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RCRT-11-2356MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305-795-2204. Fax: 305- 756 -8972 12/23/2011 Certified Mail # 7011 0470 0000 8985 5416 Property located at: Address: 9475 NE 2 Avenue Miami Shores, Florida, 33138- Permit Number: RCRT -12 -11 -2356 Folio # 11- 3206 -013 -3760 Notice of Required Inspection/Certification Dear Owner: 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, Norman Bruhn, Building Official 305- 795 -2204 0470 0000 8985 5416 rl r1 t= r- U.S. Postal ServiceTM CERTIFIED MAILTM RECEIPT (Domestic Mail Only; No Insurance Co verage Provided) For delivery information visit our website at www.usps.com® Postage Certified Fee Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Postmark Here PS Form 3800, August 2006 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING R I OFIN( OWNER: Name (Fee Simple Titleholder): a ... ` v UJ t Phone #: Address: City: State: Zip: Tenant/Lessee Name: Phone #: Email: Permit No. rr 15L 1 2 Master Permit No. JOB ADDRESS: 92(15 City: 'ami Shores C oun1 �ll.JC Miami Dade Zip: Folio/Parcel #: _ Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: 40\if 1Ca pa/ Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 ELECTRICAL 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 $250D, 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: *** axe * * ** *x ***** *a+ s= ***m *****+ x**** **+ x****+ x**** ****:**************** *x *******+ x*+ x********>x*** ** *** ********** *** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) ?roperty Information Map My Home Miami -Dade County, Florida mialmi . ade!.IDv; Property Information Map Aerial Photography - 2009 0 This map was created on 12/23/2011 9:05:01 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. lose 64 ft Page 1 of 1 Summary Details: Folio No.: 11- 3206 - 013 -3760 Property: 9475 NE 2 AVE Mailing Address: BANK OF AMERICA NA 13510 BALLANTYNE CORP PLACE 9475 NE 2 AVE CHARLOTTE NC 28277- Property Information: Primary Zone: 6100 RESTRICTED COMMERCIAL CLUC: 0013 OFFICE BUILDING Beds /Baths: 0/0 Floors: 2 Living Units: 0 Adj Sq Footage: 20,067 Lot Size: 35,425 SQ FT Year Built: 1962 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 13 THRU 17 INC BLK 28 LOT SIZE 35425 SQUARE FEET OR 22766 -0601 10 2004 6(3) COC 25801 -4510 07 2007 6 (3) OR 25801- 4510 0707 03 Assessment Information: Year: 2011 2010 Land Value: $779,350 $779,350 Building Value: $448,108 $448,108 Market Value: $1,227,458 $1,227,458 Assessed Value: $1,227,458 $1,227,458 Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/ $1,227,458 $0/ $1,227,458 County: $0/ $1,227,458 $0/ $1,227,458 City: $0/ $1,227,458 $0/ $1,227,458 School Board: $0/ $1,227,458 $0/ $1,227,458 Sale Information: Sale Date: 7/2007 Sale Amount: $1,225,000 Sale O /R: 25801 -4510 Sales Qualification Description: Other disqualified View Additional Sales http: / /gisims2.miamidade. gov /myhome /printmap. asp? mapurl = http: / /gi sims2.miamidade. g... 12/23/2011 06/14/2012 15:28 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 11001 ** skis * ******* * **** ** ** xc*xe TX REPORT *** xe*s%xex *** ** ******** *** TRANSMISSION OK TX /RX NO 2653 RECIPIENT ADDRESS 919547612109 DESTINATION ID ST. TIME 06/14 15:28 TIME USE 00'29 PAGES SENT 1 RESULT OK Permit No: 11 -2356 Job Name: June 13, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The parking lot lighting certification shows that the parking lot lighting failed. Make necessary corrections and submit certification. Note: The Village owns no lighting and lighting of private parking lots is the responsibility of theproperty owner not the Village. 2) The electrical certification shows deficiencies that require repair. Make repairs with necessary permits and provide certification. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 rieo(: x._1(01 —.109 Permit No: 11 -2356 Job Name: June 13, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The parking lot lighting certification shows that the parking lot lighting failed. Make necessary corrections and submit certification. Note: The Village owns no lighting and lighting of private parking lots is the responsibility of theproperty owner not the Village. 2) The electrical certification shows deficiencies that require repair. Make repairs with necessary permits and provide certification. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 rAx ci_1(r— a%o ° • October 8, 2012 To: Building Department Inspector or to whom it may concern ENGINEERING Reference: Bank of America — 9475 NE 2nd Avenue, Miami Shores Parking Lot Address: Same as Bank Matter: Parking Lot area illumination certification in compliance with the illumination level requirements of Chapter 8C of the Miami -Dade County Code, Section 8C -3 Purpose: Night Survey to verify the illumination levels Folio Number: 11- 3206 - 013 -3760 This is to certify the following: 1. Date of the night survey: May 04, 2012 at 8:30 PM 2. I performed an illumination survey on the referenced night above to corroborate the illumination level requirements of Chapter 8C of the Miami -Dade County Code, Section 8C -3, requiring 1 foot - candle minimum with a 12:1 uniformity ratio. 3. A calibrated Extech Light Meter model # 407026 was used to measure the illumination levels at various points. 4. The method the engineer used to obtain illumination measurements is described as follows: a. An imaginary grid consisting of squares approximately 10'x10' was laid out dividing the area into squares so that ground level illumination measurements could be taken from each spot in the center of the square. b. Illumination measurements were taken on each spot, verifying that every point met the required illumination levels. c. Measurements were also taken on the pavement and pedestrian walkways. 