R7B-Accept Construction Manager At Risk Agreement w-Clark For MBCC ProjectCOMMISSION ITEM SUMMARY
Condensed Title:
A Resolution Of The Mayor And City Commission Of The City Of Miami Beach, Florida, Accepting, Pursuant To
Article 6 Of The Construction Manager At Risk Agreement ("Agreement") Between The City And Clark
Construction Group, LLC ("Clark") For The Miami Beach Convention Center Renovation And Expansion Project
("Project"), A Guaranteed Maximum Price ("GMP") For The Prolect ln The Amount of $515,458,058.00;
Approving And Authorizing The Mayor And City Clerk To Execute The GMP Amendment To The Agreement;
Authorizing The Direct Purchase Of Materials And Equipment ln Accordance With The Agreement; Authorizing
The City Manager To Bind Coverage For Builder's Risk And Other lnsurance For The Project ln An Amount Not-
To-Exceed $11,600,000.00 (Net Of Non-Construction Related Premiums For On-Going Convention Center
Operations); Establishing A City Contingency For The Project, For Use By The City, ln The Amount Of
$35,000,000.00; And Delegating To The City Manager The Authority To Use The City Contingency To Execute
Any Project-Related Agreements Or Contract Amendments As May Be Necessary For The Successful Delivery
Of The Proiect, With To The City Commission With Reqard To Utilization Thereof.
lmprove alliance with key business sectors, namely hospitality, arts & international business with a focus on
enhanced culture, entertainment & tourism.
Data (Surveys, Environmental Scan, etc) NiA
On May 20, 2015, the Mayor and City Commission adopted Resolution No. 2015-29028, approvinglhe
Agreement between the City and Clark Construction Group, LLC, authorizing pre-construction services for the
Project and specifying the terms and conditions for the development and negotiation of a Guaranteed Maximum
Price ("GMP") for the construction phase services for the Project. City and Clark have negotiated a proposed GMP
for the Project in the amount of $515,458,058.00, based on the 65% GMP Documents developed by Fentress
Architects. ln total Clark received 194 bids, and 3 or more companies bid on 97.8% if the work. The trade bidding
process was monitored by the City's Owner Representative, Hill lnternational (Hill). The GMP Amendment is
attached hereto as Exhibit A.
lnsurance: Due to general liability insurance for a project that is open for events while under construction, opening
the entire facility twice for Art Basel in a partially constructed building, and due to the large renovation component
of a fairly old building, insurance costs are significantly higher than originally expected. The City will work with the
City's Risk Management Division, an insurance broker and/or Clark to bind appropriate coverage at competitive
rates. These policies need to be in place in early December, prior to construction commencement. Accordingly, I
request the authority to bind coverage for builder's risk and other insurance policies for the Prolect in an amount
not-to-exceed $1 1,600,000 (net of non-construction related premiums for on-going Convention Center operations,
currently budgeted at $2.3 million annually). I will report back to the Commission the results of the competitive
process or,.if necessary, come back to the Commission if any additional approvals are required.
City Continqency: The Administration recommends the establishment of a separate fund established outside of
the GMP for use by the City for Project-related costs, in the amount of $35,000,000.00, to cover any additional
Project-related expenses for which City is responsible under the Agreement; additional services or other expenses
chargeable to the City under existing Project-related agreements, such as additional design services if required of
Fentress Architects, or additional Owner's Representative services if required of Hill lntemational, lnc.; and other
third-party agreements or expenses as may be necessary for the successful delivery of the Project, with monthly
reporting to the City Commission with respect to the progress of the Project and the utilization of the City
Contingency.
The Administration recommends the City Commission adopt the Resolution.
Financial
Board Recommendation:
Clerk's Office Tracki
AGENOA ITEM
DATE
Source of,#=4 lepr
Amount Account
1 $ 2s,000,000 Line of Credit Fund 443, with any use refunded by bonds
2 $537,058,058 Future RDA, Resort Tax and Parking Bonds
Total $562,058,058
Financial lmpact Summary: N/A
Maria Hernandez. ext. 2584
Assistant Gity Manager
MIAMIBEACH
21 \Clark GMP Amendment\MBCC
46
ISSION MEMORANDUM
issionTO:
FROM:
DATE:
SUBJECT:
Total
NTP-1
BEACH, FLORIDA, AC PURSUANT TO ARTICLE 6 OF THE
CONSTRUCTION MANAGER AT AGREEMENT ("AGREEMENT") BETWEEN
THE ClrY AND CLARK CONSTRUCTTON GROUP, LLC (,,CLARK") FOR THE MIAMI
BEACH CONVENTION CENTER RENOVATION AND EXPANSION PROJECT
("PROJECT"), A GUARANTEED MAXIMUM pRtCE (,,GMp") FOR THE PROJECT !N
THE AMOUNT OF $515,458,058.00; APPROVING AND AUTHORIZING THE MAYOR
AND CITY CLERK TO EXECUTE THE GMP AMENDMENT TO THE AGREEMENT;
AUTHORIZING THE DIRECT PURCHASE OF MATERIALS AND EQUIPMENT IN
ACCORDANCE WITH THE AGREEMENT; AUTHORIZING THE CITY MANAGER TO
BIND COVERAGE FOR BUILDER'S RISK AND OTHER INSURANCE FOR THE
PROJECT lN AN AMOUNT NOT-TO-EXCEED $11,600,000.00 (NET OF NON-
CONSTRUCTION RELATED PREMIUMS FOR ON.GOING CONVENTTON CENTER
OPERATIONS); ESTABLISHING A CITY CONTINGENCY FOR THE PROJECT, FOR
USE BY THE CITY, lN THE AMOUNT OF $35,000,000.00; AND DELEGATING TO
THE CITY MANAGER THE AUTHORITY TO USE THE CITY CONTINGENCY TO
EXECUTE ANY PROJECT.RELATED AGREEMENTS OR CONTRACT
AMENDMENTS AS MAY BE NECESSARY FOR THE SUCCESSFUL DELIVERY OF
THE PROJECT, WITH MONTHLY REPORTING TO THE CITY COMMISSION WITH
REGARD TO UTILIZATION THEREOF.
ADMINISTRATION RECOMMENDATION
Adopt the Resolution.
KEY INTENDED OUTCOME
lmprove alliance with key business sectors, namely hospitality, arts & international business with
a focus on enhanced culture, entertainment & tourism.
FUNDING
The following funding sources will be used for three notices to proceed (NTP) issued to Clark:
NTP - 1: $ 25,000,000 Line of Credit Fund 443, with any use refunded by bonds
NTP - 2: $480,458,058 Proposed Future RDA, Resort Tax and Parking Bonds
NTP - 3: $ 10.000.000 Proposed Future RDA, Resort Tax and Parking Bonds
MIAMIBEACH
City of Miomi Beoch, l 200 Convention Center Drive, Miomi Beoch, Florido 33,l39, www.miomibeochfl.gov
CO
Mayor Philip Levine and Members the City
Jimmy L. Morales, City
October 21,2015
A RESOLUTION OF THE MAYOR 4ND CITY COMMISSION OF THE CITY OF MIAMI
$515J158*058
Up to a not-to-exceed maximum amount of $25,000,000 no later than November 5,
2015, to authorize early procurement of Work as may be required to maintain the
critical path schedule for the Project and other enabling Work. Until such time as
NTP2 is issued and City obtains bond financing required for the Project, City shall
have no liability or obligation whatsoever to Construction Manager or the
47
Guaranteed Maximum Price (GMP) Amendment for Clark Construction Group, LLC for the Miami Beach
Convention Center Renovation and Expansion Project
October 21 , 2015
Page 2 of 7
NTP-2
Subcontractors under the GMP Amendment or the other Contract Documents for
any amounts in excess of NTP1.
Up to a not-to-exceed maximum amount of $480,458,058 once the bond financing
has closed.
NTP-3 Up to a notto-exceed maximum amount of $10,000,000 once the park design is
compete.
BACKGROUND
On March 2, 2015 the City issued Request for Proposals (RFP) No. 2015-129-ME for construction
manager at-risk services for the Prolect.
On May 20, 2015, the Mayor and City Commission adopted Resolution No. 2015-29028,
approving the agreement with Clark Construction Group, LLC ("Clark") for construction manager
at-risk services for the Project ("Agreement"). The Agreement set forth the terms and conditions
for all construction manager at-risk services, provided for a fixed fee for Preconstruction phase
services of $2,594,073, and required Clark to propose for City Commission approval a
Guaranteed Maximum Price ("GMP") Amendment.
ANALYSIS
The GMP Amendment is attached hereto. lt includes the overall budget, Clark's GMP, GMP
Drawing Set, clarifications and assumptions, owner's budget, and schedule.
Overall Budget
The following summarizes the overall project budget.
Trade Costs
Contractor (Clark) Soft Costs:
General Conditions (Clark Staffing)
General Requirements
Payment & Performance Bond
General Liability lnsurance
Construction Manager at-risk Fees (3.8%)
Construction Manager's Contingency
Convention Center Facility GMP
Other GMP ltems (lncluding all mark ups)
P-Lot Park (allowance)
Storm water Drainage Culvert
Subtotal
TotalGMP
Direct Purchase Tax Savings (Estimate)
Net Total GMP
$410,205,803 66.62%
24,465,886
14,760,103
3,708,000
1,807,650
17,288,003
29.747.613
501,983,058 81.53%
10,000,000 1.62%
0.56%
2.19o/o
83.72o/o
-O.97o/o
3.475.000
13.475.000
515,458,058
-6,000.000
3.97o/o
2.40%
0.60%
o.29%
2.81o/o
4.83%
509,458,058 82.74%
48
Guaranteed Maximum Price (GMP) Amendment for Clark Construction Group, LLC for the Miami Beach
Convention Center Renovation and Expansion Project
October 21, 2015
Page 3 of 7
Owner's (City's)Cost:
City Staffing & Expenses
Consultant Fees (SAG)
Owner's Rep (Hill lnt'l)
Design Fees (Fentress)
Owner's Cost Estimator (US Cost)
Pre GMP CMAR Fee (Clark)
Testing & lnspections
Permit & Plan Reviews
Site Studies / Other
Public Art (AIPP)
MBCC FF&E
I nsurance (Al lowance):
o GL Wrap
o Builder Ris]</Building (net)
. Professional Liability Umbrella
Carl Fisher Renovation (Allowance)
Total Owner's Cost
Subtotal
Owner's (City's) Contingency
Total Project Budget
1,561,000 0.25%
1,047,725 0.17%
5,585,673 0.e1%
26,669,442 4.33%
400,030 0.06%
2,594,073 0.42%
2,328,943 0.38%
2,400,000 0.3e%
847,041 0.140/0
6,900,000 1.120h
6,830,945 1.11%
9,000,000
1,600,000
1,000,000
2.500.000
71 ,264,872 11.570/o
580,722,930 94.32%
35,000,000 5.68%
$615,722,930 100.00%
1.46%
0.26%
0.16%
0.41yo
Trade Costs - The trade cost budget was developed through a bidding process managed by
Clark for the major first tier subcontract work, in accordance with the Agreement approved by
the Mayor and City Commission pursuant to Resolution No. 2015-29028. The trade bidding
process was monitored by the City's Owner's Representative, Hill lnternational (Hill). The
following is a summary of the process:
. Clark issued a notice to potential subcontractors to participate in a Subcontractor
Networking Event held on July 30, 2015. The notice was sent to over 1,000 potential
bidders in the Clark database, a notice was posted in regional newspapers (Miami
Herald, Daily Business Review, and the Orlando Sentinel), and notifications were sent to
ABC East Florida, Broward Biz, Dodge, Miami Chamber of Commerce, Miami Dade
Chamber of Commerce, Miami Dade Government, Small Business Administration, and
South Florida Associated General Contractors. The networking event had over 175
subcontractors and vendors sign up with actual attendance over 225.
. Clark issued a Request For Proposals to potential subcontractor bidders in early August.
A notice was sent to the subcontractors in Clark's database, regional newspapers, and
the other organizations listed above.
. On August 20, Fentress Architects issued a "GMP Drawing Set" with 65% complete
construction documents. The set included 2,250 drawings, and 3,000 pages of
specifications. Clark created 62 separate trade bid packages from the GMP Drawing
Set, and issued RFP's to the qualified bidders, which included scope descriptions to
facilitate comparable bidding. The 62 trade packages were those traditionally utilized in
the industry, such as electrical, plumbing, HVAC, concrete, steel, demolition, audio
visual, etc. Bidders were asked to prepare a base bid consistent with the GMP Drawing
49
Guaranteed Maximum Price (GMP) Amendment for Clark Construction Group, LLC for the Miami Beach
Convention Center Renovation and Expansion Project
October 21, 2015
Page 4 of 7
Set. ln addition, they were asked to provide voluntary alternates to be considered that
reduced costs or schedule provided they offered the same function, warrantee, and
performance as the base specifications.
o Each trade bid was deposited in an electronic lock box and reviewed by Clark, Fentress
Architects and their engineering disciplines, and the City's Owner's Representative (Hill
lnternational). Each bidder invariably interpreted the voluminous number of drawings
and specifications differently. Therefore, Clark, with oversight by Hill, and Fentress
Architects and their sub consultants met with each bidder to review their scope,
understand any differences and deficiencies, and then requested from each bidder a
final proposalwith the refined scope.
. There are seven trade packages that represent roughly 50% of the trade costs and are
critical path trades. These include electrical, plumbing, HVAC, window wall, exterior
"fins', audio-visual, and elevators/escalators. For these trades, the bidding process has
been completed, and in each case the lowest qualified bidder was selected by Clark. By
selecting these key trades prior to the GMP, it eliminated a portion of the bidding risk in
the GMP.
. Three more trades, demolition, concrete and steel, represent the next 25o/o of the trade
costs. Bids have been received from these three trades and the scoping meetings have
occurred. However, the subcontractors have not been selected. The final selection of
these trades will occur shortly after the City Commission approves the GMP.
. For the remaining 25o/o of the trade contracts, bids have been received and reviewed,
but not scoped yet. Clark prepared an estimate for these remaining trades based on the
bid information. lndependently, the City's cost estimator (US Cost) prepared an estimate
for these trades, and Clark, US Cost, Hill, and SAG reconciled the two estimates for
inclusion in the GMP. These trade contracts will be finalized over the next few months.
ln total, Clark has received 194 bids, and three or more companies bid on 97.8o/o of the work.
There will be opportunities for further sub-contracting of these 62 primary subcontracts. Clark
estimates there will ultimately be up to 300 subcontractors, sub-subcontractors, and suppliers
involved in the prolect. Clark will implement a number of initiatives to promote further
involvement, including the posting of contact information for each primary subcontractor, as well
as a listing of opportunities at http://www.mbccrenovation.com/.
General Conditions - General conditions represent the costs related to Clark's management
team for the project, as well as their on-site overhead costs such as office trailers, utilities, and
technology needs as delineated in the Agreement. The staffing plan was developed in
conjunction with Hill and SAG. The plan includes 44 tull time (varies over time) staff on-site and
15 part time staff off-site, totaling 193,203 hours and an average all-in cost of $110 per
hour. The Construction Manager At-Risk Agreement provides for a reduction in these costs if
the budgeted staff hours are not ultimately required.
General Requirements - General requirements provide for miscellaneous costs to execute the
construction. These include cranes, equipment, temporary partitions, temporary shoring,
dumpsters, fire watch, security guards, site cleaning, and other similar costs.
50
Guaranteed Maximum Price (GMP) Amendment for Clark Construction Group, LLC for the Miami Beach
Convention Center Renovation and Expansion Project
October 21 , 2015
Page 5 of7
Payment & Performance Bond - Cost of the payment and performance bond related to the
construction of the project.
General Liability lnsurance - Cost of Clark's general liability insurance required under
Construction Manager At-Risk Agreement. This is separate from other insurance required for
the Project.
CMAR Fees (3.8%) - Clark's fee as previously approved by the City Commission in the
Construction Manager At-Risk Agreement, equates to 3.8% of the costs under the control of
Clark.
Gonstruction Manager's Contingency - Funds for Clark's use for risks assumed by Clark in
providing the GMP with uncertainties that are beyond their control as specified in the GMP
Amendment. Costs payable from the CM's Contingency include additional costs of the Project
that are reasonably inferable from the 65% complete design documents, bid escalation costs if
actual trade bids are higher than those budgeted, costs for implementing a hurricane
preparedness plan, and other Clark costs as defined in the Agreement.
Convention Center Facility GMP - The guaranteed maximum price for construction of the
convention center is $502 million, 0.33% higher than the conceptual budget of $500.3 million.
Other GMP ltems - ln additional to the convention center construction, the GMP will include
can allowance for the P-Lot Park and the costs for an underground storm water pipe through the
convention center site to move off-site storm water from 17th Street to the Collins Canal.
Total Guaranteed Maximum Price (GMP) - The guaranteed maximum price is $515,458,058
for the convention center expansion and renovation, the convention center (P-lot) park, and the
storm water pipe.
Shared Savings - lf actual costs are below the Guaranteed Maximum Price, the savings are to
be allocated 75o/o to the City and 25o/o to Clark.
Direct Purchase Tax Savings - The City plans to purchase certain materials directly. The
sales tax savings from any items purchased directly by the City will be a deductive change order
to the GMP, with 100% going to the City. This anticipated sales tax savings are estimated to be
$6,000,000.
Owner's (City's) Costs - The City is directly responsible for various costs related to the
project. Contracts for several of these items have already been approved by the City
Commission, including those for design (Fentress), owner's representative (SAG/Hill), and Pre-
GMP services (Clark). Other City costs include those for testing and inspection, permit & plan
reviews, Art in Public Places, furniture, fixtures & equipment, an allowance to renovate the
historic Carl Fisher Clubhouse, and insurance.
!nsurance - lnsurance costs include coverage for the following:
. General Liability and Excess Liability for third-party claims for property damage and
bodily injury as a result of construction activities. The limits of liability are targeted to be
$200,000,000, with a $250,000 deductible.
51
Guaranteed Maximum Price (GMP) Amendment for Clark Construction Group, LLC for the Miami Beach
Convention Center Renovation and Expansion Project
October 21, 2015
Page 6 of 7
. Property (including Builders Risk) insurance is for "All Risk" coverage including flood/
earthquake/named windstorm and equipment breakdown inclusive of all renovation,
remodel and expansion of the Convention Center. The total insured values are targeted
be $700,000,000 with a loss limit $600,000,000 subject to named windstorm limit of
$50,000,000, and a flood sublimit of $25,000,000. The named windstorm deductible is
targeted to be 5o/o of value at risk at the time of loss, subject to a $1,000,000
minimum. The all other perils deductible is targeted to be $100,000. The amount
budgeted is net of the building insurance that is within the Convention Center's operating
budget. The City anticipates consolidating the Builder's Risk coverage (for construction)
and the City's existing Property lnsurance coverage (for Convention Center operations)
under one master policy, given that the MBCC will be in operation during construction.
. Owner's Protective Professional and Pollution Liability lnsurance (OPPI) protects the
City from both pollution and professional liability in the event the City is brought into a
legal action and the contractor's or architect's insurance has either been exhausted or
the claim exceeds their limits provided. Policy limits are targeted to be at least
$10,000,000.
Worker's Compensation insurance providing for work related injuries is not included in the
insurance budget. The individual contractors providing labor to the Project are providing this
insurance and the costs are included in the trade costs.
lnsurance costs are significantly higher than originally expected. This is due to general liability
insurance for a project that is open for events while under construction, opening the entire
facility twice for Art Basel in a partially constructed building, and due to the large renovation
component of a fairly old building. The City will work with the City's Risk Management Division,
an insurance broker and/or Clark to bind appropriate coverage at competitive rates. These
policies needed to be in place in early December, prior to construction commencement.
Accordingly, I request the authority to bind coverage for builder's risk and other insurance
policies for the Project in an amount not-to-exceed $11,600,000 (net of non-construction related
premiums for on-going Convention Center operations, currently budgeted at $2.3 million
annually). I will report back to the Commission the results of the competitive process or, if
necessary, come back to the Commission if any additional approvals are required.
Owner's Contingency - lt is recommended that the City have an Owner's Contingency of $35
million for the Project, to cover any additional Project-related expenses for which City is
responsible under the Agreement; additional services or other expenses chargeable to the City
under existing Project-related agreements, such as additional design services if required of
Fentress Architects, or additional Owner's Representative services if required of Hill
lnternational, lnc.; and other third-party agreements or expenses as may be necessary for the
successful delivery of the Project.
Decisions related to the use of the Owner's Contingency in construction projects often needs to
be made timely to keep the project on schedule. These changes may require a change order to
the construction manager, or may need to be expenditures to third parties. Where practical, I
intend to seek advance approval from the City Commission. Where not, I request the authority
to use the Owner's Contingency to provide for Owner project costs outlined in the Agreement,
and/or to execute other agreements with third-parties as may be necessary for the successful
delivery of the Project. I will provide a monthly Owner's Contingency Report outlining its uses
52
Guaranteed Maximum Price (GMP) Amendment for Clark Construction Group, LLC for the Miami Beach
Convention Center Renovation and Expansion Project
October 21, 2015
Page 7 of 7
by line item and the remaining balance. We will have a similar report from Clark related to the
use of the Construction Manager's Contingency.
Total Project Budget - The total project budget is $615,722,930.
Schedule - The GMP amendment provides for a substantial completion date of June 30, 2018.
Clarifications - The Clarifications outlines'assumptions Clark has made in the GMP when the
65% GMP Drawing Set was incomplete. This will assist Fentress with completing the design
and with minimizing disputes as to what was included in the GMP.
CONCLUSION / RECOMMENDATION
The Administration recommends that the Mayor and City Commission hereby accept a resolution
of the Mayor and City Commission of the City of Miami Beach, Florida, accepting, pursuant to
article 6 of the Construction Manager At Risk Agreement ("Agreement") between the City And
Clark Construction Group, LLC ("Clark") for the Miami Beach Convention Center Renovation and
Expansion Project ("Project"), a Guaranteed Maximum Price ("GMP") for the Project in the amount
of $515,458,058.00; approving and authorizing the Mayor and City Clerk to execute the GMP
Amendment to the Agreement; authorizing the direct purchase of materials and equipment in
accordance with the Agreement; authorizing the City Manager to bind coverage for builder's risk
and other insurance for the Project, in an amount not-to-exceed $11,600,000.00 (net of non-
construction related premiums for on-going Convention Center operations); establishing a City
Contingency for the Project, for use by the City, in the amount of $35,000,000.00; and delegating
to the City Manager the authority to use the City Contingency to execute any project-related
agreements or contract amendments as may be necessary for the successful delivery of the
project, with monthly reporting to the City Commission with regard to utilization thereof.
Attachments:
GMP Amendment
JLM / MH
T:\AGENDA\201S\October\MBCC Oct 21\Clark GMP Amendment\MBCC CMR GMP - MEMO.docx
53
RESOLUTION NO.
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, ACCEPTING, PURSUANT TO ARTICLE 6 OF THE
CONSTRUCTION MANAGER AT RISK AGREEMENT ("AGREEMENT")
BETWEEN THE CITY AND CLARK CONSTRUCTION GROUP, LLG
("CLARK") FOR THE MIAMI BEACH CONVENTTON CENTER RENOVATTON
AND EXPANSTON PROJECT (,,PROJECT"), A GUARANTEED MAXTMUM
PRTCE ("GMp") FOR THE PROJECT tN THE AMOUNT OF $515,458,058.00;
APPROVING AND AUTHORIZING THE MAYOR AND GITY CLERK TO
EXEGUTE THE GMP AMENDMENT TO THE AGREEMENT; AUTHORIZING
THE DIRECT PURCHASE OF MATERIALS AND EQUIPMENT IN
ACCORDANCE WITH THE AGREEMENT; AUTHORIZING THE CITY
MANAGER TO BIND COVERAGE FOR BUILDER'S RISK AND OTHER
INSURANGE FOR THE PROJECT IN AN AMOUNT NOT.TO.EXCEED
$11,600,000.00 (NET oF NoN-CoNSTRUCTION RELATED pREMtUMS FOR
ON-GOING CONVENTION CENTER OPERATIONS); ESTABLISHING A CITY
CONTINGENCY FOR THE PROJECT, FOR USE BY THE CITY, tN THE
AMOUNT OF $35,000,000.00; AND DELEGATING TO THE Clry MANAGER
THE AUTHORIW TO USE THE CITY CONTINGENCY TO EXECUTE ANY
PROJECT.RELATED AGREEMENTS OR CONTRACT AMENDMENTS AS
MAY BE NECESSARY FOR THE SUCCESSFUL DELIVERY OF THE
PROJECT, WITH MONTHLY REPORTING TO THE CITY COMMISSION WITH
REGARD TO UTILIZATION THEREOF.
WHEREAS, Request for Proposals No. 2015-129-ME (the RFP) was issued on March
2,2015, with an opening date of April g, 2015; and
WHEREAS, on April 29,2015, the City Commission adopted Resolution No.2015-
29889, accepting the recommendation of the City Manager to award the RFP to Clark and
authorized the Administration to enter into negotiations with Clark, subject to prior approval of
the final agreement by the Mayor and City Commission; and
WHEREAS, on May 20,2015, the Mayor and City Commission adopted Resolution No.
2015-29028, approving the CM-at-Risk Agreement between the City and Clark Construction
Group, LLC, authorizing pre-construction services for the Project and specifying the terms and
conditions for the development and negotiation of a Guaranteed Maximum Price ("GMP") for the
construction phase services for the Project ("Agreement"); and
WHEREAS, since May 20,2015, Fentress Architects, the City's architect of record for
the Project, has advanced the design documentation for the Project, and City and Clark have
developed and negotiated a proposed GMP for the Project in the amount of $515,458,058.00;
and
WHEREAS, the Administration recommends that the Mayor and City Commission
accept the proposed GMP and approve the GMP Amendment attached hereto as Exhibit "A;"
and
WHEREAS, the Administration recommends that the City Manager be delegated the
authority to bind builder's risk and other appropriate insurance for the Project in an amount not-
to-exceed $11,600,000.00 (net of non-construction related insurance premiums for on-going
54
Convention Center operations), and further recommends the establishment of a City
Contingency, a separate fund established outside of the GMP for use by the City for Project-
related costs, in the amount of $35,000,000.00, to cover any additional Project-related expenses
for which City is responsible under the Agreement; additional services or other expenses
chargeable to the City under existing Project-related agreements, such as additional design
services if required of Fentress Architects, or additional Owner's Representative services if
required of Hill lnternational, lnc.; and other third-party agreements or expenses as may be
necessary for the successful delivery of the Project, with monthly reporting to the City
Commission with respect to the progress of the Project and the utilization of the City
Contingency.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City
Commission hereby accept, pursuant to Article 6 of the Construction Manager at Risk
Agreement ("Agreement") between the City and Clark Construction Group, LLC ("Clark") for the
Miami Beach Convention Center Renovation and Expansion Project ("Project"), a Guaranteed
Maximum Price ("GMP") for the Project in the amount of $515,458,058.00; approve and
authorize the Mayor and City Clerk to execute the GMP Amendment attached hereto as Exhibit
"A"; authorize the direct purchase of materials and equipment in accordance with the
Agreement; authorize the City Manager to bind coverage for builder's risk and other insurance
for the Project, in an amount not-to-exceed $11,600,000.00 (net of non-construction related
premiums for on-going Convention Center operations); establish a City Contingency for the
Project, for use by the City, in the amount of $35,000,000.00; and delegate to the City Manager
the authority to use the City Contingency to execute any Project-related agreements or contract
amendments as may be necessary for the successful delivery of the Project, with monthly
reporting to the City Commission with regard to utilization thereof.
PASSED AND ADOPTED this _ day of October, 2015.
