2017-02A CBP FacilityGJ Z COURTS °
o:
Kevin Madok, CPA
.... Y1
Clerk of the Circuit Court & Comptroller — Monroe Count Florida
•R OE COUN
DATE: August 23, 2018
TO: Beth Leto, Airports
Business Manager
FROM: Pamela G. Hancock, D.C.
SUBJECT: August 15' BOCC Meeting
Attached is an electronic copy of Item C9, McFarland Johnson Task Order No. 2017 -02A
in the amount of $79, 169.00, supplementing Task Order 2017 -02, by adding New Roof and
H TAC /Chiller Design and Bidding Senrices and Structural Column Evaluation /Report for the
Customs and Border Protection Facility Phase III to final at the Key West International Airport,
for your handling.
Should you have any questions, please feel free to contact me at ext. 3130. Thank you.
cc: County Attorney_
Finance
File
KEY WEST
500 Whitehead Street
Key West, Florida 33040
305 - 294 -4641
MARATHON
3117 Overseas Highway
Marathon, Florida 33050
305 - 289 -6027
PLANTATION KEY
88820 Overseas Highway
Plantation Key, Florida 33070
305 - 852 -7145
PK/ROTH BUILDING
50 High Point Road
Plantation Key, Florida 33070
305 - 852 -7145
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
TASK ORDER FORM
Effective Date Upon Execution Task Order No. 2017 -02A .
404 - 630169- 560620
Client Project No. GAKD129- 530310 Engineer Project No. _18221.02 .
This Task Order is entered into on the effective date noted above pursuant to the "Master Agreement for
Professional Services" between Monroe County, Florida ( "Client ") and McFarland - Johnson, Inc.
( "Consultant "), dated February 15, 2017 ( "Agreement "). The Agreement is incorporated herein and forms
an integral part of this Task Order.
Services Authorized: Engineering Design and Bidding Services for Customs and Border Protection
Facility, Phase III to Final at Key West International Airport (EYW) - Amendment for New Roof
and HVAC /Chiller Design and Bidding Services and Structural Column Evaluation/Report
Client authorizes Consultant to perform the _Engineering_ Services described in Exhibit A attached hereto
and incorporated herein, which Exhibit A is marked with the above noted Task Order No. and consists of
8 page(s).
Pricing
N/A Time and Expense per Agreement and Appendix B to the Agreement.
X Firm Fixed Price of $ 79,169.00 -
N/A Other (Describe): q
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'' • -.- Qa BOARD OF COUNTY COMMISSIONERS f
� p , Es ° 4 VIN MADOK, CLERK OF .MONROE COUNTY, FLORIDA
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Deputy Clerk By
Mayor /Chairman
CONSULTANT:
MCFARLAND - JO ' SON, INC.
By
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Witness /. , , n /
Title 10 1, A .ate' 5424/ 001)
File: G ON •ECO11 . j• II
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Page 1 of 1 DRO i .
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Task Order 2017 -02A
EXHIBIT A
SCOPE OF SERVICES
FOR
MONROE COUNTY
KEY WEST INTERNATIONAL AIRPORT (EYW)
ENGINEERING DESIGN AND BIDDING SERVICES
FOR THE
CUSTOMS AND BORDER PROTECTION FACILITY — PHASE III TO FINAL
SUPPLEMENTAL SERVICES FOR ROOF REPLACEMENT, HVAC IMPROVEMENTS AND
STRUCTURAL FOUNDATION EVALUATION
I. PROJECT UNDERSTANDING
The McFarland Johnson (MJ) Team is currently working on the architectural and
engineering design for the Annex Building / Customs and Border Protection Facility
improvements at Key West International Airport. These improvements include
implementation of a new internal layout of the building to accommodate an expansion and
improved functionality of the current CBP facilities.
During the design team's initial evaluation of the existing building, CBP and Airport staff
noted that the existing Annex Building has ongoing issues with roof leaks, and that the
existing HVAC roof top units were assumed to be one of the sources for the Teaks.
Additionally, during the team's initial evaluation of the existing building, Airport staff noted
that the existing Annex Building foundation columns were cracking and spalling.