5. Performing the illumination measurements described above, the following was verified: a. The area illumination levels exceeded the 1 foot - candle minimum for open air parking areas and no spot was above the 12:1 ratio. b. Overspill of lighting onto adjacent properties was measured to verify that the level does not exceed the 0.5 foot - candle horizontal illumination at grade level. ORIGINAL RESULTS: FAILED: All parking area lights are not controlled or powered by the bank. Repair has become complicated by the fact that 2 of the necessary fixtures are city owned and operated. These poles do not operate and there has been no response from the city's maintenance department to repair. Since these fixture are not controlled by the banks lighting control system EDA is requiring this issue to be resolved. ALL fixtures serving the parking area shall be under the direct control of the bank owner. All lighting poles serving the bank parking lot shall be controlled by the bank d placed in working order for re- inspection. ®001111 `11/1/,® REVISED RESULTS: ® •` P• 4 //, PASSED: Fixtures are all on and obstructions removed. �� ��, - ®GENs .- s d, 4 No. Robert A. Salsbury, P.E. m�I / /9852 PE # 49852 4 .. ... S- 6982 Griffin Road Davie, Florida 33314 Office: 954 -781 -6262 Fax: 954 -585 -6416 mls_eda@msn.com consulting engineers [V '//,/ • 0NA\ \\\\`� ® i-e-,©:TIKV 1111 th Mg 1 7 i I BY: ENGINEERING May 10, 2012 `'' Chief Electrical Inspector 4 * Building Department 40 year Building Recertification Reference: Bank of America Address: 9475 NE 2nd Avenue Miami Shores, Fl 33141 Matter: 40 year Electrical Re- certification Folio No 11- 3206 -013 -3760 Dear Chief Electrical Inspector: I have inspected the above referenced building for compliance with the 40 year certification requirements and found the electrical system in the building to be in good condition and therefore I recommend that the building be re- certified and the City take this action. As per the 40 year electrical inspection, this building is electrically safe for continued use and continued occupancy. Sincerely \ \" 0: r/ '4( Rob rrA;Salsburt; W P� uad PE eV, vas 'i./FSSIONP11 \ \v �IIII11 6982 Griffin Road Davie, Florida 33314 Office: 954 -781 -6262 Fax: 954 -585 -6416 mls_eda@msn.com consulting engineers May 10, 2012 To: Reference: ENGINEERING v Building Department Inspector or to whom it may concern J' '•• Bank of America — 9475 NE 2nd Avenue, Miami Shores / Parking Lot Address: Same as Bank E S Matter: Parking Lot area illumination certification in compliance with the illumination level requirements of Chapter 8C of the Miami -Dade County Code, Section 8C -3 Purpose: Night Survey to verify the illumination levels Folio Number: 11- 3206 - 013 -3760 This is to certify the following: 1. Date of the night survey: May 04, 2012 at 8:30 PM 2. I performed an illumination survey on the referenced night above to corroborate the illumination level requirements of Chapter 8C of the Miami -Dade County Code, Section 8C -3, requiring 1 foot - candle minimum with a 12:1 uniformity ratio. 3. A calibrated Extech Light Meter model # 407026 was used to measure the illumination levels at various points. 4. The method the engineer used to obtain illumination measurements is described as follows: a. An imaginary grid consisting of squares approximately 10'x10' was laid out dividing the area into squares so that ground level illumination measurements could be taken from each spot in the center of the square. b. Illumination measurements were taken on each spot, verifying that every point met the required illumination levels. c. Measurements were also taken on the pavement and pedestrian walkways. 5. Performing the illumination measurements described above, the following was verified: a. The area illumination levels exceeded the 1 foot - candle minimum for open air parking areas and no spot was above the 12:1 ratio. b. Overspill of lighting onto adjacent properties was measured to verify that the level does not exceed the 0.5 foot - candle horizontal illumination at grade level. RESULTS: FAILED: All parking area lights are not controlled or powered by the bank. Repair has become complicated by the fact that 2 of the necessary fixtures are city owned and operated. These poles do not operate and there has been no response from the city's maintenance department to repair. Since these fixture are not controlled by the banks lighting control system EDA is requiring this issue to be resolved. ALL fixtures serving the parking area shall be under the direct control of the bank owner. All lighting poles serving the bank parking lot shall be controlled by the bank and placed in working order for re- inspection.. Robert A. Salsbury, P.E. PE # 49852 6982 Griffin Road Davie, Florida 33314 Office: 954 -781 -6262 Fax: 954-585 -6416 mls_eda@msn.com consulting engineers COUNTY BUILDING & NEIGHBORHOOD COMPLIANCE DEPARTMENT MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING ELECTRICAL RECERTIFICATION INSPECTION COMMENCED Date: 02 -13 -2012 INSPECTION COMPLETED Date: 05-04 -2012 DESCRIPTION OF STRUCTU INSPECTION MADE BY: Mitchell Stewart SIGNATURE: PRINT NAME: TITLE: President, Engineering Design Associates, Inc. ADDRESS: 6982 Griffin Road Davie, FL 33314 a. Name on Title: BANK OF AMERICA NA b. Street Address: 9475 NE 2nd Avenue, Miami Shores - Florida 33138 c. Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 13 THRU 17 INC BLK 28 d. Owner's Name: BANK OF AMERICA NA e. Owner's Mailing Address: 13510 BALLANTYNE CORP PLACE, Charlotte - NC 28277 f. Folio Number of Property on which Building is Located: 11- 3206 -013 -3760 g. Building Code Occupancy Classification: h. Present Use: Office Building i. General Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comments: Two story office building for Bank of America. Year built: 1962 20,067 SQ.I -T. Approx. Lot size: 35,425 SQ.1-T. Approx. GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL SYSTEMS OF FORTY (40) YEAR STRUCTURES 1. ELECTRIC SERVICE 1. Size: Amperage 2. Phase: 3. Condition: Good Three Phase ( 600 ) Fuses ( X ) Single Phase ( X ) Fair Breakers ( X ) ( ) Needs Repair ( ) Comments: Mix of old and new gear. All equipment is in good condition and no exposed nor missing 2. METER AND ELECTRIC ROOM 1. Clearances: ( Fair ( X ) Requires Correction 'Comments: Disconnect in northeast comer needs work. 3' -0" forward clearance must be maintained. Correct issue; re inspection required. Existing condition in compliance with NEC at time of construction. Status revised from "RC" to "FAIR ". 3. GUTTERS Location: Taps and Fill: Good Good Requires Repair Requires Repair ( 4. ELECTRICAL PANELS Location: Good ( X ) Needs Repair ) 1. Panel #( D ) Good ( X ) Needs Repair ( ) 2. Panel #( Ac1 ) Good ( x ) Needs Repair ( ) 3. Panel #( Ac2 ) Good ( X ) Needs Repair . Panel #( A Good ( X ) Needs Repair 1 5. Panel #( AC ) Good ( X ) Needs Repair ) Comments: All panels to have schedule, older panel on second floor missing schedule. 5. BRANCH CIRCUITS: 1. Identified: 2. Conductors: Yes Good ( X ) Must be identified ( X ) Deteriorated ) Must be replaced Comments: 1. Ensure all panels have accurate Toad schedule. _ • • • • • - ' • • • 1 • , 1 - • • 6 - 1 -. • • v r r • conduits and racewa to be re •aired. 3. Su • • ort racewa on CU -1 on roof. • . • . • 4. Repair wiring to EF -1 on roof. 5. Repair sign wiring at roof. Re inspection finding indicate all listed items have been addressed. Status revised from "MBI" and "MBR" to "YES" and "GOOD ". Good ( X ) Repairs Required Comments: None. Good ( X ) Repairs Required Comments: None. ( X ) Repairs Required Comments: None. 9. DUCTOR AND CABLES: Good ( X ) Repairs Required Comments: None. 10. TYPES OF WIRING METHODS: Conduit Raceways: Conduit PVC: NM Cable: BX Cable: 11. FEEDER CONDUCTORS : Good ( X ) Repairs Required Good ( X ) Repairs Required Good ( X ) Repairs Required Good ( X ) Repairs Required Good ( X ) Repairs Required Comments: None. 12. EMERGENCY LIGHTING: Good ( X ) Repairs Required Comments: Missing EM lighting in lobby and entry. Check building wide layout and ensure compliance and coverage. Check all battery powered fixtures, found a number that are not working. Re inspection required. Re inspection found all fixtures in working order. Status revised from "RR" to "GOOD ". 13. BUILDING EGRESS ILLUMINATION:' Good ( X ) Repairs Required Comments: None. 4. FIRE ALARM S STEM; Good ( X ) Repairs Required Comments: None,. SMOKE DETECTORS: Good ( X Repairs Required Comments: None. EXIT LIGHTS: Good ( Repairs Required Comments: Check all battery operated devices. Re- inspection found devices in working order. Status revised from "RR" to "GOOD ". 17. EMERGENCY Good X ) Repairs Required Comments: Non operational. System abandoned in place, not used for egress lighting. 18. WIRING IN OPEN OR UNDER COVER PARKING GARAGE AREAS: Require Additional Good ( X ) Repairs Required ( Comments: Fixtures are old and frames show sign of age. 19, OPEN OR UNDERCOVER PA Require Additional ND GARAGE AREAS AN EGRESS ILLUMINATION: Good ( X ) Repairs Required Comments: None. 20. SWIMMING POOL WIRING: Good Repairs Required Comments: N / A WIRING TO MECHANICAL Et Good Repairs Required comments:EF -1 repair flex conduit, open conduits at AHU -2, RTU -1 secure flex. Re inspection indicates that issue has been resolved. Status revised from "RR" to "GOOD ". ADDITIONAL C(t)MMENTS: Lightning protection needs repair. RTU -1 needs conduit properly supported. Install proper junction -ores and junction box covers on clock tower on east and west sites. Remove combustible items from AHU -2 lenum. 75 kw as enerator not in use. Test all batte backed egress fixtures. Move customer service sign in lobby - obstructs egress fixture. Need .... ''Gs. - 1.-.-, .. I... - - , -. - , - . _ .. -. '...-• -..,. problems in electrical room. Combustible in electrical room and air handling plenum. Panels need -sehedule-- Emerge ' ' .. .. , .. , outage -w' ppo :rk r----e ground mounted Tight junction boxes need repair and support. Re inspection indicated that all electrical concerns have been addressed. Report status revised from "Unapproved" to "Approved ". SD: rs: vc: mb: js :rtc1:8 /5 /2011:40yrtraddngsystem OXIOS ARCHITECTS, P.A./115 WEST 3RD COURT, MIAMI BEACH, FLORIDA 33139 AA-26000614 /305.532.2329/ FAX 305.534.0541 February 27, 2012 Miami Dade County Building Official Miami Dade County Building Department Permitting & Inspection Center 11805 S.W. 26th Street, Room 149 Miami, FL 33175-2474 Attention: Billing & Collection Supervisor Re: 40 Year Structural Recertification Bank of America - 9475 N.E. 2nd Avenue, Miami Shores, FL Folio Number - 11-3206-013-3760 Building 0 cial: Enclosed please find a signed and sealed copy of our report recertifying the above referenced property. The structure was found to be in good condition. The property has been found structurall safe for its specified use and continued occupancy under Section 8-11(1) of the Building