ATTEST:
Rafael E. Granado, City Clerk Philip Levine, Mayor
APPROVED AS TO
FORM & TANGUAGE
55
GMP AMENDMENT
AMENDMENT NO. 1 TO AGREEMENT BETWEEN
CITY OF MIAMI BEACH AND CONSTRUCTION MANAGER FOR THE
MIAMI BEACH CONVENTION CENTER RENOVATION AND EXPANSION PROJECT
Pursuant to the Agreement dated May 21, 2015 between the City and (name of firm)
(Construction Manager) for the Miami Beach Convention Center Renovation and Expansion Project
("Project"), the City and Construction Manager hereby agree to amend and modify the Agreement by this
GMP Amendment, dated and effective as of October 22,2015, to establish a Guaranteed Maximum Price
for the Project and time for completion of the Construction Phase of the Project as set forth below. This
GMP Amendment and any Notices to Proceed provided hereunder is and shall be subject to and
contingent upon satisfaction of the conditions set forth in Section 3.1.7 of the Agreement.
ARTICLE 1
SCOPE OF WORK
Construction Manager shall be responsible for and shall perform all Work delineated in and reasonably
inferable from the Contract Documents, including the GMP submission attached hereto as Exhibit "A" (the.GMP Submission"), which are hereby incorporated into and made a part of the Amendment by this
reference:
ARTICLE 2
GUARANTEED MAXIMUM PRICE
Construction Manager's Guaranteed Maximum Price for the Work (including the estimated Cost of the
Project as defined in Section 8 of the Agreement, the Construction Manager's Construction Overhead and
Profit Fee and General Conditions Fee as defined in Section 7 of the Agreement, and the Construction
Manager's Contingency as defined in Article 6 and set forth below), is $515,458,058.00 (the "GMP"),
which includes the following:
2.1 The Subcontract Costs for Work of Subcontractors and Suppliers selected pursuant to Article 4 of
the Agreement, for the entire Work anticipated on this Project, is estimated at $410,205,803.00, and said
amount stated in this Section 2.1 is included within the GMP.
2.2 The General Conditions Fee for all general conditions items and expenses as defined in Section
7.1.2 of the Agreement, for the entire Work anticipated on this Project are hereby established as a lump
sum amount of $24,465,886.00, and said lump sum amount stated in this Section 2.2 is included within
the GMP. The items included as General Conditions expenses are listed in Exhibit "A" hereto, which shall
be payable pursuant to the Monthly GC Payment Schedule included within Exhibit "A." Construction
Manager acknowledges and agrees that the City shall have no liability for any General Condition
costs or expenses, either listed in the GMP Submission or specified in Section 7.1.2 of the Agreement,
beyond payment of the lump sum stated in this Section2.2and Construction Manager agrees that it shall
not be entitled to receive any additional compensation from the City for the General Conditions beyond
the lump sum amount unless expressly adjusted by a Change Order in accordance with the Contract
Documents.
2.3. The Construction Overhead and Profit Fee as defined in Section 7.1.3 o'f the Agreement, for the
entire Work anticipated on this Project, shall be 3.80% of the Cost of the Project (as identified in Section
2.1 above) plus the Construction Manager's General Conditions Fees (as identified in Section 2.2
above), and is included in the GMP. The Construction Overhead and Profit Fee for Change Orders or
Construction Change Directives shall be 3.80% of the Costs of the Project associated with the Work that
is the subject of the Change Order or Construction Change Directive, except for Change Orders for an
56
extension of the Contract Time due to Excusable Delays, for which Construction Manager expressly
acknowledges and agrees that it shall not receive any Construction Overhead and Profit Fee and its sole
and exclusive remedy is as provided for in the Agreement. For Subcontractors and Suppliers, the
overhead and profit markups or fees for Change Orders or Construction Change Directives shall not
exceed fifteen percent (15o/o) of the Cost of the Project associated with the Work that is the subject of the
Change Order or Construction Change Directive.
2.4 A Construction Manager's Contingency, which shall only be used for the limited purposes
specified in Subsection 6.4.1 of the Agreement, is hereby established in the amount of $29,747,613.00,
and said amount stated in this Section 2.4 is included within the GMP. ln no event shall the use of the
Construction Manager's Contingency cause for the GMP to be exceeded. The Construction Manager
shall be solely responsible for all costs that exceed the GMP (as adjusted by Change Order or
Construction Change Directive), without any reimbursement from the City. Construction Manager shall
use all diligent, good-faith efforts to maximize cost savings and minimize use of the Construction
Manager's Contingency. Draws made against the Construction Manager's Contingency shall be made as
specified in and to the limited extent permitted by the Contract Documents.
2.5. The City retains exclusive use and control of the City's Contingency, and all expenditures must be
approved in writing by the City Manager or Project Coordinator by Change Order or Construction Change
Directive in accordance with the Contract Documents. Construction Manager shall not proceed with any
portion of the Work, which it intends to charge against the City Contingency without notifying the City in
accordance with Section 6.4.2 of the Agreement. Any unused City Contingency remaining at the
completion of the Project shall accrue solely to the City, and shall not be used for purposes of calculating
any Project Cost Savings.
2.6 Applications for Payment of the Cost of the Project, General Conditions Fee, the Construction
Overhead and Profit Fee shall be made monthly based upon the percent completion of the Work for each
particular month and in accordance with the Contract Documents. The percent completion shall be based
on the updated and City-approved Construction Schedule as required by the Contract Documents. The
Construction Manager will be required to furnish documentation evidencing all expenditures for which it
seeks payment or reimbursement, and demonstrating that the costs incurred were necessary for the
Work, in accordance with the Contract Documents, including Article 11 of the Agreement.
2.7 Construction Manager recognizes that this Contract includes work for trench excavation in excess
of five feet deep. Construction Manager acknowledges the requirements set forth in Section 553.63 of the
Florida Statutes entitled Trench Safety Act. Construction Manager certifies that the required trench safety
standards will be in effect during the period of construction of the Project and Construction Manager
agrees to comply with all such required trench safety standards. The amount of $10,000.00 has been
separately identified for the cost of compliance with the required trench safety standards; said amount is
included within the GMP.
2.8 The GMP may be adjusted pursuant to the terms herein for Change Order and Construction
Change Directive in accordance with the Contract Documents.
ARTICLE 3
CONTRACT TIME
3.1 The Construction Phase Commencement Date for the Work is November 5, 2015. The total
period of time beginning with the Construction Phase Commencement Date through the date required for
Substantial Completion of the Work is 969 calendar days ("Contract Time"). THE SUBSTANTIAL
COMPLETION DATE IS THEREFORE ESTABLISHED AS JUNE 30,2018.
3.2 Pursuant to this Agreement, the parties have established the limitations of liability and liquidated
damages rates setforth in Section 5.1.3.1, which the parties acknowledge and agree apply to this GMP
57
Amendment and Construction Manager's responsibility to complete the Work within the Contract Time
and achieve the Milestones as stated therein.
ARTICLE 4
ADDITIONAL PROVISIONS
4.1. Pursuant to Subsection 2.5.2.3 of the Agreement, the Construction Manager hereby
acknowledges and agrees that it shall not be entitled to an adjustment in the Project Schedule or the
Guaranteed Maximum Price based on general or local conditions affecting the Project, the Project Site
and/or the performance of the Work, except as otherwise provided in the Contract Documents, and the
Construction Manager waives and releases City from any and all Claims associated therewith.
4.2. Pursuant to Subsection 5.6.3 of the Agreement, except to the limited extent of reasonable
acceleration costs funded from the City's Contingency pursuant to Subsection 5.2.3.b. to regain lost
schedule progress directly resulting from Excusable Delays, the Construction Manager hereby
acknowledges and agrees that its pricing of the Work and the determination of the Guaranteed Maximum
Price is expressly based upon the Construction Manager's assuming the cost risks of taking all steps that
may be necessary, including implementation of a Recovery Schedule, acceleration of the Work, or
extraordinary measures, in order to achieve the critical Art Basel 20'16 Milestone and Art Basel 20'17
Milestone. ln no event shall Construction Manager be entitled to any other compensation or recovery of
any damages in connection with acceleration or constructive acceleration, including consequential
damages, lost efficiency, opportunity costs or similar remuneration, except as otherwise provided in the
Contract Documents.
4.3. Except as otherwise provided in the Contract Documents, pursuant to Section 9.2 of the
Agreement and based on the information reasonably identified or inferable from the tests or studies
conducted by the City and made available to Construction Manager, Construction Manager
acknowledges and agrees that it has satisfied itself as to what the Construction Manager anticipates will
be the character, quality and quantity of soil, surface and subsurface materials or obstacles that may be
encountered by the Construction Manager at the Project Site, and the condition of the existing
foundations and building structure, including the environmental conditions identified in the Phase I and
Phase ll environmental reports provided by the City, and that the entire cost risk of such matters, as well
as any concealed, latent, known, unknown or other conditions, shall be borne by the Construction
Manager as part of the Guaranteed Maximum Price unless such conditions could not have reasonably
been identified upon reasonable investigation during the Pre-Construction Phase by the Construction
Manager. The Construction Manager expressly acknowledges and agrees that it has had ample
opportunity to investigate the Project Site, has had access to the Project Site since the Effective Date of
this Agreement, and agrees that its pricing of the Work and the determination of the Guaranteed
Maximum Price were expressly based upon the Construction Manager's assuming the foregoing cost
risks of Project Site conditions.
4.4. Except as otheru''vise provided in the Contract Documents, pursuant to Subsection 9.3.1.2 of the
Agreement, Construction Manager acknowledges and agrees that, except as specified herein, all delays
or events and their potential impacts on the performance by the Construction Manager are specifically
contemplated and acknowledged by the Parties in entering into this GMP Amendment and that
Construction Manager's pricing of the Work and the determination of the Guaranteed Maximum Price is
expressly based on the Construction Manager's assumption of the risks thereof, and Construction
Manager hereby waives any and all Claims it might have for any of the foregoing losses, costs, damages
and expenses, except to the extent specifically provided for in the Agreement.
4.5. City shall issue NTPI no later than November 5, 20'15, to authorize early procurement of Work as
may be required to maintain the critical path schedule for the Project and other enabling Work, up to a
not-to-exceed maximum amount of $25,000,000 (the 'NTP1 Maximum Compensation"). Until such time
as NTP2 is issued and City obtains bond financing required for the Project, City shall have no liability or
obligation whatsoever to Construction Manager or the Subcontractors under this GMP Amendment or the
58
By:By:
other Contract Documents for any amounts in excess of the NTP1 Maximum Compensation. City
anticipates it will obtain bond financing for the Project prior to December 24,2015. ln the event City does
not obtain bond financing for the Project prior to December 24, 2015, City shall notify Construction
Manager in accordance with Section 3.1.7 and Construction Manager's and its Subcontractors' maximum
entitlement to compensation under the Contract Documents shall be as provided in Sections 13.3 and
3.1.7, and CM hereby waives any rights or remedies at law or in equity for any matters, liabilities, or
Claims in excess of the NTPI Maximum Compensation.
4.6. All defined terms herein shall have the same meaning ascribed to them in the Agreement or other
Contract Documents. Except as expressly modified herein, the terms and conditions of the Agreement
remain unchanged. ln the event of a conflict between the terms of this Amendment and those of the
Agreement, City and Construction Manager agree that the terms of this GMP Amendment shall prevail
and control.
lN WITNESS WHEREOF, the Parties hereto have executed this GMP Amendment the day and year first
written above.
CITY OF MIAMIBEACH, FLORIDA
ATTEST:
City Clerk Philip Levine
Mayor
ATTEST:CLARK CONSTRUCTION GROUP. LLC
Print Name:Sidney J. Jordan
Division CEO/President
Northern & Southern Region
Print Name:
APPRCN'ED ASTO
rORM & I.ANGUAGE
IFOB EXECUIrcNM-rfultSArlrry o..f Do
By:
59
ffiN
'
:..:; :1$ :l;;1,;,;;1,.,,
"'{, ",,i
::*t1----1
MIAMI BEACH CONVENTION CENIER RENOVATION
AND EXPANSION PROJECT
60
Toble of Contenls
Sectiori L Project Executive Summary
Sectiorr 2. GMP Price Summory
ire-,ction .1. Scope Clorificotions ond Assumptions
liectiori,l: Detoiled Estimotes
ljet-tiorr.li. PreliminoryConstructionSchedule
Sec;tiori 6. Controct Documents
EXHtBtT I Page 2 of 77
61
llsrcrroN t: pRoJECT EXECUTtvE suMMARy
t/,oo
=oa
-
-!
o.
oo
rnxoo
C
=o
U)cl
3oa
EXHIBIT I Page 3 of 77
62
Miami Beach Convention Center Renovation and Expansion
Project Description
The City of Miami Beach is pursuing an extensive renovation and expansion of its Convention Center.
Virtually all mechanical, electrical, and low voltage systems will be removed and replaced. A new grand
ballroom, VIP area, multiple junior ballrooms and meeting rooms, and two parking decks will be added
in various locations throughout the project. A new curtain wall will wrap around the entire project and
externalfins will both control sunlight and provide a unique enclosure aesthetic.
The East Concourse will be completely renovated with a new facade, pre-function area, meeting rooms,
and extensive kitchen renovation. The floors and underground and overhead utilities in Exhibit Halls A
and B will be removed and replaced
The area outside the North wall of the Exhibit Hall will be completely demolished and a new grand
ballroom, meeting rooms, parking deck, and a completely reconstructed loading dock will be
constructed in its place. A newvalet drop off will provide convenient accesstothe pre-function areas.
The construction team willwithdraw from the site to facilitate Art Basel 2016. The East Concourse
renovation will be substantially complete, both loading docks will be available for Art Basel load-in and
load-out, and as much of the facility as practical will be available for use. The West Concourse will
remain in its current condition. The focus will be on providing pre-function and ballroom space that can
be safely occupied, as well as maximizing access to meeting rooms.
After Art Basel 2016, the Convention Center will go dark until April 30, 2017, allowing construction to
progress throughout the Convention Center. During this time, the bridge connecting the East and West
Concourse will be removed - future access between the two main concourses will be via new
construction on the North and South ends of the Exhibit Hall. The West Concourse and the floors and
utilities in Exhibit Halls C and D will be demolished and reconstruction of these areas will begin.
On May L,2Ot7, the East Concourse and Exhibit Halls A and B will be opened for events. Construction
will continue in the North, West, and South portions of the project, including Halls C and D.
The construction team will again withdraw from the site to facilitate Art Basel 2017. The West
Concourse will be available for use, although finishes will not yet be complete. The North Grand
Ballroom and meeting rooms will also be available, provided safe access can be provided to these areas.
The North parking deck will be available for use.
After Art Basel 2017, work on finishes and systems will continue throughout the project, with
Substantial Completion scheduled for June 30, 2018.
EXHIBIT I Page 4 of 77
63
llsrcrroN 2: GMP PRrcE suMMARY
Vtoo
=o
l.)
C)
-1'
-!
=.oo
ac
3
3o
EXHIBtT I Page 5 of 77
64
Miami Beach Convention Center
65% GMP SUBMISSION
s4
'i, i"
Trade Costs
Contractor Soft Costs
General Conditions (Clark Staffing)
General Requirements
'F* Payment & Performance Bond{'* GL lnsurance
Construction Manager At-risk Fees (3.8% of the above)* Construction Manager's Contingency
':.
eM,p
410,205,903
24,465,996
L4,760,L03
3,709,000
1,907,550
L7,299,003
29,747,6L3
Convention Center GMP
Other GMP ltems (lncluding all mark ups)
P-Lot Park (Allowance)
Storm water Drainage Culvert
501,983,058
10,000,000
3,475,O0O
subtotal 515,459,059
GMP
Oir".t Prr.f,rre t,
Net GMP
* - % oI Trade Costs plus General Requirements
** - Colculoted Bosed on o Projected 5575M GMP Controct Volue
509,458,059
EXHIBIT I Page 6 of 77
65
M]AMI BEACH CONVENTION CENTER
GMP SUBMISSION DATED OCTOBER 8,2015
A=B+C B C
tINE lTEM DESCRIPTION/BID PACIGGE
65%GMP
SUBMISSION
TOTAT ATTOWANCES TRADE COST
1 STOREFRONTS 20.958.584 0 20.958.584
2 FINS Lt.146.702 500,000 t6,646,702
2a PREMIUM FOR ALUM FINS ILO FAERIC ln Above
2b CMB CONTINGENCY FOR ALUMINUM FINS See Below
2c DESIGN ASSIST GLASS ALLOWANCE 500.000 500,000 0
2d JR BALLROOM CLG FIN ALLOWANCE 500.000 500,000 0
3 ELEVATORS/ESCALATORS 7,839,571 0 7.839.s71
3a SHALLOW PIT ELEVATOR - PIT MOD ALLOWANCE 250.000 250,000 0
4 PLUMBING 22.270.000 0 22.270,000
5 HVAC 41.789.000 0 41,789,000
6 :LECTRICAL 77.849.2L9 0 71.849.2r9
7 qUDIO VISUAL (EXCLUDES CORAL FEATURE)5,610,642 0 5,670,642
ARLY GMP DIRECT TRADE COST r88.773.7t8 1,750,000 186.963.718
8 )EMOLITION 6,533,720 0 6,s33.720
9 \BATEMENT ln Demc
10 ;ITEWORK / EARTHWORK / PAVING ln Trader
t1,:ARTHWORK 2.465.222 0 2,465,222
t2 \SPHALT PAVING 7.735.2st 0 L,735,251
13 )AVEMENT STRIPING 177,09L 0 177.OgL
L4 ;ITE CONCRETE 3,864,246 0 3.864.246
15 UNIT PAVING 469,093 0 469,093
16 PILING 4.003.593 0 4.003,593
16a JET GROUTING 789.3 15 0 789,31s
L7 WET UTILITIES 4.140.000 0 4,140,000
18 DRY UTILITIES ln Electrical
EXHIBIT I Page 7 of 77
66
MIAMI BEACH CONVENTION CENTER
GMP SUBMISSION DATED OCTOBER 8,2015
A=B+C B C
IINE ITEM DESCRIPTTON/B!D PACKAGE
65YoGMP
SUBMISSION
TOTAT ATTOWANCES TRADE COST
19 DEWATERING 1,,736,392 0 L.736.392
20 TRAFFIC SIGNILZATION 646.194 0 646,L94
2L LANDSCAPING 2,768,5t7 0 2,L68,5t7
22 SITE FURNISHINGS ALLOWANCE ln Landscapine
23 :ONCRETE 37.981.498 0 37.98t.498
24 qRCHITECTU RAL PRECAST CONCRETE 449.656 0 449,656
25 MASONRY 5.L44.700 0 5,1,44,700
26 ;TONE ln Alt #2a
27
'TRUCTURAL
STEEL / METAL JOISTS / DECK 45,084,138 2.810,000 42.274,138
28 VIISCELLANEOUS METALS - ALLOWANCE 5.500.000 5,500,000 0
29 ;PECIALTY FABRICATIONS (ORN METALS & ORN RAILS)5,827,617 0 5.827.617
30 ROUGH CARPENTRY ln Trades
31 FINISH CARPENTRY 5.623.330 25.000 5,598,330
32 WATERPROOFING 5,087.683 0 5.087.683
32a AIR BARRIER 1.032.s00 0 1,032.500
33 CAULKING 150.000 150.000 0
34 EXPANSION JOINTS L.020.019 0 1.020.019
35 BULDING INSULATION (SPRAY}L6L,3t7 0 1,67,377
36 FIREPROOFING t.369.372 0 L,369.312
37 ROOFING 4.040.317 0 4.O40.3t7
38 SKYLIGHTS Deleted
39 PHOTOVOLTAIC Excluded
40 H.M. DOORS / FRAMES 2.44t.150 0 2,44L.750
4T ENTRANCE MATS AND GRILLES 563.594 0 563,594
42 OVERHEAD DOORS 769,427 0 769.427
42a WON DOORS 138,495 0 138.495
43 INTERIOR GLAZING 1.788.400 0 1,788,400
44 SEALED CONCRETE ln Paintinr
45 LATH/PLASTER/STUCCO ln 09 290(
46 DRYWALL 35.935.456 0 35,93s,4s6
EXHIBIT I Page 8 of 77
67
MIAMI BEACH CONVENTION CENTER
GMP SUBMISSION DATED OCTOBER 8,2015
A=B+C B C
LINE ITEM DESCRTPTTON/BID PACKAGE
65%GMP
SUBMISSION
TOTAI-ATTOWANCES TRADE COST
47 GLASS TILING ln Tile
48 CERAMIC TILE / MARBLE / GRANITE 1,381.705 0 1.381.70s
49 ACOUSTICAL METAL CEILINGS ln Drvwal
50 ACOUSTICAL CEILINGS ln Drvwal
51 STRETCHED FABRIC CEILING SYSTEMS ln Drvwali
52 SOUND ABSORBING WALL UNITS 1.836.331 0 1.836.331
53 :ARPET AND RESILIENT 3.444.890 5s0,000 2.794,890
54 IERRAZZO 3.262.677 0 3,262,677
55 lESINOUS FLOOR 158.560 0 L58,560
56 )AINTING 4,L98.731 0 4.198.731
57 )tvlsloN 10 ln Belou
58 LOUVERS 433.354 0 433,3s4
59 VISUAL DISPLAY SU RFACES Bv Owner - FF&E
50 TOILET COMPARTMENTS 786,64L 0 786,64r
61 CUBICLE CURTAINS Not Aoolicable
62 WALL PROTECTION - ALLOWANCE 95,000 95,000 0
63 TOILET AND BATH ACCESSORIES 325.4t9 0 325,4t9
64 FIRE EXT. - ALLOWANCE L10,014 110.014 0
65 LOCKERS 29,630 0 29.630
56 FLAGPOLES ln Alt #2a
67 SIGNS 585.443 0 685,443
68 OPERABLE PARTITIONS 4.822.r50 75.000 4,747,150
69 FABRIC WRAPPED ACOUSTIC PANELS ln Drvwal
70 FOOD SERVICE 2,154,900 0 2.154.900
77 APPLIANCES ln Food Service
72 PARKING CONTROL AND DOCK EQUIPMENT 738.173 0 138,173
73 LOADING DOCK EQUIPMENT 62.230 0 62,230
74 lOLLER SHADES - ALLOWANCE 1,600,000 1.600.000 0
75 :OUNTAINS ln Alt #2;
75 iPECIAL CONSTRUCTION Not Aoolicable
EXHIBIT I Page 9 of 77
68
MIAM! BEACH CONVENTION CENTER
GMP SUBMISSION DATED OCTOBER 8,2015
A=B+C B C
tINE ITEM DESCRIPTION/BID PACKAGE
55%GMP
SUBM!SSION
TOTAI ATTOWANCES TRADE COST
77 WINDOW WASHING EQUIP/FALL PROTECTION - ALLOWANCE 250.000 250.000 0
78 :ORAL MEDIA FEATURES - STRUCTURE ONLY EXCLUDED
79 FIRE SPRINKLERS 5,03s,000 0 5.035.000
80 DIRECT MATERIAL PURCHASE Below Line
81 FINISHES FOR REMOVED CORAL FEATURE - ALLOWANCE 350,000 350,000 0
82 :ANAL SEAWALL ALLOWANCE 1.500.000 1.500,000 0
TOTAL DIRECT TRADE COST 4r.0,205,803 14.865.014 39s,340.789
EXHIBIT I Page L0 of 77
69
IIsrcrroN 3: SCopE cLARrFtcATtoNS AND ASSUMpTtoNS
v,oo*o)
9?
(aoo!o
o
o-
oo
=o
f
fo
CfJo
=o
EXHIBIT I Page 11. of 77
70
1)
2)
3)
4l
s)
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 2015
GMP Clarifications Part 1
General Clarifications:
Division 2:
We have assumed that existing foundations do not conflict with the new work and can remain in place
unless otherwise shown on Contract Documents.
We have assumed that temporary or permanent bracing of existing columns along grid lines 'L5' and 'l-7'
nearthe existing bridge "to be removed", is not required. lt is our understandingthese columns support
the existing exhibit hall roof structure and are not braced nor connected to the existing bridge structure
to be demolished.
It is assumed that the demolition of the small band shell building on Washington and 21st Street will be
done by the City which is also building the underground pipe along Washington Ave.
Plans note several locations for underpinning. We have excluded any underpinning of existing
fou ndations.
Plans require soil stabilization under existing foundations per the geotechnical report. We have included
soil stabilization for ninety (90) existing spread footings. Stabilization is included from bottom of the
footings to the top of the upper limestone layer as shown in the Geotechnical Report For Civil
lmprovements & Structures dated 08.06.2015 & 08.07.2015.
We have included the quantities of "Asbestos Containing Materials" as indicated in the asbestos survey
report summary for the Youth Community building dated Dec L7 ,20L4.
We have included only the quantities of Asbestos Containing Materials (ACM) identified in the asbestos
survey report summary for the Convention Center building dated Feb 2015. We do not include the cost
of any additional hazardous materialsurveying ortesting. The quantities have been calculated based on
the assumption that all of the specific type of material in a given area where positive sample results
were obtained are positive for ACM.
The hazardous material report includes certain areas of the existing exhibit hall perimeter block wall as
containing vermiculite. We have assumed this wall to be hazardous material and have included the
appropriate abatement. Abatement of concrete block walls with asbestos containing vermiculite will be
completed by contained demolition of the portions of the block wallwhich are confirmed to have ACM
vermiculite fill. Combined debris will be handled separately from other demolition debris and hauled to
an approved disposal facility.
6)
rl
EXHIBIT I Page 12 of 77
71
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 2015
GMP Clarifications Part 1
7l Recycling and waste disposal records will be provided as required for to meet the LEED requirement for
recycling, however many requirements listed within Specification O1-74L9 specifically sections 3.2 and
3.4 cannot be met due to constraints of the project.
Division 3:
8) Elevations 9/A5122 and 2/A5L23 indicate openings in the perimeter of the helix walls with a railing
system. We have included concrete walls at these locations per the structural plans and an ECP_L finish
to match adjacent surfaces.
9) Epoxy reinforcing is included at the north exterior terrace and stair.
L0) Temporary bracing and shoring for single story linear shear walls, and the elevator/stair shear walls is
not included in the Contract Douments and therefore not included in the GMP.
11) PCW-2 is called out on the plans where 3 piles are required. We have included PC-3W pile cap at these
locations.
12) We have assumed all grade beams at inner and outer core of helix structures are GB-20. All other grade
beams at the helix cores are assumed to be GB-1.
13) The following information is not included in the Contract Documents but has been included in the GMP:
a) 52106 - along grid U from 3.81 to 7 include 30" x 24" wall pilasters from top of footing to 6"
below TOS per detail 1/53301.
b) 52115 - lnclude 2 each 24" x 24" pilaster as noted from top of footing to 6" below TOS. Wall
footing at these 11 pilasters to be widened to 5' 6" wide x 36" for pilaster support (9 locations)
where pilasters are not located on an existing footing. All vertical pier dowels located on existing
footings to be drilled/grouted or epoxy'd into existing footings 4" minimum.
c) SZL26/52127 - along grid 25 from grid Q.2 to U include 36" x 24" wall pilaster (9 each) to 5"
below TOS similar to detail 1/53301. Wall footing at these 9 pilasters to be widened to 6'6" wide
x 36" for pilaster support.
d) SZL27 - include one pier at grid P.63 for steel column just north of grid 24.5 on existing footing.
Pier to be 24" x 24". lnclude 8 each drilling of vertical dowels into existing footing.
e) 52128 to 52130 - along grid 25 from grid A to J.47 and at grid 1.47 /23.89 include 48" x 24" wall
pilaster (13 each) to 6" below TOS similar to detail 1/53301.
f) S21.Ol - along grid 6.9 at grids P.64, P.35, N.53, N.1 include 16" sq piers from top of existing
footing to 12" below TOS. Tops of existing footings are 6.34' below TOS. lnclude 6 ea drilling &
epoxying of dowels into existing footings for each pier.
g) 52108 - along grid 5.9 at grids J, J.53, J.99, K.43, L, 1.55, M include similar piers to above. Existing
footings are 6.34' below TOS.
h) 52109 - along grid 5.9 at grids G.67 , H, H.33, H.T L include similar piers to above. Existing footings
are 6.34' below TOS.
