38368PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date ob Address //59 " i Tax Folio
Legal Description
Owner / Lessee / Tenant �,'Vtr:e.,5'> 7 Master Permit # M361?
Owner's Address / 9 7 4 1r: Phone "Yr° 3 7erer
Contracting Co. /45; � ;;%$- - A ddress a/ / / 44r
Qualifier / ' 76i sS� ' - �® - ,* 40 / 7
State # �e Municipal # Competency # Ins .Co
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BU DING ELECTRICAL
WORK DESCRIPTION „ /71/
Square Ft. Estimated Cost(value)
MECHANICAL ROOFING PAVIG FENCE SIGN
WARNING TO OWNER: ' '0U- =MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separatie
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will
be done in compl'a e with all applicable laws regulating construction and zoning. Furthermore, ;I
authori' e < dove ontractor to do the work stated.
41
Si s btu
Date: 6 116
APPROVED:
Zoning
Cow ant
My Comm Exp. 12/28/98
Bonded By Service Ins
Notary as to Owner b denieloertp.
My Commission Expires:
Buildin
Mechanical Plumbin
Signature of Contractor or Owner- Builder
Da
Notary as to Contractor or Owner- Builder
My Commiss ' n*+ -FYp+ res
** * * * * * * * *
,,J"
FEES: PERMIT RADON C.C.F.' - % NOTARY TOTAL DUE
Fire Other
,.. ARMANDO G. CUBAS
my COMMISSION # CC 449735
- : :L� .� '� , DiCIRES: A$ 1999 *
' , .°.•• Bonded Thru Notary t Underadters
Electrical
Engineering
Pv$ ♦pt! ?toy tin.
SECTION
SCALE
Y
1 1300 NE
1.
AO/
U
0 , to
' , q a
140 05EL /NL
10'
10 ,Q5 f As LlNE
: OEN
DATE
PO 4 75
SHEET
A.FE
Pee* 237 Rer11/70
Pi
Pi
O
SECTION
SCALE
DWG
Burp
N6 115 51
DATE
3
SHEET
J O
A FE
01
CRECR c .q so
• FOR P
... ._
<.. .u:
TOTAL
LESS _ %DISCOUNT
/ LESS
_-
TOTAL DEDUCTIONS
AMOUNT OP CHECK
_-
I,
08 58"'
PAY
TO THE
ORDER OF
[lame It
Bank
00 3 S613 71e 1:0 6 700 39135C_
C f I )
A t.,0 cf rite , A
6 t -4611-6,
STOBS BROS. CONSTRUCTION CO.
REGULAR ACCOUNT
580 N.E. 92ND STREET
M I A M I SHORES, F L 33138
May 2 19 9 5
Miami Shores Village
MOBS BROS. Nir
037.039
9190 Biscayne Boulevard
Miami Shores, Florida 33139
290
I $,
35687
DOLLARS
63- 398/670
38
300.00
May 1995
Barry University Lehman Building
1. Sewage:
Meets Concurrency
2. Water:
Meets Concurrency
4. Traffic
Meets Concurrency
MIAMI SHORES VILLAGE
CONCURRENCY REPORT
Lehman Building will generate 1,413 gpd based on 25,320 sf building area and
55.8 gal/1,000 sf.
County -wide treatment system is at 97.27% of 133,000,000 gpd capacity
Central Dade County sewer moratorium does not apply
Data from Metro -Dade Concurrency Information Center
Lehman Building will generate 1,648 gpd based on 25,320 sf building area and
65.1 gal/1,000 sf
County -wide supply and treatment at 76.01% of 403,000,000 gpd capacity
Data from Metro -Dade Concurrency Information Center
Meets Concurrency
3. Solid Waste:
Lehman Building will generate 253 lbs per day based on 25,320 building area and
10 lbs /1,000 sf
Maximum additional trips generated by Lehman Building: 49
Trips based on 25,320 sf and 1.94 peak hour vehicles/1,000 sf. 1.94 peak hour
trips /1,000 square feet estimated based on study conducted by Barton - Aschman
for other Barry University development reviewed in 1993. Trips assigned 1/3
north on N Miami Avenue, 1/3 south on N Miami Avenue and 1/3 west on 113
Street. Westbound trips assigned to 113 Street because no count station on 115
Street. Capacities at count stations based on LOS D set forth in Policy 1.1.1 of
TCE of MSVCP and on "Generalized Two -Way Peak Hour Volumes for Florida's
Urbanized Areas," Page F - of Florida's Level of Service Standards and
Guidelines Manual for Planning.
