Item C09 } C.9
`,
County of Monroe
�y,4 ' �, "tr, BOARD OF COUNTY COMMISSIONERS
Mayor David Rice,District 4
�1 `ll Mayor Pro Tem CraigCates,District 1
The Florida Keys ��� `� � Michelle Coldiron,District 2
Eddie Martinez,District 3
w � Holly Merrill Raschein,District 5
County Commission Meeting
December 3, 2021
Agenda Item Number: C.9
Agenda Item Summary #9933
BULK ITEM: Yes DEPARTMENT: Project Management
TIME APPROXIMATE: STAFF CONTACT: Breanne Erickson (305) 292-4427
n/a
AGENDA ITEM WORDING: Approval of a Task Order with William Horn, Architect P.A. for
the Monroe County Detention Center Generator Building Addition project. This building addition
will house two (2) generators to service the jail. This project is funded by the One Cent
Infrastructure Sales Tax.
ITEM BACKGROUND: The Monroe County Detention Center on Stock Island currently houses
two generators that are nearing the end of their useable life. The cost to remove the existing
generators is cost prohibitive as a result of the specialty equipment required. The cost to build a new
structure is marginally more expensive than the cost to simply replace the generators and provides
the county with approximately 6,000 sf of newly constructed space. The new structure will allow for
affordable maintenance and replacement of generators in the future. This Task Order provides for
design through construction administration of the project.
PREVIOUS RELEVANT BOCC ACTION:
6/17/2020 —BOCC approved Task Order w/ TY Lin International to provide plans and bid
documents for the emergency replacement of the existing generators.
11/17/20 —BOCC approved a Demand Load Study w/ Schneider Electric to determine appropriate
sizing of new generators
12/9/2020 —BOCC approved purchase of two (2) new generators from Pantropic Power
CONTRACT/AGREEMENT CHANGES:
n/a
STAFF RECOMMENDATION: Approval of task order
DOCUMENTATION:
Task Order_B Horn_new generator building_BHorn signed
Monroe County MCSO Generator- Horn Fee Proposal
REPORT—Stock Island Elevated Gens Rooms Review Summary
Packet Pg. 593
C.9
FINANCIAL IMPACT:
Effective Date: 12/9/21
Expiration Date: TBD
Total Dollar Value of Contract: $331,570.00
Total Cost to County: $331,570.00
Current Year Portion: $282,000.00
Budgeted: Yes
Source of Funds: 304-26004-CP2101
CPI: n/a
Indirect Costs: n/a
Estimated Ongoing Costs Not Included in above dollar amounts:
Revenue Producing: n/a If yes, amount:
Grant: no
County Match: n/a
Insurance Required: Yes
Additional Details:
304-26004
12/08/21 304-26004 MCSO Generator $331,570.00
CP2101
REVIEWED BY:
Cary Knight Completed 11/22/2021 11:51 AM
Kevin Wilson Completed 11/22/2021 2:19 PM
Joseph DiNovo Completed 11/22/2021 2:53 PM
Purchasing Completed 11/22/2021 4:50 PM
Budget and Finance Completed 11/23/2021 1:56 PM
Maria Slavik Completed 11/23/2021 2:00 PM
Liz Yongue Completed 11/23/2021 2:58 PM
Board of County Commissioners Pending 12/08/2021 9:00 AM
Packet Pg. 594
C.9.a
TASK ORDER
FOR PROFESSIONAL ARCHITECTURAL AND ENGINEERING SERVICES
BETWEEN MONROE COUNTY AND WILLIAM HORN ARCHITECT P.A.
FOR MCDC GENERATOR BUILDING ADDITION
In accordance with the Consultant Agreement for Professional Architectural and Engineering
Services, made and entered into on December 19, 2018 between MONROE COUNTY,
("County") and WILLIAM HORN ARCHITECT P.A., ("Consultant"), where professional
services are allowed if construction costs do not exceed$4,000,000.00, or for study activity if the
fee for professional services for each individual study under the contract does not exceed °3
$500,000.00 ("Agreement"), as provided in Subsection 287.055(2)(g), Florida Statutes, as
amended by Section 2, Chapter 2020-127, Laws of Florida, pursuant to which Attachment A,
Subsection 1.01 of the Agreement is hereby modified, the parties enter into this Task Order.
0
All terms and conditions of the Agreement apply to this Task Order, unless this Task Order
amends, adds,or modifies a provision or an Article of the Agreement of which will be specifically
referenced in this Task Order and the amendment, addition, or modification shall be precisely
described.
This Task Order is effective on the 8th day of December 2021.
m
WHEREAS, the Monroe County Detention Center on Stock Island is in need of an addition to the
exiting jail building in order to house two (2) new generators, an electrical/mechanical room and le
a storage room; and
WHEREAS, the County desires to contract with the Consultant to provide design through
construction administration services for the construction of a new generator building.
0
NOW, THEREFORE, in consideration of the mutual promises and covenants set forth below, the
parties agree as follows: ca i
1. In accordance with Article II, SCOPE OF BASIC SERVICES of the Agreement, the
Consultant will provide design and support through construction for the construction of a
new building addition to house two (2) new generators. The scope of work shall include
but not be limited to the following:
• Scope of work shall follow Scenario #2 as described in the Stock Island Detention
Center Elevated Generators Review Summary prepared by T.Y.Lin International dated
7/30/2021. i
• New building shall be three level masonry building similar to the existing jail building.
• New building will be separated from the existing jail building by 6 feet with a bridge
link on the second and third floors linking each building.
• The lower level will not be enclosed and will be covered parking.
• Both the first and second raised levels will be approximately 28 ft x 35 ft (3,000 sf) y
each of enclosed air-conditioned space to house the two(2)generators and also provide
an electrical/mechanical room.
Page 1 of 2
Packet Pg. 595
C 9.a
2. In accordance with Article VII paragraph 7.1.1 of the Agreement, the County shall pay the
Consultant a not-to-exceed total of Three Hundred Thirty-One Thousand Five c)
Hundred Seventy and 00/100 dollars ($331,570.00)paid on a percent complete basis for
the following phases:
a.Schematic Design-$49,735.50 lump sum upon document review and approval by the
Director of Project Management
b.Design Development- $99,471.00 lump sum upon document review and approval by
the Director of Project Management
c. Construction Documents- $116,049.50 lump sum upon receipt of permits, document a
review and approval by the Director of Project Management
d.Bidding Services- $16,578.50 lump sum upon bidding completion
e. Construction Administration - $49,735.50 lump sum upon project completion
0
All other Terms and Conditions of the Agreement remain unchanged and in full forces and effect.
IN WITNESS WHEREOF,each parry caused this Task Order to be executed by its duly authorized
representative.
(SEAL) BOARD OF COUNTY COMMISSIONERS
Attest: KEVIN MADOK, Clerk OF MONROE COUNTY, FLORIDA ,e
By: By:
As Deputy Clerk Mayor/Chairman
MONROE COUNTY ATTORNEYSOFFICE
Date: APPROVEDA g�TO 1
---�- SSSTANT COUNTY ATTORNEY
DATE:
0
CONSULTANT.
Consultant's Witness Attest: WILLIAM HQI?N ARCHITECT P.A.
r I
"r
� �
By: By: r N '` o
Printed Name: In el ° Printed Name:
m
Title: (" Title:
Page 2 of 2
Packet Pg. 596
C.9.b
WILLIAM P. HORN ARCHITECT, PA.
'It % Lic.#0003040
«ww.wphon7archztect.com
Date: November 4, 2021
To: Matthew Howard, Project Manager
Monroe County Project Management
Re: MCSO Generator Building Addition
0
North Stock Island, Florida 33040
The MCSO is in need of an addition to the existing jail building to house two new generators, an
electrical/mechanical room and a storage room. The following is a scope of work summary for
architectural and engineering services and includes a fee proposal.
SCOPE OF THE WORK:
The scope of work includes a new three level masonry building similar to the existing jail building. y
The new building will be seperated from the existing jail building by 6 feet with a bridge link on the 0.
second and third floors linking each building. The lower ground level will not be enclosed and will be 0.
covered parking,the first raised level will be 3,000 sf+- of enclosed air-conditioned storage space and 00))
the second raised level will be 3,000 sf+- of enclosed space for two 28' x 35' rooms for the two new
generators and a 28'x 35' electrical/mechanical room. The scope is further described in the Stock
Island Detention Center Elevated Generators Reviw Summary (senario #2) as prepared by T.Y. Lin
International, dated 7-3-2021.
This project will be a Major Development plan per the City of Key West land use codes so will need
to get DRC, Planning Board and City Commission review and approvals. We will also need a height
variance to to build higher than the 25' height limit.
This scope of work does not include soils investigation/reports or a survey (the owner to provide both
items). This scope also does not include having the addition be certified by an approved green rating
program. If the owner needs to get a green rating certification this can be done as additional services.
The owner shall provide existing building drawings for our use.
Assumtions:
1. The existing fuel tanks are adequate and do not need to be replaced/upgraded.
2. The two new 1 MW generators purchased by Monroe County are the basis for design.
3. Demolition drawings for the removal of the existing generators are not included.
Packet Pg. 597
4. Enhanced emission controls are not required beyond what is an integral part of the new C g p
generators.
5. As-built drawings will be provided by the general contractor.
FEE PROPOSAL
The Architectural & Engineering fee for this project has been estimated as follows:
Schematic Design- 15% $49,735.50
c
Design Development- 30% $99,471.00
Construction Documents- 35% $116,049.50
Bidding- 5% $16,578.50
c
Construction Administration- 15% $49,735.50
Total Fee- $331,570.00
SERVICES PER DICIPLINE & FEE:
Architectural: William P Horn Architect, PA: $175,000.00 0
le
Planner: Trepanier&Associates: $5,000.00 r
MEP Engineering: Innovative Engineering Group, Inc.: $90,000.00
0.
0
Structural Engineering: K/W Structural Engineers: $30,050.00
Landscape Architect: Landwise Design: $15,000.00
0
Civil Engineering: Perez Engineering & Development, Inc.: $16,520.00
c
Please call if you have any questions about any aspect of this letter. We look forward to working with
you on this project.
Sincereley,
0
William P. orn Architect, PA
r_
0
2021
William P. Horn, Principal
Packet Pg. 598
C.9.b
09/30/21 TIZ IPA f 1 ;`a _
William P. Horn,Architect, P.A.