Code. The items addressed in this report indicate the current status of the subject property at the time of the inspection. These items are not considered all inclusive, but represent Oxio.s Architect, P.A.'s professional opinion based on its experience and knowledge and on its visual inspection of the exposed conditions to the extent reasonably possible within the agreed upon scope of work. As a routine matter, and in order to avoid any possible misunderstandings, nothing in this report should be consttued directly or indirectly as a guarantee fr any portion of the structure. The inspec1ion and report have been performed in accordance with the Building Code and with the Reponamended Minimum Inspection Procedural Guidelines for Building Recertification. Please do rot hesitate to contact me if you have questions or comments. Respectfully submitted, Gib Oxios, AIA President GO/ Cc: Manuel Zajac Member American Institute of Architects BUILDING & NEIGHBORHOOD COMPLIANCE DEPARTMENT MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING STRUCTURAL RECERTIFICATION INSPECTION COMMENCED Date: February 18, 2012 INSPECTION COMPLETED Dom: February 24, 2012 1. DESCRIPTION OF STRUCTURE INSPECTION SIGNATURE: PRINT NAME: cab Odes TITLE: Present ADDRESS: 115 West 3ret exert Nast Beach, FL 33138 a. Name on Title: Bank of America b. Street Address: 9475 N.E. 2nd Avenue, Miami Shores, FL 33138 c. Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 Lots 13 thru 17 INC BLK 28 d. Owners Name: Bank of America, NA e. Owner's Mailing Address: 13510 Bailantyne Corp Place, Charlotte - NC 28277 f. Folio Number of Property on which Building is Located: 11- 3206 - 013 -3760 g. Building Code Occupancy Classification: Business Group B: Commercial (medium density) h. Present Use: Office Building i. General Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comments: This is a 2 -story CMU building with reinforced concrete exterior wall system of columns & beams; reinforced concrete slab & joist floor & roof structure; exterior wall faced with red brick & stucco. Additions to original structure: A 2 -story, concrete framed, CMU addition was constructed to the east of the original brick-dad building. Its structural system is similar to the original building. Exterior walls are stucco. 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) None noted. The structural condition of the overall building is very good. c. Surface conditions — describe general conditions of finishes, noting cracking, spalling, peeling, signs of moisture penetration & stains. -- - - - - -- - -- - The surface conditions are good with no spalling, peeling or signs of moisture penetration. Areas noted below are general maintenance items which should be addressed in the building's maintenance schedule. 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 in width; WIDE if over 2 mm. Several hairline cracks at exterior wall were noted. Can be attended to as part of bldg maintenance. e. General extent of deterioration — cracking or spelling of concrete or masonry; oxidation of metals; rot or borer attack in ', wood. There is minor deterioration on 2 faces of clock tower: requires patchwork at this time. Brick mortar joints of chimney at south wall require patchwork and re- pointing to avoid future water intrusion. f. Previous patching or repairs Evidence of previous minor patching at clock tower & drive -thru teller clg. g. Nature of present loading indicate residential, commercial, other estimate magnitude. First and second floor are used only for commercial and business occupancy. 3. INSPECTIONS a. Date of notice of required inspection January 10, 2012 b. Date(s) of actual inspection February 16 & 24, 2012 c. Name and qualifications of individual submitting inspection report Ovidio (Gib) Oxios, Architect - License AR0008986 d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures Not required e. Structural repair -note appropriate line: 1. None required X()( 2. Required (describe and indicate acceptance) 4. SUPPORTING DATA a. sheet written data b. �� photographs drawings or sketches: c. 5. MASONRY BEARING WALL= Indicate good, fair, poor on appropriate lines: a. Concrete masonry units Good condition b. Clay tile or terra cota units N/A c. Reinforced concrete tie columns Good condition d. Reinforced concrete tie beams Good condition e. Lintel Good condition f. Other type bond beams N/A g. Masonry finishes - exterior 1. Stucco Good 2. Veneer N/A 3. Paint only Good 4.Other(describe) N/A h. Masonry finishes - interior 1. Vapor barrier Good 2. Purring and plaster Good 3. Paneling N/A 4. Paint only Good 5. Other (describe) Brick at chimney at south wall requires re- pointing at this time. i. Cracks: Several hairline cracks at exterior wall were noted. Can be attended to as part of bldg may 1. Location - note beams, columns, other Ceiling of drive -thru- teller wing at southeast comer. 2. Description 2 previously repaired cracks require re- patching & finishing. Reconfirm stability. j. Spading: None 1. Location - note beams, columns, other Ceiling of drive -thru teller wing at southeast comer. 2. Description k. Rebar corrosion -check appropriate line: 1. None visible )00( 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: N/A 1. No. )00( 2. Yes - descry color, texture, aggregate, general quality 6. FLOOR AND ROOF SYSTEM a. Roof. 1. Describe (flat, slope, type roofing, type roof deck, condition. Sloped concrete shingle roof drains to roof gutter & downspout system and is in good condition. Bituminous built-up membrane roofing slopes to intemal roof drains and is in good condition. 