Count Station No. 9314 (N Miami Ave South of 119)
Capacity at Count Station 2,240
Existing Peak hour trips 1,397
Lehman Building trips 17
Remaining capacity at LOS D 826
Count Station No. 9312 (N Miami Ave North of 119)
Capacity at Count Station 2,240
Existing Peak hour trips 1,764
Lehman Building trips 17
Remaining capacity at LOS D 1459
Meets Concurrency
Count Station No. 9312 (N Miami Ave North of 119)
Capacity at Count Station 2,240
Existing Peak hour trips 2,219
Lehman Building trips 15
Remaining capacity at LOS D 6
Meets Concurrency
5. Recreation:
Not applicable
6. Drainage:
Review by Village staff. Concurrency met if DERM retention requirements are met.
P age. 1 of 1
METROPOLITAN DADE COUNTY, FLORIDA
METRODADE
Issued Date: 17 -MAY -1995
Expiration Date: 15 -AUG -1995
MR GEORGE R SEILER
RODRIGUEZ AND QUIRIGA ARCHITECTS
4440 PONCE DE LEON BLVD.
CORAL GABLES, FL 33146
Fax- Tel- 448 -7417
RE: Sewer System Treatment and Transmission Capacity Certification
Dear MR SEILER:
1131111111MMTVENEEEMIE
Project Name: BARRY UNIVERSITY NATIONAL CENTER
Project Location: 11300 NE 2 AVE MIAMI SHORES
Proposed Use: 24,000 SF CLASSROOM /OFFICE
Previous Flow: 0 GPD
Calculated Sewage Flow: 2400 GPD
Sewer Utility: PRIVATE
Receiving Pump Station: 99 -00050
ERM
ENVIRONMENTAL RESOURCES MANAGEMENT
WATER AND SEWER DIVISION
33 S.W. 2nd AVENUE
SUITE 500
MIAMI, FLORIDA 33130 -1540
_ (305) 372 -6500
The Dade County Department of Environmental Resources Management
(DERM) has received your application for approval of a sewer service
connection to serve the following project which is more specifically
described in the attached project summary.
DERM has evaluated your request in accordance with the terms and
conditions set forth in Paragraph 16 C of the First Partial Consent
Decree (CASE NO. 93 -1109 CIV- MORENO) between the United States of
America and Metropolitan Dade County. DERM hereby certifies that
adequate treatment and transmission capacity, as herein defined, is
available for the above described project.
Please be aware that this certification is subject to the terms and
conditions set forth in the Sewer Service Connection Affidavit filed
by the applicant, a copy of which is hereby attached. By copy of
this certification we are advising the appropiate building official
of our Department's determination.
Sincerely,
John W. Renfrow, P.E.
Director
Department of Environmental Resources Management
By:
L,
Vicente E. Arrebola, P.E.
Chief, Water & Sewer Division
Attachements (2)
cc: Building Official (w /Attachments)
Utility Official (w /Project Summary Attachment)
0'
Date: 05 -18 -1995 Page: 1
Applicant's Name: MR GEORGE R SEILER
Applicant's Address: 4440 PONCE DE LEON BLVD.
