complete structural sep2024 ANGELA BERNAL
ARCHITECTURE
RA 95382
September 24, 2024
Town of Medley
Building and Zoning Department
Town of Medley Building Official
Atte: Miguel Nunez
7777 NW 72 Avenue
Medley, FL
PROPERTY ADDRESS
9305 NW 101 ST
Medley, FL
FOLIO # 22-3004-009-0170
Owner: TA Medley Commerce Center LLC
I, Angela Bernal, Florida Registered Architect, have performed a Structural and
Electrical inspection of the commercial building referenced above in accordance with
Section 8-11(f) of the Code of Miami Dade County, between Dec 2023- August 2024, of
the Building located at 9305 NW 101 St and determined that the building is structurally
and electrically safe for its current use and occupancy.
The findings of my inspection are summarized in this written report that follows the
Minimum Inspection Procedural Guidelines for Building Recertification. This Report
does not preclude the building from subsequent inspections as deemed necessary by
the Building official.
As a routine matter in order to avoid possible misunderstandings , nothing in this report
should be construed directly 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.
Should you have any questions, or require additional information, please do not
hesitate to contact me.
Angela Bernal
Florida Registered Architect
AR95382
(305) 495-0718
abernal319@hotmail.com
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MINIMUM INSPECTION PROCEDURAL GUIDELINES
FOR BUILDING STRUCTURAL RECERTIFICATION
REGULATORY AND ECONOMIC RESOURCES DEPARTMENT
11805 SW 26th Street, Miami, Florida 33175
786-315-2000
Miamidade.gov/building
CASE REFERENCE NUMBER:
JURISDICTION NAME:
LICENSEE NAME:
TITLE:
ADDRESS:
SIGNATURE:
*Use separate sheets for additional responses by referencing the report number.
1.DESCRIPTION OF BUILDING
a.Name on Title:
b.Building Street Address:Bldg. #:
c.Legal Description:Attached: ☐
d.Owner’s Name:
e.Owner’s Mailing Address:
f.Folio Number of Property on which Building is Located:
g.Building Code Occupancy Classification:
h.Present Use:
i. General Description of building (overall description, structural systems, special features):
j.Number of Stories:k.Is this a Threshold Building as per 553.71(12) F.S. (Yes/No):
l.Provide an aerial of the property identifying the building being certified on a separate sheet. Attached: ☐
m.Additional Comments:
ANGELA BERNAL
FLORIDA REGISTERED ARCHITECT
9500 PALMETTO CLUB LN E
MIAMI FL 33157
PBR22-0053
TOWN OF MEDLEY
TA MEDLEY COMMERCE CENTER
9305-9395 NW 101 ST k
LOTS 15-21 BLOCK 1 OF MEDLEY COM AND IND CENT PB121-98
TA MEDLEY COMMERCE CENTER
1 FEDERAL STREET 17 FL BOSTON MA 02110
22-3004-009-0170
Light Manufactering
Manufactering/storage
One story, 102,382 sq ft building, prefabricated Double "T" exterior walls, on a spread footing
foundation with prefabricated double "t" Rooofing system, and TPO roofing membrane.
1 No
✔
None
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n.Additions to original structure:
o.Total Actual Building Area of all floors:S.F.
2.INSPECTIONS
a.Date of Notice of Required Inspection:
b.Date(s) of actual inspection:
c.Name. license number, discipline of practice, and qualifications of licensee submitting report:
d.Description of laboratory or other formal testing, if required, rather than manual or visual procedures:
e.Are Any Structural Repairs Required? (YES/NO):
1.If required, describe, and indicate acceptance:
f. Can the building continue to be occupied while recertification and repairs are ongoing? (YES/NO):
1.Explanation/Conditions:
g.Is it recommended that the building be vacated? (YES/NO):
h.Has the property record been researched for violations or unsafe cases? (YES/NO):
1.Explanation/Comments:
None
102,382
6/28/2023
12/5/2023-2/13/2023
Angela Bernal, RA95382, Architect, Florida registered.
Visual Procedures Only
No
N/A
Yes
No
Yes
No violation were found in town of medley or Miami Dade county code compliance.
