 000000 0 0 0 0 0 0 0 0 0 000 O 0 0 606 06000 O O 0 000 0 0 0 0 O 09 0 0 0 0 0 0 O O p O 0 0 0 0 0 0 0 O O 00 O O 0 0 0 0 0 0 0 O 0 0 0 00 GOUND LEVEL ROOF SYSTEM INFORMATION - DETAIL #1 I , a HF 1 I 1 QQ= Ii i 1 ��yb 1 � I � 1 1 t 1 i R 1 1 1 S � pR a p RApa �p � I'a+Z 9 A E a u pi (o a 9 O 000 0 0 O 000 0 0 O O O O O 0 0 O O 0 0 O O 0 O 0 a a 0 0 O 0 O 0 go a O O 0 0 O O 0 a a O O O O O O O O 0 O 0 0 0 96 99 Northoocsoo a 2n.d0 a a Ave-nue , Miami 0 0 O O O O a a* O 0 000 0 o 000 boo as a a b as abb 90 2 O 0 O O O O b O �O O 0 0 0 a a O O 0 0 0 O 0 0 0 0 0 O 0 0 9 a a o e o o a o 00 O a O 0 0 Goo 00 TEST 0 BONDED PULL TEST MAP Shores, U FL ••'••• AirQuestProject #18171 •'•••- Limited Pre -Renovation •••• •�-• •- Report of Building Material •• •• •••• ••••:• Survey, Sampling, and • ' •• •••••• Evaluation of Asbestos :' .. ' •• ' Containing Materials For: The Attic Insulation and Mechanical Ducts within the Commercial Building 9699 Northeast 2"a Avenue Miami Shores, Florida 33138 Prepared For: Mr. Bryan Amaya Director of Sales and Marketing Graber Realty Group, LLC 6701 Biscayne Boulevard Miami, Florida 33138 September 3, 2021 AIR U E S T° ENV IRON MENTAL, INC. Asbestos Consulting BusinessPZA-304 6851 Southwest 45' Street, Fart Lauderdale, FL 33314 11 Phone (954) 792-4549 Fax: j954) 792-2221 11 www. AirQuestlnc.com CERTIFICATION PAGE Limited Pre -Renovation Report of Building Material Survey, Sampling, and Evaluation of Asbestos Containing Materials The Attic Insulation and Mechanical Ducts within the Commercial Building 9699 Northeast 2"d Avenue Miami Shores, Florida 33138 '••' •... AirQuest Project #18171 •• •••• Prepared For: •• ••' •-•••• Mr. Bryan Amaya Director of Sales and Marketing Graber Realty Group, LLC �• ' 6701 Biscayne Boulevard Miami, Florida 33138 Prepared By: AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, Florida 33314 Asbestos Consulting Business #ZA-304 edro Rodas Traci -Anne Boyle, CIH, CSP Project Manager FL Asbestos Consultant #AX-60 September 3, 2021 Project#18171 ii Limited Pre -Renovation Asbestos Survey EXECUTIVE SUMMARY AirQuest Environmental, Inc. ("AirQuest") performed a limited pre -renovation survey for asbestos containing materials (ACM) at the commercial building located at 9699 Northeast 2"d Avenue, Miami Shores, Florida 33138 ("the site"). The survey was performed on August 31, 2021, by AirQuest Project Manager, Mr. Pedro Rodas, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector. The purpose of the survey was to locate and identify ACM at the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emission Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey prior to reno JM(511. activities. The results of our observation and laboratory analysis did not identify ACi( jt},t}te samples collected from the site. .•••• •••. The scope of the survey was limited to the attic roof deck insulation materials•and.mechani". ducts. The remaining interior building materials and areas, the exterior, and the reef of the buthling were not included in the scope of the inspection. Destructive sampling procedures were not used to access the interior of wall caYitlt;S: fire agor", or above hard ceilings. If any materials are encountered during renovation activities that were r at' sampled in this report, the materials should not be disturbed until they have been sampled and identified as non -ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10) ,%vorking days prior to the start of any construction activities. Even if no asbestos is present at the site, notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work, the location of the site, the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject" to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) as long as they are not part of a larger project. Project #18171 iii Limited Pre -Renovation Asbestos Survey TABLE OF CONTENTS PAGE EXECUTIVE SUMMARY iii 1 INTRODUCTION AND SITE DESCRIPTION 1 2 SURVEY METHODS AND LABORATORY ANALYSIS 1 2.1 SURVEY METHODS 2.2 PLM AND PLM POINT COUNT • • • : 3 •' • • • 2.3 TRANSMISSION ELECTRON MICROSCOPY (TE1M) • 2 ""•' 3 SUSPECT ASBESTOS CONTAINING MATERIALS • • • • • • • d ...... .... ..... .. .. .... ...... 