HomeMy WebLinkAboutSubmittal-Amy Boulris-Minimum Inspection Procedural GuidelinesMIAMI•DADE
COUNTY
Submitted into the public
record for items) PZ.7
on 02/25/2016, City Clerk
REGULATORY AND ECONOMIC RESOURCES
DEPARTMENT
MINIMUM INSPECTION PROCEDURAL GUIDELINES
FOR BUILDING STRUCTURAL RECERTIFICATION
INSPECTION COMMENCED
Date• 02/19/2015
INSPECTION COMPLETED
Date: 02/19/2015
G. BATISTA
(St ASSOCIATES
INSPECTION MADE BY: Greg Batista
SIGNATURE:
PRINT NAME• Greg Batista
TITLE• President
ADDRESS. 10400 Griffin Rd. STE 201
Cooper City, FL 33328
010
1. DESCRIPTION OF STRUCTURE
a. Name on Title: Diocese of Newton for the Melkites in the USA, INC.
b.StreetAddress:1501 Brickell Ave, Miami FL 33129 (Church Building)
c. Legal Description: GIFFORD & HIGHLEYMAN PB 3-38 PORT OF LOTS 1 THRU 5 & PORT OF LOT 3
d. Owner's Name: Diocese of Newton for the Melkites in the USA, INC.
e. Owner's Mailing Address: 1501 Brickell Ave, Miami FL 33129
f. Folio Number of Property on which Building is Located:01-41 39-002-001 1
g. Building Code Occupancy Classification:/-3
h. Present Use: Religious
i. General Description:
1 story, CBS building. Foundation is a concrete slab on grade. the building does not contain a crawl
space.
Addition Comments:
.016
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Submitted into the public
record for item(s)-PZ-7 --
on 02/25/2016,.City_Cl.erk_.,
j. Additions to original structure:
NONE
2. PRESENT CONDITION OF STRUCTURE
a. General alignment (Note: good, fair, poor, explain if significant)
1. Bulging GOOD
2. Settlement GOOD
3. Deflections GOOD
4. Expansion GOOD
5. Contraction GOOD
b. Portion showing distress (Note, beams, columns, structural walls, floor, roofs, other)
THE GENERAL CONDITION OF THE STRUCTURE IS SATISFACTORY.
c. Surface conditions —describe general conditions of finishes, noting cracking, spalling, peeling, signs of moisture
penetration and stains.
SURFACE CONDITIONS ARE ACCEPTABLE.
d. Cracks — note location in significant members. Identify crack size as HAIRLINE if barely discernible; FINE if less than 1.
mm in width; MEDIUM if between 1 and 2 mm width; WIDE if over 2 mm.
NO CRACKS WERE NOTED.
01
e. General extent of deterioration — cracking or spalling of concrete or masonry, oxidation of metals; rot or borer attack
in wood.
GENERAL EXTENT OF DETERIORATION IS SATISFACTORY
f. Previous patching or repairs
None
g. Nature of present loading indicate residential, commercial, other estimate magnitude.
COMMERCIAL
3. INSPECTIONS
a.
Date of notice of required inspection 02/09/2016
b.
Date(s) of actual inspection 02/19/2016
c.
Name and qualifications of individualsubmitting report: GREG BATISTA, PE 52349
d.
Description of laboratory or other formal testing, if required, rather than manual or visual procedures
NONE
e.
Structural repair -note appropriate line:
1.
None requiredX•
2.
Required (describe and indicate acceptance) None
4. SUPPORTING DATA
a NONE
sheet written data
b. NONE photographs
c NONE drawings or sketches
Submitted into the public
record for item(s) PZ.7
on 02/25/2016, City Clerk
2016
Submitted into the public
record for item(s) PZ.7
V1I
5. MASONRY BEARING WALL = Indicate good, fair, poor on appropriate lines:
Van /-L..,'LV iV,-t.I Lr-a..IC
a. Concrete masonry units GOOD
b. Clay tile or terra cota units NONE
c. Reinforced concrete tie columns GOOD
d. Reinforced concrete tie beams GOOD
•
e. Lintel GOOD
f. Other type bond beams GOOD
g. Masonry finishes -exterior
1. Stucco FAIR
2. Veneer FAIR
3. Paint only FAIR
4. Other (describe)
h. Masonry finishes - interior
1. Vapor barrier None
2. Furring and plaster None
3. Paneling None
4. Paint only None
5. Other (describe)
i. Cracks
1. Location — note beams, columns, other NONE NOTED
2. Description
j. Spalling
1. Location — note beams, columns, other NONE NOTED
2. Description
k. Rebar corrosion -check appropriate line
1. None visible X
2. Minor -patching will suffice None
3. Significant -but patching will suffice None
rk
Submitted into the public
record for items) PZ.7
4. Significant -structural repairs required
on 02/25/2016, City Cie!
I. Samples chipped out for examination in spall areas:
1. NoX
2. Yes —describe color, texture, aggregate, general quality
None
6. FLOOR AND ROOF SYSTEM
a. Roof
1. Describe (flat, slope, type roofing, type roof deck, condition)
SLOPED ROOF IS COMPOSED OF WOOD TRUSSES. THEY ARE IN GOOD CONDITION.
