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RCRT-18-1785Miami 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 4 BUILDING ❑ ELECTRIC ❑ ROOFING OCT 01 �g lT_1<IV I�FBC 20 Q Master Permit No. t� )CR_T Is - l C s Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i Q in -3 0 t4� -'5 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 'L i 0 `is � � � � � � is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: _ Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): W'V_ 6-1*0 ktaC 4,— A V 1_ A47rG Z Phone#: Sn Address: L52 i City: l� ��L �V,2 a4sc State: "CL... Zip: !2 i Tenant/Lessee Name: "(. �r�-L7_4�:,t,Z c� r4 vr-lt Y> Phone#: '2.zrt y - Email: '/t 9t t-1 Q L G CONTRACTOR: Company Name: Address: City: Qualifier Name: Phone#: Phone#: Zip: State Certification or Registration #: Certificate of Competency #: 4 DESIGNER: Architect/Engineer: 0 G lam_ _Phone#: "moo 5 - _gy I Address: -T ;72 d,4 City: 1 4� 1 State: rL, Zip: 1 - Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:. 4 © jrL2_ i f---->Q.;5 of—y G {2t-t _ Specify color of color thru tile: Submittal Fee $ Scanning Fee $ . Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ - Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the most Reverend Thomas Wenski, as Archbishop of the Archdiocese of Miami, his successors in office, a corporation sole, has made, constituted and appointed, and by these presents does hereby make, constitute and appoint Sister Elizabeth A. Worley, C.O.O., his true and lawful attorney for him and in his name, place, and stead. Giving and granting unto Sister Elizabeth A. Worley, C.O.O., his said attorney full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the Premises as fully, to all intents and purposes, as he might or could do if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that Sister Elizabeth A. Worley, C.O.O., his said attorney or his substitute shall lawfully do or cause to be done by virtue hereof. In Witness Whereof, I have hereunto set my hand and sea] this 20 day of February, A.D., 2015. Signed, sealed and delivered in the presence of: Witnes Witness ignature qol^ Printed Name "I.--r- Witn��ess Signature // // Printed Name STATE OF FLORIDA SS: COUNTY OF DADE —, 1-.___ J c— , 4 : The Most Reverend Thomas Wenski As Archbishop of the Archdiocese of Miami his successors in office, a corporation sole I hereby certify that on this day, before me, an officer duly authorized to administer oaths and take acknowledgements, personally appeared The Most Reverend Thomas Wenski, as Archbishop of the Archdiocese of Miami, his successors in office, a corporation sole, known to me to be the person described in and who executed the forgoing instrument, who acknowledged before me that he executed the forgoing 7iment, who acknowledged before me that he executed the same, and an oath was not taken,Said person is personally known to me- Said person provided the following type of identification: Witness my hand and official seal in the County and State last aforesaid this 20 day of February, A.D., 2015. My Commission Expires: NMryPLOICStMofFwWa AAayra NwIms Ro"all My Commission FF 190149 * Esplm =10*016 • - ■i • ••aaa• ■•• ■•r■.