915 Eaton Street
Key West, FL 33040
RE: Monroe County Sheriff's Office—Generator Building
Dear Mr. Horn: w °i
Trepanier & Associates is pleased to provide the following proposal/ contract fo`r'professional a
planning services in connection with the proposed generators at the Monroe County Sheriiff's
office on Stock Island. We will provide any planning-related services you require through the
project for a flat fee of $5,000.00. Payable in two equal parts upon completion of the following
phases:
0
Billing Phase One: Research and analyze existing conditions of the site. Determine
development potential of the site; and layout the path and schedule to seek
the necessary development approvals.
Billing Phase Two: Seek development approvals for the site and represent, or assist in the
representation, of the project at all necessary meetings.
If you could be so kind as to verify our contact information below.
e
Client Legal Name:William P. Horn,Architect, P.A.
Client Responsible Parry: William P. Horn
Project Primary Contact: William P. Horn
Client Legal Address: 915 Eaton Street, Key West, FL 33040 0.
0
Client Mailing Address: 915 Eaton Street, Key West, FL 33040 CL
Client Email:will iamno.wphornarchitect.com
Client Financial/Bookkeeping Contact Name:
0
email:
phone:
0
mailing address:
Thank you again for allowing us to assist you.
Sincerely, U
€ ,
0
Owen Tr
er, President
Acceptan e:
Willia . Horn, Director for William P. Horn, Architect, P.A. Da
1421 hi—t Sexeet . P.O. 13va 2155 . Key West, FL 33045-21 5 5 �
Phone: 305-293-8983 ® Fay:: 305-293-8748 ® Email: Owcn@owcntrepanier.com
Packet Pg. 599
C.9.b
0 AV
Structural Engineers
U
October 11,2021 K W Project: 21280
Mr.William P. Horn, RA, NCARB,LEED AP BD+C
William P. Horn Architect, PA
915 Eaton Street
Key West, Florida 33040 �
Re: Stock Island Detention Center Generator Building
Stock Island,Florida
Dear William:
1 am writing,at your request,to submit this proposal for consulting structural engineering services on the c
above-referenced project. This proposal is based upon an e-mail from you on October 7, 2021, which
included the Stock Island Detention Center Elevated Generators Review Summary dated July 30, 2021 by
T.Y. Lin International and a telephone conversation with you.
As I understand it, the project will consist of an elevated generator building of approximately 3,000 sf of
enclosed space for two(2)emergency generators,a mechanical room and an elevated covered walk to the
main building. Construction will consist of a reinforced concrete frame with a concrete roof and floor
supported by concrete beams and columns.The perimeter walls will be stucco clad CMU.The ground floor 0
will be open and the foundations will be augered concrete piers socketed into the caprock. The owner y
would also desire that the ground floor be enclosed as an add/alternate with a concrete slab on grade and
perimeter CMU walls.
The services to be provided by Keister Webb Structural Engineers LLC(K 1 W)shall be:
0.
0
1) In the Schematic Design Phase (SD Phase), review alternative structural systems and CL
provide non-dimensioned sketches of those systems.
2) In the Design Development Phase(DD Phase), based on the SD Phase studies approved
by the Architect, perform structural analysis and design and prepare DD Phase ,
documents that will fix and describe the structural dimensions, materials, and types of
construction.
3) In the Construction Documents Phase (CD Phase), based on the DD Phase documents
approved by the Architect,perform structural analysis and design and prepare drawings
setting forth in detail the structural requirements of the project.
4) In the CD Phase, prepare the structural sections of the contract specifications. You will
provide the preferred format for inclusion by K I W.You will prepare the final printing of
0
the contract specifications.
0
5) In the Bidding Phase,attend one(1)pre-bid meeting by teleconference.
0
6) In the Construction Phase, review and take other appropriate action on the structural
shop drawings only for conformance with the design concept of the project and
compliance with the information given in the Contract Documents.
Keister Webb Structural Engineers LLC
6501 Arlington Expressway,Building B,Suite 156 I Jacksonville,Florida 32211 1904-619-2333
Packet Pg.600
C.9.b
K 4 W Project:21280
October 11,2021 Page 2 of 4
CJ
The total fee for the above services 1) through 6) shall be Twenty-Five Thousand Eight Hundred Dollars
($25,800.00)plus expenses.The fee breakdown by phase is as follows:
CD
Schematic Design Phase....................................................................$ 3,840.00
Design Development Phase...............................................................$ 5,120.00
Construction Documents Phase........................................................$ 11,720.00
BiddingPhase....................................................................................$ 1,280.00
Construction Phase $ 3,840.00 W
TOTAL $ 25,800.00 m
Any services authorized by you,in addition to those set forth above,shall be billed in addition to the above
fee at the rates below:
Principal.............................................................................................$205.00/hour
Senior Project Engineer/Senior Project Manager.............................$175.00/hour
Project Engineer/Project Manager....................................................$152.00/hour
Engineer/Structural Designer............................................................$140.00/hour
CADD/BIM Technician.......................................................................$108.00/hour ®_
Administrative...................................................................................$ 75.00/hour
Construction Site Visits(One Day and Night)....................................$3,950.00/visit including expenses
Expenses .........1.00 times cost m
If the owner elects to enclose the ground floor, our additional structural fee will be Four Thousand Two le
Hundred Fifty Dollars ($4,250.00) bringing our total fee to Thirty Thousand Fifty Dollars (30,050.00) plus y
expenses.
The professional services fee quoted above has been established based on K(W providing a level of (n
0
structural information consistent with Best Practices Guidelines as established by the AIA during each 0.
0
design phase of the project. K I W recognizes that it is becoming more common for the project owner or CL
construction manager to request detailed structural information during the early design phases of a project,
usually so that an early construction cost can be developed.When this request is made,it requires K I W to
spend additional time to develop a greater level of structural information beyond what is conventional in
the early design phases. if such a request is made after submission of this proposal, K J W reserves the right
to change the portion of our total fee allocated to each individual phase of the project and you agree to
abide by K(W`s proposed changes so long as the total project fee remains unchanged.You also agree that
any substantial changes to the structural design arising from decisions made in the early design phases after
the development of a greater level of structural information may therefore entitle K€W to additional total
project fee to reorganize, remodel, and/or redesign the project to incorporate such proposed design
changes.
U
Additional services include,but are not limited to,the following:
• Providing SD documentation more extensive than non-dimensioned sketches.
• Attending more than one(1) pre-bid meeting with potential contractors.
• Responding to contractor inquiries prior to the awarding of the contract to a contractor.
• Making site visits. c
• Redesign of project foundations as the result of a lack of foundation design information
or changed requirements for foundation design.
KI W Structural Engineers
Packet Pg.601
K I W Project:21280
October 11,2021 Page 3 of 4
• Makin revisions to the drawings, specifications, or other documents after g g p approval of
information from the Architect.
• Providing Opinions of Probable Cost.
• Site visits to observe and document existing structural conditions because of a lack of CD
available documentation.
• Providing for the design of reinforcement or repairs to existing structures because of
discovered conditions where existing structure to remain is found to be non-compliant
with applicable building codes.
• Development of alternate framing schemes on Construction Documents.
• Providing redesign services for Contractor's proposed design modifications or for
Contractor's proposed substitutions for materials or structural systems.
• Preparation of component and/or cladding design which is normally provided by the
manufacturer such as cold-formed framing or curtain wall framing.
• Preparing a set of record drawings.
• "Fast-tracking" of structural design documents which requires the issuance of structural E
construction documents prior to the issuance of architectural construction documents.
Expenses include travel, meals,parking, photographic processing,copying and printing costs, postage and
special shipping costs,costs of tools or special equipment.
KI W shall submit monthly statements for services rendered. Payment is due within 30 days of the date of
the invoice.A service charge of 1 1/2 percent per month of the outstanding balance may be charged on all
balances outstanding more than 60 days. K¢W reserves the right to stop work on its work when the balance
for invoiced services is outstanding more than 60 days. 0
le
In providing services under this Agreement, KI W shall perform in a manner consistent with that degree of
care and skill ordinarily exercised by members of the same profession currently practicing under similar
circumstances at the same time and in the same or similar locality. y
0
0.
To the fullest extent permitted by law,and notwithstanding any other provision of this agreement,the total
liability, in the aggregate, of K I W and K I W's officers,directors, partners, employees, and subconsultants, CL
and any of them, to you and anyone claiming by or through you, for any and all claims, losses, costs, or W
damages, including attorneys'fees and costs and expert-witness fees and costs of any nature whatsoever
or claims expenses resulting from or in any way related to the project or the agreement from any cause or
causes shall not exceed One Million Dollars($1,000,000.00). It is intended that this limitation apply to any
and all liability or cause of action however alleged or arising,unless otherwise prohibited by law.
PURSUANT TO SECTION SS8.003S OF THE FLORIDA STATUTES, AN
INDIVIDUAL EMPLOYEE OR AGENT MAY NOT BE HELD INDIVIDUALLY
LIABLE FOR NEGLIGENCE. c)
KIW shall not be responsible for the means, methods, techniques, sequences, or procedures of
construction selected by contractor(s) or the safety precautions and programs incident to the work of
contractor(s). KI W's efforts in the Construction Phase will be directed toward providing a greater degree
of confidence for you that the completed work of contractor(s) will conform to the Contract Documents,
but KI W shall not be responsible for the failure of contractor(s)to perform work in accordance with the
Contract Documents. c
KI W Structural Engineers
Packet Pg.602
C.9.b
K I W Project: 21280
October 11,2021 Page 4 of 4
In the event that you make a claim or bring an action against K I W,its officers and/or its employees arising
from the performance of our professional services and such action is dismissed or you fail to prove such a
claim, then you agree to pay all legal and other costs (including attorneys' fees) incurred by K I W in its
defense of such claim.
CD
The contract drawings and reports are instruments of service in respect of the project and K j W shall retain
ownership and property interest therein whether or not the project is completed. Any reuse without
written verification from K J W shall be at your own risk and you hereby indemnify and hold harmless K J W,
its officers and employees from all claims, damages, losses, and expenses arising out of or resulting CU
therefrom. Any such reuse or adaptation will entitle KIW to further compensation to be agreed upon by
you and KI W. CD
m
Please indicate your acceptance of this proposal by signing and returning one copy.
0
Very truly yours,
Keister Webb Structural Engineers LLC ACCEPTED BY
MarkJ ister, PE ClierAagnature
Principal
Printed Name a d Title
Y
Date
0
0.
Client Project/PO Number
CL
0
C�
0
CJ
0
r-
0
U
K W Structural Engineers
Packet Pg.603
C.9.b
William Horn
From: Allen Perez <aperez@Perezeng.com> on behalf of Allen Perez
Sent: Wednesday, October 13, 2021 1:49 PM
To: William Horn c)
Subject: RE: Monroe County-Jail addition
Bill,
Here is a summary:
Task 1—Development Plan $ 3,100
Task 2— Preliminary Design $ 4,350
Task 3—Final Design $ 6,020
Task 4— Bid Phase Services $ 800
Task 5—Construction Phase Services $ 2,250 0
Total $16,520
Thanks,
Allen E. Perez, P.E.
