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07211869_BUILDING RECERTIFICATION
Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2207 Fax: (305) 756.8972 BUILDING RECERTIFICATION Date: March 10, 2025 Permit No. CC-07-21-1869 To: Miami Shores Presbyterian Church 601 NE 961h St. Miami Shores, Florida 33138 Re: 50 years Building/Electrical Recertification. Folio 11-3206-017-1700 602 NE 97th St. Miami Shores, Florida 33138 Miami Shores, Florida 33138 The Village of Miami Shores Building Department received and reviewed the Building Structure recertification report dated September 9, 2021 by Mark A. Coltrain, AIA, Florida license number AR0013380, the Electrical System report dated August 24, 2021 by Enrique L. Fernandez, P.E, Florida license number and the Parking Illumination report dated February 07, 2025 by Dario A. Herrero P.E, Florida license number 67796. 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 60 year anniversary from original construction date. At that time, a new Recertification Report must be submitted to the Building Official. Although this Letter of recertification allows continued occupancy of the building, issuance of this letter does not preclude the Building Official from carrying out his responsibilities under Section 8-5 of the Code of Miami - Dade County. Further, issuance of this letter shall not be construed directly, or indirectly, as a guarantee of the safety of any portion of the structure. As per Miami Dade County Code Sec. 8-11. - Existing buildings. (a)The requirements contained in the Florida Building Code, shall apply to all buildings and/or structures now existing or hereafter erected. All buildings and/or structures and all parts thereof shall be maintained in a safe condition, and all devices or safeguards that are required by the Florida Building Code shall be maintained in good working order. Electrical wiring, apparatus and equipment, and installations for light heat or power and low voltage systems as are required and/or regulated by the Building Code, now existing or hereinafter installed, shall be maintained in a safe condition and all devices and safeguards maintained in good working order. Thank you for your cooperation in this matter. Sincerely, Ismael Naranjo, BO, CFM Building Director. z COLTRAIN JON EA S ARCHITECTS Nunn111 C12'ry 535 SW 8th Street, Suite 100 Miami, Florida 33130 306.285.6723 Office 305.285.6722 Fax September 9, 2021 n CITY OF MIAMI SHORESCg>bparg!X ent Structural Letter of Compliance for the 40-yation Reference: Miami Shores Presbyterian Chapel 602 NE 97th street Folio Number: 11-3206-017-1700 Dear Building Official: .... .... . . : In accordance with Section 8-11(f of the CITY OF MIAMI, I have performed an inspection of the wilding located at 602 NE 97TM STREET, MIAMI SHORES, FL 33138 and determined the building is structurally safe for its use and present occupancy. The findings of my inspection are summarized in this report that follows the Minimum Inspection Procedural Guidelines for Building Recertification. This report does not preclude the building from subsequent inspections as deemed necessary by the Building Official. To avoid possible misunderstanding, nothing in this report would be construed directly or indirectly as a guarantee for any portion of the structure. To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, the extent reasonably possible Should you have any questions concerning this report please contact me M„ ;;;.,�+^in at 305-970-2472. Sincerely, Mark Coltrain ARCHITECT AR FL 13380 Mian i Shores Village Building Department Zoning Dept. Date Building Dept. Date Subject to compliance with all Federal, State and County rules and regulations. Permit# ,('y `DF F LOR7� �P. � GOL7Rgi'' / Q *' � r ' OQy3960 and Seal of RED c )11(111� CERTIFICATION OF COMPLIANCE WITH PARKING LOT GUARDRAILS REQUIREMENTS oe0000 IN CHAPTER 8C OF THE CODE OF MIAMI-DADE Ct)U o ° 0 0 ° o o ° ° 0 0 0 0 0 0 0 0 0 0 0 0 ° 000000 ° 0 0 0 0 v 09/09/2021 0 oo°° °oeo ° o0 0 0 0 DATE: 0000 0000 00000 O 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 ° ° ° ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 Re: Case No. FYear 1965 ° ° 0 ° 0 ° 0 0 s • o ° 