• • •••• ■■• Oo w ■■■■■• ■ 0,60o •&mot ■s■■ • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice of Rewired Building Recertiliicatian Date: 6/29/2018 To: EDW A MCCARTHY-ARCHBISHOP 9401 BISC BLVD MIAMI, FL 33138-2970 Re: Mandatory 50 year Re -Certification 10690 NE 5 AVE Miami Shores, FL 33138-2000 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 oid or 91&m In accordance with Miami -Dade County Chapter 8 Section 8-11, the subject property must be inspected and re -certified by a Florida license architect or engineer. A building re -certification report signed and sealed by the Florida license engineer and or Architect along with the required fees shall be submitted to this office within sixty (60) days of receiving this notice. If you would like a copy of Minimum Inspection Procedural Guidelines for Structural and Electrical Recertification, or if you have any questions, please call my office at 305-795-2204. Sincerely, v it Ismael Naranjo, BO Building Director. Email: bo msvfl.gbv Certified Mail # VILLA & ASSOCIATES, INC . ARCHITECTURE - PLANNING - INTERIOR DESIGN 9/3/18 Miami Shores Village Building Department 10060 2nd AVE Miami Shore F1 33175. Re: 50 Year Building Structural Recertification of building located at Address: 10690 NE 5th AVE Miami Shores FL.33138 St. Rose Of Lima Convent Building Folio 11-2231-043-0010 To Whom It May Concern: I have examined the above referenced property in accordance with the "A4;nimum Inspection Procedural Guidelines for Building Structural 60 Year Recertification" and I found the building to be structurally safe for its use and present occupancy. Please see enclosed copy of report (signed and sealed by myself). Electrical 60 Year Recertification see report prepared by Electrical Engineer. In order to avoid any possible misunderstanding, nothing in this letter should be construed directly, or indirectly, as a guarantee of the safety of any portion of this building. If you have any questions, please feel free to contact me (305) 661-8181. Sincerely, Jorge L. Villavicencio, Architect State of Florida License #AR0012110 7344 SW 48th STREET / MIAba, FLORIDA 33155 (PHONE) 305-661 8181 / (FAX) 305-661-8710 / (E-MAIL) villarchitecture@att.net MIAMI SHORES VILLAGE BUILDING DEPARTMENT MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING'S STRUCTURAL FORTY (40) YEAR RECERTIFICATION INSPECTION COMMENCE Date: 6 / 29 / 18 INSPECTION COMPLETED Date: 9 / 3 /18 MUST BE SIGNED AND SEALED BY ENGINEER OR ARCHITECT 1. DESCRIPTION OF STRUCTURE a. Name of Title: ST. ROSA OF LIMA CONVENT b. Street Address: 10690 NE 5 AVE MIAMI SHORES FL. c. Legal Description: MIAMNI SHORES SEC 5 PB 43-48 TR A d. Owner's Name: INSPECTION MA B d GE VILLAVICENCIO SIGNATURE: `-'�'r — %--.Q PRINT NAME: Jorge L. Villayicencio TITLE: Architect ADDRESS: 7344 5W 48 5T., Suite 201 Miami FL 33155 PHONE: (305) 661-8181 ARCHBISHOP THOMAS WENSKI ( ARCHDIOCESE OF MIAMI) e. Owner's Mailing Address: 9401 BISCAYNE BLVD. MIAMI SHORES FL. 33138 f. Building Official Folio Number: 11-2231-043-0010 g. Building Code Occupancy Classification: RELIGIOUS EXEMPT h. Present Use: CONVENT i. Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comment: 8,093 SF. MASONRY BUILDING 2 STORY. FIRST FLOOR IS A CONCRETE SLAB ON GRADE W/ REINFORCED MASONRY BLOCK WALLS / 2 ND FLOOR CONSITS OF WOOD JOIST FLOOR FRAMING / EXTERIOR WALL OF SECOND FLOOR ARE REINFORCED MASONY / ROOF IS A CONVENTIONALLY FRAMED WOOD TRUSS W/ PLYWOOD SHEATHING / INTERIOR CORRIDOR WALLS FOR FIRST FLOOR AND SECOND FLOOR ARE LOAD BEARING. Additions To Original Structure: BUILDING WAS BUILT IN 1960 MIAMI SHORES VILLAGE BUILDING DEPARTMENT MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING'S STRUCTURAL FORTY (40) YEAR RECERTIFICATION 2. PRESENT CONDITION OF STRUCTURE a. General