2l
EXHIBIT I Page 13 of 77
72
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 2015
GMP Clarifications Part 1
i) S3302 - add 24" square fdn piers @ all special shape pile caps to 12" below TOS. Top of pile caps
this sheet are 2' 8" below TOS. Where conc pier is located on existing pile cap, include 8 ea
drilling & epoxying of dowels into existing footing.j) Ref. sheets 52116 thru 52119. New steel columns will be supported on conc piers at grids Q.4, e,
P, N, M, L, K, J, H and south of H. Conc. Piers are 36" sq with top elevation L2" below TOS. Piers
located at existing footings that are 5.67' below TOS. lnclude drilling & epoxying of 8 ea #i.O-
vertical dowels at each pier 15" into the existing footings.
k) S2tO2 - we have assumed large pilasters along grid NE2 are 48' x 48'.
l) 52106 - we have included 24" x 30" wall pilasters from top of footing to 6" below TOS along grid
U from 3.81to 7.
14) Tops of foundations are included as 12" below either top of slab or exterior grade where applicable
unless specifically noted otherwise on the drawings or in these clarifications.
15) PC-g pile cap is not indicated on sheet 53102. PC-9 is assumed to 7.84' square by 49" thick.
16) Ref. 52119 - there are 2 new steelcolumns shown along grids 16.1and 16.9 roughly 22'west of grid H.
These columns require new spread footings. We have included 10' sq x 2'6" thick footings.
17) Ref. 52118 - new steel column at grid L/t6.1, requires a new spread footing. We have included a 12'
square x 3' thick footing.
18) S2107/SZLO8 - The walls between grids 5 & 7 are masonry on thickened SOG per detail 16/53201. There
are no wall footings or conc foundation walls at these locations.
19) The tops of new foundations along the east exterior wall are included at depths equal to the existing
foundation elevations. Where existing column footings exist at the new perimeter wall location, the new
wall footing will be placed between the existing footings.
20) Other than as indicated in RFI #74, the back side of the concrete crash walls at the rooftop parking levels
are exposed grey concrete with an as-cast finish. We have not included an architectural concrete finish
or applied coating/paint to these surfaces.
21) We have assumed the raised curb islands/toppings at the parking decks are all integral with the topping
slab placed over the roof insulation per detail 51A72L2.
22) Reference elevator pit at grids on sheet 52109. Plans do not indicate how the new mat foundation is
tied to the existing spread footing. We have included drilling & epoxying of dowels into existing footing
to match size and spacing of mat reinforcing. Depth of embedment will be similar to details on 53302.
This requirement applies to all similar conditions where new shear walls continue from new foundations
over the top of existing spread footings. See sheet 52124 for an example of this condition north of grid
Ghs.e.
II
EXHIBIT I Page 1.4 of 77
73
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 2015
GMP Clarifications Part l-
23) We have excluded sloping concrete structures to drains under thin-set tile.
24) We have included pouring the slab on metal deck to the thicknesses indicated and have assumed that
temporary shoring for the slab on metal deck during concrete placement is not required. We have
included an additional Lf2" of concrete at the slab on metal deck area as indicated in the structural
notes on drawing 50002.
25) Reference spec. 03 3000 para2.7 - Per discussion with Wallace Engineering, fibrous reinforcement is not
required.
26) All parking leveltopping slabs placed on the waterproofine/rigid insulation are included as 4" thick. We
have included tapered insulation to provide the slopes indicated on the drawings.
271The foundation plans indicate new pile caps that overlap existing foundations. Notes indicate to
demolish existing footings as necessary. The existing foundations at the west addition are on piles. Some
of the existing piles may interfere with new pile cap and auger cast locations. We have included an
allowance of 525,000 for any foundation/structural modifications that are on shown in the Contract
Documents and may be required. This allowance includes all demolition and new construction. Redesign
of the foundations and structure if necessary is not included as part of this allowance.
28) Reference sheet 52L26 - We have assumed the strip footing and wall along grid 25 from grid Q to U is
3.5' wide x 1.5' thick. similar to east wall foundation noted on sheet 52116.
29) Reference 52L27 & 52128 - We have assumed wall footing at loading dock to be 4' wide x 1.5' thick. Wall
footing to be 12" below top of dock slab elevation. This footing size applies from grid J.47 to P.63.
30) Reference 52128 thru 52130 - We have assumed wall footing along grid SW3 from grid A to J.47 and
along grid J.47 from SW3 to 23.18 is 3.5' wide x 1.5' thick. Foundation wall to be similar to east wall
foundation noted on sheet 52116. Top of footing to be 12" below exterior grade.
31) The Geotechnical Report requires "stabilized subgrade" for the 8" slab on grade in Exhibit Hall, however
the report does not contain sufficient information to determine whether or not such stabilization is
required, therefore we have assumed the existing soils will meet the requirements for 'stabilized
subgrade' and have not included costs to strip and replace the subgrade with new and/or blended
materials. Stabilized subgrade will be 4" thick and covered with 4" of limerock base material meeting
specification section 03 3000, para. 2.9.8.
32) For all 4" - 6" building slab on grade areas, slabs will be placed directly on the stabilized subgrade. We
have not included any limerockbase materials atthese locations. Vaporbarrierwillbe provided
-rl
EXHIBIT I Page 15 of 77
74
Miami Beach Convention Center
Clark Construction Group, LLC
October 8,2OL5
GMP Clarifications Part 1
33) Specification 03 3000 makes reference to silica fume. Silica fume is not included in any of the cast-in-
place concrete work.
34) Reference plan 52409 - the structural drawing indicates '10" THICK CONC WALL' along grid E.8. The
perimeter walls for the MEP spaces at this location are CMU (EWS-01) on the Architectural Drawings .
We have included CMU walls at this location as shown in the architectural drawings.
35) Reference 52L27 - All exterior steel columns at south dock area have been included with 30" diameter
column encasement as called out on north end. There are 7 locations on south end.
35) The following information is not included in the Contract Documents but has been included in the
GMP:
52105 - 4'x4'x12". Footing depth L2" below TOS.
52111 - 2 each 4'x4'xL2". Footing depth 12" below TOS.
52116 - 3 each 4'x4'xL2". Footing depth L2" below TOS.
5212L - 4'x4'x12"'. Footing depth 5'6" below TOS to match existing footing depths.
S2t2L - 8'x6'xl-8". Footing depth 5'6" below TOS to match existing footing depths.
52126 - 8'x8'x18". Footing depth 6'5" below TOS to match existing elev pit depth.
Division 4:
37) We have assumed that epoxy coated and galvanized rebar is not required for precast elements.
Division 5:
38) We have assumed that there are no limitations on the erection sequence of structural steel other than
those listed on the plans which reference the installation of the exoskeleton in relation to the roof deck
structu re.
39) We have included the "Open" stairs, ST1.01.02, ST1.15.01, ST1.25.01, ST1.06.02, ST1.25.01 (42801;
A2801; 42808) as the ornamental stair systems per Specification 05 7100 - Decorative Metal Stairs. All
other stairs have been included per 05 5113 - Metal Pan Stairs.
40) We have included 25 locations for additional floor/roof opening that will require framing per 25/55003.
41-) The following beam sizes are not included in the Contract Documents but have been included in the
GMP:
- Un-sized with no beam depths have been included as - W18x35
- W8 sections have been included as - W8xL5
- WL2 sections have been included as - W12x35
- WL4 sections have been included as - W14x22
sl
EXHIBIT I Page L6 of 77
75
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 2015
GMP Clarifications Part l-
- WL6 sections have been included as - WL6x3L
- WLS sections have been included as - W18x35
- W21 sections have been included as - W21x44
- W24 sections have been included as - W24x55
- W27 sections have been included as - W27x84
- W30 sections have been included as - W30x90
- W33 sections have been included as - W33x118
- W36 sections have been included as - W36x135
- W40 sections have been included as - W40x149
- W44 sections have been included as-W44x262
42) The following information is not included in the Contract Documents but has been included in the GMP
the existing steel joists that need to be reinforced are 22" deep (a 22H7 joist).
a) lt is assumed that based on the details on 55008, that there are six (6) web members on each
end of the joist, for a total of twelve (12) web members per joist that are required to be
reinforced.
43) The following information is not included in the Contract Documents but has been included in the GMP:
the splice detail (E/S5008) that has to be reinforced for the existing joists, is required and we included
one (1) splice per joist.
44) We have included the costs associated with inspecting the existing shop welds at existing joists prior to
reinforcing them. We have not included any cost associated with the remediation of any deficiencies
uncovered during the inspection and testing.
45) We have included the un-sized bridging trusses at 375#/LF of truss including connections.
46) We have assumed all interior bollards to be pipe steel units with steel cap plates bolted to the slab on
grade. We have included bollard footings and concrete fill per detail WS321C5.18 for exterior bollard
only. All bollards in the north loading dock area are considered to be per detail.
47) Removeable bollards are not shown on the Contrct Documents and we have not included any costs
associated with the removable bollards on C5.18.
Division 6:
48) We have included the millwork/finish carpentry as specified and have assumed that the millwork
materials do not have to be sourced locally as the specified materials do not satisfy these requirements.
f, I
EXHIBIT I Page L7 of 77
76
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 2015
GMP Clarifications Part l-
49) We have included aluminum reveals for the wood wall panels in accordance with the basis of design
system and have not included stainless steel reveals.
50) Specialty subcontractors have indicated that there has been problem with staining and discoloration of
eucalyptus where fire-retardant cores are used, therefore we cannot guarantee the stability of the finish
of the wood veneers.
Division 7:
51) We have assumed the fireproofing based on a thermally unrestrained beam system.
52) We have included traffic coatings as specified in 071800 in the following locations: Chiller Plant Room
2.28.04, Pump Station Equip Room ST4.29.04, Pump Station Generator Room ST 4.29.05, MEP Room
4.29.03, TR Rooms at Level 4 as shown on A2433 (10 ea.) and detailed on A6225.
53) Spray on sound proofing on the exhibit hall ceiling will only be removed from the bottom "flats" of the
metal decking and not the flutes in between which will leave a flat surface to apply the new sound
insulation.
Division 8:
54) We have included a 5 year installer warranty for the exterior storefront and curtain wall.
55) Sheet A21.29 column line 23.1. & G.7 elevations show a empty entry at restroom 1.29.13. The opposite
restroom has a overhead door L.29.02. We have assumed a overhead doorto match L.29.02 is required
for restroom L.29.L3.
56) We have included an alternate overhead door manufacturer - McGuire.
57) The following doors are shown on the plans but not labeled, however they appear to fit the description
of doors listed on the door schedule which do not appear on plans: 4.29.01, 4.29.06,1-.06.06, 1.26.09,
1.26.27, 1,.29.L9, 1,.30.23, 2.27.05, 2.27.Og, 3.t6.02,2.19.07, 2.O7.34, 2.07.35, 2.09.63, 2.O9.64, L.26.20,
1.29.06. 3.16.01.
58) There are eleven (11) openings for double hollow metal doors that are shown on the Contract
Documents but not labeled. We have assumed doors shown but not listed on the Door Schedule to be
6'-0" x 7'-10" Hollow Metal Frames with Wood Doors.
59) Type 2 Aluminum frames are listed on the door schedule however do not appear in the specifications.
We have assumed these Type 2 Aluminum Frames for Wood Doors at Portals to be knockdown
aluminum frames, similar to Raco Aluminum Frames.
7l
EXHIBIT I Page L8 of 77
77
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 2015
GMP Clarifications Part 1
60) There is a pair of double doors at Service Corridor 2.09.16 that does not appear on the door schedule.
We have assumed these doors to a 5'-0" x 7'-10".
61) We have assumed the loading dock levelers to have a total capacity of 60,000 lbs.
62) We have assumed the loading dock leveler curb angles are galvanized and the levelers as two-coat
baked-on finish per the specifications.
63) We have included the "Won Doors" as specified, but will require design guidance as to their application
and use during fire alarm events and use for the smoke exhaust system.
Division 9:
64) We have assumed that color coding of exposed MEP piping, conduit, etc is not required. Piping lD is
provided per Contract Documents.
65) We have assumed that painting of the exposed concrete walls at the parking level, helix ramp walls, roof
and canopy slabs is not required.
66) We include sealed concrete at service corridors in lieu of rubber flooring as noted in Finish Type F-23 as
the hatching was removed from the floor plans.
Division 10:
67) We have included operable partition finishes in accordance with the schedule on drawing 40016 with
materials as specified in section 09 0002. The restroom partitions will be solid partitions painted P-1.
68) We have included a single operable partition for one east-west division of the restroom per 42703 and
extra track to allow it to move between the three separate positions shown. We have not included any
storage space or pocket doors as none are shown.
69) We have assumed a 3f8" thick aluminum for Sign Types C1-, C2 per the drawings however the
specifications state 3/4".
70) We have assumed the following for sign types shown but not specified:
a) Sign Type E 1/8" photopolymer face with t/4" acrylic backer
b) Sign Type F.3 7 .25" tall x l-.5" deep with stainless steel letters
c) Sign Type R 2" deep aluminum sign with silk screened copy suspended by stainless steel cables.
8l
EXHIBIT I Page L9 of 77
78
Miami Beach Convention Center
Clark Construction Group, LLC
October 8,2OL5
GMP Clarifications Part 1
7Ll We have assumed Sign Type O as L/8" photopolymer mounted to L/8" acrylic backer per the drawings
however the specifications state 3/8".
72) We have assumed Sign Type T2 to be wall mounted per the specifications.
Division 14:
73l' Freight Elevator speeds have been included as 75fpm in lieu of the specified 150fpm if the 1-50 FPM is
not achievable. due to platform size and capacities shown.
Division 21:
74) We have assumed that fire protection is not required at the cooling towers.
Division 22and23:
75l We will endeavor to include factory mounted controls on HVAC Equipment, however this will need to
be coordinated with the selected building controls vendor.
16) We have included cutting and capping of the geothermal system within the building for abandonment
by others.
77) We have included supplemental cooling at LED display walls in West Lobby utilizing chilled water fan
coils.
78) We have included supplemental cooling for TE-1 Rooms utilizing chilled water fan coils.
79l We have not included insulation of the condenser water piping or verticalstorm piping per discussion
with ME Engineers.
a) We have included insulation on domestic cold water piping.
80) We include schedule 40 PVC piping for underground and above grade storm and sanitary except for
ceiling plenums.
81) We have assumed that trap guards for the exhibit hall floor boxes will be allowed by the AHJ and that
trap primers are not required.
82) We have included replacing existing Cooling Tower spring isolators and seals between cells per
direction by ME Engineers during the early GMP subcontractor interviews.
el
EXHIBIT I Page 20 of 77
79
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 201-5
GMP Clarifications Part 1
83) We have included double wall (non perforated) ductwork with solid liner for Exhibit Hall , Level 4
Prefunction and Level 2 NE Terrace.
84) We have included harmonic analysis for the VFD's. We have not included any costs associated with
harmonic filters if required by the harmonic analysis.
85) We haven't included hangers for underground piping.
86) We have not included any work in relation to the gas meter as this work should be performed by the
utility company. Utility company charges are by the Owner.
87) We have not included beverage conduit as it is not shown on the documents and was confirmed by
the MBCC Operator as not being required during the early GMP subcontractor interviews.
88) We have included plenum rated cable for BMS control wiring in areas above accessible ceilings and
conduit for exposed areas. Specification 23 0900 requires conduit in all locations however was
confirmed to not be required by ME during the early GMP subcontractor interviews.
Division 26:
89) We have included raceways only for the building wide Wi-Fi system and cellular distributed antenna
system. We have assumed that all active equipment and cabling will be provided by others. We have
included the category 5A cabling to the wireless access points and jacks terminating the cable to the
wireless access points.
90) We have included the first responder system DAS as a performance specification, in compliance with
NFPA 72.
91) We have not included handheld tablets for the building systems including Video Surveillance, Access
Control, Fire Alarm and Building Automation as requested by DLAA emailon September 14,201,5.
92l. lt is understood that FP&L does not allow outside firms to work within their electrical vaults, and that
all work interior to the vault is by FP&1. We have assumed that FP&L will provide connection the utility
vault equipment including the connection of all terminations.
a) Per FP&L requirements, we have included bus duct stubbed into the utility vaults to serve as feeds
to the major power equipment. FP&1, according to their custom, will make the final connections
within their vaults and energize the equipment feeders.
93) We include the use of compact aluminum conductors for all electrical feeders for circuits rated at
2004 and above.
lo l
EXHIBIT I Page 2L of 77
80
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 20L5
GMP Clarifications Part 1
94l We include the use of MC cable to the extent allowed by the National Electrical Code. MC Cable will
not be used in exposed areas.
95) We have included standard Cat 6A cabling to serve the exhibition hall floor boxes as shown on the
Contract Documents as there is not a Cat 5a certified for wet areas.
96) We have assumed that the existing distributed antennae system (DAS), which is owned and operated
by others, will be removed and decommissioned by others.
g7l We have assumed that the lighting layouts and fixtures specified on the electrical lighting plans are
adequate to meet all photometric requirements.
a) We have included 300 linear feet of undimmed LED strip task lighting for use at the project
casework as the lighting is not detailed on the plans.
98) Per discussions with Fentress, we have assumed that the Contract Documents will be modified to
show the permanent Fire Command Center within the East renovation area to allow for the
relocation/enabling to be completed during 2016 in the East Concourse renovation.
Division 31:
99) The foundation plans show augercast pile locations within the footprint of existing foundations that
remain. We assume these piles are not required and have excluded any provisions for installing piles
thru existing foundations.
100) We have included a total of 2,264 (excluding the pavilion) augercast piles at an installed length of 40
lineal feet per pile. The installed length is from pile tip to cut-off elevation within the pile caps. We
have assumed the GMP will be adjusted per each pile for additive or deductive pile length. ln addition
to the 40' installed length, we have included an additional4'of pile at 1,320 piles of the2,264 piles as
shown, where TOS is at 100.34'.
101) We have included a grout factor of L.15 beyond theoretical volume, the GMP will be adjusted should
there be a variance from the theortetical volume assumed.
Division 32:
102) We have assumed thatthesubgrade materialunderthe exiiting roadways can be compacted in place
to 98% without removal, replacement or amending with additional material. We have included one (1)
layer of geofabric for all asphalt and concrete pavement sections. Geofabric is not included at
sidewalk areas.
a) We include pavement sections per Miami Dade standards. We have not included any additional
costs due to differing CBR conditions.
ill
EXHIBIT I Page 22 of 77
81
Miami Beach Convention Center
Clark Construction Group, LLC
October 8, 2015
GMP Clarifications Part L
103) We have only included capping, closing, abandonment and/or relocation of existing utilities shown on
the Contract Documents.
104) The Contract Documents require all existing underslab utilities to be removed. We include capping
and abandoning-in-place the deep buried 30" and 36" storm sewer main lines under the Exhibit Hall
where we determine they arenot in conflict with the new work. We include lean mix grouting of all
other existing storm sewer lines in place where not in conflict with location of new lines.
105) We have assumed that the existing geothermal wells can be used for dewatering. Following the
completion of dewatering activities we have included costs to decommission the wells.
106) Consistant with the Contract Documents, we have included cutting, patching, milling and resurfacing
of the asphalt per the Contract Documents. We have not included the replacement nor re building the
paving from curb to curb therefore we are not responsible for the performance of the portions of
roadway (s) not replaced as a poftion of our work.
107) Per discussion with the Owner, the Central Coral Feature including audio visual systems are not
included in the GMP.
108) Per discussion with the Owner, Alternate 1 Existing Roof Replacement and Alternate 4 Roadway
Pavement Section are not included in the GMP.
ATLOWANCES
109) We have included the following allowances within our GMP:
a) We have included an allowance of 5500,000 for exterior fins/trellis and structure at the VIP
ballroom. (See Line ltem #2)
b) We have included an allowance of 5500,000 for exterior glazing and storefront glazing issues that
may be discovered and will need to be resolved during the design-assist process. (See Line ltem
#2cl
c) We have included an allowance of 5500,000 for interior ceiling fins at the VIP ballroom. (See Line
Item #2c)
d) We have included an allowance of S250,000 for Elevator 15.01 structural and elevator
modifications to resolve the installation of elevator E115.01. The allowance is to account for
changes required to the structure or elevator to install this equipment. (See Line ltem #3a)
e) We have included an allowance of 52,810,000 for structural steel associated with the items i, ii and
iii below. (See Line ltem #27)
i) We have included an allowance of 52,000,000 for the additional structural steel required
per 50002.
12l
EXHIBIT I Page 23 of 77
82
Miami Beach Convention Center
Clark Construction Group, LLC
October 8,2Ot5
GMP Clarifications Part 1
ii) We have included an allowance of 200 locations at SsOO/assembly for slide bearing
assemblies as no specification for them has been provided.
iii) We have included an allowance of 1,000 locations for the joist reinforcing detail on 55007,
as the number of locations that will require this reinforcing is not shown at this time.
f) We have included an allowance of 55,500,000 for miscellaneous metals as the scope is incomplete
on the Contract Documents. (See Line ltem #28)
g) We have included an allowance of S25,000 for testing of fire-rated assemblies for the millwork
scope of work as may be required by Miami Dade county. (See Line ltem #31)
h) We have included an allowance of 5150,000 for miscellaneous caulking as the scope is incomplete
on the Contract Documents. (See Line ltem #33)
i) We have included an allowance of 5650,000 for moisture mitigation for moisture sensitive floor
toppings. (See Line ltem #53)j) We have included an allowance of 595,000 for wall protection (corner guards, plastic/vinyl sheet
wall protection, bumper/chair rails, etc.) as the scope is incomplete on the Contract Documents.
The steel wall protection system channels and bollards at the parking garage and service corridors
have been included separately.(See Line ltem #62)
k) We have included an allowance of S110,0L4 for fire extinguishers and cabinets. The fire hose valve
cabinets have been included separately. (See Line ltem #64)
l) We have included an allowance of 575,000 for refurbishing of existing operable partitions in Level 2
meeting rooms in Areas 2l- and 26 which are noted to be existing to remain. (See Line ltem #68)
m)We have included an allowance of S1,500,000 for window treatments. Detail 6/49301 shows a
track mounted to the vertical tube which would require additional motors when the shade
intersects the horizontal tubes. (See Line ltem #74)
n) We have included an allowance of $250,000 for window washing. (See Line ltem #77)
o) We have included an allowance of 5350,000 to provide finishes where the Central Coral Feature
was removed. (See Line ltem #8L)
p) We have included an allowance of S1,500,000 for modifications of the canal sea wall. (See Line
Item #82)
a) We have included an allowance of 550,000 for the costs related to using a Dispute Avoidance
Panel. (See General Requirements)
r) We have included an allowance of S10,000,000 for the costs related to the P Lot Park and Pavillon.
(See Project Cost Summary)
l]l
EXHIBIT I Page 24 of 77
83
Miami Beach Convention Center
Clark Construction Group, LLC
October 2,2O!5
GMP Clarifications - Part2
Clarifications:
1) The GMP does not include any Direct Purchase Program sales tax savings at this time. As
materials are purchased through the Direct Purchase Program in accordance with the Contract
Documents, the GMP will be reduced accordingly.
2) We include color and pattern selections from manufacturer's standard colors and patterns
where finishes are not provided or yet to be selected by the Architect.
3) We have not included any requirements for design, engineering and certifications by registered
and/or professional engineers not expressly identified in the Contract Documents.
4) We have assumed the Engineer of Record will be responsible for updating the project BIM file
for changes in design issued by the Architect-Engineer. Construction Manager's and Architect-
Engineer's responsibilities regarding BIM are othenrvise set forth in Division 1 of the
Specifications.
5) We have assumed that the existing systems where required for temporary use or existing to
remain are in good working condition, will be properly maintained by the City throughout the
construction period, and do not require any upgrades or repairs unless expressly shown on the
Contract Documents. We have assumed the new systems where required for temporary
conditions, will provide the necessary temperature control.
a) We have included filters for all return ductwork on existing or new systems when used for
temporary construction. We have assumed duct cleaning is not required.
6) We do not include any costs for work associated with utility company charges including but not
limited to permanent power, telephone or gas service to the Project.
7) We have assumed the existing gas service within the P Lot will be relocated by others prior to
the P Lot construction commencement.
8) We have assumed that permitting costs are paid directly by the City.
9) We have assumed the City will pay for any usual and customary deposits as required by
subcontract, supplier, or vendor agreements in accordance with the approved draw schedule.
Prior to issuance of NTP2, any non-refundable deposits, if any, must be approved in advance by
the City.
10)We have assumed that no new work is required associated with the existing kitchen other than
2 hour firewrap of the existing ductwork.
rl
EXHIBIT I Page 25 of 77
84
Miami Beach Convention Center
Clark Construction Group, LLC
October 2,2015
GMP Clarifications - Part2
11) The GMP Proposal is based on the following assumptions and clarifications, which will
supersede any related provisions appearing elsewhere in the Contract Documents, the
intent being to override such provisions, as opposed to creating conflicting provisions:
a) Per discussions with the City's AHJ, modify Article 2.7.10 - Permits, to include the
following:i) lmmediately following submission by the Architect-Engineer to the City AHJ
of the DERM-approved permit set of drawings, which will occur no later than
1213115, the AHJ will issue one building permit for the entire project, except
the P-Lot Park and the seawall. Changes to the permit set required by the
AHJ will be incorporated into the Construction Documents. Any additional
costs or time resulting from such changes will be resolved in accordance with
the Agreement.
ii) The AHJ will issue a separate permit for certain non-structural enabling work
prior to issuance of an NTP for such work by the City, which NTP will be
issued on or before 1115115.
iii) The Architect-Engineer will prepare documents, including life safety plans for
events (which will not be required for load-in and load-out), required to obtain
event-related permits from the AHJ, except for documents related to
providing temporary support of existing structures and temporary windstorm
protection, which will be prepared by the CM.
iv) When othenarise code compliant egress or other life safety provisions are not
practical due to construction activity, Fire Department must review and
approve life safety plans to protect the public during events, which may
include fire watch conditions.
v) The City will pay for all required permits, including all building, trade, and
work performance related permits, as well as any other fees that may be
required by the City or any other government entity or utility related to the
project (CM is not aware of any such other fees at this time).
vi) The AHJ will make available up to 4 building inspectors, and one fire
inspector as required for the Project. City will provide up to 2 threshold
inspectors as required for the Project.
vii) An NOA is not required for the fins.
viii)Construction Manager has included an allowance of $613,000 within the
GMP (as part of the General Requirements) to provide for life safety costs
related to events taking place at the MBCC. lf additional funds are needed in
excess of this allowance, the first $500,000 shall be funded from the CM
Contingency, and the remainder from the City's Contingency.
b) Utilitiesi) The City will maintain (i) existing systems for as long as they remain in use,
and (ii) new systems after they are turned over to the City, in order to
maintain proper temperature and smoke control as required for occupancy
2l
EXHIBIT I Page 26 of 77
85
Miami Beach Convention Center
Clark Construction Group, LLC
October 2,2015
GMP Clarifications - Part2
and use. construction Manager will maintain all systems, as required for
construction purposes, during the period after Art Basel 2016 through April
30,2017. warranties on new systems will start after turnover of each
discretely identifiable portion of each system to the City, and City's
acceptance thereof in accordance with the Contract Documents.
Construction Manager anticipates that turnovers will occur no earlier than on
May 1 , 2017 for eastern portions of the Work; December 1, 2017 for the
portions of the Work that include the north ballrooms and western half of the
main Exhibit Halls; or at Substantial Completion, whichever date is the
earliest to occur.
Utility providers will separate and relocate all utility services to buildings other
than the MBCC, to those buildings.
