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RCRT-08-1309U. Postal ServiceTM. r CERTIFIED MAIL,. RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.como Postage Certified Fee Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) 3 PS Form 3800. August 2006 See Reverse for Instructions Postmark Here P ostarre Certified all Provides: • A mailing receipt El A unique identifier for your mallpiece m A record of delivery kept by the Postal Service for two years Important Reminders: Certified Mail may ONLY be combined with First -Class Mail® or Priority Mali®. 13 Certified Mall is not available for any class of international mail. ID NO INSURANCE COVERAGE IS PROVIDED with Certified Mall. For valuables, please consider Insured or Registered Mail. o For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Retum Receipt service, please complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the a dup etum USPS® p tmark on your Ce Mall receipt is required. r3 For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the maliplece with the endorsement "Restricted Delivery °. © If a postmark on the Certified Mali receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mali receipt is not needed, detach and affix label with postage and mail. W PORTAilT: Save this receipt and present It when making an inquiry. PS Form 3800. August 2008 (Reverse) PSN 7530-02-000-9047 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Permit No. PC P VO? -1 1 Master Permit No. Permit Type (circle): Building � R / oofing Owner's Name (Fee Simple Titleholder) I 1 l /� ! Phone # Owner's Address City Tenant/Lessee Name Phone # State Zip Job Address (where the work is being done) )'�O() t ti 2i ay& City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: *************** * * * * *********:x:x **:x****** F ees * *** ** ** ** * *** ******* ** ****** ***** * * *** **** Submittal Fee $ Permit Fee $ dC a CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 _ , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: *********************************** *****x:**** ** **** ***e***** **** ***a **** :**** **** ** ****** * ******* *********** APPLICATION APPROVED BY: (Revised 07/10/07) /I /►0F Plans Examiner Engineer Zoning IMMCMEVZI OCT 2 4 MB gji Edward F. Cannon, AIA 5005 Collins Ave., # 1224 Miami Beach, Florida 33140 B Y: October 8, 2008 Miami Shores Village Building Department Attention: Building Official 10050 °NE 2 Ave. Miami Shores, Florida 33138 Re: Permit Number: RCPT -7-08 -1309 Barry University, Msgr. William Barry Memorial Library Dear Miami Shores Building Official, The referenced building has been inspected in accordance with the Miami -Dade County, Florida, Building Department, MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING'S STRUCTURAL RECERTIFICATIONS, for the 40 year recertification, in strict accordance with the GENERAL CONSIDREATIONS provided with said guidelines. With regard to "EVALUATION" the following statement shall be included with the report: • The building is structurally safe. As a routine matter, in order to avoid possible misunderstanding, nothing in the report, for the referenced building, should 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, to the extent reasonably possible. myfolders/barryuniv/Library/O8 0731- L- evaluation Sincerely /3 -J3 and F. Can o , A A /®/2.//®5- MIAMI -DADE COUNTY. FLORIDA INSPECTION COMMENCED Date: August 06, 2008 INSPECTION COMPLETED Date: September 16.2008 DESCRIPTION OF STRUCTURE BUILDING DEPARTMENT INSPECTION MADE By: Edw F. Cannon AIA SIGNATURE: e ermt PRINT NAME: W A - d C JOB TITLE: Architect ADDRESS: 5005 Collins Ave. #1224 Miami Beach. Florida 33140 a. Name of Title: Monsignor William Barry Memorial Library b. Street Address: 11300 Northeast 2 Avenue, Miami Shores, Florida, 33161 c. Legal Description: 36 52 41 40 AC SE' /. OF NE' /. LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET d. Owner's Name: Barry University e. Owner's Mailing Address: 11300 Northeast 2" Avenue, Miami Shores, Florida, 33161 f. Folio Number of Building: 11- 2136 -000-0050 g. Building Code Occupancy Classification: SFBC - 1967, Chapter 5 Classification and General Requirements, Section 502 Occupancy Classified, Chapter 12 Group G Occupancy, Division 2: Libraries. h. Present Use: Barry University Main Library 1 General Description, Type of Construction, Size, Number of Stories, and Special Features Four