alignment (not good, fair, poor, explain if significant) 1. Bulging GOOD 2. Settlement GOOD 3. Defections GOOD 4. Expansion GOOD 5. Contraction GOOD b. Portion showing distress (Note, beams, columns, structural walls, floors, roofs, other) NO DISTRESS SIGNALS VISIBLE @ BEARING STRUCTURE c. Surface conditions — describe general conditions of finishes, noting cracking, spalling, peeling, signs of moisture penetration & stains. NO MOISTURE PENETRATION, NO SPALLING OR PEELING EVIDENT d. Cracks — note location in significant members. Identify crack size as HAIRLINE if barely dissemble; FINE if less than 1 mm in width: MEDIUM if between 1 and 2 mm in width; WIDE if over 2 mm. MINOR HAIRLINE SURFACE CRACKS IN SPORADIC LOCATIONS e. General extent of deterioration — cracking or spalling of concrete or masonry; oxidation of metals; rot or borer attack in wood. NO DETERIORATION OF CONCRETE OR MASONRY UNITS VISIBLE f. Previous patching or repairs — IN GOOD CONDITION g. Nature of present loading indicate residential, commercial, other estimate magnitude. CONVENT 3. INSPECTIONS a. Date of notice of required inspection 6/29/18 b. Date(s) of actual inspection 9/3/18 c. Name and qualification of individual submitting inspection report: JORGE VILLAVICENCIO , ARCHITECT d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures NONE e. Structural repair note appropriate line: 1. None required NONE REQUIRED 2. Required (describe and indicate acceptance) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 4. SUPPORTING DATA a. sheet written data b. PHOTOGRAPHS photographs c. BUILDING LOCATION MAP drawings or sketches 5. MASONRY BEARING WALL = Indicate good, fair, poor on appropriate lines: a. Concrete masonry units GOOD b. Clay tile or terra cotta units NONE c. Reinforced concrete tile columns GOOD d. Reinforced concrete tile beams GOOD e. Lintel GOOD f. Other type bond beams GOOD g. Masonry finishes - exterior 1. Stucco GOOD 2. Veneer N/A 3. Paint only GOOD 4. Other (describe) h. Masonry finishes - interior 1. Vapor barrier GOOD 2. Painting and plaster GOOD 3. Paneling GOOD 4. Paint only GOOD 5. Brick veneer i. Cracks: 1. Location - note beams, columns, other SPORADIC STUCCO HAIRLINE CRACKS 2. Description MINOR j. Spalling: 1. Location - note beams, columns, other NONE VISIBLE AT TIME OF INSPECTION k. Rebar corrosion -check appropriate line: 1. None visible NONE VISIBLE AT TIME OF INSPECTION 2. Minor -patching will suffice 3. Significant -but patching will suffice 4. Significant -structural repairs required I. Samples chipped out for examination in spall areas: 1. No. NOT REQUIRED MIAMI SHORES VILLAGE BUILDING DEPARTMENT 2. Yes - describe color texture, aggregate, general quality 6. FLOOR AND ROOF SYSTEM a. Roof: 1. Describe (flat, slope, type roofing, type roof deck, condition. ONE STORY PORTION IS A FLAT ROOF W/ 2 X 10 JOIST PLYWOOD SHEATHING AND 2 PLY BUILT UP MEMBRANE / SLOPED ROOF CONSITS OF WOOD TRUSSES CONVENTIONALLY FRAMED W/ PLYWOOD SHEATHING W/ H.M FELTS AND BARREL TILE. 