BORA Approved – Revised November 18, 2021 Page 3 of 13 04ͬ22Zϭ͘ϭ
3.SUPPORTING DATA
a. Additional sheets of written data
b. Photographs provided (where required plus each building elevation)
c. Drawings or sketches (aerial, site, footprint, etc.)
d. Test reports
4.FOUNDATION
a.Describe the building foundation:
b.Is wood in contact or near soil? (Yes/No):
c.Signs of differential settlement? (Yes/No):
d.Describe any cracks or separation in the walls, columns, or beams that signal differential
settlement:
e.Is water drained away from the foundation? (Yes/No):
f.Is there additional sub-soil investigation required? (Yes/No):
1.Describe:
5.PRESENT CONDITION OF OVERALL STRUCTURE
a. General alignment: (Note: good, fair, poor, explain if significant)
1.Bulging:
2.Settlement:
3.Deflections:
4.Expansion:
5.Contraction:
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0
59 struct pictures
1
InfraRed electrical report
Concrete Spread Footing Foundation
No
No
None Visible
Yes
No
N/A
Good
Good
Good
Good
Good
BORA Approved – Revised November 18, 2021 Page 4 of 13 04ͬ22Zϭ͘ϭ
b.Portion showing distress: (Note, beams, columns, structural walls, floor, roofs, other)
c.Surface conditions: Describe general conditions of finishes, cracking, spalling, peeling,
signs of moisture penetration and stains.
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.
e.General extent of deterioration: Cracking or spalling of concrete or masonry, oxidation of metals;
rot or borer attack in wood.
f.Previous patching or repairs (Provide description and identify location):
g.Nature of present loading: (Indicate residential, commercial, storage, other - estimate magnitude for each level)
h.Signs of overloading? (Yes/No):
1.Describe:
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No distress visible
Surfaces are in good condition, Minimal Cracking, not significant, as expected in a structure of this
age.
Floor Slab Medium
None visible
None Observed
Main level Concrete Slab As observed at moment of inspection, LL250LB per Square feet uniform
load.
No
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6.MASONRY BEARING WALL: (Indicate good, fair, poor on appropriate lines)
a. Concrete masonry units:
b.Clay tile or terra cota units:
c.Reinforced concrete tie columns:
d.Reinforced concrete tie beams:
e. Lintel:
f.Other type bond beams:
g.Exterior masonry finishes (choose those that apply):
1.Stucco:
2.Veneer:
3.Paint only:
4.Other (describe):
h.Interior masonry finishes (choose those that apply):
1.Vapor barrier:
2.Furring and plaster:
3.Paneling:
4.Paint only:
5.Other (describe):
i. Cracks:
1.Location (note beams, columns, other):
2.Description:
j.Spalling
1.Location (note beams, columns, other):
2.Description:
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N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
walls and floor slab
Minimal, none significant see pictures
None observed
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k.Rebar corrosion (indicate on lines 1-4):
1.None visible:
2.Minor (patching will suffice):
3.Significant (but patching will suffice):
4.Significant (structural repairs required)
l. Samples chipped out for examination in spalled areas (Yes/No):
1.Yes – describe color, texture, aggregate, general quality:
7.FLOOR AND ROOF SYSTEM
a.Roof (Must provide)
1.Describe (roof shape, type roof covering, type roof deck, framing system, condition):
2.Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment
and condition of supports:
3.Describe roof drainage system, main and overflow, and indicate condition:
4.Describe parapet build and current conditions:
5.Describe mansard build and current conditions:
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✔
N/A
N/A
No
CONCRETE TWIN "T" ROOFING SYSTEM AND TPO MEMBRANE IN GOOD CONDITION
A/C UNITS SUPPORTS IN GOOD CONDITION
SCUPPERS IN GOOD CONDITION
LOW PARAPET IN GOOD CONDITION
N/A
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6.Describe roofing membrane/covering and current conditions:
7.Describe any roof framing member with obvious overloading, overstress, deterioration
or excessive deflection:
8.Note any expansion joints and condition:
b.Floor system(s):
1.Describe the floor system at each level, framing, material, typical spans and indicate
condition:
2.Balconies: Indicate location, framing system, material, and condition:
3.Stairs and escalators: indicate location, framing system, material, and condition:
4.Ramps: indicate location, framing type, material, and condition:
5.Guardrails: describe type, material, and 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.