Work to be performed by others; such as pump stations, work by outside
service providers and primary power; will be performed and completed as
required to keep systems functioning in occupied areas and facilitate the
progress of the Work, provided that nothing herein shall relieve Construction
Manager of any of its obligations under Article 10 of the Agreement or other
provisions of the Contract Documents. The timing of this work will be included
in Construction Manager's baseline schedule.
c) Scope
i) The Architect-Engineer will incorporate into the Construction Documents the
design revisions required by the Clarifications and Assumptions included in
the GMP Proposal.
ii) Replace the first paragraph of Section 6.4.1 with the following:
Construction Manaqer's Continqencv. The Construction Manager's Contingency shall be for
the Construction Manager's use against risks assumed by Construction Manager in
providing the GMP, including the reasonable and necessary costs incurred by the
Construction Manager due to (1) costs of the Project pursuant to Section 8.2 that were not
reasonably quantifiable as part of the GMP Amendment, but are reasonably foreseeable
andlor inferable from the Contract Documents, (2) unforeseen circumstances relating to
construction of the Work not directly or indirectly attributable to Construction Manager's (or
its Subcontractors or Suppliers) noncompliance with the Contract Documents, and which
result in unavoidable increases in the Cost of the Project ; (3) increased costs/escalation
resulting from the Subcontractor and Supplier bidding process due to changed market
conditions, as measured against a relevant market index selected by the City; (4) increased
Costs of the Project solely to the limited extent resulting from specific matters set forth in
the Construction Manager's written report identifying appropriate comments pursuant to
Section 2.5.2.4, following Construction Manager's review of the Construction Documents as
set forth in Section 2.5.2.4; (4) costs for implementing a hurricane preparedness plan
pursuant to Subsection 2.7.17.16, and further provided that all such costs and expenses
must be a Cost of the Project. lf bids are received below the applicable line items in the
ii)
iii)
3l
EXHIBIT I Page 2l of 77
86
Miami Beach Convention Center
Clark Construction Group, LLC
October 2,2015
GMP Clarifications - Part 2
GMP, the buyout savings or surplus will be added to the Construction Manager's
Contingency. lf bids are received above the applicable line item in the GMP, the deficiency
will be charged to the Construction Manager's Contingency, however such events shall not
be cause to increase the Base GMP. lf any costs funded from the CM Contingency are
subsequently determined to be the responsibility of the City payable from the City's
Contingency pursuant to Section 6.4.2, City shall reimburse such costs, via Change Order.
Replace Section 6.4.2(b) with the following:
Changes to the Work if ordered by agencies having jurisdiction, provided such Work was
not reasonably inferable from the Cbntract Documents and directly results from City's
issuance of a Notice to Proceed prior to obtaining full permits thereon.
iii) Construction Manager may issue RFI's with suggested responses included
and will proceed in accordance with such responses (commonly known as a
"confirming RFI's"), subject to the objection of the City.
iv) The Architect-Engineer will provide a design to accommodate a 4 inch
difference in top-of-slab elevation between East and West Exhibit Halls
during Art Basel 2016. We have included the design solution as identified as
option "8" as discussed in the Art Basel meeting dated Sep. 22, 2015.
d) Schedule
i) City anticipates that NTP2 shall cover the balance of the Work for the
Construction Phase, less the P-lot park. With respect to the P-lot park, the
Architect-Engineer will work with the Construction Manager to develop a
design for the P-lot park within the $10 million allowance line item included in
the GMP. Any amounts required for the P-lot park in excess of the allowance
will require City approval. A separate NTP ('NTP3") will be issued once City
and Construction Manager agree on the scope of work and pricing for the P-
lot park.
ii) The entire MBCC facility will be vacated during the period after Art Basel
2016 through April 23,2017.
iii) Construction Manager will use the entire P-Lot for the duration of the project,
except during Art Basel events, during which 50% of the lot will be available
for Art Basel Event Parking. 25% of the P-lot will be available during Art
Basel event load-in and load-out periods.
iv) The baseline schedule will be created by Construction Manager and modified
jointly with Subcontractors in sufficient detail to plan and coordinate the Work.
The schedule will incorporate the clarifications contained in the GMP
Amendment, as well as the Work indicated in the 100o/o Construction
Documents. The level of detail in the schedule will increase closer to
performance of work based on input from each trade.
-rl
EXHIBIT I Page 28 of 77
87
Miami Beach Convention Center
Clark Construction Group, LLC
October 2,2015
GMP Clarifications - Part 2
v) City's Maison & Objet, World Out Games, and MLB Experience events shall
constitute Milestones for which the provisions of Section 5.2.3 and 9.4.3 of
the Agreement shall apply. Article 5.2.3.b, line 1, add the words "it is
determined at any time" after the word "extent".
vi) Replace the last sentence of Article 9.4.1.1with the following: "Although not
identified as a separate activity on the schedule, one day per month critical
path delay is assumed to be included in the baseline schedule for adverse
weather. Such days will be accumulated in a "weather delay bank" as the
work is completed, to be drawn upon as needed based on actual critical path
delays resulting from adverse weather."
vii) The City will ensure its obligations to Art Basel regarding the availability of
space match Construction Manager's obligations identified in Appendix D.. Add the following sentence to the end of Article 5.1.4: "While Construction
Manager will coordinate with the City to make meeting rooms and ballrooms
available for use during non-Art-Basel Events, the Construction Manager will
not be responsible for the City's inability to utilize meeting rooms or ballrooms
for such non-Art-Basel Events prior to Substantial Completion, provided
Construction Manager has otherwise complied with all applicable provisions
of the Contract Documents."
viii)Add the following to the end of Article 9.4.1.4: "Solely with respect to the
limited categories of Excusable Delays referenced in Article 9.4.1.4,
Subcontractors will be compensated for the reasonable and verifiable
additional General Conditions costs (as delineated in Article 7.1.2), to the
extent such costs were actually incurred by the Subcontractor and directly
and solely attributable to the extension of the Contract Time on account of
such Excusable Delay, provided the Subcontractor has demonstrated
entitlement for such Excusable Delay and has complied with all applicable
conditions and notice requirements set forth in the Contract Documents,
including, without limitation, Article 9.4 and Article 15 of the Agreement.
ix) ln Article 9.4.1 .2, replace the words "the City received the aforesaid written
notice from the Construction Manager" with the words " of such act or
omission". The Construction Manager and Architect-Engineer will work
collaboratively to submit, review and approve or reject submittals, make
reasonable design modifications, and provide other assistance to each other
as required to facilitate the progress of the Work. Such review and approval
shall not relieve the Construction Manager or the Subcontractors from any of
its or their responsibilities under the Contract Documents, or be deemed to be
an approval or waiver by the City of any deviation from, or of the failure to
comply with, any provision or requirement of the Contract Documents unless
such deviation or failure has been specifically identified by the Construction
Manager in writing and approved by the City in an Amendment to the
Agreement. Notwithstanding any provision herein to the contrary, the
Construction Manager agrees and recognizes that the City, in reviewing,
approving or rejecting any submissions by the Construction Manager or other
sl
EXHIBIT I Page 29 of 77
88
e)
Miami Beach Convention Center
Clark Construction Group, LLC
October 2,2015
GMP Clarifications - Part2
actions of the Construction Manager, in no way assumes or shares any
responsibility or liability of the Construction Manager or the Subcontractors.
Paymenti) The GMP line item for General Conditions includes 193,200 labor hours. Add
sentence at the end of Section 7.1.2.2: Any adjustment for unused hours, if
any, shall be calculated via a credit at the liquidated rate of $110 per unused
hour. Notwithstanding the foregoing, in the event Construction Manager
achieves the 2016 and 2017 Art Basel Milestones and achieves Shared
Savings in accordance with Section 7.2, Cily shall not make any adjustment
for unused hours if the City's portion of Shared Savings exceeds the above
adjustment.
ii) Article 6.5.1 - Add the following: "The amount of the direct cost of the Work
associated with such Change Orders will be included as a Cost of the Project
for purposes of calculating the amount of Construction Overhead and Profit
Fee, if any, to be paid to Construction Manager with each Progress and Final
Payment."
iii) Add the following to Article 16.15: "For purposes of its reimbursement under
the City's GOB Grant Agreement with Miami-Dade County, City agrees to bill
County for direct trade costs only."
iv) Allowances include all labor, material, and equipment required for the
performance of such work. Any funds required in excess of amounts
available in an allowance line item shall require City approval. the GMP will
be increased or reduced based on the actual cost of such approved work in
accordance with the Contract Documents. Any amounts remaining in any
allowance account shall be retained by the City and shall not be used for
purposes of calculating Project Cost Savings pursuant to Section 7.2 of the
Agreement.
v) After the issuance of NTP2, City will direct CM to Stop Work if and when
necessary to ensure the City does not become obligated for payments under
the Agreement, beyond funds authorized for the Project and that sufficient
funds are available to pay Construction Manager for work previously
performed in accordance with the Contract Documents.
lnsurance
Construction Manager's liability related to errors or omissions in the design of
temporary support of existing, structures and temporary windstorm protection will
be limited to its deductibles and the amount of available insurance under
Construction Manager's E&O insurance policies. Construction Manager's current
E&O coverage limits are $125,000,000, and such coverages shall be maintained
throughout the Project.
i) Construction Manager will add the City to its GL policy as an additional
insured until 12124115 or until the GL Wrap policy is in place, whichever
occurs first.
6l
EXHIBIT I Page 30 of 77
89
s)
Miami Beach Convention Center
Clark Construction Group, LLC
October 2,20L5
GMP Clarifications - Part 2
Miscellaneousi) Construciton Manager will prepare a noise mitigation and work hours plan for
the City's review and approval. Such plan will govern Construction
Manager's operations in lieu of related provisions in Division One of the
Specifications and other CMB noise and work hour restrictions. Construction
Manager will provide advance notice to City of anticipated exceptions
required to such plan.
ii) 20 feet of space along the North wall of Hall D will be unavailable for events
during 2016 to facilitate temporary bracing of existing structures and
temporary windstorm protection.
iii) The following items will be entered into e-Builder by CM: all Construction
Documents, shop drawings, submittals, RFI's, payment applications, and
other deliverables expressly required by the Agreement.
iv) Delete Article 2.7 .17.28 - Public lnformation Officer.v) RFI responses are considered Contract Documents.
Fentress will provide at least one full-time Architect onsite on a full-time basis.
Wallace and ME will provide Florida-registered engineers as required to facilitate the
progress of the Work, provided, however, nothing herein shall relieve Construction
Manager of any of its obligations under the Contract Documents.
i) Glass and Glazing subcontractor bonds extend one year beyond Substantial
Completion. With respect to the glass and glazing warranty obligation established in
the Contract Documents that exceed one year from Substantial Completion,
Construction Manager agrees to assign to City any written warranty obtained from
glass and glazing subcontractors and suppliers and all rights, claims and defenses
Construction Manager may have pursuant to its agreements with the glass and glazing
subcontractors. City will accept amounts recovered from the glass and glazing
subcontractor in lieu of all other claims, rights, and remedies City may have against
Construction Manager arising solely from the acts or omissions, including the defective
work, of the glass and glazing subcontractors, regardless of applicable statutes of
limitations or repose, provided, however, that nothing herein shall be construed as a
waiver or release by City of any other claims that are unrelated to such acts or
omissions, including the defective work, of the glass and glazing subcontractor that
City may have against Construction Manager for its failure to comply with the Contract
Documents or applicable law.
h)
7l
EXHIBIT I Page 3L of 77
90
lI srcloN 4: DETATLED ESTTMATES
Vtoo
=o
+
Uo
--oo
rn
=:
o
EXHIBIT I Page 32 of 77
91
MBCC
Lump Sum General Conditions
Estimate
October 8, 2015
Position
Revised #
Mos Total Hours Revised Total
Executive VP (30o/o)33 t,7L5 $ 394,376
Proiect Executive 27 4,672 $ 1.074.588
Public Information Officer (Reduced to
10o/o )
33 520
$ 52,99L
Field Suoervision
Proiect Superintendent 33 5.776 $ 948,790
New Const. Supt. Found/Struct 24 4,L57 $ 581.9s2
Asst Supt. Bldq Envelope 24 4,157 $ 407,366
Asst Supt. New Const. Finishes 2L 3,647 $ 357.366
Asst Supt. Util/Civil/Landscaoe 24 4.t57 $ 407.366
Supt. Reno/Demo/Concrete 24 4,757 $ 581.9s2
Asst Supt. Hall/OH/Roof 24 4.t57 $ 407,366
Asst Suot. Hall Floor 21 3,647 $ 357.366
Asst Suot. Mtq Rm/BOH/Reno 27 4.675 $ 458,L82
Asst Field Enqineer 29 5,O27 $ 382.0s9
Asst Field Enqineer 29 5.O27 $ 382.059
Field Enqineer 24 4,L57 $ 357,485
MEP Coordinator 33 5,7L6 $ 908.780
Commissioninq Coordinator 24 4,157 $ 640.t47
Low Voltaqe Coordinator 33 2.858 $ 360.083
Test and Balance Coordinator 1B 3,Lt4 $ 323.807
Proiect Management
SR Proiect Manaqer 31 5,369 $ 800.011
Foundation/Structure PM 23 3.962 $ s23.010
Bldq Envelope PM 2B 4,850 $ 640.L47
Arch Finish PM 33 5.7t6 $ 754.459
Exhibit Floor PE 28 4,826 $ 390.90s
Food Service/Concession PE 24 4.L57 $ 336.701
Proiect Accountant/Cost Control 31 5.369 $ 327.s21
Chanqe Order Manaqement 31 2,936 $ 365,662
Proiect Management Support
Schedule Manaqer 33 5,7t6 $ s65.844
Workforce Coordinator 0 $ 792
Waoe Comoliance 33 5.716 $ 274,349
BIM (Reduced to 40olo during last 17
mos)
33 3,99r
$ 463.010
EXHIBIT I Page 33 of 77
92
Proiect Administrator 33 5,7L6 $ 274,349
Receptionist 33 5,7L6 $ 222.908
Document Control 25 4.332 $ 463,504
SR QC Manaqer 33 5.716 $ 754.459
Permit Coord/QC Site/Struc 29 5,016 $ 501.560
QC Bldq Envelope 25 4.329 $ 432,920
OC Mechanical/Plumbino 25 4,329 $ 432.920
QC Electrical 31 5.369 $ 536.920
Office Enqineer 33 2,599 $ 348.565
Safety
Safetv Manaoer 33 5,7t6 $ 7zs,Bgt
Safety Enqineer 25 4.333 $ 359,644
Safety Enqineer 0 $ ( 1.986)
Safetv Enoineer 24 4,L57 $ 345.074
Art Basel Supoort
Art Basel 2016 - Znd Shift Safety 1 t73 $ 2r.823
Art Basel 20L7 - 2nd Shift Safetv 1 773 $ 21.823
Corporate Resources
Buildinq Envelope Executive (10o/o)23 40L $ 49.302
Cost Enqineer (20olo)33 L,L43 $ t7t,468
Purchasinq Manaqer (As Needed)$ 90.000
Director of Sustainable Solutions (5olo)
33 286
$ 34,008
Safetv Reoional Manaoer (10%)33 572 $ 85,734
Estimatinq and Purchasinq (2Oo/ol
Preconstruction Manaoer 6 208 $ 24,525
Chief Estimator 6 208 $ 29.305
Estimator Structure 6 208 $ 23,486
Estimator Architectu ra I 6 208 $ 15.380
Esti mator Arch itectura I 6 208 $ 15.380
Estimator Site 6 208 $ 23.486
Estimator Mechanical 6 208 $ 34.709
Estimator Electrical 6 208 $ 29.305
Estimator Buildinq Envelope 6 208 $ 15.380
Total Construction Phase Staff
Costs (Excluding 2nd Shift
Suoervision)$ 20.907.670
Proiect Executive 3 3t2 $ 68.27s
Proiect Su perintendent 3 3L2 $ 47.076
Proiect Manaoer 3 520 $ 73.783
Assistant Superintendent 3 520 $ 57,676
Proiect Enoineer 3 520 $ 47.284
EXHIBIT I Page 34 of 77
93
Receptionist 3 520 $ 32,2L5
Submittal Clerk 3 520 s 32.27s
Total Close Out $ 358,524
Other Exp€nses
Schedulinq Consultant $ 345.000
CM Jobsite Offices $ 460.000
Office Supplies x $ 89s.0s0
Opoortunitv Trailer $ 30.000
IT Setup for Trailers x $ 481.950
Project IT - Computers/Telephone/Cell
Phones/Etc. x $ 484.85s
Drawino Reoroduction $ 200.000
Proiect Postaqe $ 2s.000
Travel For Meetinos x $ 355.365
Total Other Exoenses s 3,277.22o
x = Reduced by 8.2o/o
Summary
Staff $ 20.907.670
Close Out $ 358.524
I .OTAL HOURS 193.203
B ENDED RATE $ 110.07
Other Exoenses $ 3,277,220
Total Genera! Conditions $ 24.543.4L3
Less Adjustment to Match GMP
Proposal $ (77,s27)
GMP Prooosa! General Conditions $ 24,465,886
EXHIBIT I Page 35 of 77
94
GMP Proposal
Monthly GC Payment Schedule
October 6,20L5
LL/30/zOLs Ssss,ooc
L2/3L/201s 505,000
u3Ll2OL6 810.000
2129/2016 810,000
3/3t/201.6 810,000
4/301201,6 830,000
s/3L/201.6 770,000
6/30/2OL6 790,000
7131/20t6 830,000
8/3L120L6 860,000
9130i/20L6 860,000
LO/3L/20L6 860,000
Lu30/2016 885,000
L2/3L/2076 860,000
Ll31/20t7 860,000
2/28/20t7 860,000
3/31/2OL7 845,000
4/30/20t7 845,000
s/3L/2017 825,000
6130/20t7 825,000
7/3L120t7 82s.000
8/3L12017 825,000
9/30/2017 825.000
LOl3Ll2Ol7 800,000
tLl30/2017 79s,000
L2l31.lzOLl 770,OOO
Ll3tl2OL8 645,000
2/28/20L8 505,000
3l3tl2OL8 460,000
4130120L8 460,000
sl31.l2Ot8 445,000
6/30120L8 410.000
7/3Ll2OL8 370,000
8/31/20t8 135,000
el30/20t8 135,000
LO/3L/20t8 135.886
Total s24,465,886
EXHIBIT I Page 36 of 77
95
Proposed General Requirements Fotm
GENERAI.REQUIREMENTS DuTation QUANTITY UNIT UNITPRICE ToTAL CoMMENTS
TRAFFIC USE/RIGHT OF WAY FEES 31 I }Y OWNER
PARKING METER REMOVAI- FEES 31 t-s :XCLUDED - NOT REQUIRED
MISC PROIECT PERMITS IDERM APPROVAI S1 31 ts }Y OWNER
]UILDING PERMIT 3l ts }Y OWNER
SCHEDULE ACCELERATION 31 LS N COST OF WORK
TEMPORARY TOITETS 31 1.000 EA s 1ao oo 5 180,00(
TESTING AND INSPECTION 31 50 EA S soo.oo S 25.00(3RD PARTY CRANE INSPECTIONS
IESTING AND INSPECTION 37 GSF SEPARATE TRADE
:OMMISSIONING AUTHORIfl 37 TS 8Y OWNER
IEMPORARY EQUIPMENT RENTAL. CRANES 37 MO IN COST OF WORK
IEMPORARY EQUIPMENT RENTAT . LIGHT TOWERS 31 100 MO S 475.00 s 142 50t IOEA X 30 MONTHS
TEMPORARY EQUIPMENT RENTAL. BOOM tIFT 45' IEVENT 31 30 MO S 1,780 )53,40(1 EA X 30 MONTHS
TEMPORARY EQUIPMENT RENTAL - SKID STEER FORKS AND 31 30 MO S 7r7.oo s 21 51(FORK AND STREET SWEEPER ATTACHMENTS FOR SKIO STEER
IEMPORARY EQUIPMENT RENTAL. SKID STEER 31 50 MO 5 t,458 5 87,48(2 EA X 30 MONTHS
IEMPORARY EQUIPMENT RENTAL - 5POT GEN. RENTAT 3 50 MO S 1.s60 s 78.00(5EA X 10 MONTHS
IEMPORARY HOIST 31 MO NOT REQUIRED . TEMP USE OF EXIST AND NEW ETEVATORS IN TRADES
EMPORARY EQUIPMENT RENTAL - 2X4 31 6o MO S 4oo.oo s 24,00(2EA X 30 MONTHS
VlISC TOOLS AND EQUIPMENT - ALLOWANCT 31 t-5 S 25o.oo(5 2s0,000 Mrsc RENTALS/PURCHASES (SMALL TOOt-S. ETC).EMPORARY FIRE EXT, ALLOWANCE 31 t"s s 10,000 s 10,00(MISC TEMP FIRE EXT IHOT WORK).EMPORARY HEAT 31 ts !OT REQUIRED - CONSUMPTION BY OWNER
vlol 31 LS 5 40,ooo 5 40,00r MOT PERMIT PRICE PER STEVE W - BISCAYNE ENGINEERING
ONSTRUCTION EMPLOYEE PARKING/SHUTTLE 31 LS EXCI-UDED - ASSUMED USE OF P LOT FOR WORKERS
:OVEREO WALK 31 325 LF s 250 0c t 81,2s(TEMPORARY WALKWAYS
:OVERED WALK 31 400 LF S 2so.oo 5 1oo.oo(TEMPORARY BUILDING ENTRANCES/WALKWAYS INSIDE THE BUILDING
)N SITE STORAGE CONTAINERS 31 30 MO s 2.580 s 77 AOt JOB BOX€S, CONTAINER RENTAL l4 x 30 Months) - 40' Container
EMPORARY SITE FENcING {6' Chaanlink)LS :ONVENTION CENTER
-EMPORARY SITE FENCING I5' ahainlinkl 1 LS S 98.462 s 9a 46::ONVENTION CENTER. RELOCATIONS. ART BASEL 2016
EMPORARY SITE FENcING {6' Chaanlink ts ]ONVENTION CENTER - RELOCATIONS - ARI BASEL 2O17
'EMPORARY POWER TO SITE LS JSE EXIsTING SYSTEMS FOR CONV CTR, TEMP POWER TO TRAILERS,EMPORARY POWER CONSUMPTION GSt ]Y OWNER
,ECONDARY ELECTRICAL SERVICE DUCTBANK (FOR TEMP
lT[ rTrFs\
)7 1 L5 S 2ss,oo(\LLOWANCE INC OWNER TRAILERS (SEE MOD SPACE PROPOSAL)
.EMPORARY PHONE SERVICE/HOOKUP LS
.EMPORARY PHONE MONTHTY CHARGES 31 30 MO S 1.soo s 45.00(..ESTIMATE'
.ELECOMMUNICATIONS DUCTBANK (TEMP SERVICE)31 1 TS JSE EXISTING SYST€MS FOR CONV CTR. IEMP TELECOMM TO TRAITERS
TRAILER UTII-ITIES FOR HILL I t-s
TRAILER FOR HITT 1 LS S 144.ooo s 185 00(\ttOWANCE
TELOCATE EXISTING AT&T ]Y OWNER
lELD ENGINEERING, CERTIFIED I.AYOUI AND SURVEY,
UONITORING FYI<TING <TPI I-I IPFS
31 I LS S 27o.ooo S 27o.oo(}UILDING CONTROI., SITE STAKEOUT, GRADING, STAB EDGE5, ETC.
THIRD PARTY DESIGN FOR TEMPORARY BRACING LS s 96mo 96,00(ilPM PROPOSAL
THIRD PARTY R€VIEW OF ENCLOSURE & WATERPROOFING L5 5 es,000 S 95,00(MJE PROPOSAL + FIELD TEST AND VISITS
]OSTS FOR ENCTOSURE AND WATERPROOFING CONSUI-TING t-s S 2o.ooo S 20 oo(MPTEMENT WJE COMMENTS
:IRE/LIFE SAFETY CONSULTANTS ts S 5r5,oo(s s15.00(r'IICHAEL SHEEHAN PROPOSAL
:P&L CONSULTANT S 1o.oo(s 10.00(IODTEC CONSUTTING
IAZAROOUS MATERIAL SURVEY - CONVENTION CENTER LS !OT INCI.UDED
\DJACENT BUITDING IASER SCANNING 31 ls NOT INCLUDED
lELD ENGR EQUIPMENT AND MATERIALS 31 30 MO S 2.45c S 73.50(EOUIP. FOR FIELD ENGINEERING
JTII-ITY LOCATOR 31 LS
}UILDING LASER SCANNING 31 1 t-s S 12o.ooc S 12o.oo(INNOVTEC PROPOSAL FOR BIM MODEL
:INAL CTEAN GLASS AND ATUMINUM 3t 210.000 SF IN BELO\A INEFF DUE TO FINS
:INAL EUILDING CLEANING 31 1,406,315 GSF IN BELO\A ART BASEI,2016
:INAL BUII-DING CLEANING 3t t.406.315 GSF IN BELO\A FINAL CLEANING
:INAL BUILDING CLEANING t,406,37 5 GSF s o.44 S 62s,oo(ART BASEL 2017
}UILDING CLEANUP FOREMAN. FOR EVENT PREP 30 MO S 1s.1ss S 454 6sc 2 EA X sOHR/WK X S35/HR
}UII.DING CLEANUP FOREMAN - FOR ART BASET PREP 2 MO s 15,15s S 30,31(2EA X50HR/WKXs3s/HR
}UILDING CI.EANUP LABOR - FOR ART BASEL PREP 2 MO S 43.330 5 85.56C 10 EA X sOHR/WK X S2O/HR
}UILDING CTEANUP LABOR - FOR EVENT PREP 30 MO s 21,65s 5 649,9s(t EA X 50HR/WK X s2o/HR
.RAILER CLEANUP I-ABOR - CLARK, OWNER AND 30 MO S 3.ooo 90.00c MOXHR/WKXS/HR)
.EMP IOOR PROTECTION 553.942 SF s o50 5 276,97 TESILIENT - KRATT PAPER OR EQUAT
.EMP IOOR PROTECTION 146,540 SF s 2.50 S 366.3sc TERRMZO - RAM BOARD OR EOUAL
.EMP FTOOR PROIECTION 2.545 SF 5 2.50 5 6,363 TITE - RAM BOARD OR EQUAI-
.EMP TOOR PROTECTION 2s0,000 SF 5 2.50 S 62s.ooc :VENT PREP FLOOR PROTECTION
)UMPSTERS - 30 CY 1.200 TOAD s 600.00 S 72o oo(
.EMPORARY ROOF PROTECTION 75,000 SF 5 3.00 S 22s.oo()ROTECT EXIST. CONDITIONS TO REMAIN
EMPORARY PARTITION. BUILD & DEMO 34.500 SF S 1s.oo E 517.50(loofOpening @ Brid8e Removal 575 LF x 30'W x 15' H
IiEATHERPROOF TEMP PART. - BUILD & OEMO 34 500 SF 5 4.00 s 138,00(loofOpeninq @ BradEe Removal 575 LF x 30'W
.EMPORARY PARTITION. BUILD & DEMO 2,500 sf S 8.oo s 20.00(\R BASEL 2015 **ESTIMATE** {Misc for Ped Walks)
VEATHERPROOF TEMP PART. - BUILD & DEMO 2.500 sf s 4.00 s 10 00(\R BASEL 2016 **ESTIMATI
VEATHERPROOF TEMP PART. . BUILD & DEMO 5,000 sf S 4.oo 5 20,00(\R BASET 2017 **ESTIMATE** s.000 LF x 10 H
TEMPORARY PARTITION - BUILD & DEMO 5.000 st S 8.oo s 40.00(\R BASEL 2017 - "ESTIMATE+' (Misc tor Ped Walks)
TEMPORARY PARTITION - BUILD & DEMO (INT FOR EXH
fail l
31 41,850 st 5 2s.00 5 1.O46.2s1 XH HALLS A&B 2016 930 tF x 46' H (20 + 5 Demo)
TEMPORARY PARTITION . BUILD & DEMO (EXT FOR DEMO) -
N
31 24,150 SF S 3o.oo S 724.s0(.IGHTWEIGHT TRUSS METAL DECK W COLUMN BRACING
EXHIBIT I Page 37 of 77
96
GENERAI- REQUIREMENTS
fotal Construction Phase - General Requirements
DuTation QUANTITY UNIT UNITPRICE TOTAL COMMENTS
S 14,760,103
IEMPORARY PARTITION - BUILO & OEMO (EXT FOR DEMO) -
E
31 10,000 SF S 30oo S 3oo.oo(.IGHTWEIGHT TRU55 METAL DtCK W COLUMN BRACING
TEMPORARY PARTITION - EUILD & DEMO (INT FOR EXH
HALL)
31 41,850 SF 5 1s.oo s 627,75t :XH HAttS C&D 20I7 . PANELIZE, REUSE FROM OTHTR SIDE
IEMPORARY PARTITION - BUILD & DEMO (EXT FOR DEMO) -31 36,490 SF S 3o.oo S 1,094,70(,IGHTWEIGHT TRUSS METAL DECK W/ COLUMN BRACING
.EMPORARY PARTITION . BUILD & DEMO (EXT FOR DEMO).31 7.175 SF 5 30.00 5 215.25(,IGHTWEIGHT TRUSS METAL DECK W/ COIUMN BRACING
.EMPORARY
ENCTOSURE 31 1 EA S 2.soo S 2.so()OOR HARDWARE ROOM.EMPORARY SHEDS 31 1 EA s 10mo 5 10,00(;ECURITY ROOM
;ERVICE CORRIDOR FOR MECC IN EXHIBIT HALLS 31 900 LF S so.oo S 4s.oo(.EMP ROAD FOR TRUCKS TO ACCESS D HATT
,IAUL AND PTACE STONE FOR TEMPORARY ACCESS ROADS 3l 4,250 c S 34.00 S 144.50(-EMP. CRANE ROADS {1,900 Lt x 50'Wide, 1'Thick)
:LEVATOR CAB TEMPORARY PROTECTION AND OPERATOR 31 N ELEVATORS
;TREET SIGNAGE . PEDESTRIAN SIGNAGE 31 1 ts S so.ooc S 5o.oo(STREET CLOSURES/PED PROTECTION ++ESTIMATEI
ONCRETE BARRICADES 31 3.375 LF S 78.00 s 253 25(STREE I CLOSURES/PED PROTECTION "ESTIMATE+.RASH CHUTE AND OPENING PROTECTION 31 6 EA s 5,000 s 30,o0(
RASH CHUTE 6 tt S 1.30c s 7ao(
IRE WATCH 2 MO 5 108,000 S 216,00(10 EA - 2 Months 24 Hours/Dav {Art Basel 2016 and 2017)
iECURITY SERVICES 22 MO s 43.8s1 S 964.i2c Secure Construction Zone From Active Evehts 3 EA 24 Hours/Dav
IRE WATCH 31 24 MO S 16.542 s 397 00t 4 EA - 24 Mohths 8 Hours/Dav
'ECURITY
SERVICES 2 MO 5 57,oOC S 114.ooc Secure Construction Zone From Ad Basel - 4 EA 24 Hourc/Dav
SECURITY SERVICES 24 MO S 11.875 S 285.ooc P LOT PARKING - ENTRY (24 MOS,24 Hours/Day)
AS BUILT DOCUMENTATION L LS s 75 000 s 75,OO(ESTIMATET*
E EUILDER USER FEES (INC SUES)250 EA ]Y OWNER
PHOTOGRAPHS/VIDEOGRAPHY (EXIST CONDITIONS,
CONSTRUCTION PHASE, ETC)
l1 1 L5 S 43,ooo S 43,00(MUTTIVISTA + PROTESSIONAL FINAT PHOTOS
,VEBCAM EA S 21.500 s 43 00(T ESTIMATT
)ISPUTE RESOLUTION - ALLOWANCE LS 5 s0,000 5 50,00(
SAFETY RAIt 31 22,500 LT S 4.oo s 90.00(;tAB EDGE SAFETY RAILS . MAINT. & REMOVAL* 0EWATERTNG **i 31 ts N COST OF WORK
TERMITE CONTROL @ INT DOCK AREA t5 S tN EEtO\r
TERMITE CONTROL 31 LS s 41 627 41 6)'.;UB QUOTE
SCAFFOTDING. INTERIOR st s 2.00 N COST OF WORK
\BC TYPE FIRE EXTINGUISHER - 2OLB PLUS 31 200 EA S 12o.oo s 24 00t :ire Ext. Forlobsite
EXHIBIT I Page 38 of 77
97
llsrcrroN 5: pRELTMTNARy coNSTRUCTIoN scHEDULE
Vtoo
=o
J
!+
-!