President
le
Perez Engineering& Development, Inc.
1010 Kennedy Drive,Suite 202 6
Key West, FI. 33040
0.
(305) 293-9440
CL
PLEASE NOTE OUR NEW D RESS,
0
From:William Horn<william@wphornarchitect.com>
Sent: Wednesday,October 13, 2021 12:28 PM
To:Allen Perez<a! z@Perezen .com>
Subject: RE: Monroe County-Jail addition
Ok, thanks. It will be either a minor or major development plan with the city depending on them doing the second floor cn
storage space now or later.
So we will have to go to the planning board &City Commissions.you can just email me some quick numbers for now to
make it easier.
0
Thanks, Bill
2
1
Packet Pg.604
C.9.b
William Horn
From: Sudhir Gupta <engr93@gmail.com> on behalf of Sudhir Gupta
Sent: Monday, November 08, 2021 10:22 AM
To: William Horn U
Subject: Re: FW: MCSO GEN: Proposal 2
Bill,
Ref: Monroe County Detention Center Generators
Our total fee for site visit, MEP design, bidding and construction administration will be $ 90,000.00.
Sudhir Gupta, P.E.
President
Innovative Engineering Group, Inc.
5610 Carriage Ln
Davie, FL 33331
On Mon,Nov 8, 2021 at 8:25 AM William Horn<williani�7a w hornarchitect.com>wrote:
Sudhir,
Monroe County needs proposals from all of my subs for this project for some reason. I told them that I don't do that
with my regular subs. He said an email from them noting the project name and the fee amounts will work. Can you get
me a revised email?
Thanks, Bill 0.
0
CL
s'31fIfe m.p. Horn, .(` ,NC•ARB, -%ED A11 2 BD+Q,
t
tt�
WILLIAM R HORN ARCHITECT.HITEC T. PA. �
r 1 i ti +F f rt t {t6b r >
y g
®®Vyy
W
q�
2
0
From: Sudhir Gupta [mailto:engrg3-@ lmail.com]
Sent: Tuesday, October 12, 2021 11:37 AM
To: William Horn
Subject: Re: FW: MCSO GEN: Proposal 2 0
1
Packet Pg.605
C.9.b
n
ll tS, i G l LJ
3.B63ar slt'sa'co 3 ±,cvaral Re 3101
Jacksonville,Ft.,i12207
904.3 z1 19,84
November 91h,2021
CD
William P.Horn Architects
Attn: Bill Horn
0
Project Reference:MCSO Generator Addition(Landscape Modifications)
915 Eaton Street
Key West,FL 33040
CD
Bill,
We are pleased to submit this proposal/contract,effective,November 9',2021 for Landscape Architecture Services for the MCSO
Generator Addition,located on Stock Island,FL. The scope of services will include:providing a code compliant landscape plan
for site improvements associated with the architectural improvements to the project The design shall be provided to the client
when completed for city submittal.
Exclusions: structural,electrical,civil engineering and architectural design by others.Permits to be obtained by others. Site
Visits shall be in addition to the lump sum contract. Budget$1,500 per visit.
The work will be completed in the following phases:
DESIGN PHASE SERVICES
SITE REVIEW
• Walk site,inventory trees and provide approximate location on base plan.(Tentatively planned for the week of November 151.)
• Photo inventory y
PERMIT DOCUMENTS - Produce the following:
• Landscape Plan
• Planting Schedule&Details
• Notes and specifications. 0.
0
• Irrigation Specifications(no design)
CL
TOTAL DESIGN FEE: LUMP SUM FEE $15,000 _
Final Schedule shall be coordinated upon execution of contract.
NOTE.,this is a bid set/permit set deliverable and does not include daily coordination,scheduling,or implementation of the work If
requested,Landwise Design's involvement during construction documentation and/or implementation would include any or all of the Project
Administration services outlined below—services typically performed by a design professional to ensure the success of your project.
PROJECT ADMINISTRATION PHASE SERVICES
• Completion of Construction Documents(Separate Lump Sum Contract)
• Distribute and review construction documents with Owner,Architect,General Contractor,and/or subcontractor(s). CJ
• Obtain bids,bid analysis,and contract negotiation in selecting a Contractor(s).
• Assist with on-site layout as needed for plant materials and hadscape elements such as pool,walkways,walls,patios,etc.
• Periodic project observation during implementation,to promote compliance with construction documents.
• Review and approve contractor payment applications,as requested.
CJ
Fee for proje dministration p se services will be: $200/ho or 15%of Co ruction Cos
xact terms of Con ction/natiall be negotiated er separate con ct)To e your proje a firm part of o chedule,we ed contr t and deposit' the amount $2,500 to
in' ate work. T retainer shall be educted from the and lied to the las ' voice of the L p Sum Contract.
voices will be resented on com etion of drawings-due on receipt. Pr ect Administr on Services,if r nested,will be
billed monthl
Deposit received: Date:
Professional Services Proposal/Contract(Short Form),page 1 of 2
Packet Pg.606
C.9.b
Reimbursable Expenses:
The fees do not include incidental direct expenditures made in the interest of the project such as postage and reproduction which
will be billed at cost plus 25%.
Services not included:
CJ
Revisions resulting from alteration in budget and/or project scope not occurring in the normal sequence of the production of
drawings(if needed,would be billed at hourly rate of$200 per),as-built drawings(if requested,would be billed at hourly rate of
$175 per),surveying,permits and/or application fees(general contractor or individual sub-contractors will provide all required
permits),irrigation plans(planting plan serves as basis for irrigation contractor to install automatic system providing 100%
coverage),engineering or engineering fees(typically,any required engineers drawings or specifications are provided by an
independent engineer,the project architect or sub-contractor performing the work preparation of special graphics or models
p g � p J P g )gyp p P g p
other than rendered conceptual design,and consultants fees such as structural engineer/architects fees.
General Provisions:
1. Termination of agreement:either party may terminate this agreement with 3 days written notice. In the event of
termination,Landwise Design,Inc.will be due all fees earned to time of termination based on percent of completion.
2. Project Observation:although landscape architect may observe and discuss potential problems,site visits are not CD
construction inspections or a guarantee that there will not be construction deficiencies.
3. Review contractor pa ent applications:landscape architect's review shall not be a representation that landscape
architect has supervised the work,or that landscape architect is responsible for the contractor's means and methods of
construction.
4. Work Suspension:in the event an invoice is outstanding for more than(60)days from receipt of invoice by client,
Landwise Design,Inc.may suspend work until such time as the outstanding invoice is paid in full. In the event of
non-payment,Landwise Design,Inc.shall be entitled to reimbursement of all costs of collection including employee
time at the hourly rate outlined in this proposal,plus reasonable attorney's fee and court costs.
5. Liability:.Client agrees to indemnify,defend and hold harmless Landwise Design,Inc. and Ladd B.Roberts,RLA
from and against any and all claims,liabilities,suits,demands,losses,costs and expenses,including,but not limited
to,reasonable attorney's fees and all legal expenses and fees incurred through appeal,and all interest thereon,
accruing or resulting to any and all persons,firms or any other legal entities on account of any damages or losses to
property or persons,including injury or death,or economic losses,arising out of the project and/or the performance or
non-performance of obligations under this Agreement,except to the extent such damages or losses are found by a 0
court or forum of competent jurisdiction to be caused solely by the negligent errors or omissions of Landwise Design, Ie
Inc. The Consultants liability to the Client shall not exceed the value of this contract.
6. PURSUANT TO FLORIDA STATUTE 558.035(lc),NO INDIVIDUAL DESIGN PROFESSIONAL,
EMPLOYEE OR AGENT OF LANDSCAPE ARCHITECT MAY BE HELD PERSONALLY LIABLE
FOR NEGLIGENCE,OR A BREACH OF THIS AGREEMENT. (This statement is in large,capital font as 0
required by statute.) 0.
CL
If you wish to proceed with this work,please sign this proposal/contract and return one copy along with the deposit. The signed
proposal and deposit will constitute our agreement and authorization to proceed. The second copy is for your records.
0
This proposal is valid for 30 days from which it is dated. This proposal may be withdrawn after that date.
Please feel free to contact me at any time should you have questions.
c
Sincerely,
Ladd B.Ro s
Accepted by and eed to: (client)
add O C 4r,
PLa eiwise Design, ne.
c
iresident
r
Date:
Professional Services Proposal/Contract(Short Form),page 2 of 2
Packet Pg.607
O
s
J
Stock Island Detention Center Elevated Generators Review Summary
�
Table (}fContents
1. Overvievv:-----------------------------------------------.2
2. Estimate nf Probable Construction Cost:..............................................................................................4
3. Scenario Elevated Generator Rooms with new Mechanical Electrical Room..................................4
31 EmvirnnmentaL-----------------------------------------'4 sn
�
�
3.2. Civil:...............................................................................................................................................S c
�
33. Structural: --------------------------------------------.6 +`
3'4. Arch�ectuna| -------------------------------------------7 °
3.5. HVAC: ............................................................................................................................................O ~-
3.6. Plumbing:......................................................................................................................................9
3.7. Fueling: 1U —
� ---------------------------------------------'
3.8. Electrical:.....................................................................................................................................1U
3.9. Fire Protection: ...........................................................................................................................12 0
le
Ch
4. Scenario Elevated Generators in Enclosures with new Mechanical Electrical Room....................13 M
41 Environmental:............................................................................................................................13
4.2. Civil:.............................................................................................................................................13
43. Structural: ...................................................................................................................................13 U)
4'4. Architectural: ------------------------------------------13
4.5. HVAC: ..........................................................................................................................................13
4.6. Plumbing:....................................................................................................................................14
4.7. Fueling:........................................................................................................................................14
4.8. Electrical:.....................................................................................................................................1S �
4.9. Fire Protection: ...........................................................................................................................1S
AppendixA..........................................................................................................................................16 >
CL
|
IN
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
1. Overview:
The Stock Island Detention Center currently has two 1 MW generators that supply emergency power to
the facility, with one outside in an enclosure on the roof next to the cooling towers and the other in a
0
generator room adjacent to the outside generator. Both generators are in need of replacement and
have already been purchased my Monroe County.
This summary evaluates the potential construction cost of installing the new generators on an elevated 0
platform next to the parking area on the northwest side of the building adjacent to the mechanical/
chiller room in lieu of direct replacements in the current locations. The first scenario is based on each
generator being in new elevated generator rooms with a mechanical electrical room in between the two 0
generator rooms (refer to Scenario 1 Layout and Elevation View). The second scenario is similar except
the generators would be in separate enclosures (refer to Scenario 2 Layout and Elevation View).