story, approximately 90' x 120' = + /- 10800sf 1 floor, with a total of approximately 43,200sf. Structure is poured -in -place concrete waffle slab using 36 "x36" waffle forms approximately 16" deep. The slabs are supported on 16" square poured concrete columns spaced on a 30' x 30' grid. Special features include 4 projected structures, 3 of which serve as exit stairs and one at the south east corner serves as office and library program space. Additional Comment These projected structures have the N/S, long wall, faced in a random size stone extending from grade to the top of the parapet. Stoned joints are random width mortar in good condition throughout. At grade level windows are long sweeping arched forms creating a sense of a building elevated above grade. From th second floor to the roof, paired, aluminum and glass, window strips, approximately 30" wide are repeated at corners and approximately 30' intervals around the 4 building facades. On the east building face there is an expansive, storefront enclosed, main library entry with an exterior 2 level balcony above. These balconies extend between the 2 projected stone faced structures on the east side of the Library. The exterior balconies are accessible from the third and fourth floors of the library. 1. DESCRIPTION OF STRUCTURE a. Name of Title: Monsignor William Barry Memorial Library b. Street Address: 11300 Northeast 2" Avenue, Miami Shores, Florida, 33161 c. Legal Description: 36 52 41 40 AC SE' /4 OF NE' /. LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET d. Owner's Name: Barry University e. Owner's Mailing Address: 11300 Northeast 2 Avenue, Miami Shores, Florida, 33161 f. Building Official Folio Number. 11- 2136 -000 -0050 . Building Code Occupancy Classification: SFBC - 1967, Chapter 5 Classification and General Requirements, Section 502 Occupancy Classified, Chapter 12 Group G Occupancy, Division 2: Libraries. Present Use: Barry University Main Library i. General Description, Type of Construction, Size, Number of Stories, and Special Features. Four story, approximately 90' x 120' = +/- 10800sf / floor, with a total of approximately 43,200sf. Structure is poured -In -place concrete waffle slab using 36 "x36" waffle forms approximately 16" deep. The slabs are supported on 16" square poured concrete columns spaced on a 30' x 30' grid. Special features include 4 projection structures, 3 of which serve as exit stairs and one at the south east corner serves as office and library program space. Additions to original structure: To the west Lehman Hall, a 3 story building housing the Wm. Lehman Library, classrooms and offices shares a common wall with the Msgr. William Barry Memorial Library. These structures are separated with a continuous expansion joint and both structures appear to be independent from each other. 2. PRESENT CONDITION OF STRUCTURE a. General alignment (not good, fair, poor, explain if significant) 1. Bulging None observed 2. Settlement None observed 3. Defections None observed 4. Expansion None observed 5. Contraction None observed b. Portion showing distress (Note, beams, columns, structural walls, floors, roofs, other) At the 4 projected structures at approximately 1' to 2' down from the top of the parapet wall on both the north and south face of the structure there is a crack in the stucco finish. This crack has been raked out and filled with a properly designed structural sealant to avoid reoccurring cracks. c. Surface conditions — describe general conditions of finishes, noting cracking, spalling, peeling, signs of moisture penetration & stains. Exterior of building is painted stucco or natural stone. Paint is aged but in good condition. Stone joints are solid and full. There are several locations in stair halls that show signs of plaster spalling, most likely associated with the crack referenced in item b. above. Also adjacent to some vertical window strips there are signs of water infiltration, most likely caused by aged caulking between window frames and the stucco wall. University maintenance continues to patch these areas as they occur providing a sound surface condition throughout the Library. d. Cracks — note location in significant members. Identify crack size as HAIRLINE if barely dissemble; FINE if less than 1mm in width: MEDIUM if between 1 and 2 mm in width; WIDE if over 2 mm. No cracks were observed in any structural members. e. General extent