Q)A
J<O=.o:
o\oo:l
Co
=of
EXHIBIT I Page 39 of 77
98
NN
oo
oNoL
t6
IxU
93
t3
E
o
Eo
d
totUtszUozo
FzU
zo
Io
d
=
2
a
o
o
!
o
o
J
I;pq
g _9E20,t E rijcE
z!;'-c
!.
u-3 .fi,=g'.'Eg;*36I
7
o
U =dE;E t; >z6z :.. 6 g , a ' da6'**EE 6
E
i,i B
EEE6*qdE>?
5Eoo.9
No
6 7 5E o 96 tzz-atOUg sE ; 8tt-E*EESFE+EgEi
l9=!:
;6ua
iaaa
o 6 .Et;F :agsF;E; ggEtEIS{:.
a_
!
u
--u!e1€E!!
6 62zu ,
dsti E{EtiEE::i3::r3:'
o
6(i
ASPEfieH9 z
v96,i*
;6.96gE
i =tr
,g ,< F ,l e,;
EiHE5
E-tr
o0(9-.,2
o&
o6Eq
U 3;t;4.::5i:'
o
;6d
E 96
sE2
UEsei95u
! a€ E o
^*:::'
f,
:do;aE >E g
3!ura)a
xL
sl I
+d &
I
=
39 9 eeeg 99 Fa'd, i iiii .i ii< E 366: 2' E66 d ++"6ci qt,,5 d-N
? qqeqqqeeesPsge?qe?eqss e ee eerr: :Lf $riiiiiiji$eeft$9$$$jjg *: *gSie:FNorN o-6NO6iNNN-N d == :
BOoooooooooooooo oooooooooooooooooooooo
g
; ; = 3, E n;ggEgg;fiigggfugggggggggiiE ?Ez a r! s Ilsi-;c =d6 E qE d EEryE
Hi*
ggEEIfu
EiiE E
gEgEEEE g
EEou
tt
Eq?*q+*+f +qp+??E gegSgEEEEgSEEESEEEEEE gEEEEEEEE
B E E E I E E E E g ! E I E E E E ! E ! E E 9 ! E E I g E E -d 4 s s s 4 g s s s 4 -* -, E 4 4E=============================================
,
U
foUIoa
E
z
=fUvd
EUFzUozo
FzU
zo
Io
U
=&
=3inNEd
Pi;io
a
!
I
l.I
99
EP
o6o
d
zts)
9na 5i6nUJdI
;;93 p I 2=a ^9.Qc o d Qoo ots v y 2 0 u F1 z EgE; < Z so
iiiiFgEgfE;8. E EgEE'E;II
tsEolodoiu
;
sggEfEe:;:'6864...:IEEIrl
ts
EotU
zUozotrzU
zooIo
U
@
=
=
oi, ioio ioiD io6 L
oooo22 OO ZZ OO Z:: .i* *d '.5d, .toooo
oio iol i.
oz o< o+d d'6 ,Aooo
2oo
dOur=cfoaFU@E@azzoo=-Fr r$r[Ea_du@U_F4 tr=E g{^b=3Eb_b; rch irffirfrHi1z 662 z6r6rzze? ??e e?3?3eQ99 999 99=9<996@@@oYoYrr
qqqaooooozozootltllt:t:E:Et1aaaaaaa,,E?a7tsa
@666@O@66u6u6d
EEEE E E E E E H E: E E
J9 o 9 9 e o o o o o o o o olX83853EBSP8:e8:
=FF[]r/'jFii*++PFszzzzzzzzzzzzzzFUUUUUUUUUUUUUUEddddddddadaaa;
t= @LXi c55z 6o
oa Ao< q tiJ9Ep:I
Hxss
oiF==
lr
N6
A !!!r i i, a6=o ooooz z :.l .ldtAA ,,\ d,
Nts;i!:fo<a26+ ,.t .l ,r
oooooooooooo
{a
I
od:o!
- .8PE3 9zoB _ lo 6
a >zu
- B _ i-o E
-o;.66E?61, E ig*E*9c9 F ; -6ol} EEizaEcg,SfEEE;#::;6,5.iiiHErE-E.gEEiEq5i:SE
EE5$eEE{€I<E!e E -E: e: E ? s'.*'I E
E!ggEEiEss;gE
aaoooooooooooAoe-6NNo@ooN@to@N66NN@
uuuLirddrd'nLnddL[
=J)!JJf:::J:===>====>===
r^@r^N
$ $: s $ $5 *$: t: i: $ i $H
JFdeN-r
iii5EE$iidfdgiif;ii
q9eq6@$oNrN660N-oooo6@F66NNr{o66NodNINN-N-;
-k_ 5696 A! ; 2 6'c. E
E fr r fr=5EE-E: sE ? t
=Elfr'=se"ev
EYa6 E 3Y9;i3nyg Fzi7aF 5;H5E*Eex H
gErggEEEgggEEEEEE
gRRQiZr,dRl6Eh=R6<B
f;HE:;EH:H*AEHEHPEg
$EkqfrEP;EfissEgIsAg
90qooooooooooooodoEESPPE::3PRE3S;383i:::5';;;:r::
==jjii*ji*jjjji**i==:=>>==>=>=>==>==?lfl!lllltlllllllf@@@@@@@@aaa@aa6666
U)loUIo
E
z
==UucuUFzUozo
FzU
zo
Io
U
>&
?o
io
o
o@
@d
to
=x
100
ii
o
c
6H6 6
rE9 i i j i.i 3 j .j i J,5 i,i 6 6,i9EO o o O O O o O 6 0 0 6 6oE.z z z z z o o z o o o o z o o o o.5 Eil,A vt q5 d, J + + d, "5 "6 o6 06 ,,5 .6 .6 06 05-@o o - - o - - -;
9E- g 9 9 9 9 9 9I I9 9 e 9I I IgEj i 9 9 j j j j j j i 9 j j j j jogo o o o o o o o o o o o o o o 6 6i63 3 i =A i, i 3 3, 3 3 i, i, 3 i 3, C 3o Eo o o o o o o o o o o o d
9,9
i:
do
<oO
;d;; s $€ *e$ e H EE s,*-;e -iz o d od e.FPP R C o = lt
*;;i$Ege9*EggEtgh
Eg;gEIts;{Esti*s,i5sd6e6!.+eY:155i;!'-;EASEs,#E!;;i5$8gEooooooooooooooooo
ooooo
999e99999ege9ggC9
ILc&dd[[[cdoadd"r!tr
OOooooOO533338538==SE=EE
TT(EEEEEETEEEEEEeeaaeeeaaeeee?ee
ftg- - - = - I R = B 3 3 s - s 3 3 s
F=RX
F= E36E
F
uotUFzUozo
Fzu
zoo
Io
U6
=
=
:e.3E'
ooi*"ifrq EE9
E ;'I-
.9
o
$ g#E
)!v *E -E ! >L -thu
-r fi.9;: P:J 6 E9s EEIBf'.EEE;!H:HTEEtsE,;.;E:ES:.3T
:!E*Ee
EUUO499+3333,33333
o:F400000
EgEEdddd.Edddd
E;EEFP.=ts--_-r_:ia::::lIIIlillll
: :sPP9P:899e99c999o9P99cPp9c e *: + + + + * j i: I A A A I l;: J^ r 5 & &J !3 3 6 3 3 6 3 3222 { s E E X S E }FS i i,B*,8*3 3d,,5 * +.6,4 * d,.r,-6 ut d.6.r d "6 "5 : i d.1 & J J d J iNo____oNNoN_N__o6_6;
!. 6 i, i. io i,i., i, Lb b b io b b io io io A i" io 6 io iD io bi i :; i::;: i i t i;:::: i Y -l.; i: i: is E I E I I3 s I i i ! E E fl fl E E FE95 i'a'a'3I4.r dr ci "l d 4 d, d,4-r.a d.6 d ql il oa d,.A d d.l dr 6,il +NNOO rN6eo-;;od-oe
o60000t-noo{oo66ds
EE
Aaa i I E s E:
82,*EB$EE$,; 6,g gE
s
EllggtEiItEigtgS ggiEgs,gEFI
e
HzU(,zes9:eeEB gBBRBBBeRBgBBRBBRBg
--L-O600dooo{r{
9Q9O OOOooooo3 PeF=5NNRNRRhRRB;s33BSEEg*gg
E / lj -ui E ii+ E EPPPF+P P Pit'r + +P F i Pi, fr fi =fr fi fi fi fi fi fi fr fr a fi t a a 6 6 G a a = 2 2 2 2;;;6HHHHHHHH;EE;f; ;HH;HHHHHHH
JloUIo
E
z
=)UucuUFzUozo
FzU
zoo
Io
U66
=A
=2iri NE6gi;
5.
io
N
ou
a;
E
IxU
101
o@oo
teIx
o
I
66Ob 0660 0606 oo0o
o oo6 oOOO 664 d66666 6 oo
ooooozoozoooeeooooooo666oooooo66odoooo666od6S66.6.606.6.6d,{o5d,06.5.606o5J.6.606.6..0..5J;eJJJAJ;;;J"r;"sJ;E;;+"5".;J
---;=;==-;d==;_
0606 OOOO 06O0 6600 666000066O6
iiitilli j9j j*ii*t!!ili j!iiiij99 jiigijj jj j jiiij jI I e 99 q o o o o o I I O O O O 6 6 6 a 6 a 9 9 9 d 6 6 A 6 6 a a 6 a 6 a a 6 a o 6 6 6 6 oz z z z z z z z z zz z zzzz z z z z z Z 2 2 22 Z ZZ Z Z Z Z Z Z Z ZZ Z Z Z ZZ ZZZz4 4 4 4 O 4 4,4,A,l "t,4 d O 4 4 4 4 4 d 4 4 4 4 O 4 6 4 a,A J J A J J ,.| ; ; .| "1 ; ; ; ; ; ; ;o o o o o o o o o o o o o o o O O o 6 O 6 6 6 O d 6 6 6 6 6 6 6 6 d o o d d 6 d 6 d ci ci 6 o o99333:R3:3333g33g33ggsg3g33g3B3g3gg3333gggR3333
o
EE
= €" H' 3 tl
o -- 6 - * P
rggigEFgFsEgsg
=:6 0 C Fg9**- E- s ,. g F cHiu6,.E > E', eg g, " I I*
rggiF{EEc BE Iff iE
gicrgg$iggBiBE$E,
{Iii*E{{iE}tiEEEE!!ttEE!!EEEEE!!!!!EiEEE$EEEE!!E
^s s c c : c c c c -c -! -s s s -s -c -c E ! g -c E E E E E E c E E E E E E E E C c c C ! e ! g E ! ! ccddIdccIcrcooccddl!(!ddIdddaddadddddddddddddddddcc
666OQOOOOOOOOOqeOOOOOOOON @ o I o @Fo o F Noi 6 @ F 6 66 - N 6i 6 6F 66 6 = i! 6.i 66n 6d E;;6i o oNNNN dood6-a*a++++i++66b66o6b66(6@irtd66
q q 4 E q. u E v E E u t q E g g E d i tL ti d n ti q V tr ci ti ci tL cL ci ti ti n & d cL & tL d d X rL & u ueaaaeeeeeaeeeeeaaaaaeeaeeieetaeaeeea;;ieie;;ai;;
I
F
Eo
EUFzu
Ozo
tszU
zoo
Io
U6
=
=
c
E
I
;E".s3"-PE,}Ed
o
5 3;;
660oPb
I
I
E',o 3:* ! C,q{lr
9:9 9I
0[ddcccc IIItllltI:lIlIllIllIrllllmmtItmtl,ilrlTI!TT
U
loUIo
u
z
=J-Udc
EUFzUozo
FzU
zoo
Io
d
=A<.9> ",,
Ed
E69i;io
102
rr
o
o@6o;6
=x
d;'
o
I
s9PS999:c9P99999999in66 iri3Jl33!illAlri3339SE8SE33S3EEPI!d: +.! : d d.L J,A d r: : d : J J, d d, d)
b oooo6600006666
>>ooooooooo o oooooooo oo ooo ozzzzzzzzzzzzzzoaooo,.] d d d d d d d d, d d d d 6 * * F: * F!ooooNNooooo
F6006000
-OoonNo666-
EA B i.fig !
" E 5 -9 ;3E E Pd.9* Z# '4 cFE.5";€
9+*egg6E"EplEEEg;$g
4 E * E { $ B g !';; E E E p { E E Sgeri6 S=ag H>do@3FSEr=
= 6 E - E ; a io gE dq 9q =.Ft i:
E s H * E E i:d E: E ! E 5 E E,fE E9!;E 2 a 92 E 5: # 3 ?::9 E; di g E r E * E * d g;;s 3 g 6 c; EEEEo9bb<ob:EgFEa66*E;EEESgtiE$pS#EsE*fiEbbEEEEbbEEb6EEEEEE6 o o 6EEEE66EEz'-EE===E=====EEEE€EEEE EEEEEEEEEEEEEEE!4!! .ono.a5adadaaadaaaaaddaaaa-EEEEEEETEEE-:EEE>>t
E€EE€€E€E€€€€€€€€€€
ooodddd,EEEE9EEEEEE9EEgggggc c c d O C c c c d q [ [ c c d (i ti: d.
6
tr
Ega*
c
9
o
F
EouUFzUozo
FzU
zo
Io
U
@
=
iog
E8
E oA d o t iFg*&gEEa i o F I eE
cIc
TIIT i llltrlll;;TTT:TITlllrrllrr:
66600606666h
i.!.! f l i f 3 .!."."." o j,j J J J.j j I a.l g I ioo o o o o o o o oo o d 6 6 6 0 0 0 0 0 6 6ooozz ozooooo ozooooooooooz<
"5 + + d,6 + "6 "6 05 d + + .5 d,.6.6 ot ot "| "6 J "5 d + e.t
---d;d
6 o o o o 6 6 O 6 o o o O O O 6 o o o 6 6. @
iii9jjiri9jjjjjjjjji9ijji*o o o o o o o o o o o o d 6 d 6 6 d 6 6 6iz z z z z z z z z z z z z zz z z zz z z z z2 2 i4 4 4 4 4,4 d,4,A,.,t ut ut,A,.1,r,A d u5 q5,A,r5,A,JlLA q5 +o o o o o o O O O 6 6 6 6 6 6 6 6.0ooo-rooo 9-oooooooooo-ooNN NeoooNN6-6---6------6
ooE. I ^.eEg .$ sgIlH z 93iE: g " q Ett#E 3 E s EEEE4 r* H.6 :: sosE ,qE $ E$!se, gEE s,
anE E
ggggi
sE gE iiE* EE B; gEs r e
,q'* J s3;f 8# 95 gE;SE E*C5F9E S ! 3
+gE€€f +E€{€*I***f I***f f f Ef-:-5,s-5 5!:: :: i g g g g g g g g g g g C; g
dd o coc [ [ dIcc I dtid d a a dd dda dd
I I I O O o o O o O O q o I q o q o o o o o.o o o oqoo-No$6Foo9-No<66n666;NoN @@66666666od-d
E n n e E & n d & &. d. d & & & d. d & & & & d d d & &eaeaaeeaaeaaeeeaaeeaeaeiee
U)loUIoa
t
z
=Utc
EUFzU
zo
FzU
zooTo
U
=&:05
;vzg
!E
103
rN
o
o&6o;
E
IxU
id
o
c
@ @ @ @ 6 O 9 o @ I @ @ C @ g g, 6 @ @ @ @ @ @ @ @ @ @ yl @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @
i{E**iEIIEiiEjEi** {5ef e}f **$5*}[[[55iiEIE5lE**[ENoNooN-- -;d;=;d;N-:N+6+d66:;:!:-o:6+=+o-
99999966 6oaa 60@6
o o o o 6 6 6 6 6 6 d 6 6 o o o 6 6 6 d 6 6 6 e b { d { 0 0,i,i .!,i .i,i d 6,i,i 6 J .i 6 6 3 .5,!cqqOooo6666OO0066dd666oo oooooooooooooooooooo66 a66ooo66dddddd666ooo66d d6666ddi__r
gOOO O6bo99aa9qqaaoo9p9o-oooooooo oooootir@@ e@@N66666-+i--a6i -6N65-iros_ o@@@or
Ee'{E'*iiEEE,EEEEEf*}EarEEs}ssEEiEE**}gF}EE.g#.. ; E$"8EgEEH,dgAFEEi
HEEi =Eetr!Eo
E E E F$E BE iEE E
ggi
E EFE } E
gi
E $i EE EEFFE EgE EggE B$gEEE EEbEEEEbEEEE:bEEEEEbEbEEEbbEbt€rrrt;rbEEE rrrEEEtt t E E t 6 6- t E t E 6 ii E 6 t E 6 E t E t ; i i E ? t E {- E E E E t E E 6 6 E E E E 6 E E iE E = = E = E = = E E E E g E ! E E = g E E i: € t i = i i: E i = i i- E = i = i € i i t i i! i =55EEE55EEE55EEEE€ EEsEEEEEEsEEEEE::EEEEEEEEEEEEEr ) a 3 = =----=-=-5===== j= f 5E E E E E E E E q a a a E E I E e e E A a a @ q E E q E Eqqq< @ { { A A A 4 444QQ AqE E E E E .E 5 E E E E E 5 E E E' E .E Ji E E E' E .E E E E' E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEE EEEEEEEEEEEETEEEEEEEEEEEEEEEII
s s s. s g F "E r- $. s s. s s" s s" s s s s H" s" s s s s s s p g p #. e" 8. g g s. e. s" s. g e. e" $" 8. s" g #.
66 6- 6O6 O66 6 6 66 6 66 6 6 6 6 66 6 6i6 9 I o6aa o 6 ooN666OOO-N6.i666@Fn6666ioo oo$ioo@@;NNNNNdTNN-NNN-ftft&oooooo{'r F P t *'r F F P P * E + P + F + i I J r r t E E I E + E E 4 E + I I I I I f ;i ;i ii ;i I ; ; rE=EEEEE>=====EE=======5============E=i=iiii>===b@@@@@o6@@@o@q@@ooo6@@@@@66666EEE666666E6EEEbbboo@ @ a @ a @ @ a a a a @ a a a 6 6 6 a 6 6 6 6 6 6 6 6 6 at 6 6 6 6 6 6 6 d -@ 6 6 6 6 6 6 6 d 6 6
o
E €EA'iF!
cE
o
E
gs&
s; E 6
;a@g €EqE
33i:rE:s
F
EouUFzUozo
Fzu
zoo
Io
fi6
=
=
E6E::S,i;6-iit99 otsE
U
loUIo
v
z
=UtI
dUFzUozo
hz0
zoo
Io
6
=&
i,NEd
5.3E
104
Nr
o
@
o@6c
Lo
=x
93
ii
o
d
ooo6
666o @@@@@@@@@@@i,; i,j,i i,!,i,5,j 6 { e : : : : :: E E : :o o o o o o o o 6 6 6 6 6 66 5 6 E 6zooooooooooo-jjiii;;;;;d tr : + + d, d, d, d, d' d' o1 o',5 .i .i .i .,5 d, d' d, i3 .ANNNNNNNN;T;;;--
9P9PP999PPPeP99eee@@@o6 0 6 J 6 i,t j i a 3,! 3::;;:;;;;o o o o o o o o o o o Q c 6 E E E6 k k b Eooooooooooooo{ijiiijj;+ d "d 6.1 dr dr dr.i.lr c! d, d, d .a d * .l c5.5 6 aOOO-NNNNNNNNNOO66;;;NN
2
ooeoQoaaoQoooooooooooo&;358=93;E85Ee6993Pi==ii;;i;EiiiIrEIE:II:iii
.> EE E= E == = = == == = E = = = = ==ts 8 3 8 8 3 E E I 8 E I 3 I I E 8B g E EB
F i:g H o" 6t EEs i t ,it_iEg € sE s's. g" Efligt,; EE; $EEp
trcs gE
EFEFEgf, gs eEgEe EE
E ; e; gEgEI : gE
E
g: ggEE ;FEEEtsEbEEEEbEbEEbEEEEEEE
E$$3 jgE3E3E3533EE5$si$
11rt5 E -E.E E E.i.E E E E.E.E .E 6 i i E.E.E N i
d
=E
@
;
fi
E
Etso
E
F
Eo
EUFzU
Ozo
FzU
zoo
Io
fi
@
=
=
E*ssEEAsss
bESpE
?? O:E
ia';
h h E h!ss6666ooovvvtl
66566aiaiooc
999999e9999966@@@@@@@6@@!ili$FEiEFIEFSsi!!iEi!i;clr,i,i d d, d i d 6,6 q + "i,n d, N J J a d a .! I J
-r6dd66-
o o o 6 6 6 6 d d.l -'OOoo oo6666d-d-!d-r.ixsegggggq?cggeeqeeeeeeq<
NNNddNd
99QOOoooOOOooooo{voNnooo $NO66-66:-5
t{E$i5e E e et** E;g"SEgEEE{,5 *d *E** erH59
EggFEgE } *t E EE igE eEEE FEfpp* 5 ; g E g ;=ts; -i ; E'F P -e o aE bP E
FEp#EE E sF nEBigFs ;EsEE ssEEbEETTbEEEEbEEEEETEE::
E {- 6- t t 6- (- t t E 6 6 t E 6 6 6 6 i 6 6 t ?€EE=EEEEE=E=EEEEEEE==t'i:EEEEEEEEEEEEEEEEEEEEEEE
3 A A e e e A A 3 e e e "d "a e e e E E E E E eE a E- E E E EE EtitEE E E > E E> : E >9.9.9.e 9.9.9 9.9.9.9.Q.0.0.0 O 0 O O 0 a a 6EEE E E EEE EEEEE E E'E EE E EEEEFSFBFtsSFFBtsSFFtstsBFtsFSSFdddddddddd&dddddddddddd
FEEEEESEssEEEEEHEEEeEEE
onr9rr{n*666666666+lr * t i F + +'r F + * + E 11 + I J.r d i J J !jE .= E = E = EE === = => = E = = = = = >=B 3 E 3 3 3 B 8 B 3 3 E 8 B B 8 E E B B B 6. E
U
loUIo
v
z
=)UEc
EUFzUozo
zu
zooIo
U
=A
=o?inNE.