Scenario 1 Layout
r I
Exhaust f Lo Oer
#R„ Louver Platform .
Generator (Elev. equiv
`. 7 Arch to Roof area
( x ) !`i for T , 0
� approx. 5'
lech Et �s, " il bore,„
Room ( 8xr1
hdoor grdgJ ,s?�
`- Generator Covered 0
Area Walkway
r ( � with Double u
.i
lntae <, 4, Mandoor
Lauver Double
Mandoor Mechanical a
r
�t Room with
Chillers, Pumps
and MCC
(below roof)
0
v)
` W
» d E
U
TYLININTERNATIONA
,.L:: Packet Pg.610
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
Scenario 1 Elevation View
0
Ott+) rt
e
s t,
0
12 11 Jt
i � t
! ( 5
Scenario 2 Layout
t
ever for
Ericlo'sare A k E
rr (1x�ro} Platform i)
(Elev. equiv
„ to Roof area >
s t,�
R&t for CT , W
appro . '
� eoh Elegy "{�;� above,,, �, o
Room ( 8x � �� angle gr �
i ` l andoor (84X,;t
' n Covered
t
Walkway 2
with Double >
enor' for {, Mandoor Existing
w
'Enclosure
Angle Mechanical
1
Room with �
� lar�door
Chillers, Pumps
��irr tins rt,
and NBC
(below roof) v)CL
. Y '
E
TYUNINTERNATIONA,.L:: Packet Pg.611
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
Scenario 2 Elevation View
New Double Door with covered
waWwey into MER whh Wrigle
mandoors from now MER Gen
Enclosure are j
vw A7� 4
s z r i F ti mph �
y,
r �
0
E
D -
t
. Estimate ®f Probable Construction Cost: W
The estimate of probable construction cost for the two elevated generator rooms (Scenario 1) is
$2,890,000.
The estimate of probable construction cost for the two elevated generators in enclosures (Scenario 2) is
$2,580,000.
The estimates include the material, labor, contractor construction/project management, engineering, o
commissioning, contingency/uncertainty, taxes and permit fee, and exclude the purchase of the o
generators.
They are based on identifying the potential scope for each discipline using RS Means and general
engineering knowledge to determine the corresponding probable costs, while keeping in mind that
there will be unknowns that will not be uncovered until the design effort is underway. The summary
and individual discipline estimates are included in Appendix A, with the individual discipline scope
summaries shown below.
. Scenario 1 - Elevated Generator Roorns with new Mechanical
Electrical RoornCL
3.1. Environmental LU
The environmental work during construction would be to implement the storm water and
sedimentation control devices at the storm drains in the garage parking area adjacent to the work area
and the uncovered parking area. A representative sample are as shown.
TYLININTERNATIONA,.L:: Packet Pg.612
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
q
.3at y rJ r. IW 0
fh �� rod' z s 1dk`ruby, - L �1 i�t` lkY 0
t� TT
CL
E
It
x
YM f
...
E
c
I✓
5 s � '
. Y " ��� Ls WGi
The control devises would remain and be maintained/replaced throughout the construction period.
Since the new"utilities" will be above ground and a new fuel tank will not be installed, no more
environmental action is anticipated during the construction period.
3.2. Civil; 2
M
An underground utility survey will need to be conducted m
to locate all the utilities, such as power, communication,
sanitary sewer, storm drain, potable water, fire
protection, fueling irrigation. Once located the
p g and ation.g
utilities will need to be clearly marked, as it is anticipated "
0
that there are diesel fuel lines running underground in � i
the general area of the anticipated new
platform/building(s). Some may need to be relocated to � '"
CL
allow the structural support system to be installed. In
addition, de-watering may be required during the
t
placement of the building foundation. K
E
1t
i t rutd%e:u atYia� �yt `t� and Fire Dire (�,?
The current handicapped parking spaces and sidewalk 11PA r�wif t�,y,� ,� work
under the raised platform would need to be re-worked to . �
avoid the column structure supporting the raised
TYLININTERNATIONA,.L:: Packet Pg.613
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
platform, generators and room(s). This would include a combination of re-grading, sidewalk repairs, re- _
striping, adding additional handicapped parking near the fountain area and modifications to the fire
lane. In addition,the landscaping directly underneath the platform/room area would need to be
removed and replaced with pervious pavers, and the irrigation/hose bibbs would need to be modified to
cease irrigation in the area but allow the remaining system(s)to operate.
Since the new buildings' systems (sanitary sewer, storm drain, potable water, fire protection, electrical
and fueling)would be tied into the existing building systems above ground, the underground piping will
not be affected.
3.3. Structural;
A new concrete structure will be placed near the southwest corner of the Facility.This new structure will
be located 5 ft to 6 ft apart from the existing structure, between gridlines 12 and 15.
ADDUM
I
E
{ B f U)
t
4 i V�
i wd 0}4
a
1
t
W
I
�q
V
It will consist of two structural levels and a roof level. The intent is to have an independent new structure, o
connected to the existing Facility via a covered walkway. This would be connected to the existing Facility
via a floor and roof slab cantilever called the"connector bridge",which would have a 1"floor/roof building
expansion joint.
gyp „,,
O
a.ei ,.rir n LL ti
r
q
V(
L1 II 4 i
V
E
�TYLININTERNATIONAi�
,.L:: Packet Pg.614
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
The projected footprint of the new structure will have a rectangular shape,with 28 foot wide spans in one _
direction, matching the existing columns of the Facility, and extending into the parking spaces in the
perpendicular direction with a 35 foot bay depth.
0
The general description of the structure is as follows:
• Foundations will consist of drilled caisson piles laid out in accordance with tributary load areas
(Note that the size and depth would need to be determined by recommendations provided in a
geotechnical report during design).
• The superstructure will have reinforced concrete columns and beams. For the purposes of
0
estimating, 24"x24" columns and beams have been assumed, to be confirmed in design.
• Floor system will support both Generators Rooms and the Mechanical Room, at the second-floor
level and will be a concrete slab approximately 8-12 inches thick, to be confirmed in design.
• The walls will be 8" nominal reinforced CMU. 12
• The roofs will be approximately 6 inch thick concrete with the roofing material as described in the
architectural section.
• Roof parapets will be 8" nominal reinforced CMU with architectural finishes to match the existing
parapet height.
3.4. Architectural
The superstructure will be reinforced cast-in-place concrete columns and beams with integrally cast-in-
place concrete slabs for floor and roof, as described in the Structural section. The building structure will
be elevated above grade approximately 26'-0"to align with the existing second elevated floor slab,with
a mid-column top of beam line at 12'-0" to approximately align with the existing first elevated floor slab.
The mid-column beam locations and sizing will be designed such that an elevated floor and CMU infill
walls can be added in future phases below the generator building for additional usable detention center �+
expansion and programming of approximately 3,000 gross square feet. The building room height is o
0
proposed as 14'-0" with a 4'-0" parapet wall, so that the overall structural height (approximately 40'-0") y
will align with the existing detention center parapet. The overall building is approximately 35' x 86', or
3,010 gross square feet. A covered walkway or"connector bridge" is approximately 8'wide by 6' long,
thus keeping the elevated structure 6' away from the existing detention center northwest wall.
Exterior walls and parapets will be 8" nominal CMU, set flush with the exterior face of beams and slabs
and infilled between structural superstructure. Exterior wall finish will be fluid-applied air barrier, 2"
rigid insulation, and 3-coat stucco to match existing finishes, applied to CMU and concrete perimeter
beams and parapet walls (both sides). Roof subsystem will be 60 mil thickness PVC single-ply membrane
over 4" minimum polyisocyanurate with tapered insulation to roof drains. Roof drains (4-6")with cast- i
iron leaders will carry roof drainage through the building and floor slab to galvanized steel downspouts
and into the storm system. Aluminum parapet copings and overflow scuppers will be used for the roof. CL
Below the elevated slab, a fluid-applied air barrier with a stucco finish to match the walls will be applied.
All exterior colors will match existing detention center exterior colors. The following design standards
will be used for building envelope requirements, based on Climate Zone 1A(Moist, Hot-Humid) for
Monroe County:
• Roof Insulation: R-20ci (proposed 4" polyisocyanurate rigid)
. a Packet'Pg.615
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
• Mass Walls: R-5.7ci (proposed 2" extruded polystyrene rigid)
• Opaque Doors: U-factor= 1.20 or less (proposed hollow Metal doors and Frames)
Fenestrations will include hurricane-rated aluminum fixed-blade louvers in the generator rooms, and
hollow metal doors and frames with epoxy coatings, and stainless steel hardware sets. Specialties
include 42" high galvanized pipe and tube guardrails with epoxy coatings for the "connector bridge."
The connector bridge platform slabs exposed to elements will receive exterior traffic coating. An
additional set of guardrails will be provided along the connector bridge roof, so that roof access to the
generator buildings can be safely accessed from the existing detention center roof.
0
Interior finishes for floors will be composition polyurethane flooring with suspended vinyl chips, and
walls will be epoxy painted over block filler. Interior life safety items, such as fire extinguishers and
illuminated exit signs shall be provided.
3.5. HVAC:
Air conditioning of the mechanical/electrical room (MER) will be provided by a chilled water based
vertical floor mount air handling unit (AHU) located in the room near the northeast corner, estimated at
around 15 tons. It will have a ducted supply with three to four diffusers/grilles for the main area,
le
Ch
another 2-3 diffusers/grilles for the electrical equipment dedicated to the generators and a non-ducted
return. Chilled water(CHW)will be provided through supply and return pipes (approximately 2 inch to
LN
2-1/2 inch diameter) routed from the chiller plant, connected to the existing 10 inch CHW pipes prior to
the AHUs in the existing MER near column 14, and run through the existing MER wall into the new MER.
The AHU will have a wall mounted digital thermostat and unit mounted control panel with
communication to the chiller plant/main building automation system control panel. In addition,the
existing MER will have some HVAC control panels and equipment starters moved along the outer wall to
allow for the new double door into the new MER.
The generator rooms will each have a thermostatically controlled wall mount exhaust fan to remove the o
0
residual heat in the generator rooms when the generators are off with 45 degree discharge hoods and
backdraft dampers. These fans will be de-energized when the generators are on. In addition, each
generator room would have "hurricane" rated intake and exhaust louvers that are estimated to be
around 7-12 feet by 12 feet in size, with the exhaust louver connected to the generator radiator via a
duct/housing, estimated to be approximately the same width and height as the louver with a depth of
about two feet.