of deterioration — cracking or spalling of concrete or masonry; oxidation of metals; rot or borer attack in wood. No deteroriation was observed in any of these items. Previous patching or repairs: See paragraph 2.b. above for stucco (cement plaster) repairs. Nature of present loading indicate residential, commercial, other estimate magnitude. Library loading is generally applied throughout. Book stacks are located in the upper three floors of the Library. Book stacks are spaced with an accessible face of shelf to face of shelf dimension facilitating a lighter than anticipated library floor loadin 3. INSPECTIONS a. Date of notice of required inspection July 17, 2006 b. Date(s) of actual inspection August 6, 2008 c. Name and qualification of individual submitting inspection report Edward F. Cannon, AIA Registered architect, 36 years professional practice 16 years in South Florida Florida License #0013273 d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures None required e. Structural repair note appropriate line: 1. None required None required 2. Required (describe and indicate acceptance) 4. SUPPORTING DATA a. N/A b. NIA c. NIA sheets written data photographs drawings or sketches 5. MASONRY BEARING WALL (Indicate good, fair, poor on appropriate lines): a. Concrete masonry units NIA b. Clay tile or terra cotta units NIA c. Reinforced concrete tile columns NIA d. Reinforced concrete tile beams NIA e. Lintel Good f. Other type bond beams None observed g. Masonry finishes - exterior. 1. Stucco Good 2. Veneer Good 3. Paint only Good see item 2.c. 4. Other (describe) Random stone veneer Good h. Masonry finishes - interior. 1. Vapor barrier No destructive testing was performed to determine if a vapor barrier was provided in original construction. No indication of vapor migration was observed at slab-on -grade of first floor nor at exterior walls. 2. Furring and plaster Fair. see item 2c for description 3. Paneling None observed 4. Paint only Good 5. Other (describe) Vinyl wall covering on most interior partitions Good i. Cracks 1. Location — note beams, columns, other None observed 2. Description N/A j. Spelling 1. Location — note beams, columns, other None observed 2. Description N/A k. Rebar corrosion — check appropriate line: 1. None visible 4 3. Significant - but patching will suffice N/A 4. Significant — structural repairs required N/A I. Samples chipped out for examination in spell areas: 1. No 4 2. Yes — describe color texture, aggregate, general quality N/A 6. FLOOR AND ROOF SYSTEM a. Root 1. Describe (flat, slope, type roofing, type roof deck, condition. Roof deck is poured concrete. The roofing system is sloped to 10 roof drains each serving approximately 1 /10 of the roof area. An expansion curb extends across the roof in an east/west direction and is located approximately 2/5 of the length of the building from the north face. The area north of the expansion joint is served by 4 roof drains and the area south of the expansion joint is served by 6 roof drains. The roof is well drained and dry. Rooting is a built up system with a modified bitumen cap sheet impregnated with white granules. The white granules are generally warn from the cap sheet due to normal exposure to the elements. The roofing system is in good condition. 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of support There is a cooling tower located svmmetrically between the southern 4 roof drains and it's overflow/drain line is piped to the southeastern most drain. The cooling, tower structural support is in good condition. At the north end of the roof approximately in line with the 2 most northerly roof drains is located a louvered air relief structure that is curb mounted. This structure is in good condition. 3. Note types of drains and scupper and condition of cooling towers, air condition: See items 6.a.1 & 2 for a description of these items b. Floor systems(s) 1. Describe (type of system framing, material, spans, condition) See item 1. i for a description of floor systems. 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 and floor framing can be observed in the large mechanical rooms on floor 2.3 & 4. On the first floor ceiling tiles in corridors were removed to observe the structural framing system. 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 There is a single elevator with hydraulic operation. The machine room is on the first (grade) floor level. No sheave beams or machine floor beams exist. 