2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of
support:
NO EQUIPMENT IS LOCATED ON ROOF.
3. Note types of drains and scuppers and condition:
RAIN WATER DRAINGS THROUGH ROOF EDGE TO THE GROUND. NO GUTTER/LEADER SYSTEM NOTEL
b. Floor system(s)
1. Describe (type of system framing, material, spans, condition)
FLOOR SYSTEM IS CONCRETE SLAB ON GRADE
ELEVATED SECOND & THIRD FLOOR SYSTEM IS CONCRETE SLAB ON PRECAST CONCRETE BEAMS.
THEY ARE 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.
ALL AREAS WERE AVAILABLE FOR INSPECTION.
7. STEEL FRAMING SYSTEM
a. Description
None
16
Submitted into the public
record for item(s) PZ.7
on-ul%LY Z/ ulo,-cIty.LIerK—
b. Exposed Steel- describe condition of paint and degree of corrosion
None
c. Concrete or other fireproofing— note any cracking or spalling and note where any covering was removed for
inspection
NO FIREPROOFING WAS NOTED.
d. Elevator sheave beams and connections, and machine floor beams — note condition:
NONE NOTED.
8. CONCRETE FRAMING SYSTEM
a. Full description of structural system CONCRETE BLOCK STRUCTURE WITH CONCRETE COLUMNS & BEAMS.
CONCRETE SLAB ON GRADE.
b. Cracking
1. Not significant X
2. Location and description of members affected and type cracking None
c. General condition ACCEPTABLE CONDITION.
d. Rebar corrosion — check appropriate line
1. None visible X
2. Location and description of members affected and type cracking None
3. Significant but patching will suffice None i
4. Significant —structural repairs required (describe) None
e. Samples chipped out in spall areas:
1. NoX EB
2016
2. Yes, describe color, texture, aggregate, general quality: None
Submitted into the public
record for item(s) PZ.7
on 02/25/2016, City Clerk
9. WINDOWS
a. Type (Wood, steel, aluminum, jalousie, single hung, double hung, casement, awning, pivoted, fixed, other)
ALUMINUM FIXED WINDOWS.
b. Anchorage- type and condition of fasteners and Iatches TAPCONS IN ACCEPTABLE CONDITIONS.
c. Sealant -type of condition of perimeter sealant and at mullions: SATISFACTORY CONDITIONS.
d. Interiors seals —type and condition at operable vents ACCEPTABLE CONDITION
e. General condition: ACCEPTABLE
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, other, and note condition:
None
c. Joints — note if well fitted and still closed: None
d. Drainage— note accumulations of moisture None
e. Ventilation — note any concealed spaces not ventilated: NATURAL VENTILATION
f. Note any concealed spaces opened for inspection: ALL SPACED WERE OPENED FOR INSPECTIONS.
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M IAM NDIADE
COUNTY
Submitted into the public
record for item(s) PZ.7
on 02/25/2016, City Clerk
DEPARTMENT OF REGULATORY
AND ECONOMIC RESOURCES
MINIMUM INSPECTION PROCEDURAL GUIDELINES
FOR BUILDING ELECTRICAL RECERTIFICATION
INSPECTION COMMENCED
Date: 02/19/2016
INSPECTION COMPLETED
Date• 02/19/2016
DESCRIPTION OF STRUCTURE
INSPECTION MADE BY: GREG BATISTA, PE
SIGNATURE:
PRINT NAME: GREG BATISTA, PE #52349 r
016
TITLE' PRESIDENT
G. BATISTA ADDRESS' 10400 GRIFFIN ROAD. SUITE# 201
& ASSOCIATES COOPER CITY. FL 33328
a. Name on Title: Diocese of Newton for the Melkites in the USA, INC.
b. Street Address: 1501 Brickell Ave, Miami FL 33129 (Church Building)
c. Legal Description: GIFFORD & HIGHLEYMAN PB 3-38 PORT OF LOTS 1 THRU 5 & PORT OF LOT 3
d. Owners Name: Diocese of Newton for the Melkites in the USA, INC.
e. Owners Mailing Address: 1501 Brickell Ave, Miami FL 33129
f. Folio Number of Property on which Building is Located: 01-4139-002-0011
g• Building Code Occupancy Classification: A-3
h. Present Use: Religious
i. General Description, Type of Construction, Size, Number of Stories, and Special Features
Additional Comments:
1 story, CBS building. Foundation is a concrete slab on grade. the building does not contain a crawl
space.
'1-
Submitted into the public
record for item(s) PZ.7
on 02/25/2016, City Clerk
GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL
SYSTEMS OF FORTY (40) YEAR STRUCTURES
: ELE,CTRIC SERVICE.
•
. Size: Amperage (2) (225A) Fuses ( ) Breakers ( X )
. Phase: Three Phase ( ) Single Phase ( X )
. Condition: Good (X ) Fair ( ) Needs Repair ( )
Comments:
!-,METER AND' ELECTRIC ROOM
. Clearances:
Good (X ) Fair ( ) Requires Correction ( )
Comments: Electrical meters & main are located at the exterior south west corner of the church.