CL
i
. a Packet'Pg.616
C 9.c
Stock Island Detention Center Elevated Generators Review Summary
13 14
? N wit„
rra+r4
v M F 01 x+el raga.
i tuar
PmCWWR
■ r
(x -
r
6
a I,,,orq 1.,14M`H -
Each generator will have a silencer, wall thimble and exhaust pipe with the new silencer and thimble
(supplied by the generator manufacturer). The exhaust pipe, fittings and external goose neck will be
ASTM A-53 welded steel pipe, sch 40,with a minimum of 3 inches calcium silicate insulation and an
aluminum jacket on the inside pipes. m
3.6. Plumbing: �
One floor drain connected to the sanitary system (estimated at 4 inch)will be installed in the new MER
0
and each generator room approximately 1/3 of the way into the rooms. These floor drains will be o
connected to an oil/water separator prior to connecting to the existing sanitary system. The floor drains
will have vents running up the walls closest to the floor drains and terminating above the roofs. The
sanitary lines for the floor drains will run underneath generator room floors and MER floor to a new
"main" line,then to the outside wall of the existing building, down the wall and into the garage/parking
area to tie into the existing vertical 6 inch main sanitary drain line between columns 13 and 14. m
In addition, %" to 1" cold water lines connected to hose bibbs located in the generator rooms and MER
along the walls adjacent to the existing MER will be provided. The cold water line for the hose bibbs will A
le
run from the 3 inch vertical cold water line in the existing MER near columns 15 and in between,
columns D and EE, and into the new rooms. ¢'
i
Rainwater will be collected and disposed by two roof drains on the top of each new room tied to sloped
horizontal lines under the roofs, and connected to a new rainwater leader(estimated at 6 inch) located CL
in the southwest corner of the new MER. This rainwater leader will penetrate the floor of the new MER
and run down the wall of the existing building and tie into the existing 6 inch rainwater leader near
column 12 and column D. The AHU condensate will be collected via a floor drain and tied into the new
rainwater leader.
TYLININTERNATIONA,.L+: Packet Pg.617
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
3.7. Fueling;
The two generators will be provided with fuel oil (diesel)from new supply and return lines that are
connected to the existing systems which are fed from the two existing diesel tanks. One set of new
pipes will be connected to the existing 1 - -
inch supply and 1-1/4 inch return lines - --- - -
along column D, in the garage parking area
(conn. pt. 1), run below the beam and up
the outside wall into the mechanical
0
electrical room (MER). A second set of lines },�'-�,;
will be connected to the 1-1/2 inch supply
and 2 inch return lines near column 10 and
column EE (conn. Pt. 2), run parallel to rs r r � , ; I .� � � ��� E
c)Q r and^ _;`rua0 �
column 10, then parallel to the beam at
and w45 CWW WWIlD r LEIMAr
� !
column D (inside the garage parking area), MF,R:_
and into the new MER following a similar
path as the first set of new lines. These two .............
sets of lines will be configured to allow fuel
to/from ether set to the generators by
opening/closing manual valves. The routing
from inside the garage parking area will also
permit new tie-ins, if the fuel tanks are '
3
replaced/relocated in the future.
In addition, new day tanks (approximately m
200 gallon, double wall steel type)will be
i d 1,i pY}1C'IW 17wf Y4
installed and will include high/low level 3 ,
alarms,fuel filters, vent lines, transfer 3 _ - 0
pumps, leak detection, etc. The day tank and
components currently provided with the -
recently purchased "outdoor" generator will
fit
be assigned to one of the new generators,
thus only one new day tank system will need >
to be purchased.
New fuel oil supply and return lines will be provided from the piping in the MER to/from each new day
tank and generator. It is anticipated the lines will be 1 inch supply and 1-1/4 inch return, with flexible
pipe at the generators.
i
3.8. Electrical;
The layout will consist of one central mechanical electrical room dedicated to emergency distribution CL
and control equipment.This MER is proposed to house one electrical distribution panel dedicated to
juvenile detention center(DJJ) emergency loads, a main emergency distribution switchboard (SWBD) for
control and protection of the two generators and a third portable emergency generator, and a central
paralleling control panel.
TYLININTERNATIONA,.L:: Packet Pg.618
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
The two new generators will be indoor types, each at 1000kW,480V, 3(�with integrated paralleling _
control panel.The generators will also be provided with remote monitoring panels in the same office
area (west of the existing electrical room) as the existing monitoring panels.
0
The new main distribution SWBD will be connected via a new 2000 Amp busduct to the existing
emergency distribution SWBD "EDP" located in the existing main electrical room. The existing DJJ
circuits terminating at automatic transfer switches (ATS)TS-4, and TS-7 located in the existing main
electrical room will be re-routed in conduit to the new electrical room (new panel DJJ).The third DJJ
load (TS-8)will be re-routed from the existing generator room to the new electrical room (panel DJJ).
0
CL
� E
i
ffift
.x
E
U)
��Iww r
v
+
s
xi,sti Pro os coil i Layout
The new building footprint will affect the existing lighting for the parking area as one of the lighting �+
poles is in conflict (see figure below) and will need to be removed. As a result, new lighting will be
provided outside the face of the building, and under the new structure to light the affected parking ¢'
areas.The new building will also require convenience power, indoor LED lighting, and lightning
protection system. Extension of the existing fire alarm, fire protection and security/surveillance system
CL
will also be needed.
TYUNINTERNATIONA,.L:: Packet Pg.619
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
0
lI, s F =a• 1 { + a)t i x �S r ib uar. a
t k�wU
S ai � — rs51{ Y tY i
a �
s4 !
w,Y; I �4s Jay n �1LisiStljssll-dY $a ° taiiY 1b� yr:Ys�fl��* E
ot I ------------------------------------------------
,
U)
New building footprint
The electrical installation is to include all installation and material costs, except for generators, as well as v,
control integration,testing and commissioning of all the systems. o
0
The county will provide the two 1000 kW generators,with integrated paralleling controls and a central v,
control panel.The installation, integration with existing system, testing, and commissioning will be by
the contractor. One of the generators provided is an indoor type, and the second an outdoor type of a
generator with a day tank included in the structure. Thus, for Scenario 1, the contractor will need
remove the generator and day tank from the outdoor generator enclosure, so it can be placed in the
new generator room.
3.9. Fire Protection:
Approximately 8-10 sprinkler heads are anticipated for the new MER and each new generator room.
The sprinkler heads will be split between two rows of new sprinkler piping, approximately 1-1/2" to 2" i
diameter for the MER and approximately 2" to 3" for the generator rooms. A new 6" line will be tying
the new system into the 8" main in the garage parking area (near column 9 and column D or along CL
column EE) and running inside the garage parking area to the outside wall near column 14 and up
through the floor of the MER.
TYLININTERNATIONA,.L:: Packet Pg.620
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
. Scenario 2 - Elevated Generators in Enclosures with new C r7ic l
Electrical Roorn
4.1. Environmental: o
The Environmental scope for Scenario 2 is the same as Scenario 1.
4.2. Civil;
The Civil scope for Scenario 2 is the same as Scenario 1.
0
4.3. Structural;
This Structural scope for Scenario 2 is the same as Scenario 1, except the generator area is open (no roof o
or walls) and will have generator enclosures mounted to the "floor."
New Double Door with covered' _
walkway into iMER w th single
Martoo rs from new MER Gen �
rrp i` ncl s re a e4 cU
w I,:.k w ...
'" anW,
fW-
II�i
d
}
0
3113�i1�rt },1 ��j
s.... . .Na11u!=_ w
4.4.Architectural:
The Scenario 2 building is approximately 35'x 30', or 1,050 gross square feet,with flanking 35' x 28', or
980 square feet generator platforms. It will be as generally described in Scenario 1, except without
louvers as the generator enclosures will have their own intake/exhaust openings. Specialties include 42"
high galvanized pipe and tube guardrails with epoxy coatings for the "connector bridge" and the
generator platforms. The connector bridge and platform slabs exposed to elements shall receive
exterior traffic coating. An additional set of guardrails will be provided along the connector bridge roof,
so that roof access to the generator buildings can be safely accessed from the existing detention center
roof. CL
LU
4.5. HVAC;
Air conditioning of the mechanical/electrical room (MER) will be provided by a chilled water based
vertical floor mount air handling unit (AHU) located in the room near the northeast corner, estimated at
around 10 tons. It will have a ducted supply with three to four diffusers/grilles and a non-ducted return.
Chilled water (CHW) would be provided through supply and return pipes (approximately 1-1/2 inch to 2
Packet Pg.621
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
inch diameter) routed from the chiller plant, connected to the existing 10 inch CHW pipes prior to the _
AHUs in the existing MER near column 14, and run through the existing MER wall into the new MER.
The AHU will have a wall mounted digital thermostat and unit mounted control panel with
communication to the chiller plant/main building automation system control panel. In addition, the
existing MER will have some HVAC control panels and equipment starters moved along the outer wall to
allow for the new double door into the new MER.
4.6. Plumbing:
One floor drain connected to the sanitary system (estimated at 4 inch)will be installed in the new MER
approximately 1/3 of the way into the room. The floor drain will be connected to an oil/water separator
0
prior to connecting to the existing sanitary system. The floor drain will have a vent running up the wall
closest to the floor drain and terminating above the roof. The sanitary line for the floor drain will run
underneath the MER floor to the outside wall of the existing building, down the wall and into the12
garage/parking area to tie into the existing vertical 6 inch main sanitary drain line between columns 13 =
and 14.
In addition, a %"to 1" cold water line connected to a hose bibb located along the wall adjacent to the
existing MER will be provided. The cold water line for the hose bibb will run from the 3 inch vertical cold
le
water line in the existing MER near columns 15 and in between, columns D and EE, and into the new
MER.
Rainwater will be collected and disposed by two roof drains on the top of the MER tied to a sloped
horizontal line under the roof of the new MER, and connected to a new rainwater leader (4 to 6 inch)
located in the southwest corner of the new MER. This rainwater leader will penetrate the floor of the
new MER and run down the wall of the existing building and tie into the existing 6 inch rainwater leader m
near column 12 and column D. In addition, 1-2 floor drains are anticipated for the platforms of the
generator enclosure areas that will be tied to the new rainwater leader. The AHU condensate will be v,
collected via a floor drain and tied into the new rainwater leader. o
0
4.7. Fueling;
The two generators will be provided with fuel oil (diesel)from new supply and return lines that are
connected to the existing systems which are fed from the two existing diesel tanks. As with Scenario 1,
one set of new pipes will be connected to the existing 1 inch supply and 1-1/4 inch return lines along >
column D, in the garage parking area (conn. pt. 1), run below the beam and up the outside wall into the
mechanical electrical room (MER). A second set of lines will be connected to the 1-1/2 inch supply and 2
inch return lines near column 10 and column EE (conn. Pt. 2), run parallel to column 10, then parallel to y
the beam at column D (inside the garage parking area), and into the new MER following a similar path as
the first set of new lines. These two sets of lines will be configured to allow fuel to/from ether set to the
generators by opening/closing manual valves. The routing from inside the garage parking area will also
permit new tie-ins, if the fuel tanks are replaced/relocated in the future.