3frio
105
or
oUoLi
@
IxU
d
o
d
@ o @ 6 @ @ @ @ @ @ @ @ @ @ 6 @ @ @ @ @ @ @ @ @ @ @ 6 O @ @ @ @ @ @ 6 6@ @ @ @ @ @ @ @ @ @ @ @t ri ri ! 6 6 t t 6 6 E E 6 6 $ $ $ $ $ 3 $ $ 3 3 $ .t . $ $ 3 3 3 .t i $ $$ $ $ $ $ $ $ $ $ j j cAARdRRAEd(AATTEEEEEEEEEEEEEEEEEEEXHt*fi t**[HHfi Eee
@ @ @ o @ 6 @ @ @ @ @ 6 @ !2 @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @@ @ @ @ @ @ @ @ @ @ @ @
e 4 e 4 4 e 4 4 e t 4 * a 4 e d,3 4 i i d i A -A -d -d -6 .A i -A -A .6 d ; i A A -A -A -A A -a 3 e E g I! ! ! ! ! o o 6 6 6 6 o o o o o o o o o o o 6 O E O O a E b 66 6 6 6 t 6 i6 6 6 6 ! 6
a i; i 3;; B E i; I i [ [ [ [ [ [ E I i I I i I I i i E $ $ r r [F [ 5 5 5 [ 5 5 [ 5
= =
N N N N N N N N N o o o O d 6 d 6 6 6 0 0 6 6 6 d 6 6 6;: __
L
3I9 P I9 3 9:8 P p o o o o o o o o o o o o o o o o o o o o o o I q9 9 9 9 o p o I9 o o oE\rBH;He:Ye;eFFiSKF$EEHgIgEegEE;fi RREf BEgEg;88fi FfiF F 4 * P F + t E F i + F d C + E + E rr + I I C + +'r + + i I lr +,: + 4 E + i i I I i i i I * IE E E E E = = > = = = = E E = = = = = = = = = = = E = .= E E = = = b b = = = b = = = = f = = > >3 B 8 8 I @.', 3 B I B I 8 I I B E E E B B B B B E B E d, B B B B B E -B E E E E A A E fi 6 E 6 E 6
gagigrgggggt gEggggtaggggtFEgggigiiggggFgEgEgtr
iE E E E E E b E E E E b E E b E b E b E E E E E E E b b b E E E r r rr r r r E E € E t t E r
E E A E E E 6 E E E E A E E A 6 i E E i E A E A A E E A E E i i A A EE i E E E; i i i E i i
E E E E E E E E E E x d E n u E E n d E E E d ti ti ti t d e d d & d d dE E n & d. & d & & & & e
s 5 5 5Is s s s t t 5 t 5 5 5 5 5 5 5 5 5 s 5 5 5 5 5 5 5 5 5 5 5 5s * s s s s s s s s s I
t
E
c
o
&
E
t
!o
E
o
E
c
oE
da
OEP ot
6
.9
q
F
totUFzU
Ozo
FzU
zo
Io
U
@
=
=
o(Jo
=o=-;
!;
trEE8ot+
!toE'P
aF;
=E
Ed
E
o;EI
6
H
eIE
o
5 Iof
o.d
u<
'.B,
] 3;;
' '; ' '
3;;;;;.e I q I I 9.9.9 e I e I I e O I O.e tl
ooooooooododddadTEEEETE(EETGEiTTEG
E t i i t t s r s s ! ! s s s s E E s -0 s 5 5 5 E d 6 66 6 O 6 6 6 6 6 6 o - -gs!!.g.goooooooooooooooOOOO --
O O O O O O E E EE E a E EEE6T6ECEEEGAEEGEEEG
u
loUIo
E
z
=JUEctUFzUozo
FzU
zooIo
U
=&
9Eio
106
o€
oUod
t
@
=xU
9tr
ii
o
z
c
9999 @@@@@@@@@@ooo@@@@@@@@
eeqQ * i e iee e +i ie eEEA ia-a-6-6axx:x9uuurrur[\ + d i d,0,n d.i d d ci.i d, d' d' d,6 d,6 ci dr.l.rr rlo66- NNNNd6ddd
6 6,5 n,i d .! J .j J J ;i: ;; ia1\;; ;;5';oo66666 6666{FE55EE66EEEEEEooooooooooooJ d +,r5 d d 4 d 4 d d d d d ct.a c5 + d d d,{ '{ j *,{Nooo 66rr--iaNNNNN!
o66bbooo
q9q9QQO OOoooooOoooooooooooNtsNNFFFFNNNFNNqNoo @oooi6i6r:bitsd-tNd 0-;o6_NdNN4**P*EP +*+++++++ii+lrrrP+tE = _= E E .= E > E E E = = = = = = = = = = > = = = =4qq6@@@ @66@@O@OO66O@O@66@Oa @ @ @ @ a @ a @ @ @ a a @ @ a a 6 a a a6 6 6 6 6
E i,g- "$ $ _B .i ;Fi.* .* 5* 553
aaaangi gEFFEiE'!Eg'fl€
EgE ii
i ; s g; :;sEE} ;g $ }s EgEi F3f ! } io o o o o o o o o 6 6 0 0d do 6 6
EEEEEEEIE;EEEEIEEEEftEEEEEa a a d a a a a d d d a a a a a aaaaadaaaa++ltY!Yr111tE.E.E.E.E.E .E i N i.i.E N.E E.E i.E E N.E E i i &.E
tu
o oeE
o
o
o
o
^(4
o
e
o
EI5rdE s*cg
qo<.go
F
to
EUFzUozo
FzU
zoo
To
U
@
=
oc
le,=
E
xe
E
!o
EI
E :.93 SE t;; 3s 3fl 3=i# : g b=rib3::::33:::::::rrg
oooooooooooooo
g
o
a a aYY ?";?I I t x E E ; E FI E 3 5 3 S 3+ : : 5 -E -&.E.E.i _i * ^s 6 d 6 6 o o o - '.- *
_Egsoo ooooovv()OO--6E
660S
@@@@@@@6@@@@@666
IIJJIIIIIIIJIJJJJ,, -, Idx::*
= > = > = = = = = = = = = = = > =.iriia(,6 6 6 d d d d d d d d d <i &.i.i.i J,A.i.!NNNNNNNNNNNNNOO;N
@ @ @@@6@ @ @ @@@ @ @ @@ @ @160
lllllillllllJJJrlJ, r
66:=
= = = > = = = = = > > = = = = = > > edci cl d d d d,6 d.6 d d d d,a d 16 d 6.4 il
oooooooo ooooe9i@@=@-@@-@;@;6=6=660000r66N6NdN5N-
r i I I tr * + i * + p P + r i + [r l i ]:
====>==>======>=>55>@@@@@@6O@o@@6@6@@@oE@@aa@@@aaa@a@6646666
EE
E
.E
j
6
,9
I
F
i;
e
5o
953 0, ggB er;let;isiEa sec g*
A'Eta€nEg$EEEEEgIEEg
€ { E -f ! E;; s? t H :3 fi; c I s tE#AgE!;;ggSSSf$*s#83EEEEEEbEEEbEEEEbbEEE
$E$$$$g$$$$$EE$$$3jj
g gss! gsr gs gs!! g g!!!!i
u)loUIo
E
z
=lUEc
dUFzUozo
FzU
zoo
Io
U
=&
=3Edgi;
9i;io
107
NN
oo
o@oL
L6
=x
9g
961
.lI
aiEo
c
NNNiFFNF NNFFNT-NtsNNNdF Fft NF NFN 6OO <6b i 6 i 6o - o o t6 N b id N i\ e \ 6 o oN: : : ! J 1 :9 '? 5 I c.l * N N N N d 6 6 r + r i r 9 ..) I r., e N q N q; $ o o o o * e n N _ o i ! @E==EEEEEEEBE*IHII*EEE!!TE!E!*EEEE*EEEE**EEEE*E*B E ts B B 8 E 8 I E E B 8 8 B E B E E E B E fi E E B B 8 -B -B a 6 a E 6 6 E E E 6, 6 fi fi fi fr fi fi
@@o@@@@o@@@@ 66.6@@@@6@@@@O6@@@@@@@@@@@@@@EiE6;E;;E;E;;;i;;;;;;;;;;T;*;;;TE;;i;;;i;;;;;;;*i;;;ii;;i;;tEE3EEEEE555:5555:ri555555555$5==;;5:NNNN F;;;=:dddd&dldrdrdr.ir(irdrij66Eo_
0600 6060 6066
! s ta"$ ; I s tg ts*-.-{ *ga
gggggggggigggggigigEgggggsgEggggggggiiiggiE
iFgrE E 6 E E {- {- t E E E t t i {- {- 6 t E E G i r- -E € E E € i: r i: i: i: i i = {: i d € i: i: r r * r I E g E €- E E E E E g E E €- E E E E E E E E €- EE E E E E E E E F F F -E E E E E E E E E E E E E E E E E'E EEEEE E E E EEEEEEEEE E99€!4!!o!.!54E4556;6E;;e e e a E a a a a a e e a a e e "d a a e a e a e e a e 3 e a a a e a a e e e e E a e e E e e e5E5*s5s**s55s5555ss555**55s55s5*sss*ssssssssssi
o
c
o
E
iI
E
=
o
9
oo
6
sisso69
@6<9o:
I<co <o9 o.:
o o
oo
F
uouUtszUozo
FzU
zooIo
U6
=
=
[85 e $ E E; E $ E E E $ .E F EYEEEEbEbbEEEbBBtsts
e E 6 i 5,i i,X d 5,1 i;9e * E I 9;EE::::::::**::;iiiE!i
oooQoooooo
U
loUI
O
d
z
=fUEI
VUFzUozo
FzU
zooI
U
=&
205
Eo
=3EE
108
rr
o
O
o@
L
Lo-xU
93
ai
o
c
6666h666
99@9@@@@@@@@@@@@@@6@@@@@@@@@+ e: i e::::::::::::I;;:i;;iii;x! 69 6 6 6 0 0 0 0 0 0 0 0 0q9lu -LLLrrrE[[rLi 4,i d,.5 c5 .t .t c5 c| J d, d, d d d i dr d ct d, o1 d d, d, d, d, eNNoN -NNNNo6d6OOOO666
o+
99999@@@@@@@@@@@@@@@@@@@@@@@@c ri i i q:::; a *::i::::::::I;:;:i;x:xY:66d600000000 -[rLrrr[[d 4 + d N ( i n * n n * .,] .) d d d : * * * .t .,t .6 .1 .l .l .l .lo-NNNoOOOooo--NNiNNNN66666666
e9e99Q9aooooQQqaooooooooooooooo@ o66@@666666-666-Noooo--99qqnosoi-6-F6;+ts666+:::-!n6*-NNNNo-o+ +* ts'r + E i E i + + id P + + i t + F +++ r p i tE = = .= = .= = = > = = = > = = = = = = = = = = = = = = =@6@@@@@66@@@@@@@O@@6660@6660@ a @ @ a a a @ @ a 6 a 6 6 6 6 6 6 6 i5 6 6 6 6 6 6 6 6
sr$ ig s g
F E{ I .$ E .E B*$"E 'E Sf *"t
s . tflgaagg ggfl.aegrt$- cfl*s* erc F,F t fl g; i s,g FessE i; ; = € s--€
; s ;gsgFE$ F HE $ iE ggEE ;Fi i ; E
g!g
EbEbEEEEEbEbBEEbbEbEEEEbbbEE
3Eg$$$E3E$EE3E$585853$5EEE3$
ooQQoooooooooooooooooooooooo
^Ea
i9+-
o
o9
oo
o
EOdoo
9.
c
o
geSi
I gE;<*otsod
F
(o
EUFzU
Ozo
FzU
zooIo
U
@
=
d
Eee
oooo60
E
!goo E€Ig€?g;?:}g::EEEEE;Eg;;;E;;E::*{::*::*i::
o6666d-666666
E{-Ett t t* t *x x333 : 55 5 5 5 55 5 5 5 5
5 d 5::::::::: AAA TEEEEEE E
@ @ @ @ @ @ @ @ @ @ @ @ 6 6,^,^,^ 6
llJ{ltltJrJrJJl:,:,r ooo666x::F
= = = = = > > = = = = = = >.aa.aaafid' d' d, ol o\ d' d' d, d, oi o1 d d, d, .i ^i,6 d{NNNNNNNN NN-T&d
o @ @ @ @ @ @ @ @ @ @ @ @ 6,6'^'^ @
Jtllllltlllttrr:,,1 66xxxf,
= = = > > = = = = = = > > = <<<-d.l .5 cl c.l A ..t rt .t .t ct .l .t d "t,a,6 3 .{NNNN NN66&d
ooooooooNFtsNNNtsNNNNdNooto6N@NNNONoNNoootnooNitiE4++iriP*F:tFrF+++
===========E=E===@@@6@@@@@O@@@6@@6@@@@@@a@@a@@a@@a6
6dc( Et
7y9 .?5 ;=3 :ig5g?p{$I5 55s 3x
{g:fltghEgr,$giu$igtE:,r3*g-;tReddS;53
zc-vEq;.^o;y-.o
HEi{E;EFEEgg;{iE:cc=o6c.9--EGEE:L:o*93:-SeorEga:EiaEEE€5:E!;EEEBE!ieA,qzL<@@0>orQrraSaaYSEEbbEEEbEbbEEEbEEE:-EEEEEEEEEEEEEEE E E EEE EE EE E E EE E E E:ii3€€3€3€3€e€€€€aaa@a@@@@@a@@@664*:::::*{::ttr*{**ss!!!ssgg!ss!!sssooooooooooooooooo
U
loUIo
E
z
=lUtcuUFzUozo
FzU
zoo
Iot
=&<.9=;
Eo
3E
109
NN
o
n
o@oL;6
=xU
:a
ii
o
c
@ @ @ @ @ @ @ 6 6 6 6 @ @ @ 6 @ 6 6 6 6 @ @ @ @@ @ @ @ @ @ g g g g g g g g g !o @ o @4 _i _i,-a .6 i d i a a .3 ; 4 4 4 i _a -a -a _a ; ; .a i I .A g s s s s ! s s i M ! ! i i I i I : :o ooooo!!!!!!!!! ! 6 6 6 6 6 6 o 6 A Eri'i ri u'i ri ri ri'i'i ri Li L E r r r r r u u ri Li d d ri > = = = = = =
j i = i = i = =
j j i A e €d d d d, d, d 6 !4 ct ct c! d 4 d d d d d d d d 4 !4 "t .5 .t o| 06 .6 6 J ; J e J J J - J I "t .l .i a ; ; Go o o o o - - N N N N N N N N N N N N N N N N N N N 6 6 6 6 6 6 5 6 6 6 6 6 : N N N N 6i 6 6 6
@@@o@@@@@@@6@@@@@@6@@@@@@@6@@@@@@@@@@@@@@@@@@@@@
-6 .a _a ; ; ; ; .3 ts ; a A -a -a .6 ; .a 3 _a -a -6 3 .a 6 * + * i $ t * * * * t * * * ti * * * * * t ri li rioooooooooo6600000Ebc u L r I r I r u r L r E q u r u L r r I r r [ [ r [ > >= = = = = = = = = > = = = = = 5 = > >{ i { 4 i { j j A'r i N * * N E * * Fr * r A'{ d'{ { * d d ct si qt - * .l a N "r, .{, e a J a J J, d a eoooooooo No66
q99qaaooooooeq9e9aoaoooQqaaooooooooooooooooooooBssBpBsBsRsBBsBBeBpsBess$EREEgEEEgEg$€RESg$HEEEoi<i NNNNN6-6r{*a+66EF*+iFF+PdFF+++++FF+*+plt+EiE{E+It+i++[JrrritJd
==EE=======>=====>=====E>E=E==========>========3 3 8 8 B 8 @. E B B B E 8 8 8 3 8 E B B E E 8 8 E B E EB B 8 g B B B B B B B B E E E E B Eg
g 8^. 9.,4g s, * Ef i$Be ; E $ EE $s, s :"-Esr s *t^ ,i i frE si$ggF Ef,t $
,s FiEgs$E=Fs'EEiiigBI ggEEE*iE iE'E ,I*
:'[ ; { dV ", I Y* 6 o
;eessF sE ? t # eggig ; ; cs! t $Ag${8-e+{sEsFgEE EEst t g"=I sl fi g5*i Et i E p
3;EEEEEE!EE3 &fi ff d63o'3 3if E F o r r s ouuo rbEEEEEbEEEEbbbbbbtsEbbbEEbbbEEEEEEEbEEEEEEbEEtE;:
gggggggEEg€ggEggggs**s* s s s * sss s ss * s s 3 s s ss s s s s s s st G ( E E E E E E E t E E E E u E E E E d d cZ i E n u t e d E E E n d. d. n d d d d d &. & & d d d
o o o o o o o o o o o o o o o o o o o d Li qt d d d d d d d d d d O d d d d d d d d d d d ti <i o o
,EEH
o!lI
LI6
Eo
ilUFzUozo
Fzu
zoo
Io
6
@
=
=
E9OE Eg$aEE.=c
.9
,9 igiE ,9
E
Foa;4p@UU
;
.E
3c6
3E fif#Eo
I
8E
E6AAAEAAEAEE
ooooooooooooGEdEEEEEEEEE
Ei6
E&t
EA
t&EAVE:<<<
oooo"
oooooooooQoQooooooo
6EGE66AEEEEEEEG6EEE
U)oUIo
E
z
=J-Udc
dUFzUozo
FzU
zooIo
6
=A
=3iti NE.
3E
110
o
Nn
oU6d
t
@
IxU
eg
r![
ti
o
d
999@ @ @@6@@@@@@@@@@@@@@@6@@@@@o@
l.t ? :t + * * a 4 e * e a I c a a a;;3-a.a-a;i.6i;;itxxx o o o o o o o o o o o 6
dd4tr + ++ + + + +44dnd6dqrc6ddd6dddddd J---NdNNdd666===-
o
oooo o ooooooo9QaqQoooooooriov o !oo*oo!oo*oo66{.<6ni+5+6++Nooo o --@oooi6a6!:64i6;+F666;Ad+---6-:od-NdNNo6oba+4 E'ri + ** t t F i{t I F pi + r I F ;j J; +; J JII;= = .== E == = = = ===> = >E E= = === = ==5====@ @@@ o 6@ O @@6@00@@ @@ 6@ o6oE @ o@66666@ a @ @ o a @ a a a @ @ 6 a 6 6 6 6 6 6 666 6 6666666
ooooo o oo oooooooo oooo
sgs I$ s $I EE $ t c .
*,fii,t ea gE&$B se* fi$afrggE ?g* geF*tru srs#
se *i g u i E p,ig;a -E sg agE gt t f s -$ p iE- *
; s r; g asEsI gg i gs gsE* FFi ! i E 3g! $5 i:bEb E EEbEtEEEEbEEEEEEbEE€Eb€EbEE F -E E E 6 t n t E 6 t !- E E E E EE E t 6- E 6 E t ii E E 6 6? > > > > > > t t t t rt t t > > >> > > j jge9e I 9e ee9eeee9 ee iri: ee9p g e99p 0p0
E E E F F +*E F F F F S€ F F ES F.*.* S S S F F SS E F F F
oooo o oo o oooooctd dd dd dddd d dddddO O
,8
c
c
F
Eo
EUFzUozo
FzU
zo
I
O
U6
=
=
E!s.6:_E',H> b,93d=e99:959=*3bb:
,EAET*E;E;€E{; ii=
9;E69:::::::669
EETEEEEEGE
o o o o o o o o.o o
s 5r5
aaao ooooaaaaa
o
aoo
aaooo
aaa
66@@@@@@@@o@9@
I I r I I I I I r r i l lrE?ITPP.-PFFF"AE3,.| ,ll ,j d ,A ut ,A ,A ,A ,,5 0i d .t ,Aoooo
oooooooo@o@@o@o@ooo666o99!6oN@NNNoNOoorto6NstiFii+t:+P/+p+'r++
=====>====>>==@o@oo@o600@@60@@@a@@a@aaa@aq
@@@@@@@6@@@,^,^.^6
i E g i l r i I I I l::: &cooo666:^^".===>=====>=<<<64ddd66ddddd,.r.r*d)ooo-rNtu
oi::
9r5E o
E a g*
f,t$gEg" ;$* *gEA[-s"6tg..t*9gEfl*F5;EEHFFPHEg,"{iT,"FEt*:;1F8,;6 cI s - -E o E F yr! o!5qo!89tr:iFaEgE6.EEE6693u-ciEE;;3gES3iF#sgBi
oooooood66EEAEAEAEAEEA;6
ooooooooooEEGEdEVEETdEET
oooooooooooooo
8
4
E
a
d
;
=
E
E
o
U
loUIo
d
z
=lUEc
EUFzuozo
FzU
zoo
Io
U
Ed<.9>"',
5.3Eio
111
rr
o
aU
t6
=x
.ld
ii6o
d
99999P999999e9999P99999999999P9C999999999@o@@@@e -ri / -A i € n 3 n n 3 .d _i 4 d,3 n 4 n n .d -a -d s + { I t t I r g r r ! 4 s r i i i : : : : i :o o o o o o o o o o 6 O O a a a E 66 ! ! o o o 6 o 6 o 6 o 6 o o:: X::r r ['i [ [ [ ['i n .i I r r G d [ [ .i'i d I n T = = : i 5 ; i i : = =
j j j j j j ??t?te6 d + + I + + + + + + t I I i { + + + + + + + 4 A a J a a 4 d a a a ; A J J ; ; e j j j j j
"tNNNNNNNNNNNNdNNddddo66666 6666dO;NNNN6666666
A
gegSEeggSgggoooo ooooooooQooooooo ooooooo6:6d6{i6d6+dEq{PSSexs$3ff BBd&EeBgERgERg=gEFFEXExo { r t i i 6 6 666N Ne d d - b 66i <- sn _ o I I 6 F_ _ F _ Nt + C E i i + E E + F + F p lr + 4 E E':'r i + C + E I + + I I I i i i I i I i J E ; i I I ; +EE===========E==>============55=ib>====b=====>>3 B n B 8 @. B ., 8 E 8 B B 8 8 B 8 n ts 8 B B E B E 6, B E 8 E E B B E a E e .8 8 E E E E 6 fr 6. 6-
o o o o o o o o o o o o 6 0 0 0 0 0 0 0 6 0 00 0 0 6 0 0 0 0 0 0 0 0
9 F.e $*S Ei?$ - 'E *t gg. 5e'i-i g E * g{ * .. EEE sEs
$FggiFssEEE FgFEs$ EEFsE iEg EiEggFgEigsEg iggEiiEigg
E T I E E ! E T E E E E T E E E E E E E E E ! i- E ! E E E E g E E E 9 g E E E !. E E g 9 s s g eeee9ce9eeeeeeee9eeeeespeeeggegeg0p gEE€0608€00gap
t $ r* r* q q q q q q q q E
"&
t t g e s F F F
"E
.* F r" s s s F "* F F "* F F F E F F
"E
s s F F F F F55s5665555555s6555s555655655s6isi6s6disid655aaaa
!E
,E-
: OSc
.1>* iay€E:.",3tEeEEEFtEd
EovUFzUozo
FzU
zo
Io
d
@
=
=
6
6o
9B
8BI
*
o
;.98FI
9,e+5H9dI
=E:*eB,Fd=iii;6q6 P E tr 9; E b E E b Eb!:*::ETggEEEc8o35e#,E
o
E
g
d
U)loUIo
u
z
=UEctuFzUozotrzU
zoo
Ta
U
EA<.95 ",'
Ed
5.Pii
112
rr
o
a@
d
t6
=x
:d
ai
o
o
9@@@@@@@@@@@@@@@@@@6@@@6@@@@@@@@@@i6* i* ** t t * r * t+++d**+dd*+++***+***+
HEdiAgARAAAAdEEBEEEEEEEEEEEEUUEEETo
PPP999@@@@@@6@@@@@@@@@@@@@@@@@@@@@@!!r! i 6 E$ 6 6 E t t ; ;; E;; i;; ; ; ; ;; ;; ; ;;;.:;e**sg j j j ji3iAARt*AEEiEEEEEEEEEEEEEE
6OD6O6O6 0006660
*ts *s E sY 8E 3 EE eF, s i .9 aE FEBae $E gg Ss.iPEriar iEs ..F=.;*E' s a B,
ss. $* Hg$at*r t;{ $E$iE$$ $Egt E
i ; : g; gggEt t gE ! gE ggEE;3f i g
E Fi i $E$ }FgEEEEEbEEEEEEEEEbEEbbEEE€r€r;€rEEEEt
9Eace e e.9.9 .9.9.9 .e.e c .0.0 0 .0.0 .0.0.0 .E.E.E.E .E.E .0.0 .8.E .E.E .E .E .E.ei6 ri ii i; 6 6 16 6 6 r r ii E E E E E t 6 E EEE E fr fr E E ; E E E t € €.9.9 e e.e.e.e.e e e.e e e.e.o.e 9.0.0 g C.g.sj.c e.e e 0 d e.9.0.0 !i.cE n E n 5 E ;.E E 5 .E E E E E n E E E E ;-EE EE E E E.E E E E E.E Ef ,I f .I .T .f .I I f .T fl ,T fl .f f E T E T T E T T E E T E T T i i E I T X
E9EEEE?e3883E83R?:pR93pR9388333e88@ @ ts o o o 6 b o I w d + ai i\ 6 d A 6 + +,5 6 io F 6
4ddddddddddddddddddddd6dddddaiiaiJfflffftrssssstrssfsrfffEEEEEEEESESESSS
I
u
Eo
EUFzUozo
tszU
zoo
Io
d
@
=
I
F, uE FisEE ag t E,reEE $es$gE9dii3i35-38
,9,9a
9
a
I
q
.9 .9
ccooooooo o^-^aa
aaEE
oooooooo
@@o@@@66oo9o
ii+Fi+iSFFgEsddgegdd**ss
oooo
r!60N{i+r*FtllP*rE*r:
===>===E=>>5@@6@@OOO66mm@aa@4664
I't
:od*g e.er? P..*r-9 5E'ii ERS,+R. EI; d;&-;+E 4d3,53
: = F o g; o o o o i!
BEET*EE*Egi?tEiSii,FgE+;€EftSE.gE*-q,Q>oroTLa5@bY
ooooooo
e9999999999
+eoo
ooooooooooo
UJ:oUIo
@
u
z
=JUucuUFzUozo
FzU
zoo
Io
6
=A
E;gE
5.
i6
113
rr
on
o@
L
to
=xU
6*
.lc
ri
o
o
I e I I I I I I I I e I I I I I 9 e I C I I I 9 I I I I I C I I I I I I I e e e e e e !e e e 6
4 J. J. q g l l l l l l r I I I I I I I I I I f I I I I I I I f I I I I I 9.i i : : ; : i :'i i
+ + + E * g + + + EE + g S E S E E S E S g E E E E E E g E g E E g E S C FFFFFEFFFFr r i i i t---i, !o o o o o o o d t i E E i d i I I I4 a t I I I P I * N * * * * I *: r: s s:: * s
3
9 I e I P P P C I I I I I I e I I C P I I I I I I p p p I I I I I I I e I I e e q e q e !o @ @ @
'''t f I I I I I I I r J r J J J:i';;::;;---i49e4_i_i_6 ; : : : * : : k : : ! : * : a : : : I J I I I I J i J Io ooo+++*++++****** ***** * t*."66F :: xx :x:ri ri ri ri'i'i'i'i ri ri ,i n ,i d'i d'i n d n > > = = = 5 = i = i = 5 j j g i g j A t I e A <' A t t t.: i. + + i i i. + + + + + + i I + + + + + d, d, d, d d, 4 d, d d a d 4 a d !t J J d,,,i,i i "a A a j i dNNNN NNNNNNNNOOOO6O666666=NNNN666665665OO
60666600
oooooooooooqooooooooooQaaooooooooooo9QQQF@o6-r6<o-i6@6666No-o+N6a666+i- N o o 6 b + 6 o @ @ E n F 6 d 6 6 6 i.i 6,i;6 {'i o @ N N. o 3 3 3 I P I I tr I R 5 S g_-;:@___---::;_d d d d d d d d d d d d d d d d d d d d d d d d d d d d d ob !t d d d d d I a a a i i i o o i arruIr[[ruuuIEdrUEEddECdtrddddddddduiUdddddddddddr
s I H' .i :-; ".9 le'o g5#
$ , 3 fii .*. +:=i s E * Ei $s. $ :g* ggE
B,d H + E ;z i*'$Sg* eEg sP9 gEP tr E ; 63 E;IE'H,F i". o eE,E ". ",SEg B .3 "6!g c t{FF:i :3P i,*=-P E3
EEEFsEE FiEgssgEFsFEEiiiggf;
ggEgisiE
iEFE EEEE
gE$FgE
bEE6EEEbEEEbEEEEbbEEEEbbEEEbbbbEbbEEEbEb:€ttEEEE
.9.9.9.9.9.9.9.s.9.9.9.9.9.9.9.9.4.0.0.0.0.0.EOO000asooo6E.0.E.0.0.0.E.E.E.0.E.E.0.0
Ei$$EEErEEssEss***Es**EgEEEEEEEE*Es***EsssssssssI r L r E r [ [ u u Ir L I r r L r r r r r L [ [ r [ [ u ( r 'i li rI u u r r u r [ [ r r
'5 9L-s?a
.E
E
oI
v^6rYIo
;o*oi6;:*Eir#3
F
Eo
EUFzU
Ozo
FzU
zooIo
U6
=
=
I
E=!g
oi rioo0
!loH'9
8.3o
!r
I
E
R
d
UU o
g,d
o
)o9a
;3o
o>'ii66o>oi
loUTo
E
z
JUu
uUFzU
zo
FzU
zooIo
U
=A
=@
io
114
Nr
o
@o
oUod
to
Ix
ii
o
d
@@@@@6@@@@O@@@@@O@@@@@@@@@@@@@@@@@@@@@@
a * r * e c a I e ei-a 6.6-6 i ; I a a.6 _a_a'"".€€€88€8388860-EEE???f ?l??f lLqIrrrLILrrrrLrrrrIG[>>>=====d * + + : J : :,! r:.6.1 { d d 6 l: F: i * l: * Fl r: N * }: t'{ rl od N .l,.i.lr .!.!.i.iNNNNdNoo ;;;- --_6odddd6doooooooooooo o600 00000000000
EEBB??3883FREP?89833e388333P88e88s33R88ooooNo@@F6oOo;16;dNAd65rr66@i6d:N6o6o+6
i, * c. s. tr s, y, s. v. d d d c c ( ( s, -E y s & d d tt. *, d. d & & n d & d d d ; ri ; ;:HEHqqqEqHEHsssssHggsgsBgggggggggsssssseJ ) J -f f f tf --f =f
lf f J::-== ) 1 J ) J J J ) rqr qr q u u u u u u u u u qt tr tr o tr D iij tr tr tr tr tr tr tr tr tr tr il il fi tr tr tr tr tr tr troooooooooooooooo-66600066666666666E6606
RE ig sE 5E { I . $E ,hES" E $* ,.3 I>.Fgig E ;g EBs o .g
- tggEEg tfl $Egf}iE eisfl fFE-- " 's
FFFFEgEiEsFiFEFgE i
g
E$gE Bg$ $FFEFgEgfi $EEbEEEbEbEEtsEbbEEbEEEEbbEEEEbEEEEEbEEEEaaaaaaa-aaaaattaaaaea.aaa.aaaaraaaeaaaqc c c o o o o o o o o c 0 @ oo 6 6 66 6 6 d6 6 6 6 6 6 6 6 6 6 6 6 6 6ii i i i i i i t i iE -*E 6 6 6 6 E + i € * 8,,:* € t t; + i5 +;;;ooooooooooooooooo606666000d6d6d6666666
E
fi
.