As a result of the above conditions, the MJ Team has been asked to provide a
supplemental proposal to address re- roofing of the existing building, and the replacement
of the existing roof top HVAC units with a new air - cooled chiller plant serving Variable Air
Volume (VAV) air handler units, as well as provide a supplemental proposal to evaluate
the existing building columns and provide a recommendation for repair.
The work in this supplemental re- roofing and HVAC design will consist of Architectural
and Engineering Design Services for preparation of construction documents, plans, and
specifications, for the re- roofing of the Annex Building and replacement of the existing
HVAC system with a new system. The work in this supplemental foundation evaluation
will consist of Material Testing and Structural Engineering Design Services to determine
the cause of the distresses (as shown in photos below) and provide repair details.
Key West International Airport
CBP Phase III to Final — Scope of Services
Supplemental Roof, HVAC and Foundation Services Page 1 of 5
Task Order 2017-02A
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l6
r II. DESIGN PHASE - ROOF REPLACEMENT AND HVAC
A. Existing Conditions Evaluation - Perform preliminary field investigation of the
existing Annex building roof system, HVAC system, and associated structural
support and utility connections. Review of as-built information (drawings, calcs,
etc.).
B. Roof Design - It is anticipated that the existing roof will be removed, including
insulation down the structural deck, and new insulation and roofing will be installed
prior to the completion of any improvements to the internal layout of the building.
Coordination with HVAC rooftop unit removal and infill of existing openings will be
provided. Roofing Design to consist of the following documents:
1. Roof Demolition / Existing Conditions Plan
2. New Roof Plan with layout of tapered insulation slopes, drains, and roof top
equipment located.
3. Roofing details for typical roof section, roof drains, wall flashing, parapet
flashing, etc.
4. Specifications for roof system, insulation, and roof accessories.
5. Florida Product / Miami Dade Product Approval NOA identification for rated
roof system approved for the project wind zone.
C. HVAC Design —The new HVAC system shall include an air-cooled chiller, modular
VAV air handlers and VAV terminals utilized for zone control. The air-cooled chiller
shall be mounted on a platform providing service access with elevation of
Key West International Airport
CBP Phase III to Final—Scope of Services
Supplemental Roof, HVAC and Foundation Services Page 2 of 5
Task Order 2017 -02A
approximately 10' -0" above finished grade. The chiller shall include integral chilled
water pumps, expansion tank. Air handling units shall be mounted in mechanical
space and abandoned generator room at 2 level /mezzanine. Preliminary design
assumptions: four (4) air handlers sized at 6000 cfm each with variable speed drives.
Variable volume terminal units shall be located in ceiling plenum. Due to low
clearance above ceiling (approximately 20" from ceiling to structure) the VAV
terminals will be low profile type. It is proposed that a return air plenum be used
similar to the existing conditions. IT cabling /wire located in this area will be "plenum
rated ". Electric heating coils shall be provided in VAV terminals to meet the heating
loads. Energy recovery shall be considered for pretreatment of the outside air and
reducing the HVAC building Toad. It is anticipated that the total cooling system load
for the Annex Building will be approximately 60 tons. Dedicated mini -split systems
shall be provided for LAN and IDF rooms. Exhaust shall be provided for restrooms,
janitor closet and locker area. HVAC Design to consist of the following documents:
1. HVAC System Demolition / Existing Conditions Plan
2. HVAC System Construction Phasing Plans
3. New HVAC System layout Plans
4. HVAC system Details
5. Electrical power distribution plans for new system, including circuiting,
raceway, and disconnecting means.
6. Specifications for new HVAC system.
An alternative HVAC Design will be considered, which includes a Variable
Refrigerant Flow System (VRF) utilizing several indoor DX air handling units served ,
by a common outdoor condensing unit with manifolded refrigerant piping. The
advantages of this system are that construction phasing of the interior renovation
could easily be accomplished by providing new small capacity indoor air handlers
mounted in the ceiling for each space. The smaller ductless units would readily fit
within the limited ceiling clearance. These small air handlers called "cassette" units
are designed for grid ceiling installation and have their own thermostat providing
zone control. The VRF systems are very efficient with high EER ratings.
Disadvantages are maintaining numerous above ceiling units and a dedicated 100%
outdoor air unit would be required to provide ventilation air to all spaces. The VRF
outdoor units typically come in sizes up to 20 tons; three (3) — 20 -ton systems would
be required to serve the entire facility.