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of support: VENT STACKS LOCATED ON ROOF PROPERLY ANCHORED AND FLASHED. IN GOOD CONDITION 3.. Note types of drains and scupper and condition of cooling towers, air condition N/A b. Floor systems(s) 1. Describe (type of system framing, material, spans, condition) SLAB ON GRADE FIRST FLOOR / SECOND FLOOR WOOD JOIST FRAMING SHORT SPANS / IN GOOD CONDITION c. Inspection — note exposed areas available for inspection, and where it was found necessary to open ceilings, etc. for inspection of typical framing members. SPACES AVAILABLE FOR INSPECTION 7. STEEL FRAMING SYSTEM a. Description N/A b. Exposed Steel - describe condition of paint & degree of corrosion: N/A c. Concrete or other fireproofing — note any cracking or spalling, and note where any covering was removed for inspection N/A d.Elevator sheave beams & connections, and machine floor beams — note condition: 8. CONCRETE FRAMING SYSTEM a. Full description of structural system MASONRY WALLS WITH CONCRETE FOUNDATION, COLUMNS AND BEAMS b. Cracking 1. Not significant NOT SIGNIFICANT 2. Location and description of members affected and type cracking RANDON HAIR LINE CRACKS AT CONCRETE SLABS c. General condition J-Y/ GOOD MIAMI SHORES VILLAGE BUILDING DEPARTMENT d. Rebar corrosion - check appropriate line: 1. Non visible NONE APPARENT AT TIME OF INSPECTION 2. Location and description of members affected and type cracking 3. Significant but patching will suffice 4. Significant - structural repairs required (describe) e. Samples chipped out in spall areas: 1. No. NO 2. Yes, describe color, texture, aggregate. general quality: 9. WINDOWS a. Type (Wood, steel, aluminum, jalousie, single hung, double hung, casement, awn;r.c(j, pi-loted, fixed, other) ALUMINUM FRAME WIDOWS, GLASS DOORS, AND FIXED GLASS b. Anchorage — type & condition of fasteners and latches: SCREWED THRU NON STRUCTURAL PT WOOD NAILER INTO CONC. FRAME AROUND WINDOW AND DOORS IN GOOD CONDITION c. Sealant — type of condition of perimeter sealant & at mullions: CAULKING / IN GOOD CONDITION d. Interiors seals — type & condition at operable vents: TIGHT IN GOOD CONDITION e. General condition: GOOD 10. WOOD FRAMING a. Type — fully describe if mill construction, light construction, major spans, trusses N/A b. Note metal fitting i.e., angles, plates, bolts, split pintles, pintles, other, and note condition: N/A c. Joints — note if well fitted and still closed: N/A d. Drainage — note accumulations of moisture: NONE VISIBLE AT TIME OF INSPECTION e. Ventilation —note any concealed spaces not ventilated: WELL VENTILATED f. Note any concealed spaces opened for inspection N/A r`Qo a' MIAMI SHORES VILLAGE BUILDING DEPARTMENT NOTE: TWO STORY. CBS BUILDING BUILT IN 1960 USED AS A CONVENT. THIS BUILDING IS THE SUBJECT OF THIS 50 YEAR RECERTIFICATION INSPECTION AND IS FOUND TO BE GOOD CONDITION FOR CONTINUED CURRENT OCCUPANCY AND USE. CERTIFICATION OF COMPLIANCE WITH PARKING LOT GUARDRAILS REQUIREMENTS IN CHAPTER 8C OF THE CODE OF MIAMI SHORES VILLAGE Date: Sept 20 2018 RE: Required 40 Yr Inspection Property Address: 10690 NE 5t" Ave., Miami Shores Village Building Description: Convent The undersigned states the following: I am a Florida registered professional Engineer or Architect with an active licens'3. On Sept-3, 2018 , I inspected the Parking Lots servicing the above referenced building for compliance with Section 8C-8 and determined the following; [ X ] 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 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. --Signature-and Seale of Architect or Engineer (Print Name) .r ir f**A�4 Pik • tam moo J • . / . • soma • ■ .. ■ • ■ �� •• ■• ■ ■ i r 'k oJ i Guillermo Nunez, P.E. September 20, 2018 Miami Shores Building Department Attn.:Building Official Re:10690 NE 5 Ave. Miami Shores, FL 33138 Folio No.: 11-2231-043-0010 We would like to certify that the building of reference is electrically safe kcor :ts