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TPO MEMBRANE IN GOOD CONDITION
NONE VISIBLE
EXPANSION JOINTS IN GOOD CONDITION
SLAB ON GRADE
N/A
CONCRETE STAIR AND STEEL STAIR IN GOOD CONDITION
CONCRETE RAMPS IN FAIR CONDITION
STEEL AND ALUMINUM RAILS IN GOOD CONDITION
WAREHOUSE AREA WITH EXPOSED ROOF SYSTEM
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8.STEEL FRAMING SYSTEM
a. Description of system at each level:
b.Steel members: describe condition of paint and degree of corrosion:
c.Steel connections: describe type and condition:
d.Concrete or other fireproofing: note any cracking or spalling of encased member and note
where any covering was removed for inspection:
e.Identify any steel framing member with obvious overloading, overstress, deterioration, or
excessive deflection (provide location):
f.Elevator sheave beams and connections, and machine floor beams: note condition:
9.CONCRETE FRAMING SYSTEM
a.Full description of concrete structural framing system:
b.Cracking
1.Significant or Not significant:
2.Location and description of members affected and type cracking:
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MEZZANINE
COLUMNS BEAMS IN GOOD CONDITION
BOLTED IN GOOD CONDITION
N/A
NONE VISIBLE
N/A
TWIN "T" SYSTEM IN EXTERIOR WALL AND ROOF WITH TWO ROWS OF COLUMNS IN THE
RUN OF THE SPAN.
None visible
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c.General condition
d. Rebar corrosion – check appropriate line
1.None 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 spall areas:
1.No: ☐
2.Yes, describe color, texture, aggregate, general quality:
f.Identify any concrete framing member with obvious overloading, overstress, deterioration,
or excessive deflection:
10.WINDOWS, STOREFRONTS, CURTAINWALLS AND EXTERIOR DOORS
a.Windows/Storefronts/Curtainwalls
1.Type (Wood, steel, aluminum, vinyl, jalousie, single hung, double hung, casement, awning,
pivoted, fixed, other):
2.Anchorage: type and condition of fasteners and latches:
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Good Condition
✔
N/A
N/A
N/A
✔
NONE VISIBLE
Aluminum windows, fixed in good condition
Tapcons, good condition
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3.Sealant: type and condition of perimeter sealant and at mullions:
4.Interiors seals: type and condition at operable vents:
5.General condition:
6.Describe any repairs needed:
b.Structural Glazing on the exterior envelope of Threshold Buildings (Yes/No):
1.Previous Inspection Date:
2.Description of Curtain Wall Structural Glazing and adhesive sealant:
3.Describe Condition of System:
c.Exterior Doors
1.Type (Wood, Steel, Aluminum, Sliding Glass Door, other):
2.Anchorage: type and condition of fasteners and latches:
3.Sealant: type and condition of sealant:
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good condition
n/a, not operable vents
Good Condition
None
No
n/a
N/A
ALUMINUM AND GLASS DOORS IN THE FRONT IN GOOD CONDITION AND STEEEL DOORS IN
THE REAR IN FAIR CONDITION.
Tapcons, good condition
CAULKING GOOD CONDITION
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4.General condition:
5.Describe any repairs needed:
11.WOOD FRAMING
a.Fully describe wood framing system:
b.Indicate the condition of the following:
1.Walls:
2.Floors:
3.Roof member, roof trusses:
c.Note metal connectors (i.e., angles, plates, bolts, split pintles, other, and note condition):
d.Joints: note if well fitted and still closed:
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ALUMINUM AND GLASS DOORS IN THE FRONT IN GOOD CONDITION AND STEEEL DOORS IN
THE REAR IN FAIR CONDITION.