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of support Existing roof mounted equipment support frames and roof mounts are in good condition. 3. Note types of drains and scuppers and condition: Roof gutter /downspout system and roof drains are clean and in good condition. b. Floor system(s) 1. Describe (type of system framing, material, spans, condition) 1st Floor - Concrete slab on grade in good condition. 2nd Floor - Reinforced concrete slab and joist system 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. Roof structure viewed from below through ceiling access panel. 2nd Floor viewed from below through acoustical ceiling 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: 8. CONCRETE FRAMING SYSTEM a. Full description of structural system Ground floor slab, reinforced concrete slab and joists at second floor and roof. b. Cracking 1. Not significant )pp( 2. Location and description of members affected and type cracking c. General condition Good condition d. Rebar corrosion - check appropriate line: 1. None visible XXX 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. XXX 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) AlumS/H b. Anchorage —type & condition of fasteners and latches: Not visible. c. Sealant — type of condition of perimeter sealant & at mullions: Perimeter caulking at windows. d. Interiors seals — type & condition at operable vents: Good e. General condition: Windows appear in good condition. 10. WOOD FRAMING a. Type —fully describe if mill construction, light construction, major spans, trusses; All wood in good condition. b. Note metal fitting i.e., angles, plates, bolts, split pinties, pinties, other, and note condtiion: Good condition c. Joints — note if well fitted and still closed: Good condition. d. Drainage — note accumulations of moisture: Signs of moisture not evident. e. Ventilation —note any concealed spaces not ventilated: None f. Note any concealed spaces opened for inspection: is VJ1Z NI 14' 7j i2 October 8, 2012 To: ENGINEERING v Building Department Inspector or to whom it may N i concern s '; 4t Reference: Bank of America — 9475 NE 2"d Avenue, Miami Shores Parking Lot Address: Same as Bank Matter: Parking Lot area illumination certification in compliance with the illumination level requirements of Chapter 8C of the Miami -Dade County Code, Section 8C -3 Purpose: Night Survey to verify the illumination levels Folio Number. 11- 3206 -013 -3760 This is to certify the following: 1. Date of the night survey: May 04, 2012 at 8:30 PM 2. I performed an illumination survey on the referenced night above to corroborate the illumination level requirements of Chapter 8C of the Miami -Dade County Code, Section 8C -3, requiring 1 foot - candle minimum with a 12:1 uniformity ratio. 3. A calibrated Extech Light Meter model # 407026 was used to measure the illumination levels at various points. 4. The method the engineer used to obtain illumination measurements is described as follows: a. An imaginary grid consisting of squares approximately 10'x10' was laid out dividing the area into squares so that ground level illumination measurements could be taken from each spot in the center of the square. b. Illumination measurements were taken on each spot, verifying that every point met the required illumination levels. c. Measurements were also taken on the pavement and pedestrian walkways. 5. Performing the illumination measurements described above, the following was verified: a. The area illumination levels exceeded the 1 foot - candle minimum for open air parking areas and no spot was above the 12:1 ratio. b. Overspill of lighting onto adjacent properties was measured to verify that the level does not exceed the 0.5 foot - candle horizontal illumination at grade level. ORIGINAL RESULTS: FAILED: All parking area lights are not controlled or powered by the bank. Repair has become complicated by the fact that 2 of the necessary fixtures are city owned and operated. These poles do not operate and there has been no response from the city's maintenance department to repair. Since these fixture are not controlled by the banks lighting control system EDA is requiring this issue to be resolved. ALL fixtures serving the parking area shall be under the direct control of the bank owner. All lighting poles serving the bank parking lot shall be controlled by the bank and placed in working order for re- inspection. REVISED RESULTS: PASSED: Fixtures are all on and obstructions removed. Robert A. Salsbury, P.E. PE # 49852 S ci) w 6982 Griffin Road Davie, Florida 33314 Office: 954 -781 -6262 Fax: 954 -585 -6416 mls_eda@msn.com consulting engineers �iQ.•ticElv�F.,�1(, �` 73 STATE •F ;� � ''#;>//t°A )14.1?V\:N;: ."6)7MINi fklICO\\ May 10, 2012 Chief Electrical Inspector Building Department 40 year Building Recertification Reference: Address: Bank of America 9475 NE 2"d Avenue Miami Shores, Fl 33141 mcmEwm"ffi MAY 1 7 2012 Matter: 40 year Electrical Re- certification Folio No. 11- 3206 - 013 -3760 ENGINEERING Dear Chief Electrical Inspector: I have inspected the above referenced building for compliance with the 40 year certification requirements and found the electrical system in the building to be in good condition and therefore I recommend that the building be re- certified and the City take this action. As per the 40 year electrical inspection, this building is electrically safe for continued use and continued occupancy. Sincer `` \01111/1N/ S.�ife 4 9 852 Robedl alsbtgr.