602NE97ST 00 000000 Property Address: ,Bldg. No.: �. , Sq. Ft.: ° ° ° O 0 O 0 0 0 0 Building Description: ONE STORY CBS BUILDING CHAPEL ° 0 ° ° ° ° °° o :Goo:* ° o oe0000 0 I am a Florida registered professional engineer or architect with an active license. On SEPTEMBER 8 , 20 21, 1 inspected the parking lots servicing the above referenced building for compliance with Section 8C-6 and determined the following (check only one): 0 The parking lot(s) is not adjacent to or abutting a canal, lake or other body of water. The parking lot(s) is adjacent to or abutting a canal, lake or other body of water and parked vehicles are protected by a guardrail that complies with Section 8C-6 of the Miami - Dade County Code. The parking lot(s) is adjacent to or abutting a canal, lake or other body of water and parked vehicles are not protected by a guardrail that complies with Section 8C-6 of the Miami -Dade County Code. I have the property owner that he/she must obtain a permit for the installation of btain all required inspection approvals to avoid enforcement actin O. . , , , • , , �'/�� ,'�•.•' C O LrRAs '•. . CO • ���Q�33a0 ; • i tufe and Seal of hitect �STLRF. Mark Coltrain (Print Name) O 000000 - 00 O O O O O p O O 000000 0 O 0 00 O O -- 0 0 0 - - - - - O 0 00 O 000000 - O O 0 O 006000 O O 0 00 00 O 00 000000 0 O O 0 0 000000 00 O 00000 O O 00000 - - - 0000 0000 O 0 000000 000000 O 0 0 0 *Goose O 000000 006000 0 GO- 0- 0 0 0 000000 000000 ' O 0 INSPECTION COMMENCED Date: 08/02/2021 INSPECTION COMPLETE Date: 08/05/2021 OF kLOR/o1'v G �COETRAIN • "" INSPECTION MADE BY: MAR ' .. .... ..... SIGNATURE: PRINT NAME: MAK CoLTPAIN . ..% .. TITLE: —ARCHITECT AR 13380 ADDRESS: 535 SW 8TH STREET, SUITE 100 MIAMI FLORIDA 33130 1. DESCRIPTION OF STRUCTURE a. Name on Title: CHAPEL 50 YEAR CERTIFICATION b. Street Address: 602 N.E. 97THSTREET, MIAMI SHORES, FL 33138 c. Legal Description: MIAMI SHORES SEC 2 PB 10-37 LOTS 1 THRU 8 BLK 59 & LOTS 1 THRU 5 BLK 62 & THAT PORT OF NE 95 ST LYG BET BLKS 59 & 62 CLOSED PER ORD 50-195 LOT SIZE 829.40 X 150 d.Owner's Name: MIAMI SHORES PRESBYTERIAN CHURCH e. Owner's Mailing Address: 602 NE 97TH STREET, MIAMI, FL 33138 f. Folio Number of Property on which Building is Located: 11-3206-017-1700 g. Building Code Occupancy Classification: GROUP A, CHAPEL (ASSEMBLY) h. Present Use: WORSHIP I. General Description: ONE STORY WITH ADJACENT OFFICES, TOILET AROUND AN OPEN COURTYARD. CONCRETE BLOCK WITH TIE COLUMNS AND TIE BEAMS CONSTRUCTION. WITH METAL TRUSSES IN CHAPEL. ROOF IN CHAPEL TILE AND ROOF IN OFFICES FLAT. Addition Comments:NOTE: i 0 0 0 00w0e0 000000 - 0 0 0000 se_so - ~� 0000 00o00 0000 00000 0 00 000000 - 0 0 0 0 0 000000 00 a 00 ob c 0 0 000000 , 0 - 0 0 -0 OOOese 0 00 0 e '' 0 0 0 -. 0 0 00 0 o e O O 0 0 O •O 1�;. '• r 000000 0 0 a O O tl 0000 O O O 00 O O O O O O O g 0 0 j. Additions to original structure: NONE a O 0 0 0 0 0 0 a 0 0 o O 0000 0000 O O 0 0 0 0066 0000 00006 0 0 0 0 0 0 O O 0 0 0 0 0 u o O 0 O O O 0 0 O 0 0 0 0 0 0 0 •00000 0 0 O o O 0 O O 00 O 0 0 0 0 0 O 0 O OO O O O O 00000 00 0 O O 6 2. PRESENT CONDITION OF STRUCTURE a. General alignment (Note: good, fair, poor, explain if significant) GOOD 1. Bulging NONE 2. Settlement NONE 3. Deflections AREAS I WAS ABLE TO INSPECT SHOWED NO DEFLECTION 4. Expansion NONE VISIBLE GOOD CONDITION 5. Contraction NONE VISIBLE GOOD CONDITION b. Portion showing distress (Note, beams, columns, structural walls, floor, roofs, other) ALL BEAMS AND COLUMNS, GOOD CONDITION. THIS BUILDING WAS WELL BUILT AND MAINTAINED. ROOF CHAPEL METAL TRUSSES IN VERY GOOD CONDITION WITH TONGUE AND GROOVE PLANKING. c. Surface conditions — describe general conditions of finishes, noting cracking, spalling, peeling, signs of moisture penetration and stains. STUCCO FINISHES ON CHAPEL AND OFFICE AREA ARE IN GOOD CONDITION. SOME SMALL HAIRLINE (FINE) CRACKS IN STUCCO BUT NONE STRUCTURAL. NO SPALLING VISIBLE AT THE TIME OF INSPECTION. NO SIGNS OF SETTLEMENT. d. Cracks — note location in significant members. Identify crack size as HAIRLINE if barely discernible; FINE if less than 1 mm in width; MEDIUM if between 1 and 2 mm width; WIDE if over 2 mm. 1 O O **00d,t - — - - coca** d o o 0 d 0 0 0 o a o 0e 0 0ee000L.._ - - 000OtlO O 060000 0 a a O Goosed 000000-..