MBCC-2696-2011-01-31-BODR-BOOK-FINAL-DRAFTARQUITECTONICA
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TABLE OF CONTENTS INTRODUCTION 1.0 1 1.1 EXECUTIVE SUMMARY 3 1.2 MASTER PLAN TEAM 5 1.3 SCOPE AND DELIVERABLES 5 PROJECT CONTEXT 2.0 7 2.1 HISTORY, CONTEXT AND TRENDS 9 2.2 EXISTING SITE CONDTIONS 17 2.3 EXISTING BUILDING CONDITIONS 19 2.4 CS & L REPORT SUMMARY 21 2.5 GOALS AND OBJECTIVES 25 PROJECT ANALYSIS 3.0 27 3.1 FUNCTIONAL SUMMARY 29 3.1.1 CIVIL 30 3.1.2 TRAFFIC 31 3.1.3 FUNCTIONAL PLANNING 33 3.1.4 FOOD SERVICE 41 3.1.5 LIFE-SAFETY 43 3.1.6 M/E/P/FP 45 3.1.7 STRUCTURAL 53 3.1.8 SUSTAINABILITY MEASURES 55 3.2 SITE AND DISTRICT ANALYSIS 59 3.2.1 SITE AND DISTRICT BOUNDARIES 59 3.2.2 SITE AND DISTRICT INFLUENCES 61 3.2.3 FUTURE CONVENTION CENTER HOTEL 63 3.3 PROJECT ANALYSIS SUMMARY 65 3.3.1 SITE AND BUILDING VISITS 67 3.3.2 STEERING COMMITTEE MEETINGS 69 3.3.3 SUB-COMMITTEE MEETINGS 73 3.3.4 CITY STAFF MEETINGS 77 3.3.5 COMMUNITY DESIGN WORKSHOP 79 PROJECT IMPLEMENTATION 4.0 81 4.1 PROPOSED MASTER PLAN SITE DESIGN 83 4.2 PROPOSED BUILDING MASTER PLAN 85 4.3 FUNCTIONAL REPORTS 103 4.3.1 CIVIL / UTILITY WORK 105 4.3.2 TRANSPORTATION 107 4.3.3 PLANNING 115 4.3.4 FOOD SERVICE 117 4.3.5 LIFE SAFETY 127 4.3.6 M/E/P/FP 133 4.3.7 STRUCTURAL 141 4.3.8 SUSTAINABILITY MEASURES 143 4.4 NEIGHBORHOOD INTERFACE 147 4.5 PHASING AS PER CONTINUED OPERATIONS 151 4.6 POTENTIAL CONVENTION CENTER HOTEL SITES 157 4.7 LONG TERM OPTIONS 159 COST ANALYSIS 5.0 161 5.1 ALLOCATION OF CURRENT BUGDET 163 5.2 COST ESTIMATE SUMMARY 167 5.3 DETAIL CONSTRUCTION COST ESTIMATE 169 APPENDIX A - 6.0 MEETING MINUTES 185 APPENDIX B - 7.0 PROJECT DRAWINGS 219
FINAL DRAFT
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CONVENTION CENTER EXPANSION & ENHANCEMENT STEERING COMMITTEE Scott Berman Stuart Blumberg Michael Breslow Marco Giberti Jorge M. Gonzalez Saul Gross Elsie Howard Wendy Kallergis Alex Munoz Tom Mobley Cathy Rick-Joule William Talbert Robert Wennett Mathew Pinzer GLOBAL SPECTRUM Bob Balsam Angelo Grande Joyce Watson Kay Hollander
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31.1 EXECUTIVE SUMMARY The following Master Plan document formalizes the uni fi ed voices of a variety of stakeholders, fi ltered through the design team, into a graphic representation of the rede fi ned vision for the Miami Beach Convention Center. It is an attempt to provide a possible design solution that incorporates many of the project needs discovered through the programming process. It also is a response to the strategic needs analysis completed late last year that recommended a series of planning and programming considerations for the facility. Since the last renovation in the late Eighties, a series of expansion scenarios have been offered and developed to some degree, in an effort to respond to known inadequacies in the facility. Many reasons contributed to the lack of progress: lack of funding, possible short-sightedness, disagreements in ranking priorities as well as market fl uctuations. In the meantime, annual capital expenditures from operating funds, temporary fi xes as well as determination and hard work routinely kept the Convention Center reasonably updated and presentable. All agreed some level of refurbishment and expansion is necessary to allow the facility to reach its undeniable potential. The strategic analysis was a starting point of discussion at the initial kickoff meeting with the City and the Steering Committee in January 2010. The analysis and dialogue formed the basis of a set of overall goals established for the Convention Center Expansion Project. The goals, enumerated and developed in detail later in this document, are not only quantitative space needs for the facility, but also embrace more qualitative and abstract issues, seeing beyond the current building parcel into the surrounding neighborhood. The design team was encouraged to “think outside the box” and offer possible building features that transcend physical space demands and provide avenues for rede fi ning the current offering in the marketplace. Besides delivering a facility that best responds to the current set of users, the challenge was to vary the existing product and attract new possible user groups that have never been potential clients in the past. The design team’s mandate, expressively stated at the Kickoff Meeting by Matti Herrera Bower, the Mayor Of the City of Miami Beach, and emotionally supported by both City leaders and concerned stakeholders alike, was to approach the design solution without budget constraints as a main limiting factor. The goal was to discover and propose a design that takes the Miami Beach Convention Center into “the next thirty years.” The Convention Center is a major source of revenue for the City, County and surrounding municipalities and deserves a suitable quality venue. Although designers must always have an eye on budgets and value for the design dollar, the directive from the outset was to provide best possible solutions, not a short-term remedy requiring a series of additional repairs and upgrades before any real difference is realized.
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11
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Recommendations for Upgraded Utilities and Connections, 14. Drainage, Roadways and Pedestrian Walkways that Re fl ects Proposed Expansion Needs.State of the Art Systems including District Connectivity, Lighting 15. and Controls, Under-slab Power, HVAC and Controls, Graphics and Audio-Visual Display and Sound, full Life Safety Compliance.The proposed master plan therefore responds to not only the required spatial needs to meet current needs and those in the near future, but also initiates a transformation from a basically prototypical meeting place into a catalyst for regional economic growth. The notion of a stand-alone building is traded for a unique district, recognizing synergies among its neighbors. The transformation begins instantly with the immediate impact of a new building orientation and nearly 400,000 Square Feet of core meeting space within a one million square foot total phase. Further improvements within the center’s footprint as well as nearby venues and linkages within the District further contribute to the overall uni fi ed vision.
FINAL DRAFT
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51.3 SCOPE AND DELIVERABLES Prior to commencement, a scope of services made up of a series of tasks was prepared, discussed, fi ne-tuned and fi nally agreed upon with the City of Miami Beach. These tasks were to cover what was necessary to develop a complete Master Plan, suitable for internal analysis, community review and input and fi nally, presentation to the City Commission for approval and recommendation. A summary of fi nal approved scope consists of the following:MASTER PLANNING SCOPE OF SERVICES SUMMARY The purpose of this Project is to develop a Campus Master Plan that meets the City’s functional requirements and recommended future needs, incorporates community input, and stays within established schedule and cost parameters. The Planning Phase of the Project will include the following major tasks: Project Kick-off Meeting.• Project site reconnaissance visit to include a comprehensive • existing conditions report and background gathering.Initial planning session with the City and its Market Research • Consultant (MRC) to explore and prepare alternatives.Meeting with the City to review alternatives and make re fi nements • for CDW.Review meeting to fi nalize alternatives prior to Community Design • Workshop.Community Design Workshop to present the Master Plan, and • provide residents the opportunity to participate in the planning process.Preparation of a draft Basis of Design Report (BODR).• Conduct a LEED Workshop and prepare conclusions for • incorporation into plan Review of BODR with City departments.• Preparation and presentation of a comprehensive fi nal Master • Plan and BODR for approval by the Mayor and City Commission.
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energy usage data for use in establishing base performance criteria. The Consultant’s sustainability initiatives shall conform to Florida Statute 255.2575-“Energy – ef fi ciency and sustainable buildings”, and City Code Chapter 100-“Sustainability, Article 1. Green Building Ordinance”, addressing LEED compliance requirements.The CONSULTANT shall organize the discussion around the appropriate types USGBC LEED Version 2.3 Project Checklists (New Construction-NC, Existing Buildings-EB or Neighborhood Development.), and in compliance with City Code Chapter 100-“Sustainability, Article 1. Green Building Ordinance”, addressing LEED compliance requirements.TASK 9 – REVIEW OF DRAFT BODR WITH THE CITY DEPART-MENTS: The CONSULTANT shall meet to receive, present and review the draft BODR with the following, but not limited to, CITY Departments: City of Miami Beach Parks and Recreation Department City of Miami Beach Police Department City of Miami Beach Planning Department City of Miami Beach Public Works Department City of Miami Beach Fire Department City of Miami Beach Parking Department City of Miami Beach Tourism and Cultural Development Department TASK 10 - FINAL MASTER PLAN / BASIS OF DESIGN REPORT (BODR):The CONSULTANT shall prepare a fi nal and comprehensive BODR based on comments and revisions implemented during the reviews with the various the CITY Departments / review entities as noted in Task 7.