8. CONCRETE FRAMING SYSTEM a. Full description of structural system See item 1. i for a description of structural system. b. Cracking: 1. Not significant None observed 2. Location and description of members affected and type cracking N/A c. General condition Good d. Reber corrosion — check appropriate line: 1. Non visible / 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 spell areas: 1. No J 2. Yes, describe color, texture, aggregate, general quality 9. WINDOWS a. Type (Wood, steel, aluminum, jalousie, single hung, double hung, casement, awning, pivoted, fixed, other) Aluminum. full height from floor to ceiling on interior and continuous from sill of first floor windows to parapet coping on the exterior. At the floor line of each floor 2 through 4 an inward opening awning window is provided. The operating sash is 29' by 29" square. First floor windows are horizontal spans between columns with a poured conc. beam at the head forming a slight arched frame. The sill is located above standing eye level. b. Anchorage — type & condition of fasteners and latches Galvanized counter sunk flat head 118 to #10 screws are visible at operating sash section of window and obscured by snap -in aluminum stop elsewhere. These screws securely anchor the aluminum window to the masonry and concrete columns at the window iambs. Operating sash are secured with a single cam latch. All observed fasteners and latches are in good condition c. Sealant — type of condition of perimeter sealant & at mullions: Flexible sealant is applied between the stucco Iamb and aluminum window frame. , The sealant is in average to poor condition throughout. d. Interiors seals — type of condition at operable vents: Vinyl weatherstrip in Good condition e. General condition: Good 10. WOOD FRAMING a. Type — fully describe if mill construction, light construction, major spans, trusses: None b. Note metal fitting i.e., angles, plates, bolts, split pintles, pintles, other, and note condition: NIA c. Joints — note if well fitted and still closed: NIA d. Drainage — note accumulations of moisture: None observed e. Ventilation — note any concealed spaces not ventilated: None observed f. Note any concealed spaces opened for inspection: None opened MIAMI -DADE COUNTY. FLORIDA INSPECTION COMMENCED Date: August 06, 2008 INSPECTION COMPLETED Date: September 16.2008 INSPECTION MADE BY: George ego. P.E. BUILDING DEDEPARTMENT INSPECTIONIPROCEEDURALGUIDELINES FOR DIN 'S ° ICAL.wRECERTIFICATION SIGNATURE: � PRINT NAME t°,. c r� tv TITLE: Professional Engineer ADDRESS: 5975 West Sunrise Blvd.. Suite 216 Sunrise. Florida 33313 -6813 a. Name of Title: Monsignor William Barry Memorial Library b. Street Address: 11300 Northeast 2" Avenue, Miami Shores, Florida, 33161 c. Legal Description: 36 52 41 40 AC SE' /4 OF NEY4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET d. Owner's Name: Barry University e. Owner's Mailing Address: 11300 Northeast 2" Avenue, Miami Shores, Florida, 33161 f. Folio Number of Building: 11- 2136-000-0050 g. Building Code Occupancy Classification: SFBC - 1967, Chapter 5 Classification and General Requirements, Section 502 Occupancy Classified, Chapter 12 Group G Occupancy, Division 2: Libraries. h. Present Use: Barry University Main Library i. General Description, Type of Construction, Size, Number of Stories, and Special Features Four story, approximately 90' x 120' = + /- 10800sf / floor, with a total of approximately 43,200sf. Structure is poured -in -place concrete waffle slab using 36"x36" waffle forms approximately 16" deep. The slabs are supported on 16" square poured concrete columns spaced on a 30' x 30' grid. Special features include 4 projected structures, 3 of which serve as exit stairs and one at the south east corner serves as office and library program space. Additional Comment These projected structures have the N/S, long wall, faced in a random size stone extending from grade to the top of the parapet, Stoned joints are random width mortar in good condition throughout. At grade level windows are long sweeping arched forms creating a sense of a building elevated above grade. From th second floor to the roof, paired, aluminum and glass, window strips, approximately 30" wide are repeated at comers and approximately 30' intervals around the 4 building facades. On the east building face there is an expansive, storefront