-- -- --- ---- - -- -- - - -- - -- --_ - _ - - 0 a Good 0e00 to 0 0 0 00000 0000 6000 0 0 - -- 00000 a 00 000e00 0 0 0 0 0 000600 00 0 00 00 0 0 0 Geese* 0 0 0 0 000000 0 00 0 0 0- O O - - - 0 o do a e o 000060 0 0 0 0 a - o 0 name -so - O 00 _ . NO SIGNIFICANT CRACKS. BUILDING IN VERY GOOD CONDITION. e. General extent of deterioration — cracking or spalling of concrete or masonry, oxidation of metals; rot or borer attack in wood. O 0 0 0 0 0 0 O O O O O O O ALL CONCRETE IS IN GOOD CONDITION ° °° ° ° ° ° A O O O A 0 0 0 0 0 0 O 0 0 0 0 O 090000 O O 0000 0000 O f. Previous patching or repairs ° O O O O° ° 00000 OOO° O O° O NONE VISIBLE WELL MAINTAINED. :0° O O ° ° ° o O 000 00 ° ° ° ° 00000 0 0 0 0 0 0 O O ° ° ° O O O O 0 0 0 0 0 O O O 00 O g. Nature of present loading indicate residential, commercial, other estimate magnitude. TYPICAL CONCRETE POST A14 ° ° TIE BEAM CONSTRUCTION, TYPICAL THROUGHOUT. COMMERCIAL LOADING. BUILDING IS IN GOOD CONOfi1OM 3. INSPECTIONS a. Date of notice of required inspection b. Date(s) of actual inspection 08/05/2021 c. Name and qualifications of individual submitting report: MARK COLTRAIN ARCHITECT AR 13380 d. Description of laboratory or other formal testing, if required, rather than manual or visual procedures NONE WAS REQUIRED BUILDING IS WELL MAINTAINED e. Structural repair -note appropriate line: NO STRUCTURAL REPAIRS REQUIRED 1. None required NONE 2. Required (describe and indicate acceptance) NONE REQUIRED. THIS BUILDING IS IN GOOD CONDITION 4. SUPPORTING DATA a. NONE REQUIRED sheet written data b. NONE REQUIRED photographs c. NONE REQUIRED drawings or sketches 0 0 - 000000 O O O 0 0 0 0 00 0- 000000 - -000000 000000 0 0 O O 0 000000 000.000.- 0 0 0000 0000 00000 0000 0000 -- '-' - - 0 00e00 0 e0 040e090 0 0 0 0 0 0'0e000 00 0 00 ee o- 0 0 - - - e000*0 0 0 0 0 000000 0 00 0 0 0 0 0 0 o e0 0 0 0 000000, `o .-o .o ,: o 0 e: e 000.600, S. MASONRY BEARING WALL = Indicate good, fair, poor on appropriate lines: a. Concrete masonry units GOOD CONDITION, NO CRACKING. b. Clay tile or terra cotta units ROOF ONLY, GOOD CONDITION c. Reinforced concrete tie columns GOOD CONDITION 0 ° d. Reinforced concrete tie beams ALL BEAMS VISIBLE AT THE TIME OF INSPECTION NRE IN GOOD CONDITION so ° 0 0 0 e. Lintel GOOD CONDITION ° ° ° ° ° ° ° ° ° ° ° ° 000000 0 ° f. Other type bond beams NONE 60004 ®e000 ° ° °°°°° ° 0000 0000 ° ° ° ° g. Masonry finishes -exterior FACE STONE GOOD CONDITION d ° ° ° ° ° ° ° ° ° ° ° ° 00 00 0 00 0000al 1. Stucco GOOD ° °° ° ° ° °o° o ° ° ° ° ° 0 0 0 ° ° 2. Veneer OTHER THAN STUCCO THERE IS SOME DECORATIVE BRICK ° ° ° ° ° °°°° ° ° ° ° ° ° ° ° ° ° 3. Paint only RECENT PAINT ° 4. Other (describe) MASONRY BRICK IS IN GOOD CONDITION h. Masonry finishes - interior IN GOOD CONDITION 1. Vapor barrier NONE VISIBLE 2. Furring and plaster INTERIOR LOOKS TO BE STUCCO/PLASTER IN GOOD CONDITION 3. Paneling SOME WOOD FINISHES AT ALTAR IN GOOD CONDITION 4. Paint only RECENT PAINT 5. Other (describe) NONE i. Cracks 1. Location — note beams, columns, other NO VISIBLE CRACKS IN MASONRY/STONE 2. Description j. Spalling 1. Location — note beams, columns, other NONE VISIBLE 2. Description NONE VISIBLE k. Rebar corrosion -check appropriate line 1. None visible OK 2. Minor -patching will suffice NONE REQUIRED 3. Significant -but patching will suffice NONE O O - _ -- -. .. , -. 'i: -..'. �-tic ._ •. � _ - 000000 ---- :coho;.-,,,- 0 oa o .o ._. 0 000000- 000000 0 660606 0 0 0 009000 0000oa _ - - - - - - p, 0 ooeo 0006 00000 0000 ooeo 0 - 0 00000 0 00 - - - - 00e00e - - -- - - - - - - -- 0 0 0 0 000000 00 0 00 00 0 0 009990 0 0 O 0 060000 O 00 O 0 0 - O--O - - - - - -•- -I I_; 0i p 00 O 0 0 - _ - O; 0 O O 0 00 p 4. Significant -structural repairs required NONE REQUIRED I. Samples chipped out for examination in spall areas: 1. No NONE REQUIRED 2. Yes —describe color, texture, aggregate, general quality NONE REQUIRED ; , e e m e 00 0 0 0 0 000eoodI O 9 0 e 0 0 O O O 00000e 0000 0000 0 0 6. FLOOR AND ROOF SYSTEM 0000 0900 00600 000 00 0 000o 0 0 0 0 0 a. Roo oe 00 0 00 00000: 000000 0 be 1. Describe (flat, slope, type roofing, type roof deck, condition) TILE SLOPED ROOF IN GOODrOND "9IOtj. METvA P* e e JOISTS SUPPORT OVER CHAPEL. VERY GOOD CONDITION. LIMITED VISIBILITY, WHAT I S E IS4N GOCb WNDITION. eo . e e . e 0e0000 e 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of support: NO EQUIPMENT ON TILE ROOF. EQUIPMENT ON OFFICE FLAT ROOF SUPPORT IN GOOD CONDITION. 