\rp� @F ,� PE 45 6982 Griffin Road Davie, Florida 33314 Office: 954 -781 -6262 Fax: 954 -585 -6416 mls_eda@msn.com consulting engineers 'Quality/ S('1lli((' SIRCP 1928" \s' \‘' IUC C()JilX C()I11 Tom Waddell ASSISTANT PROJECT MANAGER CELL: 305.345.3648 EMAIL: TWADDELL@MECOJAX.COM MILLER ELECTRIC COMPANY N+ Cg 1881 W. STATE ROAD 84 954.761.21 10 ec- 00000n' SUITE 104 954.761.2109 FAX CG CO47556 FT. LAUDERDALE, FL 33315 May 10, 2012 To: Reference: Building Department Inspector or to whom it may concern Bank of America — 9475 NE 2"d Avenue, Miami Shores Parking Lot Address: Same as Bank Matter: ENGINEERING Parking Lot area illumination certification in compliance with the illumination level requirements of Chapter 8C of the Miami -Dade County Code, Section 8C -3 Purpose: Night Survey to verify the illumination levels Folio Number 11- 3206 - 013 -3760 This is to certify the following: 1. Date of the night survey: May 04, 2012 at 8:30 PM 2. I performed an illumination survey on the referenced night above to corroborate the illumination level requirements of Chapter 8C of the Miami -Dade County Code, Section 8C -3, requiring 1 foot - candle minimum with a 12:1 uniformity ratio. 3. A calibrated Extech Light Meter model # 407026 was used to measure the illumination levels at various points. 4. The method the engineer used to obtain illumination measurements is described as follows: a. An imaginary grid consisting of squares approximately 10'x10' was laid out dividing the area into squares so that ground level illumination measurements could be taken from each spot in the center of the square. b. Illumination measurements were taken on each spot, verifying that every point met the required illumination levels. c. Measurements were also taken on the pavement and pedestrian walkways. 5. Performing the illumination measurements described above, the following was verified: a. The area illumination levels exceeded the 1 foot - candle minimum for open air parking areas and no spot was above the 12:1 ratio. b. Overspill of lighting onto adjacent properties was measured to verify that the level does not exceed the 0.5 foot - candle horizontal illumination at grade level. RESULTS: FAILED: All parking area lights are not controlled or powered by the bank. Repair has become complicated by the fact that 2 of the necessary fixtures are city owned and operated. These poles do not operate and there has been no response from the city's maintenance department to repair. Since these fixture are not controlled by the banks lighting control system EDA is requiring this issue to be resolved. ALL fixtures serving the parking area shall be under the direct control of the bank owner. All lighting poles serving the bank parking lot shall be controlled by the bank and placed 'n working order for re- inspection.. Robert A. Salsbury, P.E. PE # 49852 S 6982 Griffin Road Davie, Florida 33314 Office: 954 -781 -6262 Fax: 954 - 585 -6416 mls_eda@msn.com consulting engineers col)h BUILDING & NEIGHBORHOOD COMPLIANCE DEPARTMENT MINIMUM INSPECTION PROCEDURAL GUIDELINES,: FOR BUILDING ELECTRICAL RECERTIFICATION INSPECTION COMMENCED Date: 02 -13 -2012 INSPECTION COMPLETED Date: 05 -04 -2012 DESCRIPTION OF STRUCTURE INSPECTION MADE BY: Mitchell Stewart SIGNATURE: PRINT NAME: TITLE: President, Engineering Design Associates, Inc. ADDRESS: 6982 Griffin Road Davie, FL 33314 :a. Name on Title: BANK OF AMERICA NA b. Street Address: 9475 NE 2nd Avenue, Miami Shores - Florida 33138 c. Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 13 THRU 17 INC BLK 28 id. Owner's Name: BANK OF AMERICA NA e. Owner's Mailing Address: 13510 BALLANTYNE CORP PLACE, Charlotte - NC 28277 f. Folio Number of Property on which Building is Located: 11- 3206 - 013 -3760 g. Building Code Occupancy Classification: h. Present Use: Office Building i. General Description, Type of Construction, Size, Number of Stones, and Special Features Additional Comments: Two story office building for Bank of America. Year built: 1962 20,067 SQ.FT. Approx. Lot 35,425 -SQ size: FT. Approx 7- GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL SYSTEMS OF FORTY (40) YEAR STRUCTURES 1. ELECTRIC SERVICE 1. Size: Amperage ( 600 ) Fuses ( ) Breakers ( X ) 2. Phase: Three Phase ( X ) Single Phase ( ) 3. Condition: Good ( X ) Fair ( ) Needs Repair ( ) Comments: Mix of old and new gear. All equipment is in good condition and no exposed nor missing cot I !poi ier 2. METER AND ELECTRIC ROOM 1. Clearances: Good ( Fair ( x ) Requires Correction - -- Comments: Disconnect in northeast comer needs work. 3'-0" forward clearance must be maintained. Correct issue;-re inspection required. Existing condition in compliance with NEC at time of construction. Status revised from "RC" to "FAIR". 3. GUTTERS Location: Good ( X ) Requires Repair ( Taps and Fill: Good ( X ) Requires Repair ( Comments: 4. ELECTRICAL PANELS Location: Good ( X ) Needs Repair ( 1. Panel #( D Good ( X ) Needs Repair ( 2. Panel #( Ac1 ) Good ( x ) Needs Repair ( 3. Panel #( Ac2 ) Good 4. Panel #( A Good 5. Panel #( AC ) ( X ) Needs Repair ( ( X ) Needs Repair Good ( X ) Needs Repair Comments: All panels to have schedule, older panel on second floor missing schedule. 5. BRANCH CIRCUITS: 1. Identified: 2. Conductors: Yes ( X ) Must be identified Good ( X ) Deteriorated Must be replaced ( Comments: 1. Ensure all panels have accurate load schedule. ---2:-Buritdirtg1igtrting-exterfar-grourfixtura t.) be secured for 1 5OMPH wrnd Joad and conduits and raceway to be repaired. 3. Support raceway on CU-1 on roof. 4. Repair wiring to EF-1 on roof. 5. Repair sign wiring at roof. Re inspection finding indicate all listed items have been addressed. Status revised from "MBI" and "MBR" to "YES" and "GOOD". 