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION s{ ...... , 5 LIMITATIONS '..' 4 "'••' TABLES Table 1 — Laboratory Analysis and Summary ................................................................................ 3 APPENDICES Appendix I - Certifications Appendix II - Laboratory Report and Chain of Custody Record Appendix III - Photographs Project #18171 iv Limited Pre -Renovation Asbestos Survey AirQuest Environmental, Inc. 1 INTRODUCTION AND SITE DESCRIPTION AirQuest Environmental, Inc. ("AirQuest") performed a limited pre -renovation survey for asbestos containing materials (ACM) at the commercial building located at 9699 Northeast 2"d Avenue, Miami Shores, Florida 33138 ("the site"). The survey was performed on August 31, 2021, by AirQuest Project Manager, Mr. Pedro Rodas, a trained Asbestos Hazard Emergency Response Act (AHERA) certified asbestos inspector (see Appendix I). The purpose of the survey was to locate and identify ACM at the site prior to renovation activities. The survey was performed in compliance with the requirements under the National Emjsttm• Standards for Hazardous Air Pollutants (NESHAPs) for an asbestos survey pilior-6:renovaltdit activities. '••••• .. .. . •• ...... The scope of services for this project consisted of the following five steps: .... .... .... ➢ Building Walk -Through and Observations, . •.... .... . .. ..:.. ➢ Bulk Sampling of Suspect ACM, ••�••• ••.• •••••• ➢ Polarized Light Microscopy (PLM) Analysis of Bulk Samples, :"'" ' ➢ Hazard Assessment and Evaluation and ➢ Final Report Preparation. The site was an attic space within a commercial building measuring approximately 140 square feet. Fiberglass insulation was present. Four (4) types of glue were present on select surfaces of the walls and ceiling. White mastic was present on the air conditioning duct work. 2 SURVEY METHODS AND LABORATORY ANALYSIS The sampling protocol used generally follows AHERA guidelines. AHERA was promulgated by the United States Environmental Protection Agency (EPA) in 1987 and regulated public schools. 2.1 SURVEY METHODS Suspect materials are differentiated into three categories: surfacing material, thermal system insulation, or miscellaneous material. Surfacing material is anything that is sprayed or troweled onto a surface. Thermal system insulation is material used to insulate HVAC pipes, tanks, etc., and miscellaneous material is any other type of material. A homogeneous area is defined as an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. A homogeneous area is not limited to only a room and may be found in several rooms. Sample selection in the building was determined by identifying the homogeneous areas and basing sampling locations upon these areas. Project #18171 1 Pre -Renovation Asbestos Survey AirQuest Environmental, Inc. In conducting the building inspection in compliance with local, state, and federal regulations, all suspected ACM which were accessible to the inspector, were either sampled to confirm the actual presence of asbestos or assumed to contain asbestos. Building areas between walls, under floors, under concrete slabs and above permanent ceilings, all of which could not be accessed, were not visually inspected nor were materials therein sampled as a part of this building inspection. Due to the fact that over 3,600 different building products are recognized as asbestos containing building materials, it cannot be said that all such products that may be included in the site have been, or could be, identified. 