3. Note types of drains and scuppers and condition: CHAPEL PITCHED ROOF IN GOOD CONDITION. OFFICES FLAT ROOF. SCUPPERS NO VISIBLE SIGNS OF PROBLEMS. b. Floor system(s) 1. Describe (type of system framing, material, spans, condition) ALL FLOORS ARE CONCRETE AND NO VISIUAL SIGNS OF CRACKING OR SETTLING. c. Inspection — note exposed areas available for inspection, and where it was found necessary to open ceilings, etc. for inspection of typical framing members. ROOF METAL TRUSSES WERE VISIBLE AND IN GOOD CONDITION. NO ACCESSS TO FLOOR SLAB. 7. STEEL FRAMING SYSTEM a. Description: METAL TRUSSES OVER CHAPEL ARE IN GREAT CONDITION, NO SIGNS OF DEFLECTION. VISIBLE THROUGH INSPECTION PORT. -- oa0eaa - a e 0 a 0 0 0 0 00 p 040000 400000 0-ee.aReO-- 0 0 a s 009000 0 0 a 0 a a a a oeeo 0000 o a 0 0 - eG000 0e60 oeeo o a 00000 o *o- 0 0 a a 0 *Goose 00 0 GO 00 0 0 00eeee eoGoe•e a oeo'sao - 0 0 * s 0 so Goose* O b. Exposed Steel- describe condition of paint and degree of corrosion EXPOSED STEEL METAL TRUSSES ARE IN GOOD CONDITION. c. Concrete or other fireproofing — note any cracking or spalling and note where any covering was removed for inspection 0 O CONCRETE IN GOOD CONDITION, NO VISIBLE FIREPROOFING. 0 0 a ° ° ° ° 0 ° 00 O O O 0 o O 000000 ° 0 00000 000000 O O 00000 0000 0000 0 O O O 0 0000 O O O O 00000 O d. Elevator sheave beams and connections, and machine floor beams — note condition: ° ° o ° ° o o ° O ° O 00000 00 00 O 00 O O O O O NO ELEVATOR °°°°°° O O° O O O O O O O O O O O O O O O O 00 0 O O 0 0 0 0 0 0 00 O O O A 8. CONCRETE FRAMING SYSTEM a. Full description of structural system CONCRETE TIE COLUMNS AND TIE BEAMS IN CHAPEL WITH METAL TRUSSES. OFFICES IN GOOD CONDITION. b. Cracking 1. Not significant GOOD 2. Location and description of members affected and type cracking NONE c. General condition THIS BUILDING IS IN GOOD CONDITION. LOOKS TO BE WELL MAINTAINED OVER THE YEARS d. Rebar corrosion — check appropriate line 1. None visible OK 2. Location and description of members affected and type cracking NONE 3. Significant but patching will suffice NONE REQUIRED 4. Significant —structural repairs required (describe) NONE REQUIRED e. Samples chipped out in spall areas: 1. No NO SAMPLES REQUIRED 2. Yes, describe color, texture, aggregate, general quality: GOOD 9. WINDOWS a. Type (Wood, steel, aluminum, jalousie, single hung, double hung, casement, awning, pivoted, fixed, other) STEEL WINDOWS FIXED IN CHAPEL ARE IN GOOD CONDITION. OFFICES AWNING WINDOWS, FAIR CONDITIONN. b. Anchorage- type and condition of fasteners and latches GOOD ° O A p A A p A C. Sealant —type of condition of perimeter sealant and at mullions: CAULKING IS OK. RECE%p! FAINTED o A O O O A p ° ° ° o d 0 0 0 0 0 0 O d. Interiors seals —type and condition at operable vents CAULKING OKAY ° ° ° ; A ° O 0 0000 ° 0000 0000 0 e. General condition: WELL MAINTAINED, GOOD CONDITION ° ° 0000 0000 oseei 000000 00 0 O A o 0 0 00 00 A 00 00000 00e60 O a 0 0 0 0 O O 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O 10. WOOD FRAMING 0 ° ° 000000 a. Type — fully describe if mill construction, light construction, major spans, trusses: FRAMING PARTITION ARE LIMITED TO STAIRS AND MEZZANINE AREAS. b. Note metal fitting i.e., angles, plates, bolts, split pintles, other, and note condition: NO VISUAL SIGNS OF WOOD FRAMING. C. Joints — note if well fitted and still closed: OK d. Drainage — note accumulations of moisture TWO CHAPEL WINDOWS SHOW MOISTURE IN WINDOW SILL. REQUIRES MINOR REPAIR. e. Ventilation —note any concealed spaces not ventilated: NONE VISIBLE. f. Note any concealed spaces opened for inspection: ACCESS PORT AT CEILING TRUSSES. ' - � I - `'. r • � _ .' -. 1. .t-'� - �. .. � - - _ • � .00a000 -'os o - oas�►e_o __ - 000000 oeR.n_00- 0 0 0006 0600 *0666 0000 6000 O O O O O 0;00000 a0 O 00 60 - - — - -- - - - 0 o aoosee 0 0 0 0 0060oe o Oe o e 0 0 a 0----- o - -oo-. o- 0- a -- -- e'ee00a a 0 0 O, O 0 0 O OO 600606 � ,�,i !rf., / 1` �.. - '- tom• ij. •�' ` �:t �� _ .. ...