6. GROUNDING SERVICE: Good ( X ) Repairs Required Comments: None, 7. GROUNDING OF EQUIPMENT: Comments: None. Good ( X ) Repairs Required 8. SERVICE CONDUITS/RACEWAYS: Good ( X ) Repairs Required Comments: None. 9. SERVICE CONDUCTOR AND CABLES: Good ( X ) Repairs Required Comments: None. 10. TYPES OF WIRING METHODS: Conduit Raceways: Good ( X ) Repairs Required Conduit PVC: Good ( X ) Repairs Required NM Cable: Good ( X ) Repairs Required BX Cable: Good ( X ) Repairs Required 11. FEEDER CONDUCTORS: Good ( X ) Repairs Required ( ) Comments: None. 12. EMERGENCY LIGHTING: Good ( X ) Repairs Required Comments: Missing EM lighting in lobby and entry. Check building wide layout and ensure compliance and coverage. Check-alftratterypowereft fixtures, found a number that ere not working. Re inspection required. Re inspection found all fixtures in working order. Status revised from "RR" to "GOOD ". 13. BUILDING EGRESS ILLUMINATION: Good ( X ) Repairs Required Comments: None. 14. FIRE ALARM SYSTEM: Good ( X ) Repairs Required ) Comments: None. 15. SMOKE DETECTORS: Comments: None. 16. EXIT LIGHTS: Good ( X ) Repairs Required ) Good ( X Repairs Required ) Comments: Check all battery operated devices. Re-inspection found devices in working order. Status revised from "RR" to "GOOD". 17. EMERGENCY GENERATOR: Comments: Non operational. Good ( X ) Repairs Required ) System abandoned in place, not used for egress lighting. 18. WIRING IN OPEN OR UNDER COVER PARKING GARAGE AREAS: Require Additional Good ( X ) Repairs Required Comments: Fixtures are old and frames show sign of age. 19. OPEN OR UNDERCOVER PARKING GARAGE AREAS AND EGRESS ILLUMINATION: Require Additional Comments: None. Good ( X ) 20. SWIMMING POOL WIRING: Comments: N / A Good Repairs Required Repairs Required 21. WIRING TO MECHANICAL EQUIPMENT: Good Repairs Required I Comments: EF-1 repair flex conduit, open conduits at AHU-2, RTU-1 secure flex. Re inspection indicates that issue has been resolved. Status revised from "RR" to "GOOD". 22. ADDITIONAL COMMENTS: Lightning protection needs repair. RTU -1 needs conduit properly supported. Install proper junction Porr 40Y- . . west sides. Remove combustible items from AHU -2 plenum. 75 kw gas generator not in use. Test all battery backed egress fixtures. Move customer service sign in lobby - obstructs egress fixture. Need yJights in lohhy Full review egressfixtur locations required_Cleara_n.ce_ problems in electrical room. Combustible in electrical room and air handling plenum. Panels need - schedule Emergencrsystem-- inoperable : —L-ow- voltage- wiring -in ceding- needs - support - Exterior -- ground mounted Tight junction boxes need repair and support. Re inspection indicated that all electrical concerns have been addressed. Report status revised from "Unapproved" to "Approved ". SD:rs:vc: mb:js :rtcl :8 /5 /2011:40yrtrackingsystem OXIOS ARCHITECTS, P.A. /115 WEST 3RD COURT, MIAMI BEACH, FLORIDA 33139 AA- 26000614 /305.532.2329 / FAX 305.534.0541 February 27, 2012 Miami Dade County Building Official Miami Dade County Building Department Permitting & Inspection Center 11805 S.W 26th Street, Room 149 Miami, FL 3175 -2474 Attention: Billing & Collection Supervisor Re: 40 Year Structural Recertification Bank of America - 9475 N.E. 2nd Avenue, Miami Shores, FL Folio Number - 11- 3206-013 -3760 Building Official: Enclosed pease find a signed and sealed copy of our report recertifying the above referenced property. The structi re was found to be in good condition. The property has been found structurally safe for its specified use and continued occupancy under Section 8 -11(1) of the Building Code. The items addressed in this report indicate the current status of the subject property at the time of the inspection. These items are not considered all inclusive, but represent Oxios Architect, P.A.'s professional opinion based on its experience and knowledge and on its visual " spection of the exposed conditions to the extent reasonably possible within the agreed up n scope of work. As a routine matter, and in order to avoid any possible misunders dings, nothing in this report should be construed directly or indirectly as a guarantee or any portion of the structure. The insp on and report have been performed in accordance with the Building Code and with the R commended Minimum Inspection Procedural Guidelines for Building Recertification. Please do not hesitate to contact me if you have questions or comments. Respectfully submitted, Oxios Architect, P.A, Gib Oxios, AIA President GO/ Cc: Manuel Zaiac Member American Institute of Architects BUILDING & NEIGHBORHOOD COMPLIANCE DEPARTMENT MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING STRUCTURAL RECERTIFICATION INSPECTION COMMENCED Date: February 16, 2012 INSPECTION COMPLETED Dam February 24, 2012 1. DESCRIPTION OF STRUCTURE INSPECTION MADE/ SIGNATURE: f1V w: Gib Oxios PRINT NAME: Gib arm TITLE: President ADDRESS: 115 West 3rd Court Miami Beach, FL 33139 a. Name on Title: Bank of America b. Street Address: 9475 N.E. 2nd Avenue, Miami Shores, FL 33138 c. Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 Lots 13 thru 17 INC BLK 28 d. Owner's Name: Bank of America, NA e. Owner's Mailing Address: 13510 Baliantyne Corp Place, Charlotte - NC 28277 f. Folio Number of Property on which Building is Located: 11- 3206 - 013 -3760 g. Building Code Occupancy Classification: Business Group B: Commercial (medium density) h. Present Use: Office Building 1 General Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comments: This is a 2 -story CMU building with reinforced concrete exterior wall system of columns & beams; reinforced concrete slab & joist floor & roof structure; exterior wall faced with red brick & stucco. Additions to original structure: A 2 -story, concrete framed, CMU addition was constructed to the east of the original brick-clad building. Its structural system is similar to the original building. Exterior walls are stucco. 