2.2 PLM AND PLM POINT COUNT •.•• . ....... .... Analysis was performed using PLM with dispersion staining. The laboratory is•nal d proficient ...... .' through National Institute of Standards and Technology - National Voluftrg eLabomtory• = ••••• Accreditation Program (MIST-NVLAP) for bulk asbestos analysis. •��• �••••� ••�• NESHAP defines ACM as containing more than 1% asbestos as determine4.g�rng PLIvi•Ca; specified in Appendix E, Subpart E, 40 CFR part 763, Section 1, Polarized LightdVlictbscopy);. ...... NESHAP defines friable ACM as any material containing more than 1 % asbestos that, whep dr ,. ...... can be crumbled, pulverized, or reduced to a powder by hand pressure. If the as*'b estos contl nt of �....I friable material is less than ten (10) percent as determined by a method other than point cognuUg- a by PLM, the Owner may elect to verify the asbestos content by point counting using PLM. Estimates of quantities of ACM were based upon the identification of suspect materials. Where suspect ACM were located behind walls, above ceilings, beneath carpeting, or other concealed conditions and the quantities cannot be verified, the estimate is based upon the conditions present during the survey. These estimates are not to be considered absolute and should be verified when the ACM is exposed. 2.3 TRANSMISSION ELECTRON MICROSCOPY (TEM) The method of bulk sample analysis, PLM, is not 100% absolute in the identification of ACM. There are many factors which may contribute to false negatives being reported. Some of the more common factors include non -homogeneity of the building material and the optical variations of the microscopist. Because of the inherent limitations of PLM Bulk Sample analysis, the Owner may elect to re -analyze the reported negative PLM samples by TEM to determine whether they may be regulated under NESHAPs. In order to obtain an absolute analysis of a building material, any reported negative sample suspect of being asbestos or any material not sampled should be analyzed by Transmission Electron Microscopy (TEM) with energy dispersive x-ray analysis (EDAX) for bulk sample confirmation. Interpretation of TEM results must be viewed with caution as these procedures are not presently recognized by EPA regulations. However, they are useful analytical techniques for confirmation of non -friable materials when PLM results are inconclusive. This analytical technique is described in the EPA Guidance Document, EPA/600 R-93/116, July 1993, Test Method — Method for the Determination of Asbestos in Bulk Building Materials. This Project #18171 2 Pre -Renovation Asbestos Survey AirQuest Environmental, Inc. method, Analytical Electron Microscopy (AEM), also referred to as TEM, can often be a reliable method for the detection and positive identification of asbestos in some bulk building materials, both friable and nonfriable. The method is particularly applicable to bulk materials that contain a large amount of interfering materials that can be removed by ashing and/or dissolution and codtalA. asbestos fibers that are not resolved by PLM techniques. Many floor tiles and plgsters woq crsi included in the type of sample. In combination with suitable specimen preparatiouteclutiquV, the AEM method can also be used to quantify asbestos concentrations. • • • The TEM analytical methodology is also referred to in an EPA Advisory, Federat RZ gister, doh 59, No. 146, August 1, 1994, Advisory Regarding Availability of an ImprovM:ASBestos BLIV Sample Analysis Sample Test iMethod, Supplementary Information on Bulk S•*j:ppie, Collectign and Analysis. The Advisory states that this approach should be considered for th8 follawing circumstances: (1) Floor tiles which may contain thin fibers, and which were aftalyaed under tke• 1982 PLM method and found not to be asbestos -containing; and (2) materials s6Ch & hard %am and acoustical plaster, stucco or other similar multi -layered materials or systems which were not analyzed and reported by layers (discrete strata). 