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92.1 HISTORY, CONTEXT AND TRENDS CHRONOLOGY AND MILESTONES Opened in 1957, the facility originally named the Miami Beach Exhibition Hall included a 108,000 SF exhibition hall that could accommodate 15,000 people in arena style seating. The facility was by far the largest in the Southeast at that time and was built in response to the other large, multifunction halls that had been developed in the US. Major centers at that time including Atlantic City Convention Center (1929), Dallas Convention Center and Arena (1957), San Francisco’s Cow Palace (1940’s) and the Armory (1941) in Washington, DC. The Miami Beach facility preceded the development of the fi rst wave of modern exhibition halls such as Atlanta’s Georgia World Congress Center (1976), Chicago’s McCormick Place (1960), Detroit’s Cobo Hall and Arena (1960), Houston AstroDome Complex (1964) Las Vegas Convention Center and Arena (1959), and the Los Angeles Convention Center (1971). Two programming philosophies were in play in the late 1950s; either develop a fl exible exhibition space that could double as arena space when needed, or build an arena next to an exhibition hall. The former strategy was applied in Miami Beach, Boston, and eventually Orlando. The latter was employed in Anaheim, Dallas, and Detroit. The initial Miami Beach facilities offered a large fl oor space with the opportunity to add additional seating for arena-type events. These facilities could handle crowds that were signi fi cantly larger than the arenas and auditoriums of the day. Two events that typi fi ed the use of this special feature were the 1961 Billy Graham Crusade and the world-famous Cassius Clay versus Sonny Liston boxing match in 1964. From 1968 through 1970, the facility hosted many of the home games for the (Miami) Floridians of the American Basketball Association. In 1968, an additional 130,500 square feet of exhibit space was completed prior to hosting the Republican National Convention for the fi rst time. In 1972, Miami Beach became the only city other than Chicago to host both the Republican and Democratic National Conventions in same year; the conventions have not been held in the same city since. Miami Beach and Chicago are the only cities to host consecutively the Republican National Convention. As the markets evolved, cities developed new large capacity arenas for concerts and sports teams and expanded the meeting and exhibition capacity at their convention centers. Additional support facilities were constructed at the Miami Beach Convention Center in 1974. In the 1980’s, a second wave of convention center development rede fi ned the characteristics of convention centers from a “box with docks” to facilities that contained iconic architecture and hospitality-grade fi nishes; New York’s Jacob K. Javits Convention Center (1986) was a modern design achievement for I.M. Pei, although the interiors were lacking.
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CONVENTION CENTER HISTORY AND MARKET TRENDS Convention centers continue to occupy a unique position at the end of the spectra of services provided by local and regional governments. Even though these facilities are a key component to regional economic development, their governance structure is typically tied to local governments as a municipal department or division, or as an authority structured by the local government. The fi scal woes of the greater governments are visited upon convention facilities, even if those facilities have dedicated and secure funding sources in place – all must share in the pain.Facility demand is tied closely to national and regional economic cycles, but the demand for changes in the physical attributes of the facilities is driven by the market. In response to an evolving market, convention facilities have added a vast amount of meeting space over the past 30 years, improved quality levels of its product and services to match that offered by other hospitality-related venues, and embarked upon technological upgrades to keep pace with client demands and expectations. These necessary improvements often have not been accompanied by increases in rates or revenues to re fl ect the increased costs in providing a higher level of facilities and services. Benchmarking and averaging have caused convention centers to become a homogenous product within the marketplace – like gallons of milk lining shelves in a supermarket - that has the perception of a low intrinsic value. Private sector competitors have reinforced this perception by providing “free” meeting space and exhibition space within their integrated convention/hotel/meeting complexes, while “cherry-picking” the most valuable convention business hosted within a community. Many convention centers that have not adapted to the new market expectations and improved their facilities over time are now facing a crisis. As a limited amount of capital funds are available, expenditures must be targeted to obtain the greatest strategic impact. With the current economic environment, many facilities are mandated to reduce operating de fi cits. But caught with inadequate facilities that cannot support a value that commands a higher rate, operators are challenged to reduce costs signi fi cantly. Without the proper facilities that are well maintained, operated, and supported by competent staff that excels in providing service, the future for many of these convention centers seems bleak.2.1 HISTORY, CONTEXT AND TRENDS
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15 2.1 HISTORY, CONTEXT AND TRENDSPRIORITIZING SPACE NEEDS Exhibition space is still the primary measure of the ranking of a convention center within the marketplace; however, these centers must offer the proper balance of meeting spaces to compliment the available exhibition space. The amount and type of meeting space required is dependent upon the size of the facility and the primary market that the facility has targeted. A large, multi-function ballroom is required for facilities in top and second-tier markets. Front-of-house spaces are only half of the story; exceptional service must accompany the facilities offered to convention and trade show planners and a cadre of service and support spaces must be provided to serve properly exhibition and meeting spaces. Production facilities, employee processing, locker rooms, workshops, secured storage areas for vendors and contractors, concierge kiosks, improved food service outlets and business centers are but a few of the additional areas that must be included in upgrading convention facilities. There is a signi fi cant positive impact in having these support areas and the services provided from these spaces. Once the facilities are evaluated, the second step is an examination of operational policies, procedures and practices. “Excellence” and “value” are the watchwords for services, especially those provided as “exclusives”. The market will pay a fair rate for quality services, but poor service is too expensive even if it is offered for free. Armed with accurate data on facilities and services, convention center management can embark upon crafting a strategy to address both issues and begin the process of recovery. ASSESSMENT OF EXISTING CONVENTION CENTER Miami Beach Convention Center (MBCC) has a signi fi cant number of recurring annual trade and consumer shows, including the Miami International Boat Show, which require exhibition space and relatively little meeting space. The most-recent expansion in 1990 accommodated the needs of these shows by doubling the amount of exhibition space and adding some meeting space. However, throughout the 1990’s, the greater meetings marketplace dictated a major increase in the quantity and quality of meeting space. Top tier facilities that on average have expanded every ten years adapted to the changes in space demands during those expansion cycles. As this is the fi rst expansion undertaken in 20 years, an examination of the inventory of spaces at the MBCC shows a lack of meeting and large multi-purpose ballroom space. These de fi ciencies were documented in CS&L’s recently updated market analysis which called for an increase in the total proportion of meeting/ballroom space and some additional exhibition space. The table below quanti fi es the amount and type of space needed in the facility as compared to the inventory of spaces in competing facilities:
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MBCC SITE The existing Miami Beach Convention Center (MBCC) site is bound by Washington Avenue to the east, the Fillmore Miami Beach at Jackie Gleason Theater and on-grade parking to the south, Convention Center Drive to the west and to the north the Collins Canal, Carl Fisher Clubhouse / Little Stage Theater and the City of Miami Beach Parks and Recreation Building. The immediate site of the MBCC, consisting of the building and the loading areas to the north and south, is 25.2 acres or 1.1 million square feet. The majority of the site is the MBCC building footprint at 898,390 square feet, with the rest of the site dedicated to the loading and staging areas to the north and south of the building. The east and west sides of the building front Washington Avenue and Convention Center Drive with recessed entry drop-offs and large sidewalks, which are landscaped with palms and shade trees as well as some ground cover. Utilities are located under both Convention Center Drive and Washington Avenue with the connections primarily to the north side of MBCC. The majority of these utilities are dedicated to the MBCC but some also serve the neighboring buildings (refer to Section 3.1.1 for further discussion of the existing site utility conditions).The site of the MBCC Expansion Master Plan also includes on-grade parking lots to the south (small) and west (large, extending over to Meridian Avenue) and Convention Center Drive. This expanded site area is therefore bound by Washington Avenue to the east; The Fillmore Miami Beach at Jackie Gleason Theater, 17th Street, City Hall and the new City Parking Garage to the south; Meridian Avenue to the west; and to the north the Holocaust Memorial, Miami Beach Botanical Gardens, Collins Canal, Carl Fisher Clubhouse / Little Stage Theater and the City of Miami Beach Parks and Recreation Building.ADJACENT NEIGHBORHOODS Immediately to the south of the MBCC is the civic / cultural district with City of Miami Beach administrative buildings and City Hall as well as The Fillmore Miami Beach at Jackie Gleason Theater. On the south side of 17th Street are the soon-to-be completed New World Symphony and Soundscape as well as two large parking garages. Two blocks south of MBCC is Lincoln Road, with its mix of restaurants, cafes, shops and galleries.To the west of the MBCC is the large on-grade parking lot bordered by Meridian Avenue with the residential neighborhood of Palm View on the west side of Meridian. Palm View consists of mid-height multi-family buildings along Meridian Avenue and mostly single family homes further west.
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View South on Pennsylvania Avenue to Lincoln Road
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192.3 EXISTING BUILDING CONDITIONS The Miami Beach Convention Center (MBCC) has evolved since it opened in 1957. The facility was originally named the Miami Beach Exhibition Hall and had a multi-function hall (108,000 square feet/SF) for exhibitions as well as arena events (for 15,000 people) such as boxing and basketball. When it was built it was the fourth largest convention center in the country and the largest in the Southeast. It was developed in response to the large multi-function halls in other major cities, but pre-dated the fi rst modern exhibition halls / convention centers, such as Chicago’s McCormick Place and the Los Angeles Convention Center from the 1960s and 1970s. Over the years, the MBCC added on to the original building. The original MBCC was generally located where Hall C is now (southwest corner). Another 130,500 SF of exhibit space was added (where Hall D is now) in 1968. In 1974 the West Wrap was added with additional support facilities. The last major expansion of the MBCC, completed 1989, doubled its size to the current total area of 1.1 million SF by adding Halls A and B and the East Wrap (502,000 SF of exhibit hall space). The MBCC is now the 28th largest convention center in the country. The current MBCC has four halls that are arranged in a four-square con fi guration. While this arrangement allows for fl exibility in the sizing of different events, it necessitates two visitor entries (east and west) to access the individual halls, with the Sky Bridge used to cross from the east side to the west side. The of fi cial main entrance is on Washington Avenue but because more parking and drop-off lanes are available on the west side, the majority of visitors enter from Convention Center Drive on the west side of MBCC. Two separate loading/staging areas to the north and south are also needed due to this four quadrant arrangement. The services for the existing MBCC are located as per the development of the facility and its four-square arrangement of the halls. The Food and Beverage service is divided into two kitchens since one was built during an early phase. A subsequent expansion necessitated expanded food service, which resulted in a second kitchen on the other side of the building that communicates with the original kitchen via service corridors in the Sky Bridge. The main mechanical chiller plant and electrical transformer vaults are located at the south end of the building while other services such as the fi re sprinkler system are located at opposite sides of the MBCC in order to be closer to the areas being serviced. Since the last expansion in 1989, the MBCC has had $50 million worth of upgrades of various components and systems (telecommunication and networking systems, restrooms, mechanical equipment, lighting, fi nishes). Since the MBCC is a large facility and considering its age and building history, there is a continuous program of maintenance and improvements. For instance the roof has been cleared of the majority of equipment to minimize the risk of hurricanes disrupting the functioning of the building and is reroofed on a regular basis. The existing MBCC has been maintained through the decades with a Capital Improvements Program (CIP) that currently has an annual budget ranging from $1 million to $4.5 million (refer to section 5.1 for the allocation of the current CIP budget).Refer to Section 3.1 for functional analyses of each of the existing building’s systems.