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) None noted. The structural condition of the overall building is very good. c. Surface conditions — describe general conditions of finishes, noting cracking, spalling, peeling, signs of moisture penetration & stains. The surface conditions are good with no spelling, peeling or signs of moisture penetration. Areas noted below are general maintenance items which should be addressed in the building's maintenance schedule. 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 in width; WIDE if over 2 mm. Several hairline cracks at exterior wall were noted. Can be attended to as part of bldg maintenance. e. General extent of deterioration - cracking or spiting of concrete or masonry; oxidation of metals; rot or borer attack in wood. There is minor deterioration on 2 faces of clock tower requires patchwork at this time. Brick mortar joints of chimney at south wall require patchwork and re- pointing to avoid future water intrusion. f. Previous patching or repairs Evidence of previous minor patching at clock tower & drive -thru teller cfg. g. Nature of present loading indicate residential, commercial, other estimate magnitude. First and second floor are used only for commercial and business occupancy. 3. INSPECTIONS a. Date of notice of required inspection January 10, 2012 b. Date(s) of actual inspection February 16 & 24, 2012 c. Name and qualifications of individual submitting inspection report Ovidio (Gib) Oxios, Architect - License AR0008986 d. Description of any laboratory or other formal testing, if required, rather than manual or visual procedures Not required e. Structural repair -note appropriate line: 1. None required )O(X 2. Required (describe and indicate acceptance) 4. SUPPORTING DATA a. sheet written data b. -- photographs -° °°' c. "°° drawings or sketches: 5. MASONRY BEARING WALL = Indicate good, fair, poor on appropriate lines: a. Concrete masonry units Good condition b. Clay tile or terra cota units N/A c. Reinforced concrete tie columns Good condition d. Reinforced concrete tie beams Good condition e. lintel Good condition f. Other type bond beams N/A g. Masonry finishes - exterior 1. Stucco Good 2. Veneer N/A 3. Paint only Good 4.Other(describe) N/A h. Masonry finishes - interior 1. Vapor barrier Good 2. Purring and plaster Good 3. Paneling N/A 4. Paint only Good 5. Other (describe) Brick at chimney at south wall requires re- pointing at this time. i. Cracks: Several hairline cracks at exterior wall were noted. Can be attended to as part of bldg maib 1. Location - note beams, columns, other Ceiling of drive -thru- teller wing at southeast comer. 2. Description 2 previously repaired cracks require re- patching & finishing. Reconfirm stability. j. Spalling: None 1. Location - note beams, columns, other Ceiling of drive -thru teller wing at southeast comer. 2. Description k. Rebar corrosion -check appropriate line: 1. None visible )OO( 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: N/A 1. No. XXX 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. Sloped concrete shingle roof drains to roof gutter & downspout system and is in good condition. Bituminous built-up membrane roofing slopes to internal roof drains and is in good condition, 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of support Existing roof mounted equipment support frames and roof mounts are in good condition. 3. Note types of drains and scuppers and condition: Roof gutter /downspout system and roof drains are clean and in good condition. b. Floor system(s) 1. Describe (type of system framing, material, spans, condition) 1st Floor - Concrete slab on grade in good condition. 2nd Floor - Reinforced concrete slab and joist system 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. Roof structure viewed from below through ceiling access panel. 2nd Floor viewed from below through acoustical ceiling 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 spelling, 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 Ground floor slab, reinforced concrete slab and joists at second floor and roof. b. Cracking 1. Not significant XXX 2. Location and description of members affected and type cracking c. General condition Good condition d. Reber corrosion - check appropriate line: 1. None visible XXX 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. XXX 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) AtumS/H b. Anchorage - type & condition of fasteners and latches: Not visible. c. Sealant - type of condition of perimeter sealant & at mullions: perimeter caulking at windows. d. Interiors seals - type & condition at operable vents: Good e. General condition: Windows appear in good condition. 10. WOOD FRAMING a. Type - fully describe if mill construction, fight construction, major spans, trusses; All wood in good condition. b. Note metal fitting i.e., angles, plates, bolts, split pintles, pintles, other, and note condition: Good condition c. Joints - note if well fitted and still cued: Good condition. d. Drainage - note accumulations of moisture: Signs of moisture not evident. e. Ventilation -note any concealed spaces not ventilated: None f. Note any concealed spaces opened for inspection: sofnhnat .