3 SUSPLCT ASBESTOS CONTAINING MHTERIALS Six (6) homogeneous areas (HA) of suspect material were identified and a total of twelve (12) samples were collected. Sample descriptions and laboratory results are summarized in Table L A copy of the laboratory report and chain of custody record is included in Appendix II. Photographs of each HA are included in Appendix III. Table I — Laboratory Analysis and Summary Samples Collected on August 31, 2021 Sample !`ic Plon , Number:: HA Sample Location Suspect Material Asbestos Content % 8171-01 1 Attic North End Fiberglass Insulation ND Pa er 8171-02 1 Attic South End Fiberglass Insulation ND Paper 8171-03 2 Attic South End Yellow Glue on ND Concrete Walls/Ceiling 8171-04 2 Attic South End Yellow Glue on ND Concrete Walls/Ceilin 8171-05 3 Attic Center White Glue on ND Concrete Walls/Ceiling 8171-06 3 Attic Center White Glue on ND Concrete Walls/Ceilin- 8171-07 4 Attic East Wall Tan Glue on Concrete ND Walls/Ceiling Project #18171 3 Pre -Renovation Asbestos Survey AirQuest Environmental. Inc. Sample NumberMateriaL Sam le Location Description of 8171-08 4 Attic East Wall Tan Glue on Concrete ND 000 Walls/Ceiling 8171-09 5 Attic East Wall Gray Glue on Concrete •, ; Walls/Ceiling 8171-10 5 Attic East Wall Gray Glue on Concrete • NA Walls/Ceiling White Mastic on A/CUnit 8171-11 6 Attic West Wall ' 8171-12 6 Attic West Wall White Mastic on A/C N Unit A/C- Air Conditioning • , , • ; HA- Homogenous Area ND- None Detected 4 CONCLUSIONS AND RECOMMENDED RESPONSE ACTION The results of our observation and laboratory analysis did not identify ACM within the samples collected from the site. Destructive sampling procedures were not used to access the interior of wall cavities, fire doors, or above hard ceilings. If any materials are encountered during renovation activities that were not sampled in this report, the materials should not be disturbed until they have been sampled and identified as non -ACM through laboratory analysis. Written notice of intent to renovate or demolish is required ten (10) working days prior to the start of any construction activities. Even if no asbestos is present at the site, notification is still required. Notifications must contain certain specified information, including but not limited to, the scheduled starting and completion dates of the work, the location of the site, the names of operators or asbestos removal contractors, methods of removal and the amount of asbestos, and whether the operation is a demolition or a renovation. All demolitions and renovations are "subject' to the Asbestos NESHAP insofar as owners and operators must determine if and how much asbestos is present at the site. The Asbestos NESHAP does not apply to residential structures with four or fewer dwellings (i.e., apartments or single-family homes) as long as they are not part of a larger project. 