e
o
E
5.;;E s 3 ggP,sFE 9".: I9,3
F
Eo
EUtszUozo
zU
zooIo
U
@
=
;
o
a3
![Eq
=! x5:pd .Fos
SgssEE
#e
do
6>6:50=9=*9bE:ooooc.qc c c c e EX9.9998;ri d
E
6
EP$!i;IE:5=i*s:o'- -.;>zo o y >>>aC - 6 d
u, <u> <oE uuc e Q E E E E Eb b tsoooo
i : S i i i i: i: i:::::::3::: !:::::: " . l o o o o
@@@@oo9o
eFEeFsgg.l6dd6d+"6
ooooooo
ddddddd
@@@@oo9o
Fis$FF$g!!s:**9*
o
!9
Y!=6:!g F.Fg :H6 0 00
9 86 P e g P bdEoidErEr3E=EdE3:tIiI€stg S E c E 3 E,Eor[@5aaY
oooooood
Seeeeeeee3933e:e
IEUrr[[r
U!loUIo
E
z
=J-uEouUFzUozoFzU
zoo
Io
d
=A
Eogi;
3iio
115
rr
or
o@od
teIx
ds:d
o
o
d
r J g r r g r I I tr I { g g g I i i i i. i i t I i I I J f : f ::: I::::::::: i;:+ q + + + + * + + + E + * + + + + + + + s + g + g + + F E E E E <a <e E F E E F E "a "a
F E I g 5a!!**ddi!!44dddddddddddA4a6ii"i j..-.i; .i.i jj j.jj jj j=:J
--No -;;-;NhN;:_
oq99qoooooooooooEEEEF;EEEHHHE55;EXXHEEHE3EE8EEEEEREE?8E8E RFEFEfi& d d. &. n tL tL. &. e. d e C * c tr tr c tr d tr * " * * tr tr * tr J: e r i A A A A ; ; ; ; ; ; ; ; ; E ;HHHqHHHsEsHssg9ggssssgsgsgsssssgsssseessBesesE g
J))J f lf l:-f -========Irf : J))4)))) JJTJJJfu u u u u u u u u u u u [ il tr tr iii tr tr tr tr D tr rri @ rlr tr tr tr tr tr tr tr tr u tr tr tr tr tr tr d tr il il il uoooooooooooooooo66oo-o6ooo6666d6666d6do6666666o
oooooooooooooooo ooooooooooooooooooo
F, 'E
,;s;6'g d* *"9, €EtF Eg {9'; 39E
E * ;{ $g^ " s,$E' PE€
gFE
igggggEggtggg
gEFgiegE ggggggiggggggg gtggg ggi
rEEbEEEEEEEbI
6. r- 6. F F 6' F F 6' F r r E. 6. E E. E. a a E . . 6 -r a r F r r r r r r r r r r r r r r r r r r r rEEEEEEEEEEEEEEEEEEEEigEEEiEEEEEEiEiEEEEEEEEEEiE
c
E
U
o
g
c
5s*-
;o
d
8,
c
dcli ii
d
ts
co
EUFzUozo
FzU
zoo
Io
d
@
=
;qE{€39,oo.E;I",4
{i$BEtr$E E
a
E
9E
BHiL!.2
iioP
I5Iac
#EfiFE
-
EOI,E.
96o
e.>,>66000i4{:33..>aaaa
doooo
aaaaaaaaaaaaaaaaaa
u)loUIo
v
z
=)UtItUFzUozo
FzU
zoo
Io
6@6
=A
=U?
Ed
:o?oH6io
116
ai
o
d
aE,g
@E 6
,j*g}Eg
SEeEii5;ii
J3:
pXB
F
eo
EUFzUozo
FzU
zo
Io
U6
=
=
Eq
6,Eab?;IB;FsEEiFEiE!gggEfEEEgE ?EEE
EEo65.8trft!E iEEE*;trEEf,i;Ss EE*€E;PE; e_Q o
oJ-l-]---;ll as.r6
. r t!!t!t
O------>
N o5o6d.do6.l+oooooo66
A j oi Ltttttt33333ESSSsIoS.id.lctdrcidr&&drooooooo
6OFOOSbO
I
Ebo
6a^
=E2-q 6E q H 3Ei:!oE
n- t*c4; EEE6E dEgf>} - EE:;I3"rtaE,f9*E
EEEEESCEE.E?ed'pIEqfEE:tsiEEES*ECi*gEaE"b39nEE*iE31ft: e9uEdobl.I=
EE!:!FEEEiFg
oooooooooro$otNo
NNNNjjji====i*jj
GEEETTEEEEEEcoccIcdddIdd
6ooi;; ;I ; IT; ,*;;;;;;,*;;;T;E-+ooe oo o ooo oooo66oooo666.i. <d,4d ed d, d,d,d ct:,6,3,3,id,6,6.t.t+:d;joo o No:;;;;;;NNoo;N
:gEOi.a E be: e - E EiHeE BsH- I =- gPFB* agE: ;3iE g FE *sr:ts8;5€ .gEFFE t E! -Ze:ElIeEi,!L>>>d
E.F!€EEEgE?ItgiEEEB i E E
E i :E;ssrrEgE"FAaa* t ;g E iIssEcgI?aEEIgEE[ t E E
fi EgEE 9iEEEiEFEIEEgggEcEEis E
f,Efi Iss FF33 iE5Ef EFE EE f,s E ; EEFF
irooo 6oooo66o o6o6
oooooooJS633E 33336E33333E3333 3 83Fi"t.tdd ddddr4q5.t"t.t66dddc,d "l ++ "'joooooooo
ooooooooooooooooooooooooooo\q!ry\6o-NNFo@6N-466F65F665N
F--NN---;-N;NNN
E -== E> =>> > == > > = = = = = = == ==E= ==EtrEEKtrEtrEKKtrffEEEEEEEEEEEEEE
o oo
Eitd"bE.9.eo:3=EEEE$gE:dEUOL
>==>XEEEdIdd
!3.1 33
oo600
sd
r;;c9- , $"F =t ITE3;B! beErhOEE:o E 66 E
-Ei:8F
UJloUI
O
d
z
==UtcuUFzUozo
tszU
zooI
U
=&
=3iti N
Ed
9Eio
117
rN
oo
oU6d
L6-x
o
o
I
o
a
o
a
7
!
7
c
.9E
gd I
e^o o
Erd I
;9
6-o 4ri
U
I
Eo
EUFzUozo
FzU
zo
Io
U
@
=
9
E
d E= 6 Io
@zGr E Eg< E;k
E
ooP E E .
a d E
d
E$
dd
E
d
i9
<E o
ito d-q EtrEE"Y -.06 E q o uE f os
o
6
8o
o E
0
FtE*E{
6E
![o
9:E-"
$9EE
Ii
-68,"
Eg30rii
o EA H:E$rl3ri-=rr "PgEE€#"b&Io
a i IE
EEE6BEEEEEEEaaOOOE 5E5.*:.
a
tr
6
EE6t
)E
(
J
2
z
i, [, i, io
33 AT
f E R R 8 E E E E T E E E E E E E E E E E P E E E E
=
E; E E E E EEe E 3 E E E 8 R g R E* -j + = i = i i * * i i * * + * + i * = j I I I + = I = I = s = *:t'E; ttti, jrt)ir E E E tr tr E K tr E & tr E E E E E E E E E F E d u e -v d E E E E E E ito 0 0 0 0 0 6 6 6 6 6r c c o o tr c c'"'EB B I B B AAZEEE
AA
+d
I
*I oog:ia
P99999PPPp9:PoP 99eeee9 99999 !e@,^,r36J,i,5J,ioiJdo,i,i Srrrlri irrii r5iooooooooooooooo o=;d;+= =>=== =:aiddd44ddd,d,d,d,ddd,d,,aqr.r:"6 .if JIJeJ ;.{ +ooooooooooo -oNi6;o Oo666 N:6
999PPPPPPPPPP 99999@@9eee @@ o@ooo6JiooJJJ.j,jiJ .1i;.,,.1f;:::: :: ::5:64663E666333E 38333IIiiri sS gSE:
q6qA "l.l.r.rcr"A.rct"id d d d + +.r + * dJ "i - (n.r, + J .j j;o6odb=_*_ od 6d6A
6660 600o-999 6ooa6o
u)loUIo
E
z
=J-Uud
EUFzU
Ozo
FzU
zooIo
U
=A
=ulE}
=oeriio
118
Nr
oo@
oU6d
Lorx
Jd
ii
o
L
9999@9@@99999oo66@@@@oo69!oqr6 ooo6oo6
i:tr5gIi**$i;i;f gle*$Esi;::ileH$esHHH55{€E$$$1H
ooN;-*Nft66==d::__-_Ni:_6:NNN oo_NNNN
eqgipqbeeeqggqeseeeseppepeepeppe::5:::-eo6eppps
$, s e I s + t e e i i i'i p eE s $ p p $.r, i i i ii a"a"$ I I E I s s i e g s d E s a Id,$tsd:++.r.t+ur4^l.idddddddd!6,4ci.1,.!dd!6o5.t"],Aeilrr-J.{JaJ:"A;Jdroooo F e :N 66 ;:=N-6 :: : ; :-&ij- : NN
9-.P -^p-6ooo-oNo933- -33. 6o_N
€"-nk>i ; e ?s ig?s ;?t8 ; E- 5 i ^ ,9 6 i i ^ -6 X :E: € c: €gg;";€gi "uCCEts * E: ge- Egg E E=e ?:s E, t ?:s*t i ,e* Eifi e,,tts ;Epfr=tEg :$,cEE€.E = -.*3^s :Ee ?Eg S €:E.EE E !E{:,EC: e; E:EEi
Eggg t
g
lggrsi;
g, gFE
FEEEFifr FE, FEFiFii FE, FgEE iE Fgfi==psEtehs6=o
E E E p E E E E e s He e + + + e i i i g E: e E E E E e Et e e E E E E E B E Ee c e : e r
cee eeegecstessssssssessesssss gsssescBsssieecess
o
bI
.g
'1
e
E
F
i
o
x?;!)
55i,=; EEe=HE E'==-ElF
3=g5c63
io
gd
G
5o
I
Eo
EUtszUozo
Fzu
zooIo
U6
=s
=
o
E
z
.9,E9Ott>
.goG.
U
b
E
o
i:
o
g.e
=f
I
IoE:9
lf-
:
oI
U
loUIo
E
z
=lUEd
tUFzUozo
Fzu
zoo
Io
fi
>A<.9>"1
g;
5.
io
119
@
o@oc
Lo-x
ii
o
c
IU
E
E
9@@@@99tIi?r*+i:
++:o5,4.!.6
o66o66@ggEEr!id*ds+d*o
6600N660nO@F
--t60060
==>=>=>>UUUUUUIUoooooooo
2e
5
=Uo
L
6
z
_6
E9
.: 66t:< .r .r E !
: EEE,q5 EETEi s s eEo oo o:> o o'5 bEq TE3:b- :z.E;3F ???-.:EfEfrfrf;E;d;al=#. c. bNN=6r6F-- Hoo60000
l'19'9'9',?>ddulultrlulo
ooooooo
oooooooEEEEEEEoooooooETEEEUE
I
E
o
6
o oooo!
UM
Eo
a
o
E
ei
FE
F
(o
EUFzUozo
FzU
zo
I
s6
=g
=
oz
I'5
l
E
.9
!U
U
a
!EhP A-3Ce s
E
6
IU
If
E E
.E
I
U
.E
,l
U
I
E
E.E
,t ,E
UU
,E
,l
U
)
d
lOJJ
E
E!d
b
gd
6
o6@@@@6@@@66
,i 6 3; -A A-d-6o A + ! . 3 3 o i o 6
ooIrrIrrrrOOooooooOo5 d r.t cJ 6 6 d 61,1 d, d d I o5 d oa d.6 dN600---rNN6
o@@@@@o@@6oo6666OO
3-a-a r,a -d ; r a 6 6 3 6 J J i 6 ioOoooOOOOOOErrrrr[[OOOOOOOOO.1 dr d d d.6 "6 * d .r d * + + + J, o6,rON-- NO6TNNNNNo
eN<6ENNOOOOO6-N
!
Er![gJSJE EEs Eeo
=o*EO:ca aEF ;cE E ! E,r.t P=d 3 ; pf Ep E -q, J q i;-s g-sg E i e3s eE 5AE 3 : E,ST EI ?r = ! -* I =r = ! "I EEE,i t,{ t;sE,E 5
E dEtE iF EiE*E E,E UEXE :! trE-E:43 3=-Ed?!,q \lgEa:;r itEbA:;F E:E{ESEF,EEb;ESHg.t;gEirEt$EgdEnEEi$Es
S
=i
# "' B,r 3 3 ;E 5 f d d 5,, S8E3E
nleuBs:eeEseEEEERE
dtrddddddd-ddddddddo xo o o o o o o Fo o o o o o o o
=;= = > = = = = o> = = = = = = =
o
o
,9
o
!
E
t
F
,E
;83 s IEA'- F E
- B;9 3 E-5 -q JE: o 99E6sE *ei e ie.Eq,qEF EgE E, fiEE€EE# :;E,E; E;85;Ee SEeltli Ei?"o'
i:iEFtfi-i;IiE;E
E gE 5 Et i i s i ! ! !; i H
;es;gsg*teIt'liEi
!,i 9,i fi fi,T Eg fi S,i,5 fi fi Bs9e999pPE9999999SEEEEE!CEEEEEEEEo o 5g o o o o o o o oOEOtr(EOOOEEEETET
,9
p
E
l
c
PPP99@@@@@@@999e,t;;,li::::::::;:i99 9q I6 E E 6 E E E 6 o o do--a-[f<.i d, d, d, d .6 d, d, d d 6 d.6,6 d +NOFeNNNNNTFO
oN666tsOO 6660
99oo@@@@@@@@@@@6ooEE:E::I;;i;:i:99000000000q Irrrrr[<oa d c5,i| ql 06 qt,A d .r - 06 .1 .i .i,A
oooo{ o.o e ts N i - - N b 6 6 6 N 6toor$oF6Nn{!oooijjjji*i>jjiiii*iUUUUUUUUUUUUUUUUoooooooooooooooo
U)foUIo
E
z
=Uuc
EUtszUozoFzU
zooro
U
=A
=u?
!E
=-!E
120
:0
ii
o
c
zo
E
tr,oE !
EhozcE
=T E Ete ,9 33e2T^ 6l
c!isSs P !t6 -E,9 ir
€:= c.B";s90 0 J - !E";2", * F 3 *
F
EocUFzUozo
FzU
zo
Io
6
@
=
=
I,9
63
EEbEd;6srq *gE;E?I5gdgc"5qe 5E:gEEE9rFqi
;nP.EEIi9;i;!3t3o0 --r I E
i"#+'^gsLgEEiE;E9.8+u I;i:E*
io=0t ;;TT:EE55E f;fi,nE(
E:6EEFC* I Ce55Ee1r'-- 3*
-t- @u'
9999999@@@o99-aadrrrri:i:9.i.PXESSSSFFPFSS,i5 .lr d' rl + - al + .: 06 ,A .lJ d,
-NNO-rNOO
@@@@,^,^,^,^@
;terrrrr:if:J,PEEESESSFFEF'gJ' d .l .r .d,.1 dr d,,6 ci d, d .lo-Noo--No
q.
--a9vS E; EE
ooilb;o=i.E€ a 3 .q=E9 2 3 ::-9E E 5 €gEr 3 I €5E; - F oE8r E 6 )!o X* t5Ee 5 --elxsB: Brr ggEgdEI: ;gg 44s483!E^iru FErE€;it'Ets 55i;EtiEetiirP!:PqotuooooEg>EEEEEE.E.EqEc
4- a 6 6 a aaRa o P E I t- I ? ?',9 rUNZUUUUKUUUUdoooo
ooooEEEEEEEEEEEEooooTEEEEEEVEEEd
q990QqoooooooN6S0@tsoO=6o@@@@@@@@@@-
*i*i*iiiii*jjUUUUUUUUUUUUUooooooooooooo
,E
c
r>
i1-:c- cJ+J?*r,^ 9QPis:,ra €; i i.E F J r ^^ E
-o;s;ooJJ CE5-;;P19ss 3E:P@>!!93--: 5! I f E b E E:i, X o
EffrgiEg3gi;iE'99qqIou)*geU
BPqqEqei";.iiE:UUUUU Od;b ",U
99@@o@6@@@@
8E5$Ei$pEjj
NOOFNN-NONN
9999@@@o6@@@t.r;iiiit::::3333SqqqPPEE
ciJ ,j c.5 .r .6 q5 .lr d' d' 6 + odO-NN
o6o6O6@-
ooooooooooo
ooooE E E E E E E E EA Eo o o o o o o o oi oEEtEtdttt6n
ooooooooooo
oooo
>>==E=>=>>>UUUUUUUL]IIIIIIIIIooooooooooo
PP I I I I I I I I I I9 e e e I I I @
tE E $ 5 $ $ $ $ $ $ f; Fi'FSg$$i+d'! 6 o5 d,3 !5,4 qJ dr rl rl r: Fl * + + + Joo---FN+ 666N-9:3 3R.-33P9&&-P
€
Ea<*Ev ^;-a
E .iE :iE s
-q q= lJdE:!S-1oESJg sE ,6-2fr :E EE $$ lgEEFi;* =praE E
-g XPdga6?,E R;aE: E
Ifr€if Es*EEsepEiiEF Ei;d * ;fi e E ; f 3 &#! E g,rE 3s
iEiEtEEf,!EEgEEIEEEF$"o 6u o o o ov o o o o o o:E!: E } 9 E 9 E T E E E E E E E E E E:
@O F @ O OO O 6 V O O t (i d 6 6 6.)
99AooOOooaoooooooooNOOo!OO-+6ad+6FN!oN -No;NtsNd66d
>====>>=>=>E=>==>>>UUUUUUUUUUdd[tr[d8iltrooooooooooooooa666o
UJloUIo
d
z
=JU
ouUFzUozotrzU
zooI
U
=&<.E
=gdN
:-
io
121
Nr
o
@
o@6d
to
Ix
:a
ai
o
o
o
zo
Fz
Ezoo
F!@ii+
,'. ,1 :8EF
zo
5o
U
ooo
(,zo
o
IFlo
Uoazots^<=>=(ro9r0
_s
@
EUo
E
hlo
zozotso
I
o
.E
oI
f;
q
od
E9
E
o
EiiE
o
,9u
a
E
,gEI
F
IF;5Esgs
od
=o
Elllll:rr,E
,x
U
kot:
ts
Eo
EUFzUozo
FzU
zoo
Ios6
=
ooo
t
,g
fi
I
E
c
f
a6qg.
>hEEo.gtro
99E:::>I5 r:N:::rr::^rEts$+$E$$ 5 g;$$$Si$$E9
,.r,,A d, d, + d,3,i,J ..j 6L d' !5,A "5,6 d "A d,A d,---66o6-to
999L\!LLLL !N6 j j ; ijiijj j1 ; I r r liii-r-l3 6E E E ES S q g 5 EFFEFS EE S E ;,d, d, d,.l c1.l d 6 6 d * {5,A,J,4,A.lJ ^1.i d' 66 droooo NNNNdd66;6
6660000660 0noooo6---NN-d-
:ao:3zc
:ieE g:
91 10
-+oa;a3 :o' EEeE H; e9E.a xi _eE ;< P EOEpnegE ;:$X.=; i€=E-.pE,9 .:=d.sEF9 FE
gqxEE;*E- EB;€iEEE ?i
FE : E* r! E ; 5I:"PiiEt pc€l
. E 3 p ; E E ep qr *-i d 3 eE ^l a-o E
Ei! giEEEE et{$i f,E#HEEE
E* gE;EEEE EEE:EEE EEE+EE@oo@oooo otrEo((6ooEr6
oooo oooooooooooN@-oN66 66@6 6@66:6NooNNNNNNN NNNeNNNNN-o&ji* j ji= j j j i>* j j j j j j ji3IlIU UUU U UUUU U U[trtrOOtrtr trtr troooooooooo ooo606660000
A
dl
F
f
Ff
oo
e
tslIzo
Ffo
=Uo
UlzU
?zoFozIIi
.AA
to
69
6d'
?6
Ero;
.9 .9
EE
oo
>==UUUooo
*i*oI
o
€E
=o
3e
#g
A
,E
IU
o
,E
3
z
.9g
E
o
I
=
zoE
*o
in
FuUEF
IF
U
loUIo
d
z
=fUvI
EUFzUozo
FzU
zoo
Io
fi
=&
=u?iri N
9t
=.io
122
rN
o
@
o@
o
t6
IxU
ai
o
,=
d
<=
Uc
PoI
E6
Uo
do
E
oo
,96
o
,E
9FN
l::E:P
dcioS
<ELd, n1 dJ
a
JoF
E
nEiio
Oao6
o5fiqdHc=6E
6Eax
oEJ
A.;
6
F^<6oPZ!
OHE*
I
=d
ulc:F(,3
Eo
ulo
e0
=Iu6
o
,E
l,j i I
>oo>
oooazzo<
EE
eEd
835qE€
o =rou 6
,E g?
I o-Ea-E6
E>o
6
E
oIo o o
oooo[.;.;.;
^ZZZEQAOU**Eouuu
o
F
UtF
F
o
U
ts
oo
E *f ; *s+*E ri'g flE { iexsE :s
E
z-U
odr--I
F
(o
EUFzUozo
FzU
zooIo
U6
=
=
a
d
lxUu
$t r
E
o
d
.:
oo
I
>==
e
a
o
gd
,E
oo
o
I
c
E
'6
E
-!tiI
6
,E
!
I
E
z
u
,9
o
U
I
,9
o
€
.E
c
z
N
t
*
IA
=lid+
E
o;
z
U
6doo
9,5&,iii36dr.!,j+
><<a@
6 :o
o 5^ o
6 d6.!
XgtEFoOd::
.EFEPT
5 c! ki5#ieut6Eixe
5E!?"ix34iE
E!*FcE<E=9q-6N6 E,6Ze;6Eca Ei
! 9 d 6ts
;! Ji I eT:EEF5 E o 6!
6666oooo
EA
*:
=<{oA
oo
:agL
=N@ o!
(tY 5
>Di;s o<@<
7,;; tts;d
66oo
U):oUIo
E
z
=-UuduUFz
ozo
FzU
zo
O
Io
U
=&
E",
io
123
o@6d
:c
o
o
z
o
9!rI:t:!!!:: NNNN!6!
I E Es it $eI Fi il E E!! ++FiFFF! i ;q d,i d +,i,6 "5 d' d d Fl i .l A d d d * d,j,j .j d J.l, JN O -N N o O - o N N N N o r N N;; N N N N - 6 d 6
@@@6tstsNtsO6N
$EEI5$5{€cefrEt*++iFt3 $FEO O r N N N o - - N ;; ; N N.N 5
PPRRR99:66No 0@60
E?
E P g ,Ef; " E : sEe 6' e - o P 6EgE t i q : E ;i Ei6.8 s ? =;! -E ; 5; s.? E ; s; ;EEI=EP; C5 E+ E, ;E 5 i^;? gE
l5;EFE Es str*;*r t FtEg EtgiHjsE;EE;:iltggE E,gs$g EE
E ! EE, € c*r; c*
H $p H t F E **; 1s = = -t *
#;s;sg;$s;E E$gsE5ssE5$fi f EEEI
g
EgB BgBF RRR R3 ERE EEE RRF gR E q iE 3>>r>>>>J>> j r t)>>> tt)>>llFll
G G i, 6 fi a G fi 6 fr G a G fr a a a a a a a e a a $1H
@
I
r
z
U
p
,9
E
o
d*zad*
+&a
+c{.:
oz
3oo
5o
ozo
kN
Eo
=
UEoJU
zU(9o
=3qr;
o-
A
o
I
J
6o
Ft,9
9
9 Eil
{6qo.q
',qbi!&
,E
E
EI
g;-P
'*9,frF
.U ;
6
o
39.9I
t.9
I6
Ii.9
6
aSd5"*:::n--
--EE--El-
P
!d
F
EouUFzU
zo
FzU
zoO
I
56
=
=
zzUU
az{dd
I
=&
o
U
o
I
.i
,9
ts
9
o
U
U
loUIo
u
z
=-uuItUFzUozIFzU
zoo
Io
U
=&:6
Ed
9Eio
124
rr
o
@
@
o@6o
Loix
93
:a
ii
o
d
99FFNNNNts
€E5i*e:35
!9!99tsi-.',lrrltliEEsSSEEEE
dddct++d,d,J5
oooo
o
U
e
in
t6rPg;
9o=54!-aE U-6 5
EEiEe t:Eo ! i a 9e9eri!X aEi€o*3 €ds o! I x ::HqF5T.;Is!:{EsE-Eaaero9<nP::E:0:+:FFt-s,;BsrBEEEpaq#q
oooo@ooo
@O-e
VEEEETEEE
.E
o
E
6
,E
,i;
z
N
o
J'
6
^oa1
;Eddc
I
!xucd
,E
E
#!!l
IrEI
5E
dbilqr!Eo
Eb;
=!j8
F
Eo
dUFzUozo
FzU
zo
I
O
tr6
=
=
Uo;<<p
=()E!@@q*te;dqr k
c
I
g
1tgIE
.E
E!Ec=bE6
I
E
r-5IE
$;l
5s
g?9S99.99o99P.9-ooo9.Pgooo9-oP 9o99
+9; *ig5=t:'; : 5i= :i;=!s"= 9ai i= .fri! g S= 9906,A + + + + 06+,4 N.n,Aul d +,r:.r:.r.r +.r i: i,i j j i I i i lNNNoNoN--NNoooooNdooo-=NNd :&::
@@@@@@9@9999@@6@@@@@ gpgggo oooo
f f, ++ +""ggg$Bg$$$$ s € si r ! i $ ! s ! i i : ;ii;61d,.| "8 i h * r,,5 "l "5,A 4 + dd,i,a,n d d' d' d' J ..i ..i .{ .{ .j .i .j j dt .{NNNo66OoOO6* Nd -frNN
N n @ 6 6 o N - r { N N N N N 6 - i 6 - - - 6 N N d d -'
= ;
H;HE
-6rJE
H. gs[;,c-=E ,E g
;;E' Eg,€EgEi;;Fteirg *,ssEE E EE
EEge giE$E; r* ; ic sEE* ;x ;**; tEEeg- I;{*: Ig ElE Ef; f; $i E gi ggE E E E;, P F ESiE HEP E ES f; 3
E.$E q#E i$$BE: Ei!E3 3: 3 E$ ;;Ff qi;$ ; ;.##$
q9q9ooooooooq9oooooooooooooo!$lssl$i{$E$$$\r$Eql$$$ii!$!{! lBl{E E E E E E E E d. e d d E E dd i d d d -E d -E d A -E d. d e d d d d d
U
loUIo
E
z
=lUEd
EUFzUozo
FzU
zooIo
U
>d
=ul
E"H6io
125
NN
o
N@
o@od
Lmix
:r
i.;
o
c
@@@9@@;;; 9;:
,,5.6::,As
99oooo
ss,.1,.J.1+
NNOOF-
o66000d r N- r
=3ErFeE*aa8a5;#:*:3
E ?f At rE;90.9 =*fFgFf;9I s qg ri
E ; "ii i iSEoEooq d E o5;UT..,E,E,E
E I i,nu rarrdiEE
E I HE s +[6TdEE
oooooo
-o66Oo
zzzzzzrr[[[u
EJ
o
I
=U
3o
I
z
e
J,
56_r+
sfr6!.Y@
EZL
q
=
,a
U
z
&
E
:d
6
t6
BI
.