DERM Number: 1995 - 0518 - 1250 -3981
Project: BARRY UNIVERSITY NATIONAL CENTER
11300 NE 2 AVE
Proposed Use: 24,000 SF CLASSROOM /OFFICE
Pump Station: 99 -00050 Allocated flows:
Projected NAPOT: 1.26 (HR)
# Folio Lot Block Flow (GPD)
1 11- 2136- 000 -0050 2400
2400 (GPD)
• s
Whole Building Performance Method for Commercial Buildings Form 400A -94
OWNER:
AGENT:
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA /COM -94 Version 2.1A
PROJECT NAME_BARRY TRANSPOR. BLDG. PERMITTING OFFICE:
ADDRESS: _NE. MIAMI AVE & 115 ST Miami Shores Village
CLIMATE ZONE: 8
_BARRY UNIVERSITY PERMIT NO:
JURISDICTION NO: 232600
BUILDING TYPE: _Business (Office)
CONSTRUCTION CONDITION: New construction
DESIGN COMPLETION: _Finished Building
CONDITIONED FLOOR AREA: _19791
MAX. TONNAGE OF EQUIPMENT PER SYSTEM:
COMPLIANCE CALCULATION:
METHOD A DESIGN
A. WHOLE BUILDING
PRESCRIPTIVE REQUIREMENTS:
LIGHTING
EXTERIOR LIGHTING
LIGHTING CONTROL REQUIREMENTS
HVAC EQUIPMENT
COOLING EQUIPMENT
1. COP
IPLV
HEATING EQUIPMENT
1. Et
2. Et
3. Et
AIR DISTRIBUTION SYSTEM INSULATION
1. Conditioned Space
2. Conditioned Space
3. Conditioned Space
WATER HEATING EQUIPMENT
1. EF
2. EF
PIPING INSULATION REQUIREMENTS
1. Non - Circulating
2. Non - Circulating
COMPLIANCE CERTIFICATION:
I hereby certify that the plans and
specifications co red by his calcu-
lation are i _ •mpl .nce w th the
Florida En -> gy ncy
PREPARED B
DATE: 8 . 5 - 5
•
48.37
1000.00
14.00
16.00
1.00
1.00
1.00
LEVEL
4.20
4.20
4.20
0.94
0.94
2.00
2.00
70
CRITERIA
17570.00
NUMBER OF ZONES: 3
100.00
3.80
3.-90
0.00
0.00
0.00
0.93
0.93
0.77
0.77
RESULT
PASSES
PASSES
PASSES
PASSES
PASSES
N/A
N/A
N/A
N/A
N/A
N/A
PASSES
PASSES
PASSES
PASSES
Review of the plans and specifica-
tions covered by this calculation
indicates compliance with the
Florida Energy Efficiency Code.
amo re construction is completed,
this building will be inspected
• .4
I hereby certify that this building is
in compliance with the Florida Energy
Efficiency Code.
OWNER /AGENT:
DATE:
I hereby certify( *) that the system design is
Energy Efficiency Code.
SYSTEM DESIGNER
ARCHITECT : RoDrz i&UEZ /QUi20G4
MECHANICAL: N G 1 N F 5
PLUMBING : F24GA LN61xE6125 /• iGA
ELECTRICAL: F(Z46,6r / 1. 1,2A64
LIGHTING r &itJ [ 5
for compliance in accordance with
Section 553.908, Florida Statutes.
BUILDING OFFICIAL:
DATE:
in compliance with the Florida
REGISTRATION /STATE
EP r 3 Ft. /i.E
.g 647- Fe
E-e2 (14 73 ft. G
L lei ZZ
r lqz
r: • r
( *) Signature is required where Florida law requires design to be performed
by registered design professionals. Typed names and registration numbers may
be used where all relevant information is contained on signed /sealed plans.
•
401. GLAZING- -ZONE 1
Elevation
North
West
401.