enclosed, main library entry with an exterior 2 level balcony above. These balconies extend between the 2 projected stone faced structures on the east side of the Library. The exterior balconies are accessible from the third and fourth floors of the library. GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL SYSTEMS OF FORTY (40) YEAR STRUCTURES 1. ELECTRIC SERVICE 1. Size: Amperage ( 2000a) Fuses ( Breakers ( ) 2. Phase: Three Phase ( Single Phase ( ) 3. Condition: Good ( ) Fair ( Needs Repair ( ) 4. Comments: GE Main Bolted Pressure Switch. Switchgear in good /fair condition. Fuses- Bolted Pressure Switch Three Phase Service is 4801277 vac 2. METER AND ELECTRIC ROOM 1. Clearances: Good ( X ) Fair 3. GUTTERS 1. Location: 2. Taps and Fill 4. ELECTRICAL PANELS Good ( Good ( ) ) ) Requires Correction ( 2. Comments: Good electrical clearance at Main Elec. Room exceeds requirements of NEC. Single meter in good condition on wall adjacent to FPL Vault. Requires Repair NONE Requires Repair ( ) ) 3. Comments: N/A 1. Panel# ( Main Dist. Switchboard) Location: 1st FI Main Elec. Room Good (X) Needs Repair ( ) 2. Panel# ( DP) Location: 1st FI Main Elec. Room Good ( X) Needs Repair ( ) 3. Panel# ( H) Location: 1st FI Main Elec. Room Good ( X) Needs Repair ( ) I 4. Panel# ( A) Location: 1st FI Main Elec. Room Good (X) Needs Repair ( ) 5. Panel# ( K) Location: 1st FI Main Elec. Room Good (X) Needs Repair ( ) 6. Panel# ( EMI) Location: 1st FI Main Elec. Room Good ( X) Needs Repair ( ) 7. Panel# ( EM2) Location: 1st FI Main Elec. Room Good ( X) Needs Repair ( ) 8. Panel# (AC) Location: 1st FI AHU. Rm. #124 Good (X) Needs Repair ( ) 9. Panel# (B) Location: 2st FI Elec. Closet Good (X) Needs Repair ( ) 10. Panel# (B1) Location: 2st FI Elec. Closet Good (X) Needs Repair ( ) 11. Panel# (L) Location: 2st FI AHU. Room Good (X) Needs Repair ( ) 12. Panel# (AC2) Location: 2st FI AHU. Room Good (X) Needs Repair ( ) 13. Panel# (C) Location: 3rd FI Elec. Closet Good (X) Needs Repair ( ) 14. Panel# (H2) Location: 3rd FI Elec. Closet Good (X) Needs Repair ( ) 15. Panel# (L2) Location: 3rd FI Elec. Closet Good (X) Needs Repair ( ) 16. Panel# (AC3) Location: 3rd FI AHU. Room Good (X) Needs Repair ( ) 17. Panel# (M) Location: 3rd FI AHU. Room Good (X) Needs Repair ( ) 18. Panel# (P) Location: 3rd FI AHU. Room Good (X) Needs Repair ( ) 19. Panel# (AC4) Location: 4th FI AHU. Room Good (X) Needs Repair ( ) 20. Panel# (N) Location: 4th FI AHU. Room Good (X) Needs Repair ( ) 21. Panel# (H3) Location: 4th FI Elec. Room Good (X) Needs Repair ( ) 22. Panel# (L3) Location: 4th FI Elec. Room Good (X) Needs Repair ( ) 6. Comments: Panel # Main Dist. Switchboard 480/277vac 3ph DP 120 /208vac 3ph 800 MLO fed from150KVa Transf. H 120/208vac 3ph,225a fed from DP A 120/208vac 3ph,225a fed from DP K 480/277vac 3ph,100a fed from MDS EM1 480/277 3ph 100a EM2 120/208 3ph 100a AC 480/277 3ph 100a B 1201208 3ph 225a B1 120/208 3ph 100a L 480 /277vac 3ph 100a MLO AC2 480/277vac 3ph 225a MLO C 120 /208vac 3ph 225a MLO H2 480/277 vac 3ph 225a MLO L2 120/208 vac 3ph 125a MLO AC3 480 /277vac 3ph 100a MLO M 480/277vac 3ph 100a MLO P 480/277vac 3ph 100a MLO AC4 480/277vac 3ph 225a MLO N 480/277vac 3ph 100a MLO H3 480/277vac 3ph 100a MLO L3 120/208vac 3 , h 225a MLO 5. BRANCH CIRCUITS 1. Identified: 2. Conductors: Good (X ) Yes (X) Deteriorated ( 6. GROUNDING OF SERVICE Condition: Good (X ) 7. GROUNDING OF EQUIPMENT Condition: Good (X ) Must be identified ( ) Must be replaced ) ) 3. Comments: Circuits are identified at panels index cards. Repairs Required ( ) Comments: Repairs Required ( ) Comments: Transformers are properly grounded. 8. SERVICE CONDUITS /RACEWAYS Condition: Good ( ) 9. SERVICE CONDUCTORS AND CABLES Condition: Good (X ) Repairs Required ( ) Comments: Generally rigid or EMT not new but in goodffair condition. Repairs Required ( ) Comments: 10. TYPES OF WIRING METHODS Condition: Conduit Raceways: Conduit PVC: NM Cable: BX Cable: Good (X ) Good ( ) Good ( ) Good ( ) Repairs Required ( ) Repairs Required ( ) Repairs Required ( ) Repairs Required ( ) 11. FEEDER CONDUCTORS Condition: Good (X ) Comments: 12. EMERGENCY LIGHTING Condition: Good (X ) Comments: Using 2' by 4' fluorescent Tight fixtures at Hallways fed from Emerg. Panel fed from Emerg. Gen. 13. BUILDING EGRESS ILLUMINATION Condition: Good (X ) Comments: Good condition at egress paths. 