5 LIMITATIONS The scope of the survey was limited to the attic roof deck insulation materials and mechanical ducts. The remaining interior building materials and areas, the exterior, and the roof of the building were not included in the scope of the inspection. Project#18171 4 Pre -Renovation Asbestos Survey AirQuest Environmental, Inc. This report was prepared in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. This report was prepared for the exclusive use of the client and assigned agents and is not intended for any other purposes. Our report is based on the information available to us at the time oil`Mtr. investigation and is limited in scope to the stated purpose and/or the area(s):j oeFted. Oo ej conditions elsewhere in the site may differ from those in the inspected loca4oas and:91M' conditions are unknown, may change overtime, and/or have not been considered! •'Fliis-report does not claim to identify all potential hazards and/or contaminants that may be prWilf,,.nor doWl. imply any medical opinion on the relationship of potential health effects with any r'eorted hazards and/or contaminants. Our opinions are based on our findings and professional exllrq�tse, w4b:Qo guaranty or warranty implied herein. The data obtained in this report does poit. establish tke habitability of the site, nor does it determine if a building is safe or unsafe. Should addifopat. information become available, we reserve the right to determine the impact, if an. ,,.of the neW information on our opinions, conclusions, and recommendations, if necessary, as warranted l y tt4q discovery of the additional information. AirQuest accepts no responsibility for interpretation of this report by others. Its contents shall not be used or relied upon by other parties without prior written authorization by AirQuest. Project #18171 5 Pre -Renovation Asbestos Survey The Environmental Institute Pedro Rodas Social Security Number- 7275 " AirOuest Environmental - 6851 Southwest 45th Street, Ft. Lauderdale, FL 33314 ' Has completed 4 hours of coursework and satisfactorily, passed an examination that meets all criteria required for EPA/AHERA/ASHARA (TSCA Title ll) Approved Reaccreditation Asbestos in Buildings: Inspector Refresher June 8, 2021 Course Date June 8, 2021 Ez ination Date June 7, 2022 FViration Date W. Hogue -Training Manager 18500 Certificate Number 6851 Southwest 45th Strtet, Ft. Lauderdale, FL 33314 (Approved by the ABIH Certification Maintenance Committee for 112 CM point - Approval 911-577) (Florida Provider Registration Number FL4"001342 - Course 9FL49-0002805) TEI -1395 S. Marietta Parkway SE - Building 100, Suite 124 - Marietta, GA 30067 Phone: 770-427-3600 - Website: www.tei-ati.com Ron Desantis, Governor Halsey Beshears, Secretary FI dda STATE OF FLORIDA dopr DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ASBES;TsOS LICENSING UNIT THE ASBESTOS CONSULTANT HEREIN IS LICENSED UNDER THE PROVISIO ` S OF CHAPTER 469, FLORIDA STATUTES BOYLE, TRACI-ANNE AIRQUEST ENVIRONMENTAL INC 6851 SW 45 ST DAVIE FL 33314f* �—LICENSE NUMBER: AX60 EXPIRATION DATE: NOVEMBER 30, 2022 ••; ; ; ,•, ; ; ,•• Always verify licenses online at MyFloridaLicense.com •� •: 1 „ ... ... Do not alter this document in any form. ,• :•::: : ... ... .... This is your license. It is unlawful for anyone other than the licensee to use this document. ,,. . , , ,,. : , EMSL Analytical, Inc. 19601 NE 10th Ave. Bay AN. Miami Beach, FL 33179 Tel/Fax: (305) 650-0577 / (305) 650-0578 hop://www.EMSL.com / miamilab@emsl.com Attention: Lab Results AirQuest Environmental, Inc. 6851 Southwest 45th Street Fort Lauderdale, FL 33314 Project: 9699 NE 2nd Ave., Miami Shores - 18171 EMSL Order: 172104980 Customer ID: AQE63 Customer PO: Project ID: Phone: (954)792-4549 Fax: (954)792-2221 Received Date: 09/01/2021 9:58 AM Analysis Date: 09/01/2021 Collected Date: 08/31/2021 Test Report: Asbestos Analysis of Bulk Materials via EPA 600IR-931116 Method using PolaAzad. • ..... Light Microscopy Non -Asbestos �Asbestos ��• •• Sample Description Appearance %Fibrous %Non -Fibrous %Tps 8171-01 • Fiberglass Insulation Brown 100% Glass •.