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212.4 CS & L REPORT SUMMARY The City of Miami Beach commissioned an independent study in 2008 to analyze the market demand of possible improvements to the Miami Beach Convention Center. The study was required to assist in determining and prioritizing both short and long term planning initiatives. Convention Sports and Leisure (CS&L), a nationally recognized consulting fi rm with a special expertise in this type of analysis was hired to perform the study.The study process consisted of detailed research and analysis, incorporating a comprehensive set of market-speci fi c information derived from the following: Review of existing facility and urban conditions at and surrounding • the MBCC. In-person interviews/meetings with MBCC management, Greater • Miami Convention & Visitors Bureau (“GMCVB”) representatives, other local visitor industry professionals and City and County management and staff. A listing of individuals and organizations contacted during the study process is presented in Appendix 1. Review of historical MBCC operating data (event levels, space • use, attendance, fi nancial operations, etc.). Research and analysis of national convention and tradeshow • industry trends. Analysis of facility data from 18 competitive and comparable • facilities and markets. Interviews with facility management and convention and visitors • bureau staff in competitive and comparable markets. Internet-based surveys with current, past and potential future • MBCC users. The study titled “Long-Range Strategic Facility Needs and Master Plan Analysis for the Miami Beach Convention Center” was completed in December of 2008 and presented and approved by the City Commission in January of 2009. The fi ndings of the study as summarized in its Section 7.0 became the backbone of this Master Planning scope and follows as an excerpt of that document:
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Address a need – the space must serve a need or event component for the planner, rather than just offering a pleasing aesthetic. Gardens and terraces can be beautifully landscaped, but should also provide the planner with an opportunity to use the space to accommodate typical banquet, reception or other event needs. Unique and authentic – Any market can provide for a center that has ample green space, terraces and plazas. To distinguish these features from the competition, it is critical that the unique and authentic culture, architecture and artistic influences of the destination be integrally linked to any space added at the Center. In fact, MBCC archi-tects should consider reviewing all existing and planned space, interior and exterior, in terms of improvements designed to draw out elements that are unique and authentic to the greater Miami area. 7.2 Hotel Findings The large majority of major market convention centers benefit from an adjacent or attached headquarter hotel, typically ranging in room count from 700 to 1,200. In many markets, there are several large hotels adjacent to the center. The lack of such a property adjacent to the MBCC represents a competitive disadvantage when competing for high-impact conventions and tradeshows. Offsetting this disadvantage, there are a significant number of smaller boutique hotels and large resort properties that can combine to form a large block of rooms to accom-modate convention and tradeshow activity. The MBCC has successfully accommo-dated corporate and association events willing to use the existing inventory of hotels. However, in order to significantly increase convention and tradeshow demand for the MBCC, the development of a headquarter hotel would likely be needed. The benefits that a headquarter hotel could provide to MBCC bookings do not translate to financial viability of the hotel project. In fact, it is highly unlikely that a private devel-oper could generate the necessary return on investment to justify financing a headquar-ter hotel project. In reality, this is the situation that exists in nearly all markets in North America. As a result, the development of a headquarter hotel typically involves various forms of public participation, as was the case with the financing of the Lowes Hotel in Miami Beach. It is beyond the scope of this study to evaluate potential methods of public participation in any headquarter hotel financing; however, it is likely that this participation would take one of two general forms, should such a project proceed. selection criterion. This walkable environment should offer restaurant, retail, cultural and entertainment amenities that benefit event attendees and exhibitors. In addition, these amenities can provide a significant benefit to area residents. First, the public sector can provide a developer/owner with a series of financial incen-tives designed to reduce the cost of the project for the developer, and thereby increase the return on investment to acceptable levels. Secondly, the public sector can use its authority to issue tax exempt bonds, working with a hotel developer to construct the project. The use of tax exempt bonds has the effect of significantly reducing the costs to finance the project. 7.3 Destination Planning and the Development of a Convention District
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2.4 CS & L REPORT SUMMARY
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24
FINAL DRAFT
Ex
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252.5 GOALS AND OBJECTIVES At the outset of the Master Planning process, the design team met with the City and the Expansion and Enhancement Steering Committee to try and establish the scope and timeline of the effort to best meet the expectations of the stakeholders. Although the recommendations of the fi ndings from the CS&L Analysis was a good framework for the work ahead, other issues important to the group quickly surfaced and would need to be taken into consideration. The effort was clearly directed to not only provide short-term remedies to immediate shortfalls but to ensure that any recommendations provide far-reaching long-term bene fi ts. A more comprehensive list of goals and objectives was developed upon completion of some initial meetings where a variety of viewpoints were discussed. All suggestions, needs and desires were reviewed and incorporated in some way into the fi nal document. Although some particular requests to meet individual needs seemed to con fl ict with each other, effort were made to accommodate each.The list was then presented and discussed with the various sub-committees and served as a framework of our discussion and presentations as the design progressed.
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293.1 FUNCTIONAL SUMMARY Generally speaking, the existing MBCC is functioning smoothly and as needed to have a full program of events although the building components and systems that have been addressed progressively need to have an overall upgrading (visitor circulation, life-safety, food service, fi nishes). The principal issue that keeps the MBCC from being competitive with the other main convention centers in the US is the con fi guration of the exhibit halls and lack of suf fi cient supporting amenities such as meeting rooms and multi-function facilities. As per the studies the City of Miami Beach has had done, particularly the 2008 CS&L Report (see section 2.4 for a summary ), the expansion and upgrading that this Master Plan addresses is critical in order for the MBCC to regain the competitive edge that it had when it was fi rst built in 1957.The following sections provide a summary of the analyses of the various aspects of the existing MBCC site and building that the MBCC Expansion Master Plan prepared, both in terms of its physical characteristics as well as planning issues. This Functional Analysis was the basis on which the proposed Master Plan was generated, along with the further sections analyzing the larger site and district as well as the discussions with the various stakeholders in the MBCC Expansion Master Plan.
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30
3.1.1 CIVIL CONVENTION CENTER DRIVE UTILITIES Convention Center Drive between Dade Boulevard and 17th Street is a four (4) lane asphalt road oriented in the North/South direction. There is an existing storm water management system, with pipe diameters ranging from 15” to 42”, connecting to several catch basins and manholes within the right-of-way. The existing drainage structures are concentrated mainly between 18th Street and 19th Street. According to the as-builts obtained from the City of Miami Beach Public Works Department, there is an existing 20” water main along Convention Center Drive with multiple service connections which range from 8” to 12” in diameter. An existing 18” Terra Cotta sanitary gravity sewer runs from North to South along Convention Center Drive, starting approximately 300’ to the North of the intersection of Convention Center Drive and 19th Street. This existing sanitary sewer collection system connects to an existing manhole at 17th Street, and continues East thereafter. Convention Center Drive also houses a 30” force main between 18th Street and 19th Street, which will be relocated as part of the planned improvements. WASHINGTON AVENUE UTILITIES Currently Washington Avenue is a four (4) lane asphalt road between 17 th Street and Dade Boulevard. There is an existing storm water management system with a 34” pipe within this roadway. A 20” water main is located in Washington Avenue; having several water services connected to this pipe.An 8” sanitary sewer main (concrete and terracotta) also runs North to South along Washington Avenue with connections to other sanitary sewer main segments on 19 th Street, 18t Street and 17 th Street.EAST-WEST UTILITIES 18 th Street is an existing road with east/west traf fi c fl ow. A 12” and 8” storm water system is housed within the right-of way between Convention Center Drive and Washington Avenue. In addition, an 8” water and 18" sanitary sewer main exist between Convention Center Drive and Washington Avenue. A 42" and 12" drainage pipe intersect the right-of-way of 19th St.
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31Vehicular traf fi c arrives at the Convention Center via 17 th Street and Dade Boulevard. Visitors can also be dropped off at the east entries on Washington Avenue or the west entries on Convention Center Drive (refer to Figure 1 for traf fi c patterns). Under existing conditions, visitor vehicular access to the Miami Beach Convention Center primarily occurs via Convention Center Drive to either the west entry drop-off or the following parking facilities in the area, providing a total of 3,750 parking spaces:900-stall surface parking lot on the west side of Convention • Center Drive south of 19 th Street 160-stall surface parking lot on the east side of Convention • Center Drive north of 17 th Street 650-stall City Hall parking garage on 18 • th Street east of Meridian Avenue 1460-stall 17 • th Street parking garage on 17 th Street east of Euclid Avenue 580-stall New World Symphony garage on 17 • th Street east of Pennsylvania Avenue The following intersections provide signalized traf fi c control within the immediate vicinity of the Convention Center.Meridian Avenue and 17 • th Street Euclid Avenue and 17 • th Street (Pedestrian Signal)Convention Center Drive and 17 • th Street Washington Avenue and 17 • th Street Meridian Avenue and Dade Boulevard • Convention Center Drive and Dade Boulevard • All major roadways in the vicinity of the Convention Center operate as two-way roadways.There is also public bus service by Miami-Dade Transit (from the South Beach Local to multiple lines that serve all of Miami Beach and Miami-Dade County) and bicycle paths provide alternative transportation.Service and vehicles going to / from the north and south loading areas typically access the two loading areas via Dade Boulevard and Convention Center Drive.3.1.2 TRAFFIC
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333.1.3 FUNCTIONAL PLANNING Description of Major Elements I. The following paragraphs provide a brief description of each of the major spaces required for the convention facility. These short narratives explain the basic functional requirements for types of spaces and the necessary relationships to adjacent spaces. Where important to function, basic requirements for technical systems such as lighting and dimming, telephone and data utility distribution, and audio-visual equipment are also described.Arrival Zone Site access should provide for an arrival zone along one face of the building that is for shuttle buses, taxis and limousines to drop off their passengers. A bus lane will have access controlled by MBCC. The arrival zone con fi guration must accommodate the turning radius and loading for coach buses. This open air space is the rain-protected outdoor entrance to the building and should clearly establish a visual demarcation line between pedestrians and vehicles. This separation may be composed of features such as color-banded accent pavement, bollards or planters that provide for free fl ow of pedestrians while restricting vehicular access. There should be no traditional “curb” or wheel stops that could be tripping hazards at this transition from exterior to interior space. An added bene fi t from this concept is complete ADA access.Off-site, directional signage to the parking area should be provided on the major approaches to the property to separate attendees whose fi rst stop is the parking area. On site, traf fi c fl ow should allow convenient access to parking for those private vehicles unloading passengers at the door. For feature events and more formal functions - new product unveilings, black-tie dinners or receptions - a portion of this area may be converted to a ceremonial entrance. The “red carpet” treatment should be created with temporary decoration; built-in features are not desirable. For large multi-use / ballroom events, temporary provision for access and/or a staging area for limousine service and valet parking should be considered. Specialty lighting for the canopy will be important, setting the mood for formal evening gatherings. A combination of lighting sources will be required to allow for multiple scenes to be programmed.