� � .,. , .1+ .., Enrique L Femandez P.E. FL REG. # 21218 CA # 31840 August, 24 2021 12001 SW 128TH CT Suite 207 Miami, Florida. 33186 Phone (305431-2065) CITY OF MIAMI SHORES Building and Zoning Department ; •, Electrical Letter of Compliance for the 50-year Recertification • „ ; , , .. Reference: Miami Shores Presbyterian Church ,,,, ,,,, 602 NE 97th Street •,,,,' '••,•' Miami Shores, FI. 33138 ...... .. Folio Number: 11.3206-017-1700 ; Dear Building Official: . '.. In accordance with Section 8-11(f) of the Code of City of Miami Shores, I have performed an inspection of the building located at 602 NE 97TH STREET, MIAMI SHORES, FL 33138 and determined the building is electrically safe for its use and present occupancy. The findings of my inspection are summarized in this report that follows the Minimum Inspection Procedural Guidelines for Building Recertification. This report does not preclude the building from subsequent inspections as deemed necessary by the Building Official. To avoid possible misunderstanding, nothing in this report would be construed directly or indirectly as a guarantee for any portion of the structure. To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions, the extent reasonably possible \\111I I111/j Should you have any questions concerning this report please GO �rgtSP�. Fernandez at \� ......... 305-431-2065. J� vG�r\SE 18 Sincerely, _ p rygti : Wj Enrique L. Fernandez = : �o : W 0' = _ y; Z— Professional Engineer C41�� FL. REG. # 21218 CA # 31840 q _ �1j1111111\\\\ and Seal of Engineer 0 CERTIFICATION OF COMPLIANCE WITH PARKING LOT ILLUMINATION STANDARDS IN CHAPTER 8C-3 OF THE CODE OF MIAMI-DADE COUNTY DATE: 08/24/2021 Case No. FYear 1965 " "•• Property 602NE9Tl'HS'fRLE7',MIAMISHORES, FL33138, Bldg. No.: _, Sq. Ft.: ,,,,•, ,••••• •�••�� Address: Folio 11-3206-017- 1700 Number. — — — — ��• Building ONE STORY WITH ADJACENT OFFICES • • Description: .. .. ...... . . .. ...... 1. I am a Florida registered professional engineer or architect with an active license. ' • ;% 2. On 08123 20 21, at 9A0 AM/PM, I measured the level of illumination in the parking lot(s) serving the above referenced building. 3. Maximum 0 foot candle Minimum 0 foot candle Maximum to Minimum Ratio 0 0 foot candle \\� N X I I I I I l l j I� 4• TgdIl ... if* provided in the parking lot ❑ meets ® does not meet the minimum `�agrJakd ' g� 8e y classification of the building as established in Section 8C-3 of the Code ade CounT. W= = Z' OF FOR •'• �C/� �Q ......... • �� Enrique L. Fernandez i a re aifd er rpfLsional Print Name ngineer or Architect 0 0 000000 000000 0 0 0 0 0 0 O 0 0 0 0 00 0 000000 000000 0 000000 0 =- 0 0 0 000000 000000 0 0 0000 0000 ' 0 0 O 0 00000 0000 0000 0 0 00000 O 00 000000 .. , 0 0 0 000000 00 0 00 00 - - •• -. O 0 0 000000 0 0 0 0 000000 0 00 O 0 0 0 0 0 0 00 0 0 0 000000 0 0 0 O 0 0 O 0 00 - �. --- 060000 0 ,"- INSPECTION COMMENCED INSPECTION MADE BY: ENRIQUE L. FERNANDEZ ; • • .:. Date:08/23/2021 SIGNATURE: ...... . ...... INSPECTION COMPLETED PRINT NAME: ENRIQUE L. FERNANDEZ •..:.. Date: 08/24/2021 TITLE: FLORIDA P.E.# 21218 • •.. . . ..:.. ADDRESS: 12001 SW 128TH CT. SUITE 2 j..•:..: • MIAMI, FL. 33186 ...... DESCRIPTION OF STRUCTURE :••••: a. Name on Title: CHAPEL 50 YEAR CERTIFICATION Street Address: 602 N. E. 97TH STREET, MIAMI SHORES, FL 33138 . Legal Description: 6 53 42 MIAMI SHORES SEC 4 AMD PB 15.14 LOTS 11 THRU 18 BLK 100 LOT SIZE 435.030 X 130 d. Owner's Name: MIAMI SHORES PRESBYTERIAN CHURCH le. Owner's Mailing Address: 602 NE 97 ST MIAMI, FL 33138-2741 . Folio Number of Property on which Building is Located: 11-3206-017-1700 g. Building Code Occupancy Classification: GROUP A, CHAPEL (ASSEMBLY) h. Present Use: WORKSHIP I. Description, Type of Construction, Size, Number of Stories, and Special Features: ONE STORY WITH ADJACENT OFFICES, TOILET AROUND AN OPEN COURTYARD, CONCRETE BLOCK WITH TIE COLUMNS AND TIE BEAMS CONSTRUCTION, WITH METAL TRUSSES IN CHAPEL ROOF IN CHAPEL TILE AND ROOF IN OFFICES FLAT. Additional Comments: �,. ,....... 