Elevation
East
South
West
Type
Commercial
Commercial
GLAZING ZONE 2
Type
Commercial
Commercial
Commercial
401. GLAZING ZONE 3
Elevation Type
North
East
South
West
Commercial
Commercial
Commercial
Commercial
402. WALLS - -ZONE 1
Elevation Type
North
East
South
West
L & Hvywt. Concrete
L & Hvywt. Concrete
L & Hvywt. Concrete
L & Hvywt. Concrete
402. WALLS ZONE 2
Elevation Type
North
East
South
West
North
East
South
West
L & Hvywt. Concrete
L & Hvywt. Concrete
L & Hvywt. Concrete
L & Hvywt. Concrete
402. WALLS ZONE 3
Elevation Type
L & Hvywt. Concrete
L & Hvywt. Concrete
L & Hvywt. Concrete
L & Hvywt. Concrete
403. DOORS ZONE 1
Elevation Type
403. DOORS ZONE 2
Elevation Type
BUILDING INFORMATION
U SC VLT Shading
1.04 .93 None
1.04 .93 None
Total Glass Area in Zone 1 =
U SC VLT Shading
1.04 .93 None
1.04 .93 None
1.04 .93 None
Total Glass Area in Zone 2 =
U SC VLT Shading
1.04 .93. None
1.04 .93 None
1.04 .93 None
1.04 .93 None
Total Glass Areq in Zone 3 =
Total Glass Area =
Block: 8" He 0.172 0.0
Block: 8" He 0.172 0.0
Block: 8" He 0.172 0.0
Block: 8" He 0.172 0.0
Total Wall Area in Zone 1 =
Block: 8" He 0.172 0.0
Block: 8" He 0.172 0.0
Block: 8" He 0.172 0.0
Biock: 8" He 0.172 0.0
Total Wall Area in Zone 2 =
Block: 8" He 0.172 0
Block: 8" He 0.172 0
Biock: 8" He 0.172 0
Block: 8" He 0.172 0
Total Wall Area in Zone 3 =
Total Gross Wall Area =
North 1 -3/8 Wood Door -Solid core flush 0.39
Total Door Area in Zone 1 =
COMPLIANCE
CHECK
v-
Area (Sgft)
20
170
190
Area(Sqft)
60
135
162
357
Area(Sqft)
150
30
135
1512
1827
2374
U Added R Gross(Sqft)
1595
1015
1595
2262
6467
U Added R Gross(Sqft)
1593
1125
1593
2430
6741
U Added R Gross(Sqft)
1593
1215
1593
2430
6831
20039
U Area(Sqft)
2870
2870
U Area(Sqft)
v
v
North 1 -3/8 Wood Door -Panel with 7/16" panels 0.57 1120
Total Door Area in Zone 2 = 1120
403. DOORS- -ZONE 3
Elevation Type U Area(Sqft)
North 1 -3/8 Wood Door -Panel with 7/16" panels 0.57 1120
Total Door Area in Zone 3 = 1120
Total Door Area = 5110
404. ROOFS ZONE 1
Type Color U Added R Area(Sqft)
404.
Type
404.
Type
4" CONC.WITH INS.
ROOFS ZONE 2
ROOFS ZONE 3
405. FLOORS ZONE 1
Type
Slab on Grade /Uninsulated
405. FLOORS ZONE 2
Type
405. FLOORS -ZONE 3
Type
No exterior floor
406. INFILTRATION
Total Roof Area in Zone 1 =
Total Roof Area in Zone 2 =
Light 0.10 0 7513
Total Roof Area in Zone 3 = 7513
Total Roof Area = 7513
Color U Added R Area(Sqft)
Color U Added R Area(Sqft)
0 4765
Total Floor Area in Zone 1 = 4765
Floor over Conditioned Space /Uninsulated 11 2748
Total Floor Area in Zone 2 = 2748
0 0
Total Floor Area in Zone 3 = 0
Total Floor Area = 7513
Infiltration Criteria in 406.1.ABC.1 have been met.
407, COOLING SYSTEMS
Type No Efficiency IPLV Tons
1. Water Cooled 1 14.0 16
2. Served by Previous Zone Cool
3. Served by Previous Zone Cool
408. HEATING SYSTEMS
Type No Efficiency
1. Electric Resistance 4 1.0 6000
2. Electric Resistance 4 1.0 10000
3. Electric Resistance 4 1.0 10000
409. VENTILATION
Ventilation Criteria in 409.1.ABC.1 have been me
0
0
0
0
R Area(Sqft)
R
Area(Sqft)
R
Area(Sqft)
(CHECK
70.00
0.00
0.00
BTU /hr
'CHECK
410. AIR DISTRIBUTION SYSTEM
AHU Type
1. Variable Air Volume (VAV)
2. Variable Air Volume (VAV)
3. Variable Air Volume (VAV)
411. PUMPS AND PIPING ZONE 1
Type
1. Non - Circulating
411. PUMPS AND PIPING ZONE 2
Type
1.