CL
In addition, new day tanks(approximately 200 gallon, double wall steel type)will be installed and will
include high/low level alarms, fuel filters, vent lines, transfer pumps, leak detection, etc. The day tank
and components currently provided with the recently purchased "outdoor" generator will be used for m
one of the new generators,thus only one new day tank system will need to be purchased and placed in
the second "outdoor" generator enclosure.
. a Packet'Pg.622
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
New fuel oil supply and return lines will be provided from the piping in the MER to/from each new day _
tank and generator. It is anticipated the lines will be 1 inch supply and 1-1/4 inch return, with flexible
pipe at the generators.
0
4.8. Electrical;
The layout for Scenario 2 will also consist of one central MER dedicated to emergency distribution and
control equipment and will house the same equipment as described in Scenario 1.
The two new generators will be outdoor type housed in a hurricane proof aluminum enclosures, each at
1000kW, 480V, 3(�with integrated paralleling control panel.The generators will also be provided with
remote monitoring panels in the same office area (west of the existing electrical room) as the existing
monitoring panels.
The new main distribution SWBD will be connected via a new 2000 Amp busduct to the existing 12
emergency distribution SWBD "EDP" located in the existing main electrical room. The existing DJJ
circuits terminating at automatic transfer switches (ATS)TS-4, and TS-7 located in the existing main
electrical room will be re-routed in conduit to the new electrical room (new panel DJJ).The third DJJ
load (TS-8)will be re-routed from the existing generator room to the new electrical room (panel DJJ).
le
The new platform footprint will affect the existing lighting for the parking area as one of the lighting
poles is in conflict (see figure below) and will need to be removed. As a result, new lighting will be
provided outside the face of the building, and under the new structure to light the affected parking
areas.The new building will also require convenience power, indoor LED lighting, and lightning
protection system. Extension of the existing fire alarm, fire protection and security/surveillance system
will also be needed.
The electrical installation is to include all installation and material costs, except for generators, as well as
control integration,testing and commissioning of all the systems. �+
0
The county will provide the two 1000 kW generators,with integrated paralleling controls and a central o
control panel.The installation, integration with existing system, testing, and commissioning will be by
the contractor. One of the generators provided is an indoor type, and the second an outdoor type of
generator with a day tank included in the structure. Thus, the contractor will need to provide a new
enclosure and install the new day tank and the second generator in the enclosure.
4.9. Fire Protection:
Approximately 8-10 sprinkler heads are anticipated for the new MER split between two rows of new
sprinkler piping (approximately 1-1/2 "to 2" diameter). A new 2-1/2" to 3" line will tie into the existing
6" line near column 13 and EE, .in the main electrical room and feed the new system in the new MER.
An alternate source will be tying the new 2-1/2"to 3" line into the 8" main in the garage parking area i
(near column 9 and column D or along column EE) and running inside the garage parking area to the
outside wall near column 14 and up through the floor of the MER. This will add approximately 50 feet of CL
pipe when compared to tying it into the 6" pipe in the electrical room.
® a Packet'Pg.623
C.9.c
Stock Island Detention Center Elevated Generators Review Summary
0
0
Appendix A o
Estimate of Probable Cost
le
0
0
LU
CL
i
. a Packet'Pg.624
C.9.c
0
0
0
Scenario 1
0
0
LU
CL
Packet Pg.625
WBIIHM A JGPJ MSS ) AjewwnS MOIAOUSWOOU Sup PO4BA813 PuBlsl Mai - :4u8wq3BWV w
o 0 00 0 o N
c-I O O Fli
M N -- In 4 4 M � M nLn n 00 � c In n c� 0000 00 cn
o
CL
a d
+ x y
x o6 to
Y ° _ ILu O
O x
u a _ -
m m
O w
m 6 4
w N E
u + u E
o6 o6
_ _ =
x N
H O O o6
a u c
O Y a a O
O
a a u N o d Q m
C u u In
a s o a s 1-1 v a a
oA 3 u
o a fl 3 X
a
E
axi axi Q O ou
a ^ Q Q ° O c
oa E E o
c
O c v o n
Ln Lno > c n
X Ol 00 M In to M M l0 'O O oA a a a
a c 0 Ol N 17 O Lr Ln c a C u
Lr M In
O: N l0 N rn c-4 N In l0 M
LP
F-: N Il N N c-I � c-I f6 N a O v1 v1 n v1 v1 v1 Q Q p In
oC a a in
3 a +
O a N O E a) E p
oo
O m a V} V} V} O V} w Lf1 w
V1 l0 N N Ln > L}
u m W V} V} V} V} -6 N ^ E p
i a Q p O w
W > N w m > c-I
1'4J V a
u - i N O H N l0 ^ O^ n n 00 O O M <0 O 7 w > V}
O �: n M In I� n O n N 00 M w N = > +m+ 2 oA a
m 0 0 ^ N N N c l0 } M 00 0 O a o O
m m J M l0 N In w N W l'n N M s oA N a
cc Y
O V} V} Ln Ln V} V} V} V} V} 7 V} V} v, m G O O a
wLn
> Y K u O Z) u Y
a a
w C7 O
0
a N c-I l0 1p 1p O^ lf1 ^ l0 n rt m In I� 'n I� o O o o
y: OM Ln N N O a `"� O m N In � Ol ^ 00 n 00 vi l0
E W ++.. 00 l0 I� N M N } rl 01 0j L} M cn m 01 c-I 01 01 n Ln M p' o0
�n 3 m.: m M 10 M M L} i VNj N M M c�-I M N .--I M c-I ~ M N W 00
w a N N L} L} L} N 7 tn, tn, tn, . ~ V} V} rl V} V} V} N V} N V} N V} N
i
z u
> y i
l, 'n ul
m �
E m
7 C £ m
n a a
E Ln F-
N �
0 0 0
o N
K u \ in: O O � 0 0 O O ^ N
z
a L °
(u o
m
>' 0
a- u
w a
� m
m �
in O
U
u rj
r d
° O O
a
ry E r
t
uj a oa
co
i LL
= a
O 7
O
� m �
Ln 'C m
0� �a uJ
X m
m E
c a
x �, O E
Ma io O m H •y d vOi
_ 7 u c U- a a m
E u 48
a
a d Q Q J J X J bA U O
O > n d w a Cm 0o oil 0o 5
w Q ii G J W 2 2 i a i 2 O O +T' 0o u a
uob
a i O O C O = V
cai a cai c a E F- a
.6 . E 'ao � E E c E
d 0 N Ln Ln Ln Vf Ln 1 Ln o W (u uOJ 7 Ln 1 Ln uJ Ln 1 FO-'.
N
a0 o N
— m
C
W O W W 'i
N
m « O Z
V
r
Z z z z z
i
c m i m m a
m � e
u
m
N m o
-
o
u •- u= .i , Y o
N U.
� >
Y ¢
E E E E
o
� ^ " o
o 0 0 0 0 0 0
o 0 0 0 0�0 0 0 0 0 0 0 0 0 0
o
� o
0 0 to 0 0 0
i^
oo
wl
0 o
+
+
2 2
— O
u°
a v h a o °
O ~
V E
m.
a m �
2
J V i O
a
t t O a a
a
o
o ^ o
3 >
z to 0 0 o a
o a to o Y E
0 0 0 a o
E E o
OV o
N2
o « o U
7 ulw
0
E ¢ \ n
3 u LL '^ a o
ti >
O
Z E o `o
p w a
2 ?
0 - lw
u -
N m ^ o
s u o V
Of Of Of Of Of Of M
n
a+ O
O
� O
O
C
3
x E o
Y F
ro
a
0 0
� ZZZZ z
E E
o O o
N o
a
E 3 s
E E ° E E > > E E
v p s N N a U.
> N o o _ c
n v
•' v v o m v vi
U vi
u v '
.. '«
0
3 w i
L
0 0 oml N M U U m
m
m
O
O. Y
in in in in in in in O O ' c � >
C C C C C C C C Y
E E E T T E
o 0 0 0 0 0 0 0 0 0 0 0 0 0
.. . ...............
.... .........
0 0
0
i
u
E
i
c .oi. o o �
,., o o *n 6 6 6 o O O
= *r. i. i. o vo.
0
6 6
o N o o o + n
a � o � w o o o .6oa o o o O �
_ — O
3 E u° f0
� E
w n
J u i O
O — E
wm
o N o
o " v
z o 0
- o
— v o
E U o
0 0 0
o w
J ON O 't? +A O O Ol 91 O L"i O O
m u N O
K U O � U
V1 V1 w U n
E o 0 0
_ o v riOn m
o j
Q y w o
o F
o � •� � � y U ° a 4 a' a 4
E n ° n E E ° n o
o s a
E Ao
s
o �
o LL
E E E v v v v m m m m a E
v v v v v v v v v
o •"
0 0 0 0 0 0 0 0oo 1.o
3 9 d a
0 0 0 0 0 0 0 o m m m m u u m a
m
......... ......... ......... ........
.I ..........
u o,
m
`o
a i
ry
o a'
E E E 2 2 2E2 E 'u
o 0 0 o 0 0 0 o o o
o
u
E
iO Ox 0 0 :i o 0 0 �
._ a o v.v. in *n v. *n "- •
n o 00 o m o m o 00
n
= m x
- O
o
u E
J u i O
O - E
o v
s v v v o
z
0 0 -
0 Im
o 0 o 0
s A a r r r r r r r r r r r r -
- � o
m
- o
z E omu
`o _
o w
o LL x x
N - o r7 O O
*n -
m u ^ o
� u u
m o
m m
N o 0 0 °m LL LL LL LL m � ri o o 'O 0 0 o
w w w F F F 'u 'u 'u 'u .n.n.n ry.n.n.n.n ry .n m `^ m m H
v v v o -2v2
v «' E u o -vo - ° u 'm �° o
a _u E E v o r -
o m
o v a
E -O o x o 0 0 ° - E
E ° v 8 o m - n
E u vuu
x 01 tt° y f0 f0 N 4. ` mt2 1. a
° E °v E ' v no -o E o „ ° �' E jEo mZ� m
u m E o v o E E \ o x N
v
0
o v o o u o o\ E
S O l
o a
o s -
o
u u- - - - - -
. E N i
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Qu
E E v v v v v E E 'a
........ ........ .....N
0
3 w>
— A
aa9 9 9 9 9 9 9 M M M w
z z z z zo
m m
0 0 0 0 0 0 0 0 0 0 0 0 0 0
m
.a
0
m m m m m m m m m m m m m m m m m m m m m m m
v v v v v v v v v v v v v v m m
o 0 0 0 0 0 0 0 0 0 0 0 0 0
1.