9tin ` mod:. `� '•. � ' Z' o. C. I T. I1111 0 0 .. f. Ob0000 - O e•- -a- - - 0 0 o e o a a e --00 O bOeb00 Oe OOOQ O Oo0e00 O O Q O O000e0 �. ' 0 0 0000 oeeo 0 a --° o 00060 OOOO 006e 0 0 00000 0 00 0ee000 •- 000600 0o . o 0 0 0 oeoeee 600680 0 be o 0 a 0 a 0 o e0 e o 0 008000 0 0 0- 0 0 o e 0 no oeoeee 0 MINIMUM GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL SYSTEMS OF FORTY (40) YEAR STRUCTURES 1. ELECTRIC SERVICE 1. Size: Amperage (200 ) Fuses ( X ) Breakers ( ) 2. Phase: Three Phase ( X ) Single Phase ( ) 3. Condition: Good ( X ) Fair ( ) Needs Repair ( ) Comments: • • •' • • ' ' . .... .... ... 2. METER AND ELECTRIC ROOM ' • • ; • ' 1. Clearances: Good ( X ) Fair ( ) Requires Correction ( ) Comments: 3.GUTTERS Location: Good ( X ) Requires Repair ( ) Taps and Fill: Good ( X ) Requires Repair ( ) Comments: .21218 ATE OFC'e" Z '///0NA L I EN\'�`� 4. ELECTRICAL PANELS Location: INSIDE 11. Panel #( ) Panel #( 2 ) 3 Panel-#( ) Panel #( ) S. Panel #( ) i Comments: Good ( X ) Needs Repair ( ) Good ( X ) Needs Repair ( ) ...... . ... .. Good (�( ) Needs Repair .... .... ..... .. .. . .. .. .. Good ( ) Needs Repair ( ) : • . . Good ( ) Needs Repair ( ) Good ( ) Needs Repair ( ) 5. BRANCH CIRCUITS: 1. Identified: ( X 2. Conductors: Comments: Must be identified Deteriorated Must be replaced ( ) ��VkAtIII IIIl1 \�. , L. FF j /// No.-21218 :O ��,n'•, FATE OF L 6. GROUNDING SERVICE: Good ( X ) Repairs Required ( ) Comments: 7. GROUNDING OF EQUIPMENT: Good Comments: 8. SERVICE CONDUITS/RACEWAYS: Good Comments: (X > •••••• •••••• • •••••• .... .... . ... Repairs Required •••••• ( '••j •••••• ( X ) Repairs Required ( ) 9. SERVICE CONDUCTOR AND CABLES: Good (X ) Comments: Repairs Required ( ) It Wb _ - - STATE O� AJ�" 0 0 000000 000000 0 0 0 0 0 0 0 0 0 0 0 00 0 000000 000000 0 000000 0 0 0 0 000000 000000 0 0 0000 0000 0 0 0 0 00000 0000 0090 0 0 00000 0 00 000000 0 0 0 0 0 000000 00 0 00 00 0 0 0 000000 0 0 0 0 000000 0 00 0 0 0 0 0 0 0 00 0 0 0- 000000 0 0 0 0 0 0 0 0 00 000000 0 10. TYPES OF WIRING METHODS: Conduit Raceways: Good Conduit PVC: Good NM Cable: Good BX Cable: Good 11. FEEDER CONDUCTORS: Good Comments: 12. EMERGENCY LIGHTING: Good Comments: 13. BUILDING EGRESS ILLUMINATION: Good Comments: (X ) Repairs Required ( ) ( ) Repairs Required ( ) ( ) Repairs Required ( ) ( ) Repairs Required ( ) ...... . ...... (X ) Repairs Required .... .... ..... ...... .. . ..... . . .. . ... .. (X ) Repairs Required ( ) ( X ) Repairs Required ( ) 0 J ... •'•�\GENSF *,* No.21218 :�\ \STATE OF FLOR\OP•'• �� 0 0 000000 0oa00a 0 0 0 0 0 0 0 0 0 0 0 00 0 006000 000000 0 000600 0 0 0 0 000000 000a00 0 0 0000 0000 00oe0 0000 0000 0 0 00000 0 00 s o0000 0 0 0 0 0 000000 00 0 00 00 0 0 0 oeooee 0 0 0 0 ooe0oo 0 00 0 0 0 0 0 0 0 00 0 0 0 000a00 0 0 0 0 0 0 0 0 00 000000 0 14. FIRE ALARM SYSTEM: 15. SMOKE DETECTORS: Good 1Commants: 1 16. EXIT LIGHTS: (X ) ...... . ...... ...... .... ... ..... ...... .. . ..:.. Repairs Required •• •• ( •') """ Good ( X ) Repairs Required ( ) Comments: 17. EMERGENCY GENERATOR: Good Comments: N/A Repairs Required ' STg7EbF y`rb / FLORMt"' SS/ONAL '10iil1110 � 0 0 000000 000000 0 0 0 0 a O o 0 e 0 e 00 a 068660 000000 0 000000 0 0 0 0 000600 000000 0 a 0000 0060 " 0 0 0 0 00060 0060 0000 0 0 00000 O 00 000000 O O O O O 000000 00 O i 00 00 - •• _ - - - O 0 0 060060 0 0 0 0 000000 0 00 0 4 0 0 0 0 0 00 0 0 0 000060 0 0 0 0 o 0 o 0 00 oe0eoo 0 18. WIRING IN OPEN OR UNDER COVER PARKING GARAGE AREAS: Require Additional Good ( X ) Repairs Required ( ) Comments: 19. OPEN OR UNDERCOVER PARKING GARAGE AREAS AND EGRESS ILLUMINATION: .... .... . . .... .... ..... Require Additional ...... .. ..:.. Good ( ) Repairs Required ...... ( x Comments: PARKING ILLUMINATION REQUIRED �••• 20. SWIMMING POOL WIRING: Good Comments: N/A 21. WIRING TO MECHANICAL EQUIPMENT: Good ( X ) Comments: Repairs Required Repairs Required _- \\\111111111// ��''''G�.IJSE �'• ( S e 1-4 FLOR��P'rr SSIONX� \\ ���I11111 O 0 e eee000 oo0eso 0 0 0 a 0 0 0 0 0 0 0 00 0 006600 emoese 0 eeeeee 0 0 o e eeeeoe ___ 000000 -. o e 0 e 00eee 0006 eeee 0 0 00000 o so 000000 - 0 0 0 0 0 eeeee0 00 o 00 0e 0 o e eesmeo 0 0 0 0 0000e0 o eo 0 0 0 0 0 0 0 oe 0 0 0 000000 0 0 0 0 0 0 0 0 oe 806000 0 1 22. ADDITIONAL COMMENTS: ;,�•�� NEW PARKING ILLUMINATION REQUIRED A SEPARATE PERMIT REQUIREb* • .. ..... SD:m:vc:mb:jsjg:rtc1:10/1212015:40yrtrackingsystem ��Q .