!!
d
o5i."f;
oo
oErl
3d
I
Ee P
Elg;I
BUI!I
T
sIEFTfl
to
I
fSter-gr*
bu
F
EouUFzUozo
FzU
zooIo
U
@
=
=
; f; !; gE E
tF I i.,P E
NNNNNtsi; 99; s s g * g: 9: e*g gi +;: ee; e9
d !n d d i !i d, d' d' d' .r d d, ci d d' ol .r + d, d, c! d' d' oi aiNNONNNNNNNTo-o6NNN.::d6;66
!:!tr!L>NFtsFFhbbbbbbe e e t e4 e I 4e 1 1 e1 4::!!:===>==> ji;i--<<;;;3;;;33;3<
d d d d O !A,r5 cl cl N ci,a t * A A d, d, d' :,!,r d,.1.6 6 doooo oooOooooooONNN6r-NN
66AOOOOOOOOOOOOO OOOON6O
- F 6 @ o * N N N N N N 6 o $ @ - - - 6 a a - N -- a :
s
3V
.e!
.0p3^ ? E=.E *'E !E E :'?;5 iE BE : PePE'E-- ets E rcEq-r;:g:cEF>;o=i 5.EE;F:'.8f; E,t*!E; C =fr5 Ee_5.8#BEE27 iiEEuE s +E
lgEEiEEcEEEH FEEEEE i
=s;a,iii#333iiE hh+EFp E 'nH:€€ s-E Fiiie:r*igtiH;: + gsF q
ETTEE ; ; e E E -: i r i i5 E ! € r "-r q s E !
: $ f; fi i, E E E E F;, F F EgiE E EE EE E 5 e6 q q Y b = ! € ! !;6; + io E P ! 6;;; i, . ,: # # I € E 3 3 3 3 f E #;; i s s= i; # ri;.$ # #
aoqaQoo9aq9a9ooooooooooooo ef@r6N@o-NoiOoNoo-otsNNNN6NNNNodnN6odddod!31!!!!!::!!!1!:l!t!1111!rE E E G E E T d E VE E TT d U E E E T d E E T d T
,9
o
e:
o
E
o
oz
.:
EE
8,9
5P
,.E
Bz2.t
,.'E&
fltt
6!++
I
=
,e
E
s
Id
o
Us
n
+
U)loUIo
t
z
=Udc
EUFzUozo
FzU
zooIo
U
=&205
=3io
126
rN
o
@@
o@od
b6
=xU
:E
*s
i!
o
c
t5
d
+*<z
Ydo;UF6
;
d
E
o
6I
.c
a
U
z
tsF
AA'
!5d
Fts
5$
+ 6'r
I
d,o3v(,
ou-oouts:,
Bo6
q
,9
,E
,9
E
,9
U
@
z[-
96q.o
i;o
EE;E
? EeEetE!:Egfls?E
ii?teE;=EgiE
!d
ti
+
,9
,EL
.E:
E
I;gi--E:::;i:"-
- laE--
I
iz
F
Eo
EUFzUozo
FzU
zo
Io
fi6
=
!I
EL
Ii
Ilrl;"
ooo9999PPooooo
---<<<<AAd606d,06.ad+.r
oNooo
---NN--
E:
o
I
"
li qEc 3E
= E :d6: 6;()* g 6
iF{*:,€E'8F3U€- 6lo
6u - o: a -!=OE^-fi-:'-#E.fr#EEqTIEa{ogsE6d<[[o[[
oooooooo
N---zzzzzzzztrtrtrtrtrtrrE
Eq
b
5
m
o
z
660000No60
^EqEsEec E'-OoqE=
P-a< E u
! 6t P- J*i ! Eii-&.rE," t oEeo€E3E,* EEi tEt - i: ! tei:fl*Esig^g
;[€Ei€TEHg:'!oE9edEE69PZH*gEE**E$I::"
#B{?H"rrEE#?!45tgSecitPBis*3;!!X6-6-69=SdgEsE@ruFFc@cc<cocr
oooo8333P=8:9:eP35
-NNN-rreN-zzzzzzzzzzzzzztrtrtrrtrtrtrtrtrrrtrtrtr
E
3
E
,s
I
I
o
E
JJz>
j',5
<o
.q
,=
sEEo9aog!t
56
o9
Bti
:9oi
d, -r
.lf
o5+d,
g
ts
,9
E
E
ob
9e,9ili
Eg
(8
=BOU
z1
I
o
c
o
Its
loUIo
E
z
=-UEd
EUFzUozo
FzU
zooI
U
=&
=Eiri NEd
Riio
127
Nr
oo@
o@
d
h6-xU
Jd
ai
o
9oooa555
E3
EtrEEO,Y
a@
.36>-a
bi3EiF3ee
EFRA6: Pirz;;t
9999
====}}BE
5555
tsFFlll
:l:F
::
e3
t5
=3
m:g
o: ! 6
5d5E
,9
?EEEE
EiE==E
E
Fo
E
o
iaE^grHE
o?
=IdIld
oo^:E
,E
Egd
a
t>
N--
E;
z
P
9
=tsF
,E)o
F
(o
EUFzUozo
FzU
zo
Io
U
@
=
=
=B=B:
3
-x EbxN x!!;:;E
5 ;sqe'l--
o
o.!
dF
d
f
o
;
z
E
o
6
.9P3 P PPP 3P:: :P 9 P PP9 9 9 9 9PP 3d** * *, * * ti * * * * * * * *.r : * * * b#* e
'i,i 'i = = = = = = = = = = = 5 i 5 ?tt&j i : ;{ i d { d + d,6,s,} + d "6 N "r d 6 d.r d F:,'5,A .6 dNNN6-6-.NNN;N
.PPPPPP PPPS PPPPPegggP P9r;; t r I I I I I g I { l -.,.,., r J. lrSPPSSE gSgE EESSET"AFFE *:.1.ldi4d .1.{61,4 J,cl.l6,6NJJo{* Ji
--Nooo -NNdNdo:N6 N:
9666Noo6 66ooNN-
!. .E=qn -sB !lo q'-i 6
=;::2 . 6 sitEf;; _E s Htr.:s.e; 63 9 r
4E;lt r EE Es e s.*P;:EE f ii EE€= <9 ; Fg;
s:EE :EiaE E, itilEH*i;, Fgs*
E= == =
5i : i E s* ;!i-i t gqET E E g;
6hhiikE:R;;: iE g E{ E r!E 9*8 "
r ili;*siFFI #FI$ i E E
g flfl! E I *
FE3EEE3ER3B38988eR?33R88eNNNNoooooooiid6Ana+ii!+i6
j i Jlli i -ll.Jl j J J Jl j J r Jll J j j
EEFFFFFFFFFtsFFFFFFFFFFFFFlllllllltlllllllll]lrrf:5
9999@@@@ll*l::!:
====4344o-No
PP999999
llll
====<i::.l6A+'ro5,A.i
ce.6..9E.9oE-6,EEE!.:
=oco-coY o o o 4 06i*d5,I&s+ o o o o o';;';.9',;:aao-.E>-rc>o
!@ oo r oo
d E I E r +XetEteEe'"9:gz!;E o! oaa.X
;ief;peii\; to b. <-.-E9!@9=
rNNN 9Nbo o o o 6 oN
=;;;c;;EBts=EEZ
NNNN HN ELrrIErq
6,ac,.,o.9
:-9:5#5E
ooooN6nO
trtrtrtrtrtrtrF-lfllllll
P
=B
U)loUIo
(
z
=JUu&
EUFzUozo
FzU
zoo
Io
U
=A
=?Eb
5.9i6io
128
Nr
ooN
o@od
Loix
:L
o
,E
I
F
do
EUFzUozo
FzU
zooIo
U6
=
=
U
loUIo
E
z
=fUEo
EuFzUozo
FzU
zoo
Io
@6
=&
=ul8i
io
o
o
o
9
-8Fo
o
E
J S oOF rr
BP E
I)
E
iB E EEts:F
:5Et
5€
oa
.o
J
6P
qdic "B !ssE:'"t; ;,iE'fiE
gi'I
ff,:>
E
t
a P6E
]Eq
tr93FEE91
!it?;sqx
>;o;bRPs!E
;;E=-g.DOFE'Rii.,CE3
,IiEi*EiifiEE6
,9 toNX;5IEeiE;;=Ei:=>L c
i!!:3:iiiESFiEEr E;
I i =TTJTTF; FtXiql
9
a ilF[[*iliii:::: +2
Ej---
-!o-
rd o I
+!.,5AAeu\i
o
: - - : -rA I
e;g:{93fiifi;
qs::---.rE;96 9Hi?H EB:6
FHFE600+rIIP
oI
o EEAHE?+IHi?:9:rrb.:r,.+iib:;-Busil g s 5'
BAe\5iE5Eo9rHgH-adr" -
a IIE+Hfrd:1::::I:;-
-----l--
o
l
i,
!b
?E)E
!i
z
a
a
q q e I I P 9 e e I9.9 e ? *9I I I I9I P I I9I I C I I I9 9 e o o g g Sffie 9I @ @ -6,&'&&&,&6AA!r.
35 E i : s$ $$s c s s : e gi 5 j i j $ $ E g * $ E f t i s * *ii3*F$Effii i 5 $ d j
't,
:
9999eeee eee@o@@@-&r@@@@@e P s f e e e e e e e e 9I ?-g-e e e e s e s c I e I c e e e e e p @ e e e e EEE9 e 9 _ _ _
i 3ifr s$u rgs5 i i 3 jj i i j j i $ g E E I * * : : E i i ir*fi:ffi: i i d i rN o o -'-';;::*::: t:;:::;:: t:: ":;;;: r;;:wr r: - -.
9e9o9oaooooooooo385=35PtSPRR9:9!9CR*ENNNNNINNNNNN NNNNNj j i _j f i f _j ) ) ) ) ) ) ) J J J i i lFFFFFFFFFFtrtrtrtrtrtrtrEEtrtrflllf,lllflffllflfirr]
99aAAAOoooOOoTo@tsN6{O@@@6@@@ENFNNNF
)JJJJ
EbL.EFFFFFFFFFlllllllltllll
::i::
= E QA
E E !.E
-_Y;.3 E- E E,r.EEE:€s"i;FE,iEE;c€5
,*;!'; o o; E ifi s i9.Hee,I?U:rs-gF:o;i-gdEii;g'-Eree;E
u?: g R !;OY: o o: <
t=
= =; =:Ft i{ i" t t I
GN - F N N _
Ur r r r L :iEJ J J J J 6*!.!":::F;: j i _5 i f
Qo
e:
en6&<tro o o o o oalo O r N o {
.F F F F F F
*l f l l I l
.:
SX E 5t.EE E EE* gE-_# $ Eee* ,: 5E;gEEi; n ;
ii€eE.EiFe;sEe€tt*"i:;:;gEE*cc:s'r!Ei: E .
I?IE;3iiiE;[!:g E E ; EH€P$gEEE;dErieuE* I ? 3 E+E
iii;iiiiiS;i:==x;-*;***EiIissstE:EEHfr HEEEr F F F i i : e i : E F ! I EE;i; r: i p :fiii5igIEf;a i; iH H IiSqiqs9siiq q qqqgE; d E d d F d
s
FFFllltrf
_lFl
ts
JFl
129
rr
o
N
o@6d
t
@
Ix
9E
ii
o
d
99P
a= =
o[>=
_rlltrFtrlll
t
=I
.i
9-5!oo
bq
3st
&E.,
gz*EsXts>Por oo 9oe'ii\
T:fo3:;
p==6ii
HNN
3.'61,E
o
R5,,3
e
d
u
Ig
c
2
o
i6o9 :
o
b
lEo
E
r
tdI
,x
t
=
J
;h
Es o
a
9
=B
>6 C J
F
Eo
dUFzUozo
tszU
zoo
I
iu
@
=
=
d3ie)I
toE
EAs!6
9
=3E
I
udoI
EH
oI5
e5
i'i
'+r3i
::r-
@6@,^
l>qr a A r J rESS:PXXSE
-NNOF-dO6
reaSr
ts @@ @ @ @ N ts ts ts ts
$$$$$$g$$$npnpi4 "i d, d d cl.4 d +: d, + d * dN6o-NNd
6io*
N
,o
U
E
E
a
3 BE:,?b_qa6
YI ,UB
3-EE=Eoo@*.1&?8;{i EEE:i3*xa9Peg 999e!gi""
=E=E.HHEE",FHIF(Ez'*9??P- F?r-?-- E -; r. , . . i, ao: .
=o N N N @ @ - 6 N
a e. G tstr r r r u L f r ris qqe; s's d d d E d s'0o.aIzE
9I e q oa a o o o o o o o-16{O@6O6-N<{ * { t o d + i i!NNNNNNNNNjjJih:jJJjjrljs5s5t555555s55
,q
B
,E
,q
U
o
I
to
IJ
)
I I9I ts: > ! L F N F F*+;i"+E***#eEEE66d6E===i;:;3.! d d d dr.i.a.l d.i J r:.1NNNNNOO6-
99 !!!!!>NFNad *rr.c.rr.fiiil- G6 G o o G: =66 E=====343dd *.rd*+d"t,Ao590 r - N o o o 6
o N o o oro N 6
- &.-
.:
:. i.:
q
e-3= A .'
N!E:E€ r n: g
auO tr "lo+ <!o:^Nd6E;3 EixidiliielP 5;z9e2ZZ
3:9 fiHXo*u,H.'3ru <O:-O=*oo96a >IYb:-IIa E fi o, b-xI E E *A@@:rl.3Er-!F.-aYr(ir
! E -9 U6 @; @ 6 = ts NJ=Eo --o@
E
&dFUo o o {lo o o o
i 5; rr! q ! ry q ! ry.Y)J)JJ)i)
F F F EF F ts Ftr I I rl ) I f l l > l
,qp
=
=B
-5
:J
.F.l
9 9o o I I
$iii$e
FG--o:
9 oo o o 9
s* FE F F Ed,ddu5d,dooo-FF
O6NNON
d
,9
o
-9
.9'
O:'
:.. - o6 cgi;e a,i":dt F;x;; E8e3
@ b, b-[ .' i- @ - 6
:l r-r-
6 Eo o r Nro-ooN
z
&o
F- H- - - -o Ei o @ ts
'i'o! I q ry
F tsF F F F) af I I l
e33-Af
F
=Flo
"1EIe5UE
.qo
=926 iloGY
6er?
dFPttElHi:E6N9ro864<P;=yEdbir:iEiE;5tu6;O>6-!
,s
,9
e
,9
o
;9
6
a r6-A e
d,ddosci
JJIJtrF-F=trllf,l
U
loUIo
E
z
=JUEc
EUtszUozo
tszu
zooIo
6
=A
=?inN
E.e
ZAgtio
130
rN
oNr
o@
@o
t
@
Ix
:d
ai
o
E
c
O6OoOOO-ONN@NNNN@@6
99P99999P999e@e:!:
tEEEEsss$$$$+!s$$s+ + .! .r .i 06 06 d, d,,4,6 *,-6 * : .l + "66e-NN-
SJi,!3oir: Alr:lJ">o d d:; ;6 == 6 6 0
,,t * * + + +.r.1 d * d, 6 d, + +,.ATTNFNTONN
z
EEEEEEEEEEEEE:FEEElllJrJrfJfrrr::fflFFFFFFFFFFFFFFtsFtsFlllllflllllll)tlll
a;o
=oi
-Bi:oIIiE,:;3E 5 ; E I
9 -t do-Eo n= 6EEP t3E:b dE :€FF €g+€.i ""E :-*t*tEs:EH€i{E :!6sEaSITq!HIAE=ET
F$;;EEeEit$$EtIE=Trtr9T!EFTHfrE'E.flE€EBEgF€gtF-r!:giE-cgr E X E 3 E I e F is.q E: E ! Sd d d d "'hd E d Fo, ! E d E d dr[[uIcr6LFu<oroIr
Eo
;
d
E
F
8o
,a
8
U
dr
I
g,
zI_9
ooooo
F
Eo
duFzUozo
FzU
zooIo
U
@
=
=
)
I
rQaIdI
oo
oo6
oo
.q
o
oo
q
o
u,doI
UooI
UUIcooII
uU
o*uit
UdoI
ucoI
UUIdooII
99
HHTI
UcoI
.u
oI
ooI Ec
r E,qfigt
UcoI
gi
6-b+
SFI o
E5e;tE;PLNrErq+adRdde,sEe=6
Eb
g=
-o3P
6
,8
E'6 ',668
c
c
L
JIE
otr--
6N66e-NNrNN66*oa6-
I 09 9I9 9 9 9I I9 @ I9I I9I @ @ @ @ @ @ @ @q:iA t.' J r r J J J J-i J J r.' J J ;:;5:;::
S EX E g E S S g S E E EE E E g g g "iFF"EFF"AFc! rr1,4 "a.r N,A,A.6.l F c{:.r.1 + od d, d.! o5 o5 nl,A,.5.i JO NN O - N - F - N - N 6 N N N N N 6 O 6 6 O - * N N
9 99 9 I P I I I I I @ P C C I I I C C gt s2 !? @ @ @ @
r AA A I J I I I I I I I J J I I I J l5;';;;::PEP X E E E S S S E E g S S g E S S E "AEFFFFFd <rcl d + + + + d d d d rl cl cl.l,r5 d' d,: + + + j i "A,AN NN N O F F F N N N N 6 O O; - - N
E66Ad-;9&;EX:.jKe , e.,:"iesrEeE EEiE;;IsgE*sE :;Ffrg;iE i=26 !!i33;:EB eEir c < c - ed-r @6X * 66.i E:'cl :6E;85;Ei:ii:{3i:;ilE:iE?' s;
gH H H H +; E E E+H H g H EE x H I; +;: x g
Ee i i ! e H I * I I E: I h ! I I !: F i ? 3 5 i
;"rrr"@o.bbbbbo^;,,:Lootrq r r J 4 u u u E u I ir u - u r'r L 6 f.:6 L rb: r o r J r f f J I N f :: f : f J 6 u o tt u r r;s !: P E $ b 5 3 E R 3 S g S R I E S d e i J 3 PzUod,10bUIq I e o Q e o o o o o o o o o o o o o o o o o o oE@ o o; o i - N o @ N N o ts @ 6 o - 6 6 N i 6 6 6Po o - - N N N r d F - - -Eq N N N N N N N N N N N N N N N N N N N N N N N N6uJ d, dt dJ Ln d 'jr d 'jr dlir dr dr d d d d LiliJ Li d d d d LitbJ J J ! ! ! ): f J J J=f = l!== == ===-@E L ts F F F F F F ts F F F F F F F ts F F F F F F FEf f I I I I I I I I I I I I I I I I I I I I f, f l
U
loUIo
@
E
z
=)UEdtUtszUozoFzU
zo
Io
UOo
E&
=3qiNE6
5.3i;io
131
rr
o
r
ou
L
to
Ix
.:c
ai
o
I
iq
=>++
z
ozoFoUco
=oz
ozFouF
q
B
P
I
oEZ96*G:'I
EPts;
o
o
.z
o
E
,e€ 8E.A 215;iEEEqr
,EEE
EE
de!6?=iiitiEirr;:
tgiEExt;t;*fitEf;E$
a
:11e.....-.b8 EEE-€,i--fififioEg.E
:E*e;! 9: b iq ii I () E
,EE
ai!
G
ii
F
(
EUFzUozo
tszU
zooIa
Uo
=5
F
6
22ffUU
;
I
11a.....c.tE,i;,ia
I
I
i
E
I
E
E
6
@,^@@@@@@@@o@@@@o
I5 A&AA&dA.A.AAAA&A
--@@@@A@@@AAA@AA+,A :,r,6 J .5 .5 .l .5 d,a d 6 d d,NNOO
E3o:c-f,co')<oEoE E= oc d E4 6t d e^e IE.-e EE tE 3eEe6.e llE 9o ort
EEEE aEf;;ir;EfaEE! g!-*gE'6€EEs
:"sEEEEE's,t.+SEPll3s88eBEte*-€6EhE
E: i f BE E T E E E t E F{ *iB,E,EzT,EEEE6EEFJrrTIUULA_94[F.9E
+660666nrrrr:rrrrrErrre-d
E€S€;€EEE49PEE95
UUUU@UUUUU6UUU66
oooooooo ooooS@@N66OO-NOO
P+i[*PPP++AAF[[t@@a@aaa@@qa@@aaaUUUUUUUUUUUUUUUUFFFFFFFFFFFFFFFF
NNtsFNF
e e i:664d&&&&ad-a.aaa;::;ei3EEEEE333333.l.i & J d 6 +.!.! + - + 06 + "4.6 rl *NNNN
Fts
.l d,
oooo
=aEeEhEE5P=SoE;EO5 P Ez q're F P e9 [ts I : c rfiEE Er'E fiE !"; 3;
et*rEEe Ea:E;iE*sf
EBSgFE!_*5tgEE€st+
e;gEBfiEH;EEts-E;EHEEEE$:;*SETTI:E;EE{E3 f ii 3 : i ii I,i ; i i, 3 E,5 i:'e E,E
o o o+ 6 0 6 6 6 0;IIIIIII:TTTITEITIEO
o66= EgE6rgSq!fG€qEEIEEEEEE€EE3UUUUUUU@UUUUUMUUUMM
ooooooooooooooNo-@NooNotoNiO-otoib6{{!*rsssiN666NN
+ t e i r i i E p p P r r +'r +'r A A@@@@@@@@a@@qaaa@aa@UUUUUUUUUUUUUUUUUUUFFFFFFFFFFFFtsFFFFFF
A
"d
U)loUIo
d
z
JUdc
EUFzUozo
FzU
zooTo
U
@6
=A
;N
5.96i6
132
rr
o
N
o@od
Le
Ix
9g:b
qg
:d
o
o
o
oo oo
!E 06 16 .6
&&AAA38383+:,r4d,
.3 fi,i i4a- .E G: :=
E,: Fi
Be *as: a:a;4izE zg<d <d22ootitzz*t6^ 6^+E +E
IT !Io9 a9af, dF<* (r*
.o
.q
t.q
U
z
c
3tozI
ts
t
od
:&:3
FofE(,zIG
o6
Io
o
,9
,9
,9
E
E
o
@@NF66oN
lEtafrsfrll&r:-66AOO
+
ozzooo-O;6o@6NO-Non6;____o
FFFFFFFFFFFts=aa@@46a66a66=UUUUUUUUUUUU-FFFFFFFFFFFFO o
t-
G,,=E!lEg E: 90 fiE!w/o< €s 6Bgi'5. ,>= 6 9'iEiE e'ie.-r?l
*Fg.Ee,B€uE;sESTE.E6ETE;E:EEESPEi!PFEaBTPB€;E3IICEE*FEEEEE@to66i!LUi<
o
B
a
F
6
o
Eo
@
?
9to E r;&38 E 5
F
uo
dUFzUozo
FzU
zooIo
U6
=
o
eo9oop9l l r;: rr666:XGd>=={a==*4,r",5"1+.i
9<EE Eg(gaa+i
EiiEn9E
P:a 5&
eFEc-BeE63e;go=oi>o€6€3<EbobFi96trtJqaomoo.so
888R8e::::::
@a@aaaUUUUUUFtstsFFF
99ll;>=a
U
loUIo
d
2
=Juud
EUFzUozo
FzU
zooro
U@6
=A<-c=[;:
x6io
133
lI srcrroN 6: coNTRAcT DocuMENTS
Vroo
=o3I
()
o
f
o
U
oC
3o:)
EXHIBIT I Page 75 of 77
134
CONTRACT DOCUMENTS
1,. Agreement between Owner and Clark dated May 2L,2OL5.
2. General Conditions of the Agreement between Owner and Clark.
3. Wage Scale General Decision Miami Dade County in Florida F1150027 dated 01.09.20L5.
4. E- Builder RFI Log dated 10.08.2015 (RFt',s # l thru 96).
5. Part B - Drawings - L2 volumes dated 8.20.2015
a) Volume 1a Civil, Landscape
b) Volume Lb Structural
c) Volume 2a Architecture
d) Volume 2b Architecture, Vertical Transportation
e) Volume 3a Fire Protection
f) Volume 3b Plumbing
g) Volume 3c Mechanical
h) Volume 4a Electrical
i) Volume 4b Electrical
j) Volume 5a Telecommunications, Security, Audiovisual
k) Volume 5b Food Service, Signage
l) Volume 6 Park Pavilion
5. Part C - Specifications - 4 volumes dated 8.20.2OL5
a) Volume l- Divisions 00-08
b) Volume 2 Divisions 09-14
c) Volume 3 Divisions 21-23
d) Volume 4 Divisions 26-32
7. Part D - Electronic Files
a) Architectural
b) Electrical
c) Life Safety
d) Mechanical
e) Plumbing
0 Structural
8, Appendices:
a) Part E Phase I Environmental Study dated 11.4.20L4
b) Part F Phase ll Environment Report dated 02.03. 2015
c) Part G Biscayne Engineering Site Survey dated 10.28.2014
d) Part GL - Biscayne Engineering Survey Point Clouds dated 5.15.2014 and 5.L6.2OL4
e) Part H Convention Center As built drawings
il 1957 scanned drawing files
ii) |972 scanned drawings files
iii) 1985 scanned drawing files
iv) 1987 scanned drawing files
v) 1988 scanned drawing files
vi) 1990 scanned drawing files
MIAMI BEACH CONVENTION CENTER RENOVATION AND
EXPANSION PROJECT
MIAMI BEACH, FL
Contrax/l 1345 I Page: I of2
EXHIBIT I Page 76 of 77
135
MIAMI BEACH CONVENTION CENTER RENOVATION AND
EXPANSION PROJECT
MIAMI BEACH, FL
CONTRACT DOCUMENTS
vii) 2000 scanned drawing files
viii) 2001 scanned drawing files
ix) 2002 scanned drawing files
x) 2003 scanned drawing files
xi) 2009 scanned drawing files
0 Part I Convention Center Bus Duct Replacement Record Drawings dated 9.6.20L4
g) Part J 2Lst Community Center Building Record Drawings
h) Part K Asbestos Survey Reports for Convention Center, 2l-st Community Center, Bandshell date
02.03.20L5
Part L Ameresco Geothermal System Record Documents dated 9.6.2012
Part M Art ln Public Places (AIPP) Call For Artists (lnformation to be issued at a later date)
Part N Traffic lmpact Study dated 12.3.2014
Part O Geotechnical Report For Civil lmprovements & Structures dated 08.06.2015 & 08.07.2015,
respectively
m) Part P Design Review Board Final Orders File Numbers 23100 and 23L05 dated 11.4.2014
n) Part Q Historic Review Board Final Order dated 01.23.201-5
o) Part R - TLC Engineering Reports dated 09.23.2010 and LL.29.2OLOPart S Roof Moisture Survey and
Composite Plans dated 06.15.2015
p) Part S - Roof Moisture Survey dated 6.10.2015
q) Part SL - Roof Replacement Drawings dated L.30.1998
r) Part T - Aeroacoustic Assessment Report dated 6.15.20L5
s) Part TL - Cladding Wind Load Study dated 7.25.2OL5
t) PartT2 - Structural Wind Load Study dated 7.24.20Ls
u) Part U - Soils Management Plan dated 8,05.20L5
v) Part V - Smoke Control Design Brief dated 7.30.20L5
w) Part W - Commissioning Plan Draft
x) 2OL4 1.1L2 MB Standard Survey - Public Works Department dated 11.1,2.201,4
i)
i)
k)
r)
Contrax/l I 345 I Page: 2 of 2
EXHIBIT I Page 77 of 77
136
137