411. PUMPS AND PIPING ZONE 3
Type
1. Non - Circulating
412. WATER HEATING SYSTEMS ZONE 1
Type Efficiency
412. WATER HEATING SYSTEMS -ZONE 3
1. Electric( < =12 KW) .94
413. ELECTRICAL POWER DISTRIBUTION
Classroom/ 1 On /Off
415. LIGHTING SYSTEMS -ZONE 2
Reading, T 1 On /Off
415. LIGHTING SYSTEMS -ZONE 3
Reading, T 1 On /Off
Duct Location
Conditioned Space
Conditioned Space
Conditioned Space
R- value /in Diameter Thickness
5
.75
R- value /in Diameter Thickness
R- value /in Diameter Thickness
5
.75
StandbyLoss InputRate
1. Electric(<=12 KW) .94 .9 4.6
412. WATER HEATING SYSTEMS -ZONE 2
Type Efficiency Stand iyLoss InputRate
Type Efficiency StandbyLoss InputRate
.9
4.6
Metering criteria in 413.1.ABC.1 have been met.'
Transformer criteria in 413.1.ABC.2 have been met.
414. MOTORS
Motor efficiencies in 414.1.ABC.1 have been met.
415. LIGHTING SYSTEMS ZONE 1
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sqft)
4 On /Off 4 9200
Total Watts for Zone 1 =
Total Area for Zone 1 =
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sqft)
7 On /Off 9 12800
Total Watts for Zone 2 =
Total Area for Zone 2 =
Space Type No Control Type 1 No Control Type 2 No Watts Area(Sqft)
5 On /Off 5 13000
Total Watts for Zone 3 =
Total Area for Zone 3 =
Total Watts =
Total Area =
Lighting criteria in 415.1.ABC have been met.
R -value
4.2
4.2
4.2
2
2
Gallons
0
Gallons
Gallons
0
CHECK
4765
9200
4765
7513
12800
7513
7513
13000
7513
35000
19791
CHECK
16. HVAC load sizing has been performed. (407.1.ABC.1)
17. Duct sizing and design have been performed. (410.1.ABC.1.2)
18. Testing and balancing will be performed. (410.1.ABC.4)
19. Operation /maintenance manual will be provided to owner.(102.1)
f
PROJECT TITLE
BUILDING TYPE
BUILDING LOCATION
BUILDING AREA (ft .
DESIGN BUILDING
( %)
5.05
6.64
1.17
14.33
4.81
12.00
3.27
1.09
48.37
HEATING ENERGY
Electric Resistance
Electric Boiler
COOLING ENERGY
Direct Expansion
Reciprocating Chiller
DOMESTIC HOT WATER ENERGY
Electric DHW System(s)
BUILDING MISCELLANEOUS
Lights
Equipment
SYSTEM MISCELLANEOUS
Fans
PLANT MISCELLANEOUS
Cooling Tower
Pumping
TOTAL ENERGY CONSUMPTION :
PROJECT TITLE
BUILDING TYPE
BUILDING LOCATION :
BUILDING AREA(ft2):
BUILDING DESIGN :
Exterior Lighting Power
BARRY TRANSPOR. BLDG.
Business (Office)
Miami Shores Village
24901
EXTERIOR LIGHTING CRITERIA:
AREA AREA
CODE DESCRIPTION
2 Entrance (without canopy)
4 Light Traffic
BARRY TRANSPOR. BLDG.
Business (Office)
Miami Shores Village
24901
BUILDING ANNUAL ENERGY USE
* * * * * ** PASSES * * * * **
1000 W
AREA OR
LENGTH
287.00
1120.0
BASELINE BUILDING
( %)
5.23
58.86
1.18
14.98
4.81
14.91
0.03
100.00
ALLOWANCE
WATTS
8610.00
4480.00
Cooling System
Type
Measure
#1 #2
Minim.
#1
Minim.
#2
System
Eff . #1
System
Eff . #2
Result
for #1
Result
for #2
Water Cooled
COP, IPLV
3.80
3.90
14.00
16.00
PASSES
PASSES
Heating System
Measure
Minimum Req.
Efficiency
Result
Ele. Resis.
Et
1.00
N/A
Ele. Resis.
Et
1.00
• N/A
Ele. Resis.