•' k�GENSF '• 9/L ' No.21218 _ 41, * _ % • ' STATE OF� �� 0 000000 ° 0 00 0 ° ° 900000 0 ° ° O 00 0 ° ° ° ° 0 0 00 O 0000.00 0 0 0 0 0 0 0 °po*op ° 0 00 0 00 000000 0o0 0 0 ° °.. 00000 Aoeoo AA ° 0 0 0000 0 000°0 0000 ° 000000 0000 000000 0 O 000000 006000 08000° 0 0 00 O 0 ° 0 0 0 0 ° 000000 0 0 °0°°00 0 0 DATE: o ° 0 0 0 0 0 0 0 0 ° o 0 0 CERTIFICATION OF COMPLIANCE WITH PARKING LOT G11�4RDRA�Se 0 REQUIREMENTS 000000 ° IN CHAPTER 8C OF THE CODE OF MIAMI-DADE CQWNTY 0000 0000 ° ° so°° 09/09/2021 Re: Case No. FYear 1968 Property Address: 602 NE 96 ST , Bldg. No.: , Sq. Ft.: Building Description: ONE STORY CBS BUILDING SANCTUARY 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 00 oe ° o0 o°0000 ° ° O 0 ° ° 00 0 0 0 ° o ° ° o0 ° o ° 00 0 0 0 0 00000 ° 000°00 ° 0 0 0 0 0 0 0 o ° °°eo0o O 0 0°000 0 0 00000 000000 ° 0 0 0 0 0 0 0 0 0 0 000000 0 0 I am a Florida registered professional architect with an active license. On SEPTEM13ER 8 , 20 21, 1 inspected the parking lots servicing the above referenced building for compliance with Section 8C-6 and determined the following (check only one): W The parking lot(s) is not adjacent to or abutting a canal, lake or other body of water. The parking lot(s) is adjacent to or abutting a canal, lake or other body of water and parked vehicles are protected by a guardrail that complies with Section 8C-6 of the Miami - Dade County Code. The parking lot(s) is adjacent to or abutting a canal, lake or other body of water and parked vehicles are 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 guardrail and obtain all required inspection approvals to avoid enforcement action. f �'O.R I DA !{., C' -TRAIN ' GO�- •Y 'W . �, .•fit IST�� and Seal itect (Print Name) 0 • _ o0°OYO O 00 o ° ° 0 000000 O ° ° 0 0o 0 0 ° 0 0 ° ° 0 000000 O 0 00 0 O O 0 000000 O 0 0 0 00 000000 00 00 0 0 0 0 ° 00090 000000 00 ° 0 0 Q0o0 00000 0000 0 ° _ - 0 0000 0 0 00000° - 0 0 0 000000 0 °00000 906699. °Do 0 0 0 0 0 00000° 0 0 °00000 O O i Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Notice of Required 50 year E m m -21 Date: July 19, 2021 M To: MIAMI SHORES PRESBYTERIAN CHURCH o c 602 NE 97 ST Miami Shores, FL 33138-2471 v n n Re: 602 NE 97 ST Miami Shores, FL 33138-2471 Dear Owner: C n C r U.S. Postal Service"" CERTIFIED MAIL' RECEIPT Domestic Mail Only For deliver'ur welosite at www.usps.com'- I� rn Cer■■ed Mell Fee $ ervlcaa8 aes (wrecwax mareemepPmn�ee) o ❑Pewm aeomat (IUNcoP11 Postmark o ❑Rmumnecelpt(Necrmnlcl i Here 0 onntelesmwt aeMomEpeliv s o oMua Slgrmtumnetu = _ ....... _�._ e....ww r>wmen ■ According to the information provided by the 1\ o S Appraisers office the above referenced properti is forty (40) years old or older. In accordance w,� Section 8-11, the subject property must be insp r 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 000eoo a a 0 ad6Y0e 0 0 eooeoa 0 0 vOaeO o a 000vo •••s•o • • s • o • onoee� • s • eseeoe s 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 ques wns; please call "•••• my office at 305-795-2204. ""•• ....•• ' .... .. Sincerely, ...... • ... ... •% Ismael Naranjo, BO •• Building Director ;••••• ' Email: bo@msvfl.gov Sent via USPS regular and certified mail # 7020-2450-0000-4634-2803 7020-2450-0000-4634-3 978 Vivienne Yao To: DKINCHEN@MSPC.NET Subject: CC-07-21-1869 Dear Applicant, Your Review is Complete! The reviewer has items that need to be addressed. Click here to view comments on the CSS Portal: 1. Click on the magnifying glass 2. Type in permit number. 3. Click on permit number (in yellow). 