0
E
is
o �n o o m o
6 o 0 0 o m _
v v
o ry vi ti
O o o 6 o :: 16 6 o ry o o ci
_ — O
u° m
o v h O o F
u E
« 2
u i O
O — E
s 3 0.0 3
3 _
0
v o f 0 0
c
m
� a
01 n v o
to u° � n
3 uu N o
E E `o _
o w
0
c = o o m o m o ry o m N o m o �. `y`- 2 2
o o w �o oN 6m *n w o O O
:n Y
m ^ o
u o u
m m m �
m m
0 0 u n
IN
o Tm u m E
a
m x LL °
m � v
2 o F
mm
mu
`o m
x `o m o m ai E N m .�
-O - a v v v o.N E m o
E o � m �, u � u o 0
m
o E E E E
+ v v m v m m m m y A
a7 v;
E
F n,�; E E E
m N
_ E E o o f E E
E E E ° «' E s E E E E a
s
E E � � �
� � E a ¢ m o w
0
m
� s N
LL
u m
ry ry ry ry ry ry ry ry m e
m
`o
a i
ry �
o a'
E E E 2 2 2 2 2 2 E E E E E
................
o 0 0 0 0 0 0 o 0 o 0 o 0 0
0 0
0
u
E
o
v m .°1+ °+ o o � 'o 0 o ro
0 o n o 0 0 o vi
O N o a ry
O ry 0 O O N N M O O ry O O O O +
� o o n
m W O
_ - O
3 E u° f0
o v h O o F
u E
i
u i O
O - E
o N Ti I
° v o
3 - -
z
0
0 0 0 0
s A 2a r r r r r r r r v -von
_ o v
LI
ta: N u°
w r r r r r r r r � m N
- o
zf E o `o _
o w
> > oN✓1 0 0� w. o �;, o O n ,`; oN oN o O O
� n m
m u ^ o
� o � u
¢ m a
>o
0 0 -
v E E o
o o s m
n o m mIx x m
°
E
J.
o o E x _ E u n v o
O O 3 O 0
_ _ O O
a a o¢ o¢ > -
as V u a a ` �- m = N0
Y Y a a o 3 o o a E '�° `a
a
LL
� ,,,, ,. ti
a .-.
O -
0
¢ ¢ n m o 0 0 ¢ oN « y ¢ a
m m m
,� N m N w '� -
Z ,_
O
.a p O N CI L
N N N N N N N N N 01 H: u m
m`m a e
i
i
u
'm
m
a o
e
I� -
a u. ,
u
y
ed ¢
Y
K K K K K K K K K
......... ......... .........
m
N N m
-
ro
0 0 0 0 O O OHO O O 0 0 0 0 0 ,y
0
O O O O O O O O O O O O O O
-- -- - - - - - - - - - - - -
r m ti W N . N a r r
N C O N lw m I- r
�a �
0
V
O
T
O m N NO I IM OO C W
1
- Z
V a~= O O O O O O o O O O p O
w O y1 v1 v1 o
� r y V
o
2
- O
o �
V �
O a 91 91 v7 vl vl vl vl vl vl vl vl vl � � N
m �
2
V i O
O - �
Q
o 1O c �o °-
Lri
o Y '^ o
3 ' o >
Z o wo a
o � o
> o o ti ti oti O o - a o
G:i
a a - ° o
E E o
o _
o o >
o -ao
is u°
0
ti ?
Z E o `o
O O O p m O 2
y=j Off.VOl +lT h o6
a m ^ o
s u o u
m m m m m m n
70
o
j V uNi.n .n uNi.n •n N � N � N N N
3
E
0
0
3 0
2 - F
� N
a E a z Z Z Z Z
n a � �
3 yo F
c m Q a ? a
o 0
Ao ^.
2 3 3 3 N m
E E > o a a a E E E E
¢ ¢ ¢w w m m m m ry ry w v m w w w w ..„ , •e.. ..: ... ..
0
3 A w a
E a s a a a a a w 9 p Z a o
2 m N u m o
m
O
p, Y
O N �
a a m m m m m m m m m m m a a a a of
Y
E E E E E EiL ff
n m ry n m iO m v o F o 0 0 0 0 0 0 0 0 0 0 o 0 o
0 0
0
o
u
E
u \
is
� y o
u
`o
w o 0
0 o p
o O w o o ry o ry 0 � ry o v ry O +
° + v a
2 � 2
71
In 6
zi
_ O
—
o v h O p F
u
2 O
O � E
o � o
o � n
3
o -
- o
0 0 0 0
0 0
0
3 � °
'u
W
K 0 0 0 U
�' I�Yf I�Yf I�Yf I�Yf I�Yf I�Yf IYf
3
_ _ E
0
o
o �
m
s °
� o E
E E E E E
3
v ry w w o w m v v
IN
z z z IN z m z z o
A m
m
.a
0
`o
m m Ym Y Y
v v v v v v v v v v v v v v v v v v v v v v v v v v v v v v °
E E E :E E E
o 0 0 0 0 0 0 0 0 0 0 0
o
v. o
........................... - .... ......... ................. .......... u
Nw
E
o w '� v.v. ✓. .n *n *n v..n v.v.ro v' in p
0 0 0 0
c w
� o
� y o
u
aaw v o o w w N
E
u
O E
omw Nm \ o
oo6v v o
o 6 `v
z o o -
- o
.i. .'i.i.� E E o
0 0 0
-
y
s m a r r r r r r r r r r r r r`r r r r r - o -vo
- o
z. u LL r r r r r r r r r r r r r rr r r r r E E `o _i i i i i s i i i IN
v
0 o w
G
o .oi. ry w
�
u 61. 1 1 u
w w w w w w w w w w w w o
`o
to
m
m o v m ° m m m E
w o o - 3
m \ -=o
m u u u m
to x m a > 3 0 0
E E
It o E E °E v - °;
EL
"' �,, m
o a
',' s
A o
u;
v s .-:
� o
a n
u i
m
o
i _,
a a
a` z
E £ a o
Z C Y Z eJ,
eJ
S N
C 2
U m
e\°\°
m
O
Y
N N �
Q
Y
U
.F �
C d
H y
Q
� j
2
ii� O
Y
0
m
u
� a
_ �
. c
0
o s o o n o
_ N m
E E o E G
¢ x'
o
w w m m ry w
0
a a
Y Z J.'..
SN
N N N m u
............. ......................................................J.--------.-------. .........
O
p, Y
O N �
Y
E E E 'u
o 0 0 0 0 0 0 0 0 0 0 0 0 0
o n w o
• v.v m n v o 0 0 0
0
_ o
E
o u 5 oo oo o O
� o
� y o
u
`o
0 o n o o m o ire o o
2 x
_ O
—
o v h O o F
u
w u x
x O
E E E E v
O � E
o � n
3
z n o
m o
E E o
k2 « — -
0 0
0
t7 N u° }
m
O
o o x x
m ^ o
u
m m
� u �c.n.n.n �c .n.n.n.n �c•n �c•n �c �c co
`o
3
i E
o u
Q x N
F
o
C.9.c
0
0
0
Scenario 2
0
0
LU
CL
Packet Pg.637
WBIIHM A JGPJ M ) AjewwnS MOIAOUWOO sup PO4BA813 PuBlsl M304 — :4u8wq3BWV co
O o 0 00 0 o co
N O Ol Fli
M N -- '1 4 4 M � M n1 00 � c V1 n c� 0000 00 cn
oCL
a d
+ x y
x o6 to
s� o = IL
u O
o x
U N
n 8
O w
m 6 4
w N E
u + u E
o6 o6
H = = N
O O O o6x U u c
2 o
o N
G N U o d m
Q
ai u u in c
s O UJ N
� N p N
3 u
p � O
m
J 3 axi
E
Q N N Q O Ou
bA ^ Q Q Ou O c
C E E n o
O O o oA op
O u u O c c
C
X M Ln p O >
.0. m 00 M N M ^ Ln -O oD on UJ UJ U
.--� l0 I� O — Q
01 I- N � 00 01 M l0 C N o
£ ri ni 'Q d 'o 'o o d -a
O H: N 00 01 � O O Q O o O
aj
V} � Ln
V} V} V} V} n3 Q aj Ln
Q N O V1
a a +
0 3 N ou Ln N O
> Z 7 O N 01 V1 O O N O ro Ln n3 O O
m 'Orrif1' if1' ri ri V} V} O' v1 w ^
u aw W. Ln Ln Ln Ln -6 N O p `� UJ m
i Q O o w i n
�n > UJ N w w >
W M J N
o O M N 00 M � V1 00 00 N N N l0 w n3 > C
U N to to V1 N O c-I c-I " O O 01 M O m > C N ..
UJ V1 �: I� M 00 00 I� V1 M N M V1 w N = > +m+ 2 oA UJ
4 Q m m to to O � 00 N c-I to } M V1 4 O UJ d o O
to y, J: M 00 l0 .-I V1 00 ^oC) N N s oA c�c N u
-Ln L } } } } } L} } } } 7 L} L} c-I > UJ f6 G O O UJ
2 w > Y K U O � U Y I
O (', rn
N V1 l0 O N o0 W 00 w V1 I� ID N V1 O
L.. V1 N l0 00 N W 0o M M n rq 01 01 M W W
N dm Ln 4! y. o N O Ln Ln r4 o6 n ri ri O rp
yEj N M M O M V1 4 } , H d' N N V c-I O 01 00 M OM IMA 1^A
vi L} c-I � N i ^ �. N ^� ci N c-I c-I M N
w 3 L} N L} L} L} L} N O tn, tn. �/? rl ~ V} V} rl V} n V} rl n N nq N V} N
G! U v? Lt LA LA LA LA LA
E
c m
a E a
o
E';
O Vf
H O o 0 0 0
m O Ln O Ln 0 0 O O N
CL U o6
0� r- . Ln V1 ri
c-I c-I c-I N N
O
aj
Z u p
� O
Ql: +L+ o
> C
(u O
v! V
w ai
c �
u N a
u p w.