use and occupancy as per Miami- Dade County Code, Chapter 8, Section 8-11 (f)(iv)(1). ills o Nunez, P. Lic. No. 30782 7591 SW 150"' Street • Palmetto Bay, Florida 33158 • Phone (305) 345-4409 MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING ELECTRICAL RECERTIFICATION INSPECTION COMMENCED INSPECTION MADE Y: Date: 20-Aug-18 Signature: Print Name: INSPECTION COMPLETED Title: P.L. Date: 20-Aug-18 Address: 7591 SW 15011, Street Palmetto Bay, FL 33158 1. DESCRIPTION OF STRUCTURE: a. NAME OF TITLE: St. Rosa of Lima Convent b. STREET ADDRESS: 10690 NE 5 Ave.., Miami Shores, FL 33138 c. LEGAL DESCRIPTION: Miami Shores Sec 5 PB 43-48 TR A d. OWNER'S NAME: Archbishop Thomas Wenski ( Archidiocese of Miami) e. OWNER'S MAILING ADDRESS: 9401 Biscayne Blvd. Miami Shores, FL 33138 f. FOLIO NUMBER OF BUILDING: 11-2231-043-0010 g. BUILDING CODE OCCUPANCY CLASSIFICATION: h. PRESENT USE: Convent Religious Exempt I. GENERAL DESCRIPTION, TYPE OF CONSTRUCTION, SIZE, NUMBER OF STORIES, AND SPECIAL FEATURES. ALSO ADDITIONAL COMMENT. 8,093 SF masonry building 2 story GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL SYSTEMS OF FORTY (40) YEAR STRUCTURES 1. ELECTRIC SERVICE: 1. SIZE, AMPERAGE: ( 200 ] FUSES ( ) 2. PHAS1120/240 3PH ( ] 1PH (XX ) 3. CONDITION: GOOD( X ] FAIR ( ) 4. COMMENTS: 2. METER AND ELECTRIC_ ROOMS: 1. CLEARANCES: GOOD( X ) 2. COMMENTS: BREAKER(XX ) NEEDS REPAIR ( ) FAIR ( ) REQ'S CORRECTION ( ) 3. GUTTERS: 1. LOCATION: GOOD ( X ) NEEDS REPAIR ( ) At Service 2 GOOD ( ) NEEDS REPAIR ( y 3. COMMENTS: 4. ELECTRICAL PANELS: LOCATION 1.PANEL #EM Electric Closet GOOD( X ) NEEDS REPAIR ( ) 2.PANEL #A Electric Closet GOOD( X ) NEEDS REPAIR ( ) 3.PANEL # A/C Outside GOOD( X ) NEEDS REPAIR ( ) 4.PANEL # GOOD ( ) NEEDS REPAIR ( ) 5.PANEL # GOOD ( ) NEEDS REPAIR ( ) 6. COMMENTS: ELECTRICAL PAGE 2. 5. BRANCH CIRCUTIS: 1. IDENTIFIED: YES( X ) MUST BE IDENTIFIED ( ) 2. CONDUCTORS: GOOD( X ) DETERIORATED( ) MUST BE REPLACED( 3. COMMENTS: 6. GROUNDING OF SERVICE: GOOD ( X ) NEEDS REPAIR ( ) COMMENTS: 7. GROUNDING OF EQUIPMENT: GOOD( X ) NEEDS REPAIR ( ) COMMENTS: 8. CONDUi`f' RACEWAYS: CONDITION: GOOD ( X ) NEEDS REPAIR ( ) COMMENTS: 9. CONDUCTORS & CABLES: CONDITION: GOOD ( X ) NEEDS REPAIR ( ) COMMENTS: 10. TYPES OF WIRING METHOD&CONDMON; CONDUIT RACEWAYS: RIGID: GOOD ( X ) NEEDS REPAIR CONDUIT PVC: GOOD ( ) NEEDS REPAIR ( } NM CABLE: GOOD ( ) NEEDS REPAIR ( } BX CABLE: GOOD ( ) NEEDS REPAIR ELECTRICAL: PAGE 3. 11. CONDUCTORS: CONDITION: COMMENTS: GOOD ( X ) NEEDS REPAIR ( ) 12. EMERGENCY LIGHTING: COMMENTS: GOOD( X ) NEEDS REPAIR ( ) 13. BLDG. EGRESS ILLUMINATION: COMMENTS: GOOD( X ) NEEDS REPAIR ( ) 14. FIRE ALARM SYSTEM: COMMENTS: N/A GOOD ( ) NEEDS REPAIR ( ) 15. SMOKE DETECTORS: COMMENTS: GOOD( X ) NEEDS REPAIR ( ) 16. EXIT LIGHTS: COMMENTS: GOOD( X ) NEEDS REPAIR ( ) 17. EMERGENCY GENERATORS: COMMENTS: GOOD ( XX ) NEEDS REPAIR ( ) ELECTRICAL: PAGE 4. 18. WIRING IN OPEN OR UNDER COVER PARKING REQUIRE ADDITIONAL GARAGE AREAS: GOOD ( ) ILLUMINATION COMMENTS: N/A 19.OPEN OR UNDERCOVER PARKING GARAGE AREAS AND EGRESS ILLUMINATION COMMENTS: N/A GOOD ( ) REQUIRE ADDITIONAL ILLUMINATION 20. SWIlVIMING POOL WIRING: COMMENTS: N/A GOOD ( ) NEEDS REPAIR ( ) 21. WRUNG TO MECHANICAL EOUIPMENT: COMMENTS: GOOD ( X ) NEEDS REPAIR ( ) 22. GENERAL ADDITIONAL COMMENTS: gpi �� - _i 1 re ILI — • �PALMA / • Cr] _ toy 01 �r j i�i n sII . , 08§2092M m CD co ^1� D ■ ...... 11 { • r . *fee Vote: 6006*0 .■•. • • ■■..■• ■ • me 00 ■....• •.•.•. • to ■ • • .r ■