III. DESIGN PHASE — FOUNDATION EVALUATION
A. Existing Conditions Evaluation — Preliminary site visit to select core locations and
verify access of the locations for coring equipment.
Key West International Airport
CBP Phase III to Final — Scope of Services
Supplemental Roof, HVAC and Foundation Services Page 3 of 5
Task Order 2017 -02A
B. Concrete Coring — A sample size of seven (7) columns will be cored (3" diameter).
Six cores will be extracted from distressed concrete and one core will be extracted
from concrete showing no distress. Selected core locations will be scanned with
ground penetrating / radar to minimize the chance of cutting of any reinforcing steel
within the concrete structure. Core holes will be patched with a high strength repair
mortar, BASF 10 -61, or approved equal.
C. Material Testing:
1. The same day as the cores are extracted from the columns, they will be
subjected to a Phenolphthalein indicator solution on the fresh cut surface of
the cores to check for the degree of carbonation that has occurred in the
concrete.
2. Two of the core samples from distressed locations, along with the one core
from a non - distressed location, will be subjected to petrographic analysis. The
Petrographic Analysis will be completed in substantial compliance with ASTM
C856 -04, "Standard Practice for Petrographic Examination of Hardened
Concrete ". As part of petrographic analysis, a portion of one core sample will
be tested in accordance with ASTM C642, Standard Test Method for Density,
Absorption, and Voids in Hardened Concrete.
3. One -inch thick wafers will be cut from the outer face of each core sample and
the wafers will be tested for chloride content and pH. Chloride Testing will be
performed on each sample in accordance with rapid German Instruments
Method.
D. Evaluation Report — Upon completion of the material testing, a report will be
prepared outlining the procedures utilized, the results of the referenced testing, and
recommendations for repairs to the foundation columns. Recommendations will
include construction specifications and details for the repairs.
IV. ASSUMPTIONS
A. The client will provide copies of as- builts or other similar drawings that are available
of all subject project buildings and related areas.
B. The existing HVAC piping stubbed out from the Terminal Building will not be used
for the Annex Building. The Annex Building will have its own independent HVAC
system.
C. Construction Document Submittals shall be made at roof and HVAC design 30 %,
60 %, 90 %, and 100% milestones for review and discussion with the client and other
Key West International Airport
CBP Phase III to Final — Scope of Services
Supplemental Roof, HVAC and Foundation Services Page 4 of 5
Task Order 2017 -02A
stake - holders as appropriate. Review comments will be addressed in writing and will
be satisfactorily resolved prior to proceeding with the next stage. Construction
documents will be coordinated and phased with the on -going design and
development of construction plans for the internal improvements to the facility.
D. No bidding or construction phase services are associated with this supplemental. It
is assumed that the re- roofing and HVAC replacement will be done as part of the
Annex Building / CBP Facility improvement project.
E. Evaluation is limited to the existing condition of the Annex Building foundation
columns (21 total).
F. No bidding or construction phase services of the required foundation repairs are
associated with this supplemental. It is assumed that the repairs will be performed
by the Airport under a separate contract.
V. SCHEDULE
The services provide within this scope of work will be incorporated into and completed
within the schedule provided for the original project design and bidding services.
VI. COMPENSATION
The attached detailed fee breakdown presents the schedule of fees and direct expenses
for a total lump sum fee in the amount of $79,169.00 for the services described herein.