4. Click on Reviews 5. Click on the most recent Review Type. 6. Click on details to view comments for each reviewer. Our office is open to pick up plans or submit correction. We are open Monday- Friday 8:30 am — 4pm Keep in mind your 60 Year Recertification is due in 2025 Best Regards, Bo Yao Permit Clerk Click Link below for CSS Portal https://bldg.msvfl.gov/energov__prod/selfservice#/home Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS MESS 6n2 NE 97th Street (601 NE 96 Street) 11��TUTT ,NOV 02 2021 FBC 20 R Master Permit No.Cc - o�- 21- i " (09 Sub Permit ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADo 33138 City; Miami Shores Count : Miami Dade Zi Folio/Parcel#: 11-3206-017-1700 Is the Building Historically Designated: Yes_ NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Miami Shores Presbyterian Church 602 NE 96th Street HUUI CJJ. , i;, Miami Shores Tenant/Lessee Name: Email: dkinchen@mspc.net CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: _ State: FL of Competency #: 305-754-9541 33138 _Zip: Value of Workfor this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: S6 Specify color of color thru Submittal Fee Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ _ (Revised02/24/2014) r - � . _'. - •.. �? l . � is f .. ..i � . - - .. •. 33Vpia si3 vsrp, ' +'•<. �, Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Notice of Required 50 year Building Recertification Date: July 19, 2021 To: MIAMI SHORES PRESBYTERIAN CHURCH , 601 NE 96 ST ••���� Miami FL 33138-2741 "'•% •• .... :....: Re: 602 NE 97 ST •„• ....% Miami Shores, FL 33138-2471 .... Dear Owner: According to the information provided by the Miami Dade County Property Appraisers office the above referenced property has a building or structure that is forty (40) years old or older. In accordance with Miami -Dade County Chapter 8 Section 8-11, the subject property must be inspected and re -certified by a Florida license architect or engineer. Sec. 8-11. - Existing buildings. a) The requirements contained in the Florida Building Code, covering the maintenance of buildings, shall apply to all buildings and/or structures now existing or hereafter erected. All buildings and/or structures and all parts thereof 000000 0 0 0 000000 0 0 000000 0 0 00000 0 0 00000 000000 0 0 0 060600 0 0 000000 0 0 0 0 000000 0 0 0 o 0 0 0 0 ° 00 000000 0 006900 0 0 000000 0000 0000 0 0 ° ° 0000 0°00 0 O0 000000 0 0 0 0 0 00 0 00 00 0 000°oo 0 0 0 ° °° 0 0 ° ° ° 00 0 o 0 0 0 0 0 0 0 00 000000 0 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, ...... .. C:t,) -71, ' Ismael Naranjo, BO •„• . Building Director' Email: bo@msvfl.gov Sent via USPS regular and certified mail # 7020-2450-0000-4634-2803 7020-2450-0000-4634-3978 �SHOa� E 7n �ORIDp PERMIT ADDRESS: 602 NE 97TH ST Miami Shores, FL 33138 PARCEL: 1132 06017170 0 APPLICATION DATE: 07/1912021 SQUARE FEET: 0.00 DESCRIPTION: 50 YEAR EXPIRATION DATE: 01/15/2022 VALUATION: $0.00 CONTACTS NAME COMPANY ADDRESS Contractor HOME OWNER HOME OWNER Owner CHURCH MIAMI SHORES PRESBYTERIAN 602 NE 96 ST CHURCH MIAMI, FL 33138 Structural, Electrical, Building REVIEW ITEM STATUS REVIEWER 1. Building Approved Ismael Naranjo email: bo@msvfl.gov v.1 - No Correction 2. Electrical Requires Michael DeVaney email: Nu1125@msvfl.gov Re -submit v.1 - Not Resolved Correction: General Comments: PARKING LOT ILLUMINATION NEED"S TO BE BROUGHT UP TO MIAMI-DADE COUNTY MINIMUM STANDARD IN CHAPTER 8C-3. Corrective Action: Type Comments here 3. Structural Approved Orlando Blanco email: bz3@msvfl.gov v.1 - No Correction February 07, 2022 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 ECEIVE Uulatory and Economic Resources FEB 2 6 2025 11805 SW 26th Street Miami, Florida 33175-2474 BY: 786-315-200C PTER 8C-3 O' Date: 02/07/2025 Case No. CC-05-24-1259 FYear Prop ertyAddresS: 602 Northeast 96th Street Miami Shores, Florida 33138 Bldg. No.: 602 Folio Number: 11-3206-017-1700 Building Description: CHURCH PARKING LOT miamidade.gov/building ILLUMINA Sq. Ft.: 56,553 Sq.Ft 1. 1 am a Florida registered professional ©■ engineer 1:1 architectwith an active license. 2. On, 20 25/02/07 at 9 M AM [j]PM, I measured the level of illumination in the parking lot(s)serving the above referenced building. 3. Maximum 1.15 foot candle Minimum 1.09 footcandle Maximum to Minimum Ratio 1.09 : 1.00 foot candle 4. The level of illumination provided in the parking lot meets F does not meet the minimum standards forthe occupancy classification of the building as established in Section 8C-3 of Miami -Dade County Code. Dario A Herrero ozia zon.o� 30Deft si -asw' WiatllWOMPI of Professional R O * ; U No. 67796 C(1. STATE OF i-t�` •;c� OFt1QP''�j2�N. ,/DNA it I ;; ; Dario A Herrero PE Print Name Engineer or Architect