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that will primarily serve the ballroom. Meals will also be served in the exhibition hall as well as the various meeting rooms. The design capacity for serving salad, soup, main course, vegetables and dessert shall be a production rate of 2,500 to 3,000 meals per hour. A dedicated dock area shall be provided for kitchen deliveries. A vertical core for service elevators and trash between levels is required nearby, with back-of-house access to all areas on all levels required. Staff support areas should include facilities such as a locker alcove and brie fi ng area nearby. An enclosed, air-conditioned garbage room at the dock must be provided.Client Support Areas A variety of spaces are required to support the clients of the facility, from convention attendees to show management. These include public restrooms, telephone alcoves, management of fi ces and dedicated storage spaces.Employee Support Staff support areas should be centralized near a dedicated employee entrance and have easy access to the back-of-house service corridors. Once past the building security of fi ce, full time staff members will have access to locker areas. Uniforms will be issued to part-time food service staff from an of fi ce near the kitchen.Technical support areas include central control and storage rooms for lighting, sound and distributed television systems. Telecommunications and data support shall be located with the switch near the service entrance to the building.Engineering, electrical and maintenance shops should be located on an outside wall of the structure near the dock with easy access to the exhibition fl oor. This area will house carpentry shop, electrical and radio repair functions, setup and housekeeping crews and other non-technical staff who support the daily operation of the building.3.1.3 FUNCTIONAL PLANNING
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FINAL DRAFT
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413.1.4 FOOD SERVICE In the existing convention center, large meeting rooms are utilized for banquet type functions. Currently, bulk storage, cold prep and hot production are located in different small kitchens located opposite each other in the building. This is the result of the original center not needing a large kitchen due to its relatively small size. When the demand for a convention center grew and an expansion was approved in 1989, a second kitchen was added to keep up with the higher demand for food services. Unfortunately, planning did not include a combined kitchen with the possibility of further expansion in the future. The proposed new expansion will rectify this problem and create a production kitchen large enough to combine all food service functions - storage, prep, production, and warewashing needs - for the entire facility. After the proposed expansion is complete and online, the former cold and production kitchens will be converted to support pantries as deemed necessary.The convention center has just completed the construction of an approximately 950 square-foot kosher kitchen located in the space of an unused concession adjacent to an existing loading dock. Although the kosher kitchen has just been completed, it would be bene fi cial and strategically more economical to have the kosher kitchen next to or combined as part of the main production kitchen.
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MBCC Concession Stand MBCC Main Kitchen
FINAL DRAFT
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433.1.5 LIFE-SAFETY The existing 1,170,000 square foot Miami Beach Convention Center (MBCC) has had two major expansions since it was originally built in the 1950s, the last one being in the 1980s. Therefore it has been constructed under previous codes although any renovations or upgrades of the building, small or large, have been constructed per the applicable code at the time. The MBCC maintains 24-hour security throughout the year to further ensure protection of the occupants and the property. The MBCC Expansion Master Plan project is proposed to have a total of approximately 2,700,000 square feet, constructed in phases over several years. It will include the renovation of large portions of the existing building (primarily the four existing exhibit halls) as well as the addition of new exhibit space, meeting rooms, multi-function rooms, support area and attached multi-story parking garage. The new construction and the renovations will be designed and built as per the current applicable codes to form a uni fi ed facility that meets all current applicable codes. The following codes are the applicable building codes for this project at this time: City of Miami Beach Zoning Ordinance 2007 Florida Building Code: Building, including the 2009 Supplement (for new construction)2007 Florida Building Code: Existing Building, including the 2009 Supplement 2007 Florida Building Code: Plumbing, including the 2009 Supplement 2007 Florida Building Code: Mechanical, including the 2009 Supplement 2007 Florida Building Code: Energy, including the 2009 Supplement 2007 Florida Fire Prevention Code 2011 National Electrical Code/NFPA-70 2007 ANSI / ASME A17.1 Safety Code for Elevators and Escalators, with 2008 and 2009 Addendum
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453.1.6 M/E/P/FP MECHANICAL SYSTEMS The Miami Beach Convention Center is currently air conditioned by a central Chilled water plant and associated system as described in the schematic layout (Figure #1). This plant consists of four (4) 1,200 tons chillers with a variable primary system. These chillers are in good operating condition with the oldest chiller being manufactured in 2003.The condenser side of the chillers is connected to four (4) 1,200 tons induced draft Evapco cooling towers located at the roof. They contain (Ref 2) with 40 HP fan motors per cell with respective variable frequency drives for each fan motor. The condenser water is transported by fi ve (5) constant volume condenser water pumps rated at 100 HP each. The pumps are in good operating conditions.The chilled water plant provides chilled water utilizing a primary variable pumping system. The primary distribution has fi ve (5) variable volume chilled water pumps each with 100HP motor in order to distribute the chilled water throughout the convention center. A secondary chilled water loop with (2) two pumps deliver chilled water to the Jackie Gleason theater. The main pump is 50 HP with a Variable Frequency Drive while the backup pump is a constant volume type with 40HP.The chilled water system is distributed into 7 different piping zones (Halls A, B, C, D, West Wrap, East Wrap and The Jackie Gleason Theater. The energy management system (EMS) controls the chilled water isolation valves which are provided for each of the Halls. The valve will open to allow water to fl ow if the hall is being occupied. The Halls A, B, C and D are served by constant volume air handling units and the space temperature is controlled by varying the supply air temperature from the respective air handing. The East and west wrap building areas are served mainly by air handling unit with variable air volume boxes controlling the individual spaces (Figure 3).FIGURE #1. CHILLER PLAN LAYOUT (COURTESY Johnson Controls)
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47 3.1.6 M/E/P/FPSouth East Transformer Vault Switchboard “SE-1” (Main No. 1 of 3) with 4000 Amp, 480Y/277V, • 3ph, 4w.Switchboard “SE-2” (Main No. 2 of 3) with 4000 Amp, 480Y/277V, • 3ph, 4w.Switchboard “SE-3” (Main No. 3 of 3) with 4000 Amp, 480Y/277V, • 3ph, 4w.These Switchboards are located in the South East Main • Switchboard Room at the west side of the Transformer Vault Room at the second fl oor. (See Ref 5)The con fi guration described above provides electrical distribution to the building for the east and west areas from grid line F as shown in the Borrelli, Frankel and Blitstein expansion construction documents from the late 1980’s. The (1) exception is Chiller No.4, which was installed during the 1980’s renovation in the new Chiller Room Plant. This Chiller is connected to SWH-3 located in the Main Switchgear Room at the South West building area.DISTRIBUTION:The building electrical distribution originates at each of the two (2) Main Switchgear Room clusters located at the south west and south east areas respectively. West Areas The electrical loads are supplied from the main switchgear equipment (See Ref 7) through the satellite electrical rooms located throughout the ground and third fl oor levels. Some characteristics of this system distribution are:Switchboard “SWH-1” serves distribution panelboards which sup-1. ply fl oor boxes (See Ref 6) for Hall “C” and “D”, air handling units and other loads.Switchboard “SWH-2” serves distribution panelboards which sup-2. ply fl oor boxes for Hall “C” and “D”, generator loads and motor loads.Switchboard “SWH-3” serves chiller No. 4 and other mechanical, 3. lighting and general power loads.
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48
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Miami Beach Convention Center MCC-A3” (Ref 10)
FINAL DRAFT
Ex
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y
49LIGHTING:The exhibit halls lighting system consists of high bay metal halide luminaries. The lighting in the associated ballrooms consists of recessed metal halide down lights. (See Ref 11 & 12)The existing lighting controls in some of the exhibit halls are Genesis controls. Some lighting systems in the east side areas are controlled by Lutron Lighting Controls. The current Genesis system installation does not provide the fl exibility needed by the center maintenance and management group for the events. (See Ref 13 & 14)3.1.6 M/E/P/FP
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50
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533.1.7 STRUCTURAL The existing Miami Beach Convention Center was built over multiple decades, each with a structural system from its era although there are common structural systems used throughout. EXHIBIT HALLS The existing exhibit hall has steel columns, wrapped in concrete for the bottom half, with footings that are in good condition for the current loads. The roof is lightweight insulating concrete on metal deck supported on steel joists and steel trusses. The existing structure does not have any capacity to support additional loads. The fl oor is a slab on grade that shows substantial cracking but the footings themselves are deep enough and will not be affected by the excavation, removal and replacement with a new fl oor slab.SKY BRIDGE The structure of the sky bridge is independent of the roof structure and therefore can be removed completely and a new roof installed to span the void left by the demolished sky bridge.WEST WRAP The west wrap has concrete columns and the elevated fl oors and roof are concrete waf fl e slabs for the north half and precast joists for the south half with a concrete roof slab. Some of the footings along the west side may need to be re-worked as per coordination with a geotechnical engineer.EAST WRAP The east wrap has concrete columns precast joists for the elevated fl oors. The lower roof is constructed of metal deck and steel joists while the upper roof is a sloped concrete slab. The east perimeter fl oor slab is subsiding; it should be replaced during the expansion.