O ry O
Ln o m >
£ a1
j a 9
W co L LL
2 ai
O >
c O
� m
Ln 'C
0� �p u
x N
(6 E y, V
c ai
x O E
N io O m H •y d vOi
_ O U C u N H G! N
E u a1 2 .,
Q c > u ° > E v u a `° E °= im E O o w
N.. U i 2 7 LL N d Q Q J J x J O.0 U O
O > n d w v m n 0o 0o o 0� 5 ii a`
w Q ii J W i +tko T+ co u _ G!
+(6+ +(6+ +(6+ C (6 C y N (6 = (6 G! (6 LL 0
uob
a1 i O O C O = U
H H H H H u w u H C a £ F- p F- F-
'ao � E E c
d 0 N N t/Of Ln Vf . 1 Ln Ln W (GJ u 7 Ln 1 o u o 1 FO-'.
Q
0
E « o
m
� o
is
E E a i
u
o f°
E E E
LL
o
3 d a
d
S O
m L N
U m
m
........ ..................F................- � ....... ........
m
O
O. Y
ry �
N N N N <
u
E E E E
y o
0 0 0
0 0 0
75 is
0 0 0 0 ry v o o
i
u
E
i
0 0�
� u
`o s'
2 x
— O
o _
u E
— � o
E o o —
`o
- o
v o u
E E o
o 0 0
o 0
—
n�o LL
'— o
w E o `o _
-
m
3
`o —
0
o x m o
vV°�
E g 4
m �
E o n o u o i
a
o m - m
E E ° E E E > E E
u u
o
S m
O O ONm Im N m U m
m
m
O
G. Y
O v v N m
O O Q
v C C C C v C . . C O, O, v Y a m
E E
v
o o 00
0
.N c5 15-
rvN .N .N i. w m N
v v
¢.......................................................
E
\ o n o 0 0 N o � *oi�. o o N
---LLE
� u
o :
_ — O
� S O' E u° m
o v h O o —_ F
u E
am
� n
J u i O
O _ E
E o o v
`o
- o
E E 0 0
o 0
LL E m
E E o `o
3 o w
O
m u N O
K 0 0 0 U
E o 0 0
o j
E E
o n o n F
o yU U `o
uu o ¢ a ¢ 4
E n ° E
m x ¢ ,� oo `o w
EL EL
'^ 6
Q S Y C�jO
E
0
s s 5
v � w
- 9
0 0
- o
E E E E
0
3 > a'
v N ry N ry a
0 0 0 0 0 0
a a a m o 0 o m a a
0 0 0 0 0 0 0 o m m m m u m a
m
u o,
m
`o
a i
ry �
FdHH—
o a'
E E E 2 2 2
T- -
i
i u
E
0
o v.v. in *n v. *n "- •
c w
`o
` n o 00 o m o m o 00
a o Iw n ov o n
n
= m x
- O
o v v o E u° m
u E
J u i O
O - E
o = o
E o o v
`o
0
.i. .i. v. v. .,n o 0 0 0
-
o 0
- � o
E E o `o _
3 o w
o 6 o w ry +oi. o*�
w
v m o y > m m
m u ^ o
� u o � u
n n n n n n N
'u 'u �„ �„ v.
EE °- -
w. o F E 0 0
E o
° o
3 v o °
—ux E
o
E \ o x E o
o -° m o E
v
S C 0
E � -
s -
o
u
s
E E v E E
v v v v v v v v v v v v v v v v v v v
w w v v v w •,
0
3 �
z izz � z zo <
A m
0 0 0 0 0 0 0 0 0 0 0 0 0 0
m
0
E
0 0
0
0
u
E
o 0 oN v`Oi ry o� 0 0 0� 0 0 0 0 0 0 0 N
•- c o
� u
`o
o .y o o +-+ o o o o o w o ry `A
— O
w E u° f0
u E
J u i O
O _ E
w
E
` o
q. s A
2L LL � m
E o `o _
3 o w
m o vi oo LL >
� ✓. v. '^ *n "^ '^ *rvi. .`Di.'v.*^ i. +n .n .n .n .;n � n ry v -+r. m
m ^ o
.u o Iu
o f x E a u ° E
lu
s v v a v o Q 4 4 4 4
21 iz zz z z
E o �
o a v
n n o 0
u u v v
`m E -o 'u
¢
o s o3: m o `°
o
v u a _ Q s
E E E ° «' E -o o `o o E E E E
s > s
¢ r, o o ¢
......... ................. ...... ... ...
0
3 d a'
¢ Q,
Y Z �'
m m S N
N N N N N u m
m
m
L _ O
O Y
O N �
.i Q
a a a m m m m m m m m m a a a a
m m m m m m m —
E E E E E E E E
................ ........
ml
o 0 0 0 0 0 0 0 0 0 0 0 0 0
Im
0 0
0
o
u
E
a
� u
`o
m o m o 00 0 0 0
_ - O
w E uo 0
a O o F
u E
� n
u i O
O - E
o = o
N
w v V V v o
: _
E o o -
to
`o
0
E E 0 0
-
o 0
Q s A a
uo o
w E o `o _
3 o w
¢ = oho o van o 0 o y
o c m ry ry `
> > o o ry �. v. ri v n o v. o i. m rri +oi. "^ v O > m O m
m ^ o
u o u
u
3
o -
3
u
n o m o 0
°
u n c
Q E L 3 0 o ry E = m F
� 6
n n
0 0 3
s o
m mu um n m o
E E a a o 3 0 o N v E m- ..:
0
E Q QM 9
A m S N O
N N N N N N N N ry U m
m
m
O
O. Y
ry �
O Y Q
E E
i s m N m ry �^� o
� N °� o 0 0 0 0 0 0 0 0 0
ry n o v m v m �
�o m o3 m .� m n
o o o o
0
o
u
.n
E
«
j
H U
O
75
a s o m m .`+ ry v o o° w �o n
� c o + _
_ — O
w E u° f0
u E
� n
u i O
O _ E
o - = o
3 ° ° 3 _
E
tj
E
E E 0 0
` o
—
_ �
o �
ZL LL
o
m
E o `o _
3 o w
Eo 6 " o x x
-
ru
In
m
a m m m m m m m
3
E
0
_ � o
x - F
0
'^ 6
v v o
m o 3 - y s s s
x 3 3 3 E m
E E o ¢ a a E E E E
w w ¢ ¢ ,.
0
z z z z z z zo V,
m
......., d - ...
m
`o
a i
o,
ry �
`o a'
E E E E E E
� � N
0 0 0 0 0 0 0 0
0 0
0
........ ......... ......... ...................m.................� - ...................
0
u
E
i
� u
`o
m o
am
_ - O
w E u° f0
u E
J u i O
O - E
E o o -
`o
- o
E E 0 0
-
LE
cm
0
-
o
N c
m
0
3 o w
-
'-
° m o
3
_ _ E
0
. 3 F
o -
O -a N a
-O-O O O O o o o o o o o o o o o o o o o o o o o o o o o Y O o O O O L
o o d E °
E E I E E oI I I I E E
a a a a a a a a a a a a a a a a a a
O
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 3
Z Z Z m m m m m M m N N N Z Z m O O O Z Z O aL
M C C ~ ~ ~ ~ ~
m
a
N
0
E E E E E E
K K K K K K K K K K K K K K K K K K K K K K K K K K w w K K K K K
o 0
Ol N m N
^ C N N O ^ `i T T N m N C N ^ ° o 0 o O o 0 0 o O o
^ O O N O �O I O ^ L N C �O O N N m,N N C O O O O O O O O
N N
� N m r-i � � N r-i O I� � O O
W
C N h C �O ^ W I�h C C N O O O O O O O O O O O
Vl Vl Vl o
M W ti ti
oO O O Oi O O N N
M m N C �O N C Mm m
�O ^ m d
I� m C I� C C C I� ^ N l0 l0 ti C N C rl l0 o N N x
l0 i�{ h ^r-i^ C C N h r-i C r-i C l0 N C ri W C Y
V1 Vl Vl Vl Vl Vl Vl Vl N
O
........
......�...... c Ta�d,
......oro m o^iN �o ^ a a
0
lo
O
N p +
2
O
E °
E u L o
- F
O - �
° n�O1 1O c o ,� o ^ ^ o a c N c
n �o a c rv^i ,� o o `� N m ro vv'i c ro ro c a ti
ti ti N N
N N N
� ro i.n.n.n.n.n ri ri � r-i .n .n .n ,� ,� r-i ,� ^' ro a : p�o 0
O � m o 0 0 0 o a ti � o o N
a o o No a w w ^ ^ N N a ro ro N n o 0 o w o x oa
a
1O m ^ ro a ai o O O O c O O °'
.n ro o a v^i a o 1O m ro . N c ti N 2 of 8 o N
s o o >
o sY _ —
kn
o
l7. v e a
u ir
E o `o
LL
Wm �o �o N m n w 0 0 N o o x > > - x
a N m
,4 c'co '? ^ m o N m ro .n '^+n.n o 'uoi v. '^ ;n O .n 3 0 o .. O
H '^ .n✓1 vwi '^ v�i vi v1 v1 n vi c a a
v v u N
s u o D
in n n
w w Ma O O O M O O O O M O
U U
p ^ _
C N '� w E v O E a a O o
O o 3 o E o o o> m m
> 3 o a o o c ,",' c o a >
o o o E `o N o -O 3 L > o
0
p `O
> w a a a a m o 0 o a a o ,., E a
Y N u u u E a ,-i > u
w m = a a a
o oN °o ors ° E � 3 3 .3 .3 0 °o. Y' a N E mov�i u � �.a m o
ro
o N 3 Y a a a a c `a o o
n
o a `o n Q a m a c z Z z z
c c 3 3 3 3 3 a m
c o w n n nu u
m m o
n n n n n a o o c E °
E a u `a
99
E a E E E o o _ m v o c Z5 '" -
p E E o
o s o 9 LL o
� o
m
0
3 Y
a a
E a s a a w E Z a o
N N N N m -u
............. ......................................................J..........__
O
p, Y
O N �
Y
E E E 'u
o 0 0 0 0 0 0 0 0 0 0 0 0 0 g
• v.v v m .-+ .v. v o 0 0
0
i
o
E
i
u � o
� y o
u
`o
0 o n o o m o ire o o
o o 6 o
2 x
_ O
-
o
u
' E
� x O
v O � E
° rl - = o
3 _
0 0 0 -
- o
= = o
E E o
QI o 0
29
s A a r r r r v v
G o r r r r r N m E
E O `o _
3 o w
O > - O
v " n m N
m � ^ o
� u o � u
I kR k voi
.oi.
`o
3
i E
o �
F
o