•. Nonq.Qej 9d Paper Fibrous ..... 1721049ea-gao1 • • Homogeneous ' • , 8171-02 Fiberglass Insulation Brown 100% Glass None Detected . . • • Paper Fibrous , 11210096o 2 Homogeneous • • • •..... 8171.03 Glue On Concrete Yellow 100% Non -fibrous (Other)• • • • No.. Deleted Walls/ Ceiling Non -Fibrous • • • • • . , ..... 172+0a9ee.0cw Homogeneous : '..• 8171-04 Glue On Concrete Yellow 100% Non -fibrous (Other) None Detected Walls/ Ceiling Non -Fibrous 17210a98aaooa Homoceneous 8171-05 Glue On Concrete White 100% Non -fibrous (Other) None Detected Walls/Ceiling Non -Fibrous IMN980La05 Homogeneous 8171-06 Glue On Concrete White 100% Non -fibrous (Other) None Detected Walls/Ceiling Non -Fibrous 17218ee80me6 Homogeneous 8171-07 Glue On Concrete Tan 100% Non -fibrous (Other) None Detected Walls/ Ceiling Non -Fibrous 1721N980wm Homogeneous 8171-08 Glue On Concrete Tan 100% Non -fibrous (Other) None Detected Walls/ Ceiling Non -Fibrous 1721oa98aoeoe Homogeneous 8171-09 Glue On Concrete Gray 100% Non -fibrous (Other) None Detected Walls/Ceiling Non -Fibrous 1721W980-0809 Homogeneous 8171-10 Glue On Concrete Gray 1000A Non -fibrous (Other) None Detected Walls/ Ceiling Non -Fibrous 1721N980-0010 Homogeneous 8171-11 Mastic on A/C Unit White 100% Non -fibrous (Other) None Detected Non -Fibrous 1721""O.x)ll Homogeneous 8171-12 Mastic on A/C Unit White 100% Nonfibrous(Other) None Detected Nan -Fibrous 1721N980m12 Homogeneous Initial report from: 09/01/2021 14:23:47 AS9 PLA1_0008 0001. 1.78 Printed: 9/1/2021 2:23 PM Page 1 of 2 EMSL Analytical, Inc. 19501 NE 10th Ave. Bay AN. Miami Beach, FL 33179 Tel/Fax:(305)650-0577/(305)650-0578 htp./N EMSLcom I miamilabr@emsi.com Analyst(s) Edgar Rodriguez (12) EMSL Order: 172104980 Customer ID: AQE63 Customer PO: Project ID; Kimberly Wallace, Laboratory Manager a OtherApproved Signatory EMSL maintains liability limited to coat of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility, for sample collection activities or analytical method limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client an the Cfain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpar; E of 40 CFR (previously EPA 600/M4-82-020'Interim Method') but augmented with procedures outlined in the 1993 Cfinar) version of the method. This report must not be used by the client loclaim product certification, approval, or endorsement by NVLAP, MIST or any agency of the federal government. Non. friable organically bound materials present a problem matrix and therefore EMSL recommends gmvimenic reduction prior to analysis . Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboart, etc.) are reported as a single sample. ESimation of uncertainty is available on request. Samples analyzed by EMSL Analytical, Inc. N. Miami Beach, FL NVLAP Lab Code 200204-0 Initial report from: 09/01/2021 14:23:47 ASS _ALM_0008 0001 -1.78 Printed: 9/1/2021 2:23 PM Page 2 of 2 ro sv m 0 N 0 AIR UEST E N'VIRONMENTAL, INCJ 6861 Southwest 45th Street Stop at First Positive No Fort Lauderdale, FL. 33314 Turnaround Time 24 Hr Phone: 954/7924649 Email: Labresults@airquestinc.com Fax: 9541792-2221 Sample Date: 8/31/2021 Project Name: 9699 NE 2dn Ave., Miami Shores Project Number: 18171 Surveyor. Pedro Signature: HA Sample 0 HA Description Sample Location HA Location Quantity G/F/P Dist. Pot. Friable Co nt/PhotoY 1 8171-01 Fiberglass Insulation Paper Attic North End Attic Space AOO Se Good L Non Friable 1 8171-02 Fiberglass Insulation Paper Attic South End Attic Space M SP Good L Non Friable 2 9171-03 Yellow Glue On Concrete Walls/Ceiling Attic South End Attic Space 100 SF Good L Non Friable 2 8171-04 Yellow Glue On Concrete WaIls/Ceiling Attic South End Attic Space 100 SF