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553.1.8 SUSTAINABILITY MEASURES The existing MBCC has inherent sustainable features as well as sustainable programs that have been put in place by the City of Miami Beach and Global Spectrum, the MBCC management company. The MBCC’s urban location means it has the bene fi ts of a dense community with many inter-related uses nearby (hotels, restaurants, retail, cultural venues, businesses, municipal services) and multiple public bus routes and shared infrastructure. Parking for the MBCC is the City of Miami Beach public parking, which has preferred parking spaces for alternative fuel / low-emitting vehicles.There are also sustainable features at the existing MBCC building. The mechanical equipment is relatively new and well-maintained for optimal ef fi ciency. The roo fi ng is a light-colored material that keeps the interiors cooler and minimizes the heat-island effect for the surrounding area. A recycling program is in place throughout the MBCC, from the exhibit halls to the loading docks. All the light fi xtures will soon be replaced with energy-ef fi cient fi xtures, which will reduce the heat load inside as well as the energy bill since it will require less air-conditioning to cool the building.Based on these inherent sustainable features and programs and other aspects of the existing MBCC, the project could pursue green certi fi cation with the Leadership in Energy and Environmental Design for Existing Buildings (LEED-EB). As per the attached proposed LEED-EB checklist, there are potentially enough credits the existing MBCC is eligible for (50 out of 100) to be certi fi ed as a LEED-EB building.
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42
Possible Points: 6
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Possible Points: 4
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Possible Points: 110
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593.2 SITE AND DISTRICT ANALYSIS 3.2.1 SITE AND DISTRICT BOUNDARIESThe design process for the Miami Beach Convention Center Expansion Master Plan studied the project from the exterior in its context with the city as a whole, to the interior and the intricacies of the interior planning. This internal and external analysis was critical to understanding MBCC’s in fl uence on and from the city and surrounding neighborhoods.As the CS&L Report noted, the success of any convention center is impacted by its proximity to restaurants, retail and entertainment. One of the goals of the Master Plan process is to emphasize the uniqueness of MBCC, which is related to its location in a vibrant oceanfront city. Within walking distance can be found diverse interests such as the vitality of Lincoln Road with its restaurants, shops, theaters, galleries and entertainment; the cultural gems of the neighboring Holocaust Memorial, Miami Beach Botanical Garden; and the Cultural District nearby. The analysis of the site and district focuses on how the surrounding city offers opportunities to the MBCC that have not been capitalized on to date as well as how the MBCC and its activities has the potential to in fl uence the neighboring areas in more bene fi cial ways than it does currently.The initial step was to establish the boundaries of the MBCC Expansion property as per discussion with the Steering Committee. The grey area of the Site Boundary diagram indicates the property that is part of the MBCC Expansion: To the east it is bounded by Washington Avenue and to the north, Collins Canal (parallel to Dade Boulevard), although the historic Little Stage Theater is not part of the property as it is to be preserved. The 26 acre MBCC building site is further increased by the 6 acre on-grade parking lot that is on the west side of Convention Center Drive, extending to Meridian Avenue and bounded by the Holocaust Memorial and the Miami Beach Botanical Gardens to the north and the City of Miami Beach City Hall building and parking garage to the south. East of City Hall, the MBCC Expansion boundary extends down to 17th Street and includes the existing on-grade lot to the west of the Jackie Gleason Theater but wraps around the Jackie Gleason, which is not part of the MBCC Expansion property. The open space east of the Jackie Gleason Theater along Washington Avenue is included in the property.The MBCC Expansion Master Plan process de fi ned a larger district that is based on the surrounding neighborhood, which is integrated--or has the potential to be better integrated—with the MBCC. This MBCC District extends to the south to Lincoln Road where MBCC visitors can go for refreshments, shopping, cultural events and entertainment, as well as to the New World Symphony, Lincoln Park and the Fillmore Miami Beach at Jackie Gleason Theater. It extends east to the oceanfront hotels and their restaurants and bars on Collins Avenue. It extends north to the Holocaust Memorial, the Miami Beach Botanical Gardens and the Little Stage Theater as well as to the Cultural District a few blocks away with the Bass Museum, Miami City Ballet and the Miami Beach Public Library. This de fi nition of the MBCC District is the focus of the MBCC Expansion Master Plan, while addressing all the zoning requirements of the Convention Center District, as de fi ned by the City of Miami Beach Zoning Ordinance.
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The early stages of the design process focused on understanding how critical aspects of the surrounding city in fl uence the MBCC site. The Access to Pedestrian Streets diagram highlights key pedestrian destinations of conventioneers in Miami Beach to and from the MBCC, the most unique and popular of which is the beach. The principal and most powerful access to the beach is Lincoln Road, which provides access to the Beachwalk and the length of the beach and ocean front hotels. Of the surrounding destinations, Lincoln Road is the closest since it is a block and a half away and encompasses many and diverse venues. It is popular throughout the day as people take breaks during conventions for lunch and in the evening for dining, strolling and shopping. As the diagram also indicates, there are further connections to other destinations on Ocean Drive and Espanola Way.To address the reality that a large number of visitors come by car, the proximity of parking to the MBCC was considered as well. The Access to Parking diagram shows the location and number of existing parking spaces. The largest parking garage is the Public Garage on 17 th Street, with 1,460 parking spaces. New nearby garages include the 580 space garage next to the New World Symphony and the 650 space parking garage next to City Hall. Since parking is a critical issue, the design assumption is that the parking spaces of the on-grade parking lots west and south of the MBCC will be replaced as part of the expansion plans, with added spaces proportionate to the added exhibit area.The location of neighboring hotels is also a fundamental factor considered in the MBCC site design. In the absence of a real convention center headquarters hotel in Miami Beach, people stay in a variety of hotels that range in proximity to the MBCC. As shown on the Access to Hotels diagram, there are hotels further north on Collins or at the southern end of Miami Beach that are reached by taxi, bus or car. The closest hotels that can be reached by foot are primarily on Collins Avenue and to the south on Ocean Avenue. Conventioneers fi lter from the oceanfront hotels through the various streets from 15 th Street up to 20 th Street, back to the Washington Avenue entrance of the existing MBCC. As shown on the Access to Venues diagram, there are multiple facilities in the MBCC area where people can go, including the event space at 1111 Lincoln Rd, the South Florida Arts Center, the New World Symphony, the Miami Beach Botanical Garden, the Holocaust Memorial, the Bass Museum, and the Little Stage Theater and the Jackie Gleason next to the MBCC. These provide many opportunities where people can go for a break from the conventions and some also offer venues for casual or ancillary meetings. For instance, the New World Symphony has the fl exibility to be used for many other events than a conventional theater because of the nature of its con fi guration and its new media technology.
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633.2.3 FUTURE CONVENTION CENTER HOTEL There are fi ve main criteria for top-tier convention centers today that are considered critical for meeting the needs of conventioneers. The criteria include the need for an adequately sized multi-function room/ballroom space, adequate ratio of prime exhibit space and meeting space, easy connectivity to a vibrant entertainment district, incorporation of unique elements and event spaces, and having an adjacent and preferably connected headquarters hotel. The CS&L Report and the MBCC Expansion Steering Committee have stated that these criteria are important to the long term success of the MBCC and the Master Plan process has addressed them.The one criterion that is not directly included in the Master Plan scope is the convention hotel since it is not a part of the convention center building and would be built by a private developer and not by the City of Miami Beach. The scope of the Master Plan is to recommend sites for a potential future convention hotel so that the necessary site area for the hotel is considered and not used for the expansion. Miami Beach's convention center was originally built in the 1950s and located a few blocks away from all the beachfront hotels. The hotel development in Miami Beach is focused on the beachfront so to date there isn't an existing hotel of adequate size next to the MBCC. As indicated on the Proximity to Hotels diagram, hotels over 500 rooms are limited, with only two within walking distance (1/2 mile) and one with over a thousand rooms (The Fontainebleau at Collins Avenue and 44 th street.)As part of the Master Plan process, an analysis will address potential sites that are adjacent to the MBCC as well as being integrated into the larger district which includes the hotel zone along Collins Avenue and the beachfront and the pedestrian activity along Washington Avenue and Lincoln Road.
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653.3 PROJECT ANALYSIS SUMMARY The stakeholders for this particular project are considerably large and varied in viewpoint. Besides the City leaders, support staff and Tourism Board that oversees the MBCC, important stakeholders include County leaders, as well as other neighboring municipalities, the facility operator, the Greater Miami Convention and Visitors Bureau (GMCVB), managers and users of adjacent facilities, representatives of the Center’s traditional user groups, local hoteliers, restaurant and retail establishments, and many City residents that are impacted by process. A signi fi cant portion of the master planning design process is about gathering information. Relevant information can be come in a variety of types and formats, but all to some extent form the background to the Basis of Design.First, although members of the design team are generally familiar with the building and its surroundings, the design team has made several visits to the building, its surrounding site and neighboring buildings in the area. The initial overall building walk-thru and departmental interviews was supplemented with receipt of a large number of archived documents of past and existing conditions, listed as an appendix to the report. Reconnaissance type meetings to con fi rm particular conditions continued throughout the process and were documented in meeting notes or recounted in the preceding sections through narratives and/or photos.Although these visits to the physical site and the discussions held with operations personnel help understand how the facility functions, considering both the daily successes as well as the routine failures, help formulate what to include and avoid in the new expansion. Beyond gathering physical and historical background information, the team held a series of meetings with a variety of groups to review the process and preliminary analysis and extract thoughts on overall thoughts. Feedback received in these types of meetings can be equally important to arriving at joint solutions and synergies. These meetings were held with the project Steering Committee and its four Sub-Committees, City Departmental Staff and representatives within the immediate neighborhood. Findings are summarized in the sections that follow. Lastly, the City held the fi rst Community Design Workshop, open to the entire resident community to see and comment on the initial design concept. Again, important concerns and issues help mold design decisions as the process moves forward.Communicating the progress of the design at various intervals and receiving reaction and commentary for team discussion and integration will continue as the design solidi fi es and matures beyond the master planning phase.