Et
1.00
N/A
4 Light Traffic
Exterior Lighting Power Allowance 17570.00 W
THE LIGHTING SYSTEM CONTROL REQUIREMENTS:
SPACE
NO. DESCRIPTION AREA TASKS TYPE 1 NO. TYPE 2
3 Classroom/ 4765.0
26 Reading, T 7513.0
26 Reading, T 7513.0
PROJECT TITLE
BUILDING TYPE
BUILDING LOCATION :
BUILDING AREA(ft2):
HVAC SYSTEMS PERFORMANCE:
AIR DISTRIBUTION SYSTEM INSULATION LEVELS:
Zone # Duct Location
1. Conditioned Space
2. Conditioned Space
3. Conditioned Space
PROJECT TITLE •
BUILDING TYPE
BUILDING LOCATION :
BUILDING AREA(ft2):
* * * * * * ** PASSES * * * * * * **
NO. CONTROLS
1
1
1
On/Off
On/Off
On /Off
4
7
5
On /Off
On /Off
On /Off
4
9
5
* * * * * * ** PASSES * * * * * * **
BARRY TRANSPOR. BLDG.
Business (Office)
Miami Shores Village
24901
* * * * * * ** PASSES * * * * * * **
Minimum R -Value
0.00
0.00
0.00
* * ** Not Applicable * * **
BARRY TRANSPOR. BLDG.
Business (Office)
Miami Shores Village
24901
WATER HEATING SYSTEMS PRESCRIPTIVE CRITERIA
1 Measurel Minimum 1 Maximum 1 Des --
System
4 IV
1120.00 4480.00
TOTAL EQUIVALENT
CONTROL POINTS
NO. INSTLD. REQD.
Design R -Value
4.20
4.20
4.20
6
8
8
Result
N/A
N/A
N/A
Design Result
Type
O.D.(in)
EF / Et
SL
EF / Et
SL
0.75
Electric <= 12kW
EF
0.9300
0.0000
0.940
0.900
PASSES
Electric <= 12kW
EF
0.9300
0.0000
0.940
0.900
PASSES
System Type
O.D.(in)
Minimum Req.
Design
Result
Non - Circulating
0.75
0.770
2.00
PASSES
Non - Circulating
0.75
0.770
2.00
PASSES
PIPING INSULATION REQUIREMENTS:
* * * * * * ** PASSES * * * * * * **
Pipe Insulation Thickness(in)
* * * * * * ** PASSES * * * * * * **
Miami Shores, Fla. 33138
ATTN• Mr. Frank Lubien
No. of Copies
STOBS BROS. CONSTRUCTION CO.
580 N.E. 92ND STREET, MIAMI SHORES, FLORIDA 33138
TELEPHONE: (305) 751 -1692
C.G.C. 011055 FAx No.: 757 -6564
TO Village of Miami Shores DATE November 14, 1995
Building & Zoning Dept.
10050 N.E. 2nd Avenue JOB Barry University /Transportation Center
We are forwarding to you: Herewith _XX Under Separate Cover
Shop Drawings Brochures Samples Letter /Copy XX Other
Drawing No. Title
1 ea. Memo from Architect /Donnell, DuQuesne /Threshold Inspectors for
above project
FOR APPROVAL APPROVED
FOR YOUR USE APPROVED AS NOTED
FOR YOUR INFORMATION XX CORRECT & RESUBMIT
REMARKS
COPIES TO STOBS BROS. CONSTRUCTION CO.
BY Carl R. Cox, Vice President
RAUL L. RODRIGUEZ, AIA
AR 0006237
ANToNlo M. QumooA, AIA
TO:
cc:
AR 0005384
FROM:
PROJECT:
PROJECT NO.:
RE:
DATE:
RODRIGUEZ AND QUIROGA
ARCHITECTS CHARTERED
AA coma
MEMORANDUM
Carl Cox
Stobs Bros. Construction
Armando Trujillo
Barry University /NCTER
9426/R &Q
Threshold Inspections
November 10, 1995
4440 PONCE DE LEON BOULEVARD
CORAL GABLES, FLOR1DA 33146
TELEPHONE FACSIMILE
(305) 448-7417 (305) 448-2712
Per Village of Miami Shores request, this letter indicates that Donnell, DuQuesne
and Albaisa Consulting Engineers will provide Threshold Inspection Services for
the above referenced project.
Please forward a copy of this letter to the appropriate department at the Village.
Freddy UlloaBarry University
Pedro DuQuesne/Donnell, DuQuesne & Albaisa
File
N6cnybmd 1.10