END OF SCOPE OF SERVICES
•
Key West International Airport
CBP Phase III to Final — Scope of Services
Supplemental Roof, HVAC and Foundation Services Page 5 of 5
Key West International Airport - CBP Phase III to Final - Supplemental Re -Roof and HVAC
Design and Foundation Evaluation Services
Monroe County
June 2018
FEE SUMMARY McFarland Johnson
DESIGN / PLANNING
SERVICES
1. DIRECT TECHNICAL LABOR $17,455.00
2. DIRECT EXPENSES $485.00
3. SUBCONSULTANT COSTS $61,229.00
AVCON Inc. - $45,829
Material Testing , $15,400
4. TOTAL FEE ESTIMATE $79,169.00
5. TOTAL LUMP SUM FEE FOR ALL SERVICES $79,169
Key West International Airport - CBP Phase III to Final - Supplerr
Monroe County
June 2018 McFarland Johnson
•
DIRECT COSTS
DESIGN /
PLANNING
SERVICES
Travel Related Costs:
Vehicle Cost Pius Fuel $185
Lodging and Meals
Per Diem $300
Reproduction
CADD Plots
Prints
Photocopies
Photo Costs
Telephone /Fax:
Postage /Delivery
Miscellaneous (aft, meeting materials, land- use /forecasts data)
$485
11 $485
Key West International Airport - CBP Phase III to Final - Supplemental Re -Roof and HVAC Design and Foundation Evaluation Services
Monroe County / ") McFarland Johnson
June 2018
ESTIMATED HOURS
HOURS BY CLASSIFICATION
VP DM SPM SPE /P PE /P SE /P AE /P JE /P ST T JT SUM
$294.00 $208.00 $199.00 $153.00 $141.00 $118.00 $101.00 $82.00 $94.00 $83.00 $46.00
PHASE/TASK DESCRIPTION
II. Design Phase - Roof Replacement and HVAC - • 1
' 1 , - ' Exising Conditions Evaluation • 2 1 I 2
2 - Schematic Design (30 %) ' - 1 2 16 19
3 : Design Development (60 %) - 1 4 24 29
4 ' Construction Documents (90 %). - 2 4 24 30
5' 1 Construction Documents (100 %) ' . . ' , 1 2 16 19
III." Design Phase - Foundation Evaluation 1 1
• :1 " Foundation Evaluation 1 2 5 8
.... . .�... . ......' .. -- .... 1 1 1 1 1 1
: .. I 1 1 1 1 1 1 1 1 1 1 11 I
.. ��
� .. .. 1 1 1 1 1 1 1 1 I I I
Total Hours - Design / Planning Services 8 14 85 107
Total Labor Cost - Design / Planning Services $1,664 $2,786 $13,005 $17,455
ATTACHMENT A - CONSULTANT'S COMPENSATION PROPOSAL
BREAKDOWN OF LUMP SUM FEES
•
KEY WEST INTERNATIONAL AIRPORT
ANNEX BUILDING /CUSTOMS AND BORDER PROTECTION FACILITIES DESIGN - FOUNDATION EVALUATION
July 2018
Position: PRINCIPAL Discipline Manager Senior Engineer Project Engineer CAOD Administrative TOTAL
CIA/QC Structural Structural Structural TECHNICIAN
Rate ($ /Hour): $294 $199 $153 9141 $94 $83 Avg. Hourly
labor hours Cost labor hours Cost labor hours Cost labor hours Cost labor hours Cost labor hours Cost labor hours Cost Rate
EXISTING CONDITIONS EVALUATION
Preliminary investigation of foundation columns 0 $0 0 $0 8 $1,224 0 $0 0 $0 1 $83 9 $1,307 $145
SUB TOTAL: 9 $1,307
Concrete Coring
Field work associated with coring 0 $0 0 $0 1 $153 0 $0 0 $0 0 $0 1 $153 $153
SUB TOTAL 1 $153
Material Testing
Phenolphthalein testing 0 $0 0 $0 1 $153 0 $0 0 $0 0 $0 1 $153 5153
Petrographic Analysis 0 $0 0 50 1 5153 0 $0 0 $0 0 50 1 $153 $153
Chloride Testing 0 $0 0 $0 1 $153 0 $0 0 $0 0 $0 1 $153 $153
SUB TOTAL: 3 $459
Evaluation Report
Preparation of Report and Recommendations 2 $588 0 $0 4 $612 0 $0 10 $940 1 $83 17 52223 $131
SUB TOTAL: - 17 $2223
TOTAL LUMP SUM LABOR FEE: 1 21 $5881 OI $01 161 $2,4481 01 501 10I $9401 21 51661 301 $4,1421 $138
•
REIMBURSABLES Units Cost
Ardaman B Associates, Inc. (Coring /Material Testing) LS $ 15,400
Travel (1 trip) LS $ 600
SUB TOTAL $ 16,000
LUMP SUM TOTAL LABOR AND REIMBURSABLESII 1 $20,1421
•