NONE
OFFICE AREA WOOD FRAMING
GOOD
N/A
N/A
N/A
WELLL FITTED AND STILL CLOSED
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e.Drainage: note accumulations of moisture
f.Ventilation: note any concealed spaces not ventilated:
g.Note any concealed spaces opened for inspection:
h.Identify any wood framing member with obvious overloading, overstress, deterioration,
or excessing deflection):
12.BUILDING FAÇADE INSPECTION (Threshold Buildings)
a.Identify and describe the exterior walls and appurtenances on all sides of the building. (Cladding type, corbels, precast
appliques, etc.)
b.Identify the attachment type of each appurtenance type (mechanically attached or adhered):
c.Indicate the condition of each appurtenance (distress, settlement, splitting, bulging, cracking, loosening of metal
anchors and supports, water entry, movement of lintel or shelf angles, or other defects):
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N/A
N/A
N/A
NONE VISIBLE
N/A
N/A
N/A
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13.SPECIAL OR UNUSUAL FEATURES IN THE BUILDING
a.Identify and describe any special or unusual feature (i.e. cable suspended structures, tensile fabric roof, large
sculptures, chimneys, porte-cochere, retaining walls, seawalls, etc.)
b.Indicate condition of the special feature, its supports, and connections:
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N/A
Reset Form
9305 NW 101 ST. PBR22-0053 1
Elevations
North elevation
9305 NW 101 ST. PBR22-0053 2
South Elevation
9305 NW 101 ST. PBR22-0053 3
East elevation
West Elevation
9305 NW 101 ST. PBR22-0053 4
5. Overall Structure
Cracks
9305 NW 101 ST. PBR22-0053 5
7.a.Roof
7.a. Overall Roof
7.a. Overall Roof
9305 NW 101 ST. PBR22-0053 6
7.a.1. Framing
7.a.1. Framing
9305 NW 101 ST. PBR22-0053 7
7.a.1. Framing
7.a.1. Framing
9305 NW 101 ST. PBR22-0053 8
7.a.2. Equipment
7.a.2. Equipment
9305 NW 101 ST. PBR22-0053 9
7.a.2. Equipment
7.a. 2. Equipment
9305 NW 101 ST. PBR22-0053 10
7.a.3. Drainage
9305 NW 101 ST. PBR22-0053 11
7.a.4. Parapet
7.a.4. Parapet
9305 NW 101 ST. PBR22-0053 12
7.a.6. Membrane
7.a.6. Membrane
9305 NW 101 ST. PBR22-0053 13
7.a.8. Expansion Joint
7.a.8. Expansion Joint
9305 NW 101 ST. PBR22-0053 14
7.b. Floor Systems
7.b.1. Slab
7.b.1. Slab
9305 NW 101 ST. PBR22-0053 15
7.b.1. Slab
7.b.1. Slab
9305 NW 101 ST. PBR22-0053 16
7.b.3. Stairs
7.b.3. Stairs
9305 NW 101 ST. PBR22-0053 17
7.b.3. Stairs
7.b.3. Stairs
9305 NW 101 ST. PBR22-0053 18
7.b.3. Stairs
7.b.3. Stairs
9305 NW 101 ST. PBR22-0053 19
7.b.3. Stairs
7.b.3. Stairs
9305 NW 101 ST. PBR22-0053 20
7.b.3. Stairs
7.b.3. Stairs
9305 NW 101 ST. PBR22-0053 21
7.b.4. Ramps
7.b.4. Ramps
9305 NW 101 ST. PBR22-0053 22
7.b.4. Ramps
9305 NW 101 ST. PBR22-0053 23
8. Steel Framing
8. Steel Framing
8. Steel Framing
9305 NW 101 ST. PBR22-0053 24
8.b. Steel Members
9305 NW 101 ST. PBR22-0053 25
8.c. Steel Connections
8.c. Steel Connections
9305 NW 101 ST. PBR22-0053 26
9. Concrete Framing
9. Concrete Framing
9. Concrete Framing
9305 NW 101 ST. PBR22-0053 27
9. Concrete Framing
9. Concrete Framing
9305 NW 101 ST. PBR22-0053 28
9. Concrete Framing
9. Concrete Framing
9305 NW 101 ST. PBR22-0053 29
9. Concrete Framing
9. Concrete Framing
9305 NW 101 ST. PBR22-0053 30
10a. Windows
10. Windows and Doors
9305 NW 101 ST. PBR22-0053 31
10.c. Exterior doors
10.c. Exterior doors
9305 NW 101 ST. PBR22-0053 32
11. Wood framing