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673.3.1 SITE AND BUILDING VISITS The entire design team attended a MBCC facility walk-through on January 15, 2010 after a project kick-off meeting in the Executive Of fi ces of the Convention Center and another on January 21, 2010. These initial reviews of the existing building and site were followed by a series of smaller visits in the following months to selected portions of the facility by team members. During the walk-through visits the Master Plan team observed many aspects of the MBCC, from the structural aspects; mechanical / electrical / lighting / plumbing / life-safety equipment; food service preparation and serving areas; delivery and service circulation; administrative of fi ces; to the visitor circulation and experience. These site and building visits enabled the Master Plan team to complete their assessment of the existing conditions as well as formulate the basis of recommendations to follow. In addition to the MBCC facility walk-through visits, the City staff was able to gather and transmit a series of archived documents of the existing MBCC building, site and surrounding area in response to the teams’ request for information, most of which was received at the beginning of the process and supplemented by additional information as requested in the months that followed. These documents provided backgrounds from which the proposed MBCC Expansion Master Plan was developed. A list of the documents received follows.
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02.12.2010 Miami Beach City Hall Parking Garage A-100 (Autocad Files)Miami Beach City Hall Parking Garage A-100 (PDF Files)02.16.2010 Fillmore JGT Site Plan (PDF File)Fillmore JGT Level 01 Plan (PDF File)Fillmore JGT Level 02 Plan (PDF File)Fillmore JGT Level 03 Plan (PDF File)03.10.2010 Collins Canal Walkway Expansion Draft Plans (MDI File)03.17.2010 Collins Canal Walkway Expansion Draft Plans (Autocad File)03.19.2010 Miami Beach Convention Center Survey (PDF File)03.26.2010 Miami Beach City Center Mobilitiy Study (Data Collection)Miami Beach City Center Traf fi c Impact and Mobilitiy Study (Existing Condition)Miami Beach City Center Traf fi c Impact and Mobilitiy Study (Future Analysis and Recomendations)
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693.3.2 STEERING COMMITTEE MEETINGS A project Steering Committee was created in an effort to obtain a wide variety of opinions from a range of viewpoints. The committee was made up of project stakeholders of various types and backgrounds: managers, users, sales staff, business partners, industry leaders, City and County leaders as well as local residents. The City, design team and Steering Committee along with other invited stakeholders fi rst met on January 15, 2010 to kick-off the project and go over the expected process, goals from the market study and to recap the status of the current facility, both long and short term.The market study looked at current industry trends, competitive/comparable facility analysis, existing and projected utilization and market demand analysis. The main points from the market study were listed and described:Multi-use/Ballroom Space needed • Additional Meeting Space needed • Unique Space Additions (e.g. outdoor venue)• Adjacent or attached Convention Center Hotel • Development of a Convention Center District with strong linkages • to adjacent entertainment areas The Committee reviewed the Master Plan scope and reiterated that it would include the current City codes and prior studies as well as continue to solicit input from the Steering Committee, other community stakeholders and produce short and long term master plan for the Convention Center. Additionally, the Steering Committee was informed that a Stakeholder Group had been meeting with the City since 2005. In April 2009, the Stakeholder Group agreed that the following items should be prioritized in Arquitectonica's fi nal master plan.Recon fi guration/Enhancement of existing ballroom • Additional meeting rooms • Executive Conference Center (west)/2nd Floor West Side Meeting • Rooms Outdoor space/venue • Exterior signage (west side marquee)• Interior fi nishes • Other infrastructure requirements •
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71Options for expansion must take into account existing adjacent land 6. area that may be optimal for the future development of a headquarters hotel. Potential parcels should be indenti fi ed so that the expansion does not interfere with the possibility of future hotel development into these optimal parcels.The recommended 50,000SF multi-purpose space needs to be 7. veri fi ed as when the required associated spaces are added (pre-function, bathrooms, registration, kitchens and pantries, storage and mechanical space) the total additional space required for the room can double. It was decided that since the latest large multi-purpose rooms being planned or in construction right now either meet or exceed this amount, a 60,000 SF area target was agreed upon.Since the most viable location for this size of expansion is likely to 8. be the large Preferred lot (P-Lot) consideration needs to be taken for the major shows currently using the facility as they have special needs for staging, exhibit space and access, parking and circulation as this expansion will immediately remove the land from any use in the future.The boundaries of the project parcel were identi fi ed.9. Linkages to the Lincoln Road shopping District and the prime hotel 10. locations as well as other neighboring venues need to be identi fi ed and strengthened.The importance of the arrival sequence, for both visitors and service 11. vehicles, was recognized. Besides being the fi rst impression, its size and ease of use in a facility of this type is one of the most signi fi cant elements that must be accommodated. The concept of bringing in natural light and incorporating outdoor 12. protected spaces was discussed and agreed with, as long as they can be controlled.The design team established the importance of organizing the 13. center with one principal “front” for visitors and a service side able to adequately accommodate the needs of the expanded facility. The concept of “district-building” or looking beyond the immediate 14. building footprint to strengthening surrounding paths and outdoor spaces would cut down the perceived isolation of the Center to its surroundings. The promotion of the use of a fi nish material palette including landscape/hardscape, exterior lighting and signage, and site furnishings will help identify the new District and encourage free passage and discovery to visitors and residents alike. The reorienting the Center in the east/west direction facing south to 15. best connect to adjacent venues and respond to traditional circulation paths was presented and accepted.The group agreed to revisit these principles once a concept is established and continue to explore these issues with the subcommittees and main Steering Committee as the project develops.3.3.2 STEERING COMMITTEE MEETINGS
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75to include it within the program for the sake of the standard rooms in the typical inventory. It was agreed that it might be best to give up that small amount of business and allow other local venues like business hotels or dedicated conferencing centers adjacent to small limited service hotels (Programming).Outdoor venues can be positive in our south Florida climate but • they would have to incorporate functions to make them successful rather than burdensome. This includes:Intermittent shade or sun protection o Proximity to an indoor function space in case of inclement o weather Proximity to support services o Controlled ventilation o Easy to operate and storm-friendly design including o furnishings Further research should be done to accommodate special groups • like medical (refrigeration), art/jewelry (secure storage), cooking on exhibit fl oor (code rami fi cations) and accommodations for sports teams (locker rooms, lighting, etc. (Programming) Service corridors should be wide enough for circulation, required fi re • egress widths and short-term storage or staging. (Functionality)Ample storage areas should be provided for mainly the chairs as • tables are often left in the rooms. (Functionality)The typical meeting room module should be about 30’ x 60’ or • 1,800 SF to fi t approximately 150 people in theater (classroom) style seating. (Functionality)Avoid too many small rooms, or divisions within the larger • ballrooms as small spaces with two or more movable walls and inordinately high ceilings are not desirable. (Functionality)Provide adequately sized freight elevators (10’ x 20’ x 10’h) with • clear access including turning radii in pathways. (Functionality)Food & Beverage options should vary; trade shows prefer F&B • areas within the exhibit fl oors for quick, short-term access while other groups with more meeting space requirements would also fi nd a remote food court with a variety of options attractive as well. (Functionality)3.3.3 SUB-COMMITTEE MEETINGS
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773.3.4 CITY STAFF MEETINGS The design team met with several of the City’s departmental staff to review the project analysis and conceptual design progress.The City of Miami Beach departments include:Planning and Zoning • Parking / Traf fi c • Public Works • Fire Department / Life-Safety, Sustainability • Engineering (LEED Workshop)• A summary of the various discussion points include:Sensitivity to the adjacent neighborhoods is important as the • Center abuts both commercial and residential neighborhoods.(Planning & Zoning)New or planned expansion into open space in and around the • Parks & Recreation Building and adjacent historic structures should complement those functions and help promote the Canal Walk and connection to the Bass Museum to the east. (Planning & Zoning)Consider the current place placement of bus stops and consider • their incorporation into the site design as well as a possible transfer station. (Planning & Zoning)Consider a portion of two-way traf fi c along the new Center • frontage street (18th Street) to allow for garage access from the east. (Planning & Zoning)A more comprehensive transportation study of the immediate • area should be undertaken to review the impacts to affected intersections. (Planning & Zoning)Develop drop-offs along new frontage road for unloading and thru-• traf fi c. (Planning & Zoning)Consider signalization scheme at loading and visitor parking exit • at Meridian Avenue to insure public safety. (Planning & Zoning). Consider an accessible service tunnel along current Convention • Center Drive rather than a complete re-location and to allow for future utility servicing under the expansion building. (Public Works).
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793.3.5 COMMUNITY MEETINGS Meetings with residential, cultural and institutional neighbors have occurred and are ongoing. Some of these groups include:Major Hoteliers • Collins Park Neighborhood Association • New World Symphony • Miami Beach Botanical Garden • Palm View Neighborhood Association • Holocaust Memorial • A Community Design Workshop (CDW) was held at the MBCC the evening of May 13, 2010. The City of Miami Beach and the MBCC Expansion Master Plan design team made a presentation to the public about the intent and proposed design of the Master Plan (which is available on the City of Miami Beach website). Members of the public had the opportunity to make comments and ask questions of the participants. A video of the CDW is available on the City of Miami Beach website and minutes are included in Appendix A.Issues and comments discussed in these meetings include:The schedule and phasing of construction and amount of • continuous disruption is a concern and needs to be minimized and plans communicated.The shared courtyard space should be an important civic gathering • space for several adjacent buildings. (NWS)Review current position of bus transfer station and possible • relocation. (Hoteliers)Additional traf fi c, noise and fumes need to be considered along • the edge of the new loading docks and parking above. (MBBG)The access to the existing Holocaust Memorial parking lot should • not be impacted. (HM)Review the height of the new building for view impact and shadow • impact in relation to its neighbors to the north and west. (PVNA, HM).A headquarters hotel in the northern site can be planned to share • its open spaces with the historic buildings and energize the Canal Walk, possibly diverting visitors to the northeast portion of the site and promote the connection to the venues in that area including the Bass Museum.A future headquarters hotel to the south has more area to layout • its required program and can be a good segue to the side streets towards Lincoln Road, if the ground fl oor contains public amenities like retail and restaurants.