Good L Non Friable 3 8171-05 White Glue On Concrete WaIls/Ceiling Attic Center Attic Space S SF Good L Non -Friable 3 8171-06 White Glue On Concrete Walls/Cciling Attic Center Attic Space S SF Good L Non -Friable 4 8171-07 Tan Glue On Concrete Walls/Cciling Attic East Wg11 Attic Space 2 SF Good L Non -Friable 4 8171-08 Tan Glue On Concrete WaIls/Cciling Attic East Wull Attic Space 2 SF Good L Non -Friable 5 1 8171-09 Gray Glue On Concrete Walls/Ceiling Attic East Wall Attic Space 2 SF Good L Non -Friable 5 8171-10 Gray Glue On Concrete Walls/Ceiling Attic East Wall Attic Space 2 SF Good L Non -Friable 6 8171-11 White Mastic on A/C Unit Attic West Wall Attic Space 2 SF Good L Non -Friable 6 8171-12 White Mastic on A/C Unit Attic West Wall Attic Space 2 SF Good L Non Friable Io 000 0 0 0 1 0 0 0 0 • e o 0 o e o 0 0 0 Relinquished by: Pedro Rodas Recieved by: 0 C-�w I- _ POlev Relinquished by: Recleved by: 00 000 V ° ° ° 00 e 0 O 00 O O O O O O O 0 0 0 O O O • ° o • O O 0 0 e O O O O O • Date and Time: V�1-01 ° o ° ° ° ° ° ° ° • 0 e w 001. 1. ��0 o 0 00 000 Date and Time. a ° Date and Time: Date and TIme. 000 0 °° e e°°° O • 0 ° • e o 0 • e o 000 ° o e ° ° ° • 00000 0 0 ° ° o 0 000 0 ° ° so eo 0 0 000 0 0 Fedex: ndnu L.ourIUMa Page 1 of 1 0 00 00 0 0 0 0 00 0 0 0 000009 o 0 O 0 0 0 00 0 0 0 o O 0 00 o 906000 0 0 0 0 O 0 0 OQOOOo 0 OO 00 0000 000000 0 0 000000 0 0000 00000 O 0 0000 0000 00000 O O 0000 O O 0000 p p 000000 906000 0 0 0 0 0 000000 000000 000000 O 00 A 0 0 0 O 0 0 O 0 0000 000000 O O O 0000 a Commercial Building 9699 Northeast 2rd Avenue Miami Shores, Florida 33138 l J Exterior of 9699 Northeast 2nd Avenue 2 —Yellow Glue on Concrete HA 4 — Tan Glue on Concrete Project #18171 Page I of 2 AirQuest Environmental, Inc. Project; 18171 August 31, 2021 1 —Fiberglass Insulation743er =miInIMUen1=r•11 HA 5 — Gray Glue on Concrete Walls/Ceiling Commercial Building 9699 Northeast 2,d Avenue Miami Shores, Florida 33138 k HA 6 — White Mastic on Project # 18171 Page 2 of 2 AIrQ'uest Environmental, Inc. Project;"18171 August 31, 2021 .... ...... .... ...... Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Notice of Required 60 year Building Recertification Date: July 19, 2021 1 U.S. Postal Service'" Er MAILO RECEIPT ru • only To: Shores station LLC 6701 BISCAYNE BLVD MIAMI, FL 33138 M CartlFletl Mall Fee 0 $ Re: 9699 Ne 2 Ave Miami Shores, FL 33138-2721 Dear Owner: O 'nears —N. e` � ❑geNnaecelpl (eleclronlc) 0 ❑CeNPeC MaIIRmMcleU nexwary Q (3Mua algn maeeulretl ❑ mutt algae — aeaok teC pale Pos age Ln fu Tofal Postage antl Fees fu PoWnark Hm 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 (90) 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, 71ZOI Ismael Naranjo, BO Building Director Email: bo@msvfl.gov Sent via USPS regular and certified mail # 7020-2450-0000-4634-4029 7020-2450-0000-4634-403 6 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Notice of Required 60 year Building Recertification Date: July 19, 2021 To: Shores station LLC 9699 Ne 2 Ave Miami Shores, FL 33138-2721 Re: 9699 Ne 2 Ave Miami Shores, FL 33138-2721 Dear Owner: -0 m •. 0 F I I i m Certified Mail Fee FxtraSeNlceS$ mR-18 Fe95(checltbat,eNe as epproglere) � ❑Return Pewlpt (TeNwP11 O ❑ Ratum R"Pt(eactrenlu) $ O 0 C mead Melt Peatrlcled Ni" $ M ❑Mua Signature Re u1nd1 $ 0 ❑Acute Signature Ra cnd UNNery$ tr7 Postage W$ N Total Postage and Fees 5 `u sen eS eR� _ iQ�tO>1 u So-ee AFlP---- br -lYa .............. M1" wo Postmark Mere 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 (90) 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, (j 2 z/ Ismael Naranjo, BO Building Director Email: bo@msvfl.gov Sent via USPS regular and certified mail # 7020-2450-0000-4634-4029 7020-2450-0000-4634-403 6