14. FIRE ALARM SYSTEM Condition: Good (X ) Comments: Devices throughout all floors. Fire Alarm PnI located at 2n FL AHU Room 15. SMOKE DETECTORS Condition: Good (X ) 16. EXIT LIGHTS Condition: Good (X ) 17. EMERGENCY GENERATOR Condition: Good (X ) Repairs Required ( Repairs Required ( Repairs Required ( Repairs Required ( Repairs Required Repairs Required ( Repairs Required ( ) ) ) ) ) Comments: Throughout all floors of this Bldg. ) Comments: Good condition at exits and indicating exit pathways. ) Comments: Old unit but in good condition. Kohler 45Kw 4801277 vac 3ph.1 Fl Main Elect Room. 18. WIRING IN OPEN OR UNDER COVER PARKING GARAGE AREAS Condition: Good ( ) Repairs Required ( ) Comments: NIA 19. OPEN OR UNDERCOVER PARKING SURFACE AND SECURITY LIGHTING Condition: Good ( ) Repairs Required ( ) Comments: NIA 20. SWIMMING POOL WIRING Condition: Good ( ) Repairs Required ( ) Comments: N/A 21. WIRING OF MECHANICAL EQUIPMENT Condition: Good (X ) 22. GENERAL ADDITIONAL COMMENTS Repairs Required ( ) Comments: Date: October 8, 2008 Re: Case No.. RCRT -7 -08 -1309 Property Address: 11300 NE 2 Ave. Miami Shores, FL 33138 -0000 Folio #: 11- 2136-000-0050 Bldg. Description: Monsignor William Barry Memorial Library The undersigned states the following: 1. I am a Florida registered professional engineer with an active license. 2. On August 8, 2008 I measured the level of illumination in the parking lot(s) serving the above referenced building. Specifically the parking area in front of this building and the closer parking area north of this building. 3. The level of illumination provided on the parking lot(s) meets the minimum standards for the occupancy classification of the building as established in section 8C -3 of the Code pf Miami - Dade County. -- Z 7c& Seal of Architect of Engineer Executing the Ce►tiflc ation Must Be AfPoced in the above space /0/9/Gie (Signature) tie 6cm-cocr 6s f 3 (Print Name) 7/17/2008 Certified Mail # 7007 2680 0001 3276 1080 Property located at: Address: 11300 NE 2 Avenue Miami Shores, Florida, 33138 -0000 Permit Number: RCRT - 7 - 08 - 1309 Folio # 11 2136 000 - 0050 Notice of Required Inspection/Certification Dear Owner: MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305- 795 -2204• Fax: 305 - 756 -8972 The Village has been notified by Metro -Dade Building & Zoning Department that 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 by a Florida Registered Architect or Engineer and a report furnished to this office. A report and a fee of two - hundred fifty dollars must be submitted to this office within ninety (90) days of receiving this Notice of Required Inspection /Certification. 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, Gtu- C1aug io Grande, Building Offi 305- 795 -2204 Bill To I BARRY UNIVERSITY BARRY UNIVERSITY INC 11300 2 Avenue NE " MIAMI SHORES, FL 33161 -6628 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 10/07/2008 Fee Name Tuesday, October 7, 2008 40 Yr ReCertification Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RCRT -10 -08 -33028 Invoice Date: October 07, 2008 Permit Number: RCRT -7 -08 -1309 Type: 40 Yr a if ca i�an Fee Type Fixed Total Fees Due: Fee Amount $250.00 $250.00 Payments Date Pay Type 10/07/2008 Check Check Number 0506854 Amount Paid $250.00 Change $0.00 Total Paid: $250.00 Total Due: $0.00 II BARRY UNIVERSITY * 11300 N.E. SECOND AVENUE * MIAMI SHORES, FL 33161 MIAMI SHORES VILLAGE * NO: 0506854 UNITED STATES POSTAL SERVICE • Sender. Please print your name, address, and P +4 in this box • MIAMI SHORES VILLAGE 10050 N. E. 2nd AVENUE 'MAMI SHORES, FL 33 ENDER: COMPLETE THIS SECTION lrr�lrl +llrctr��ri�J♦t�r►Jtcc�s�ct� u�i►r�rll ti Complete items 1, 2, and 3. Also complete item 4 If Restricted Delivery Is desired. Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the maiiplece, or on the front If space permits. l l M 03411 Slice 3a13 Co 2. Article Number PS Form 3811, February 2004 Domestic Retum Receipt COMPLETE THIS SECTION ON DELIVERY A. Signatu r — I B R by (y „_,. ) OCOM D. Is delivery address different from Item l? 0 Yes If YES, enter delivery address below: 0 No 3. Service type 0 Certified Mall 0 Rego 0 Insured Mall 4. Restricted Delivery? Petra Fee) First -Class Mail Postage & Fees Paid LISPS Permit No. G -10 0 Express Mall 0 Return Receipt for Merchandise 0 C.O.D. (rlansrerfrom service Iatieq 7007 2 6 8 0 0001 3 27 6 1080 0 Agent 0 Addressee C. Date of Delivery 0 Yes 102595.02 -M -1540