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834.1 PROPOSED MASTER PLAN SITE DESIGN The approach to the design of the Miami Beach Convention Center Expansion Master Plan started with reviewing the various in fl uences between the surrounding city and the MBCC, as discussed in Section 3.2. The existing MBCC is oriented to the east on Washington Avenue, which is where its original entry was located, and to the west on Convention Center Drive, which is where the entries of the added Halls C and D were located during the 1980s expansion. The current reality is that these entries don’t relate to the surrounding city leading the design team to reconsider the orientation of the building entry. The principal means of integrating the MBCC with the surrounding city is to have its frontage be to the south, since the shortest distance to Lincoln Road is to the south. This enables the conventioneers to easily fi lter to and from a pedestrian street that provides the visitors with amenities and easy access to the many other uniquely Miami Beach locations such as the beach and other venues. A close relationship between the MBCC entry and Lincoln Road also provides the local businesses with a large and varied clientele. Since the hotels and beach are to the east it is logical to have the primary entry focus to the southeast, closest to the conventioneers’ principal destinations. As shown in the Proposed Orientation diagram, the master plan design for the MBCC expansion re-orients the building to have the entry along the south side with the existing Washington Avenue entry as a secondary access that is connected to the principal south entry. This eliminates the confusion of the existing entries on two opposite sides of the MBCC. The new entry drive is accessed from the southeast corner on Washington Avenue. The new entry on the south side also is better oriented from a sustainable point of view, since the southern exposure will have less light and heat coming into the glazed pre-function areas. The deep overhangs provide the dual function of covering the entry drop-off area and shading the glass façade.The MBCC is a large economic engine for the city and its visitors are a large potential market and should go into the city and consume. The underlying strategy for the master plan design of the MBCC expansion is to encourage the fl ow of people between the MBCC and the city.
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84
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85As part of the planning for the Miami Beach Convention Center Expansion the design team looked at the fundamentals of planning of a convention center. They are generally organized around an arrival zone which has to have enough lanes to disembark people from their buses, vans and taxis quickly and ef fi ciently without interrupting traf fi c. It is also important to have a proper pre-function area through which one traverses to amenities such as restrooms, elevators and fi re stairs, into an exhibit hall that is sub-divisible depending on the size of the event. The exhibit hall is typically serviced by loading docks and receiving areas and other services at the other end of the facility. Generally these services are linear and located at the other side from the visitor entry and pre-function area as shown in the Typical Arrival / Loading diagram. The MBCC is not organized in the typical industry standard as a result of its earlier expansions which added halls by mirroring the original halls. The building also has two different service/loading zones, one at the north end and one to the south, next to the Jackie Gleason. The four exhibit halls are sub-divided into a square with a cross-shape divider so that there are also two pre-function space and therefore two front doors. For a visitor this is confusing as to which entry to use. If the hall is on the opposite side, the Skywalk was built so visitors can walk up and over the exhibit halls to the other entry and pre-function. The existing MBCC with its two entries also doesn’t have a clear dedicated drop-off, which was a principal issue the design team addressed in the master plan. Part of the design process was to re-organize the MBCC to be more like the typical planning of the halls with arrival on one side and a continuous service zone on the other side. Since the expansion couldn’t extend to the south of the existing MBCC site, the master plan design utilizes the large area of the on-grade parking to the west. This results in the pre-function and arrival being an L-shape that wraps around the existing halls and the additional halls. With this plan, there is a proper visitor drop-off area along a new dedicated drop-off avenue (the former 18th Street) on the south side and a secondary arrival on Washington Avenue. On the opposite side of the halls is a single uni fi ed loading/service area that can service in all directions. The Existing and Proposed Arrival diagram and Existing and Proposed Loading diagram illustrate the comparison of the existing organization of the halls in relation to their arrival and service zones.4.2 PROPOSED BUILDING MASTER PLAN
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87The cross-hatched area on the First Floor Plan of the master plan indicates the area of the existing exhibit halls but now in organized to be four rectangular halls that follow the classic planning diagram of arrival on side and service on the other side. On the east side of the existing halls is the renovated pre-function, which in its existing con fi guration is complicated with stairs and planters that make circulation dif fi cult. The proposed plan is to eliminate the obstacles and make it easy for visitors to move from the arrival, through the pre-function to the exhibit halls. The new pre-function to the south accesses the existing halls as well as the new exhibit halls added to the west. The continuous pre-function on the south and east sides of the halls allows visitors to access all of the halls and the rest of the event facilities.Additional loading docks on the other side of the exhibit halls were included in the master plan to meet the typical ratio of one per 10,000 SF of exhibit space. The current MBCC is de fi cient in loading docks in comparison to the ratio, which creates long waiting queues beyond the loading dock areas, invading areas that don’t belong to the MBCC loading zone. This issue has been resolved in the master plan by having an increased number of loading docks that are concealed from the streets and neighbors. The loading docks are also covered so the exhibit materials are protected from the tropical rains. The back-of-house areas of the existing MBCC are also de fi cient, with complaints about the size of the kitchens and catering facilities, as well as staff locker rooms and staff facilities. The back-of-house facilities have been increased and upgraded so that the MBCC can function with the proper support to provide the optimal visitor experience of being ef fi cient but invisible. 4.2 PROPOSED BUILDING MASTER PLAN
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Running east-west above the center of the existing halls is a Skywalk that interrupts the clear height of the exhibit halls so that it requires accessing the halls from the north and south sides, creating another obstacle particularly for shows like the boat show. The proposed plan improves this situation by eliminating the Skywalk so the existing exhibit hall space is a large fl exible space without any height restriction. Located above the transition between the existing and new exhibit halls, as per the Second Floor Plan, is a new mezzanine with a food court, which doesn’t exist now in the MBCC and is typical in other convention centers.
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89On the north and west interior sides of the expanded MBCC is the new garage that replaces the existing parking spaces on the two surface lots as well as providing additional spaces proportionate to the added exhibit area. The two existing surface lots currently provide 900 parking spaces and 160 parking spaces and will be replaced by the new garage with 1,500 parking spaces. This new public garage will feed directly to the expanded MBCC and will also be useful for visitors to the Holocaust Memorial, the Botanical Garden as well as the Little Theater and the Collins Canal landscaped pedestrian path to Collins Park. In comparison to the existing on-grade parking lots the new garage will have covered spaces providing protection from the heat and rain. The garage levels have planters along the perimeter that steps back at each level to create a landscaped façade that is an angled vertical extension of the landscaping in the adjacent Botanical Gardens and Holocaust Memorial.The traf fi c engineers have studied the preliminary traf fi c patterns so that the garage entries have entry and exit con fi gurations to ensure logical traf fi c fl ows with minimal impact to the surrounding traf fi c. The garage and traf fi c issues have been reviewed with Public Works, who had interesting ideas that have been incorporated into the design to deal with the garage access/egress. The traf fi c circulation for the bus and vans dropping off visitors was also studied, with the resulting entry drive having three lanes, one dedicated for the buses, one for passenger car drop-off and pick-up and the third for passing so there is minimal congestion. The goal of the traf fi c circulation was to locate all the drop-off and pick-up circulation on the new entry drive so that it doesn’t interfere with traf fi c on Meridian and Washington Avenues. (Refer to Section 4.3.2 for Transporation)One of the main issues that was the genesis for the MBCC redevelopment is that the existing MBCC doesn’t have a multi-use / ballroom. This is unusual compared to all the other convention centers in the US. The CS&L report stated a minimum 50,000 square feet multi-use / ballroom is necessary to make the MBCC competitive. The Third Floor Plan of the proposed expansion locates a sub-divisible 60,000 square foot multi-use ballroom. The size and con fi guration of the proposed multi-use / ballroom is appropriate for the size of the expanded MBCC and is competitive with other convention center ballrooms. It has direct access from the garage, which allows people to conveniently arrive directly and reduces people having to cross the surrounding streets from other garages. It also encourages people going to a ballroom event to go to the upper levels of the garage instead of the lower levels. Also on this level is an additional 22,000 SF multi-use room for smaller events. Additional meeting rooms that will support the exhibit hall activities for break out meetings, related seminars and business meetings are located at both the Third Floor and the Fourth Floor, addressing the need for more meeting room space by nearly doubling the amount of meeting space in the existing MBCC. The existing MBCC doesn’t have enough meeting rooms in relation to the exhibit space so the expansion addresses this need. Convention centers continue to be important to our society because this is where people fi nally get to meet face-to-face and not just by e-mail, phone and video-conferencing. The expanded MBCC will represent the value of the human interaction that makes convention centers a thriving business.4.2 PROPOSED BUILDING MASTER PLAN
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91Both multi-use / ballrooms have pre-function spaces for gathering before the event, sized as per the industry standard to be about a third of the multi-use / ballroom area. Each pre-function space has an outdoor terrace to take advantage of Miami Beach’s fi ne weather for an indoor-outdoor experience as well as natural light. The north pre-function has a terrace that overlooks the Botanical Garden and sunset view. The south pre-function space extends to the east and south, with views of the beach and the Art Deco district. The south terrace also overlooks a new public plaza where there is currently a surface parking lot at the corner of 17 th Street and Convention Center Drive. The new plaza will become the main square of the City. It is not only an anteroom and forecourt to the expanded MBCC but also to City Hall on its west side, creating a ceremonial and functional space for the city that can have events coordinated with those at the neighboring New World Symphony. In the center of the plaza, supporting the extended terrace above, is a restaurant pavilion that will animate it with outdoor tables and dining, like a Mediterranean piazza, with friendly pedestrian activity. The plaza also opens up the expanded MBCC entry area to the south and access to Lincoln Road along the arcade and shops that front the garage on Pennsylvania Avenue. The plaza will be landscaped and have a re fl ecting fountain, evoking South Florida’s natural geography of vegetation and water. The re fl ecting fountain is proposed to be a shallow sheet of water, mirroring the natural environment of Miami Beach. The fountain can also be easily drained to become a large plaza animated by public events.In addition to the central plaza, at the corner of Washington Avenue and 17 th Street, our established access ‘hub’, there is a diagonal pedestrian path that takes people across a new park to the new MBCC entry. Arriving by vehicle, the entry is accessed from Washington Avenue with the desired linear drop-off that has a small bend, which addresses the practical aspect of keeping the existing transformer vaults while also making an interesting form in both the entry drive and the building. The roof plan shows the various building heights, from the existing exhibit hall roof at about 50 feet, with a high point of 60 feet along Washington Avenue that drops down to 35 feet at other areas. The new building goes up to the maximum height of 100 feet where the multi-use / ballroom is located above the new exhibit halls. The new building drops to 50 feet for the parking garage along the sides of the Holocaust Memorial and the Botanical Gardens. Shadow studies done to analyze the impact to the neighbors led to dropping the height of the garage to the proposed 50 feet. From the east the sun is more horizontal so the 50 foot height has longer shadows in the morning while to the south, where the sun is more vertical, the shadows don’t extend as far. There is a canopy, lower than the main roof, for the drop-off at the top level of the garage and the north event terrace, as it overlooks the Holocaust Memorial, Botanical Gardens