I hey are exposed to the elements. 1 hey are in good condif on.
Location:
Taps and Fill:
Good
Good
(X
(X
Requires Repair (
Requires Repair (
Comments: None
4: ELECTRICAL PANELS
Location:
Good ( ) Needs Repair ( )
Submitted into the public
record for item(s) PZ.7
on 02/25/2016, City Clerk
1. Panel #( )
Good ( ) Needs Repair ( )
2. Panel #( )
Good ( ) Needs Repair ( )
3. Panel #( )
Good ( ) Needs Repair ( )
14. Panel #( )
Good ( ) Needs Repair ( )
15. Panel #(
Good
) Needs Repair
Comments: There is an interior eletrical panel. It is in good condition.
5. BRANCH CIRCUITS:
. Identified: Yes
2. Conductors: Good
Must be identified (
Deteriorated
(
) Must be replaced
Comments:
Good
(x
Submitted into the public
record for item(s) PZ.7
• ,
on 02/25/2016, City Clerk
Repairs Required
Comments:
Good (X )
Repairs Required
(
Comments:
•
'4' :r •
•; Z. '
Good (X Repairs Required
Comments:
Good (X )
Repairs Required
(
Comments:
14.' .;FIRE 'ALARM'SYSTEM:
Good (X )
Submitted into the public
record for item(s) PZ.7
on 02 25 2016 City Clerk
Repairs Required ( )
Comments:
;15:'_ SMOKE`DETECTORS:
Good (X ) Repairs Required
Comments:
Good
(X
Repairs Required
Comments:
Good
Repairs Required
Comments: No emergency generator was noted.
18:=WIRING,IN',OPEN:OR,.UNDER:COVER'PARKING GARAGE'AREAS:
Require Additional
Submitted into the public
record for item(s) PZ.7
on 02/25/2016, City Clerk
Good ( X ) Repairs Required ( )
Comments:
19:OPENOR'0DERCOVER PARKING GARAGE AREAS AND EGRESS ILLUMINATION:
Require Additional
Good (X )
Repairs Required
Comments:
20 SWIMMING`POOLVIIIRING:;
t,.���,;:
Good
Repairs Required
Comments: No swimming pool was noted.
21.-WIRING TO MECHANICAL EQUIPMENT:;
Good
(X )
Repairs Required
Comments:
•
22ADDITIONALCOMMENTS:..
Submitted into the public
record for item(s) PZ.7
on 02/25%2016;City Clerk
NONE
SD:rs:vc:mb:Js:rtc1:8/5/2011:40yrtraddngsystem
FEB 2 2 2016
Submitted into the public
record for item(s) PZ.7
on 02/25/2016, City Clerk
CERTIFICATION OF COMPLIANCE WITH PARKING LOT ILLUMINATION
STANDARDS IN CHAPTER 8C OF THE CODE OF MIAMI-DADE COUNTY
Date: 02/21 /15
RE: Case No.:
Property Address: 1501 Brickell Ave, Miami FL 33129 (Church)
Building Description: 1 story. CBS building. Foundation is a concrete slab on grade.
1. I am a Florida registered professional engineer or architect with an active license.
2. On FEBRUARY 21 st. 2015, at 9:00 pm, I measured the level of illumination in the
parking lot (s) serving the above referenced building.
3. Maximum 4_2 foot candle per SF, Minimum 1.2 foot candle per SF,
Minimum to Maximum ratio 28:1, foot candle 2_7 average per SF.
4. The level of illumination provided in the parking lot (s) meets the minimum standards for the
occupancy classification of the building as established in Section 8C-3 of the Code of
Miami -Dade County.
B 2 2 2016
Signature and Seal
of Architect or Engineer
_�'(0il Jt S oi..oti+'
Submitted into the public
record for item(s) PZ.7
on 02/25/2016, City Clerk
CERTIFICATION OF COMPLIANCE WITH PARKING LOT GUARDRAILS
REQUIREMENTS IN CHAPTER 8C OF THE CODE OF MIAMI-DADE COUNTY
DATE: 2/21/15
Re: Case No. Property
Address: Bldg. No.:1,
Sq.Ft.:7,814
1501 BRICKELL AVENUE, MIAMI FL 33129
Building Description: 1 story, CBS building. Foundation is a concrete slab on grade.
The undersigned states the following:
I am a Florida registered professional engineer or architect with an active license. On August 11t. 2015 I
inspected the parking lots servicing the above referenced building for compliance with Section 8C-6 and
determined the following (check only one):
X The parking lot(s) is not adjacent to or abutting a canal, lake or other body of water.
r 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.
r
The parking lot(s) is adjacent to or abutting a canal, lake or other body of water and
parked vehicles are not protected by a guardrail that complies with Section 8C-6 of
the Miami -Dade County Code. I have advised the property owner that he/she must
obtain a permit for the installation of the guardrail and obtain all required inspection
approvals to avoid enforcement action.
ES 2 2 2016
Signature and Seal
of Architect or Engineer
Gce�o oc r o �6
(Print Name)
La) k, •• It xcel en