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93 4.2 PROPOSED BUILDING MASTER PLANand over to the City Golf Course. The Volumetric Study views show the fi rst analyses of the building heights as well of the new terrace and garage, the existing exhibit hall, the new construction and the new plaza. These views also show the connections of the MBCC to the surrounding city. The connections to Lincoln Road are through all the north-south streets—Washington Avenue to the corner park and new entry, Pennsylvania Avenue that connects to the new plaza in the middle, Meridian Court and Meridian Avenue. The other views show the relationship to the neighbors, with the building massing stepping down as per the shadow studies to the Holocaust Memorial, Botanical Garden, Collins Canal, Little Theater and community center.The building sections show how the new loading is hidden under the garage so that loading activity is out of the way and invisible from the neighbors. The parking garage is also screened with perimeter planters that step back so that at each level the cars are not seen and the overall massing of the garage is low, as per the sun study and sight-line analysis. The sections also show the vertical organization of the existing and new exhibit halls, meeting rooms, multi-use /ballrooms and other building functions. The building elevations show the vertical fi ns and overhangs that are direct solar protection elements on multiple facades. In the South Elevation the line of the roof wraps around and creates a canopy over the drop-off for protection from the rain and sun and then continues to be the overhang for the pre-function terrace above. The East Elevation along Washington Avenue shows how 18 th Street is on axis with the gap between the two lower roof elements as the building drops down to 35 feet as it extends to the north. Along Meridian Avenue the curving forms on the West Elevation separate to create a portion of the façade that has greater height to provide access to the exhibit halls for the boats during the boat show. The garage planters are seen on the North and West Elevations, cascading down to the Botanical Garden and Holocaust Memorial. The aerial rendering views of the project show the pre-function terraces overlooking the plaza to the south and the Holocaust Memorial and Botanical Gardens to the north. The pedestrian level rendering view from the new plaza shows the waterfall from the terrace above into the re fl ecting fountain, with the canopy extending to protect the cars at the drop-off area. Through the transparent skin can be seen the escalators inside that bring visitors from the entry pre-function to the upper levels. The pedestrian level view of the drop-off also shows the new pre-function at the entry level that accesses the existing exhibit halls as well as the new exhibit halls and up to the upper level multi-use /ballrooms, a critical component in making the expanded MBCC successful.
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99AERIAL VIEW FROM DADE BOULVARD 4.2 PROPOSED BUILDING MASTER PLAN
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1034.3 FUNCTIONAL REPORTS The Miami Beach Convention Center Expansion Master Plan design team addressed the functional aspects of the new facility while developing the planning issues since the strength of a design is in the details as well as the overall concept. For a large convention center to be successful, the behind-the-scenes operations need to be carefully studied so that they have suf fi cient space and are fully coordinated with the fi nal project. These are all important aspects of the project that the design process took into consideration.The following sections describe the systems that were developed and coordinated with the overall design of the expanded MBCC, to the extent feasible during the Master Plan phase. The design team consultants have studied the existing facility (as discussed in Section 3.3) in relation to the expanded program and estimate the scope of the systems for the expanded MBCC. The intent of these Functional Reports is to anticipate as many aspects of the expanded MBCC project that will need to be developed once it proceeds from Master Plan Phase to building design.The scope of work addressed in these sections was included in the cost analysis that was prepared as part of the Master Plan (refer to Section 5).
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from existing 17th Street box culvert to new 18th St. drainage system.CC Drive (between 17th St. & 19th St.) – according to the City’s • information provided, no drainage utilities exist between 17th St. and 18th St. Existing roadway drainage utilities will be demolished. Existing RWL’s that connect to the CC along CC Drive between 18th St. & 19th St. need to be rerouted to connect to proposed catch basins along 18th St. or the 19th St. loading area.General Comments – maintain all existing outfall connections to • Collins Canal and existing connections to large box culvert on 17th Street. The impervious area remains relatively consistent for pre-construction and post-construction conditions. The local drainage authority (DERM) may require some additional pretreatment improvements to be installed prior to discharge into the Collins Canal outfalls.POTABLE WATER North Side of Convention Center – replace existing water main, • hydrants, and connections to CC with new proposed 12-inch minimum water main, hydrants per code, and new fi re & domestic service connections where required. Connect to existing 20-inch water mains on both Washington Ave. and CC Drive.CC Drive (between 19th St. & Dade Blvd.) –maintain existing 20-• inch water main. Demolish existing fi re and domestic services and hydrants and add new as required.19th Street (between CC Drive & Meridian Ave.) – install new 20-• inch water main and hydrants per code to loop back to CC Drive at 18th St.Meridian Ave. (between 18th St. & 19th St.) – install new 20-inch • water main and hydrants per code.18th Street (between CC Drive & Meridian Ave.) – install new 20-• inch water main, domestic services, fi re services, and hydrants per code. Connect existing loop around City Hall and continue east along 18th Street.18th Street (between Washington Ave. & CC Drive) – install new • 20-inch water main and hydrants per code. Reconnect existing services and hydrants as necessary and tie into existing 20-inch main within Washington Ave.CC Drive (between 17th St. & 18th St.) – allow existing 20-inch • water main to remain in its existing location and strategically design/install proposed planting/hardscape improvements over/around the existing water main utilities.
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Ex
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1074.3.2 TRANSPORTATION TRANSPORTATION IMPACTS The expansion of the Miami Beach Convention Center (MBCC) is anticipated to affect transportation conditions in the surrounding areas. The expansion of the facility will allow for events to occur with higher frequency and simultaneously as preparation/set-up for one event can be held as another event is occurring/torn-down. The proposed expansion will also alter parking supply/demand within the parking facilities in the area, and the proposed modi fi cations to the existing street network will divert existing traf fi c to different roadways Traf fi c Volumes The proposed expansion represents an increase of approximately 200,000 square feet of exhibition area, 96,780 square feet of meeting space, and 60,000 square feet of ballroom space. Although the expansion will provide area for larger conventions/events, the increase in building area is not expected to increase the associated traf fi c volumes for a typical event. The increase will allow for events to occur with higher frequency as preparation/set-up for one event can be held simultaneously as an event is occurring/torn-down. Therefore, peak traf fi c volumes associated with MBCC events will occur more often throughout a calendar year after the venue is expanded. Trip generation calculations are typically performed using the latest version of the Institute of Transportation Engineer’s (ITE) Trip Generation Manual. However the Trip Generation Manual does not provide trip generation rates or equations for convention center and ballroom land uses. Therefore, trip generation calculations were developed based on an area parking utilization comparison. Trip generation calculations were developed based on the vehicular traf fi c accessing the nearby parking facilities including Surface Lot P, City Hall Parking Garage, and the 17th Street Parking Garage. A comparison of vehicles entering and exiting the nearby parking facilities on days when events occur and typical days when events were not in operation was made. The additional amount of traf fi c entering and exiting the parking facilities on days when events occur is expected to be a result of events at MBCC, as a result this traf fi c is assumed as the trip generation for the MBCC. The existing MBCC is estimated to generate approximately 517 peak hour trips. A trip generation rate per 1,000 square-feet was calculated based on the square-footage of the existing facility. This trip generation rate was then applied to the proposed expansion square-footage and results in an estimated trip generation of 1,072 P.M. peak hour trips. Table 1 summarizes the results of the comparison of vehicular traf fi c and convention center trip generation.
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109 4.3.2 TRANSPORTATIONDeliveries will arrive through the intersection of Dade Boulevard and Convention Center Drive and exit at the intersection of 19th Street and Meridian Avenue. The trucks will exit on to Meridian Avenue northbound toward Dade Boulevard. Summary The planned expansion is anticipated to have signi fi cant transportation impacts within the vicinity of the project site. The increase in facility size is expected to increase the intensity and frequency of event traf fi c volumes in the surrounding area. The relocation of site parking areas/access points will alter traf fi c impacts in the area and will potentially increase traf fi c volumes along roadways such as Meridian Avenue. Additionally, delivery routing changes may require geometric improvements to roadways along the proposed route.
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111 4.3.2 TRANSPORTATIONFUTURE TRANSPORTATION ANALYSIS The impacts associated with the planning expansion will be addressed in future stage of project implementation. The following sections summarize the issues that require further examination.Operational/Capacity Impacts The most signi fi cant issue related to the proposed expansion project is the impact of the changes in traf fi c volumes and patterns along roadways and intersections in the vicinity of the site. Operational de fi ciencies created by the project’s traf fi c should be addressed in a effort of provide adequate access and mobility for both residents and visitors. At a minimum, a detailed operational/capacity analysis is recommended to include the following corridors: Meridian Avenue, 17th Street, Washington Avenue, and Dade Boulevard. At a minimum, it is recommended that the analysis examine the following intersections:Washington Avenue and Lincoln Road • Washington Avenue and 17th Street • Washington Avenue and 18th Street/18th Court • Washington Avenue and 19th Street • Washington Avenue and Dade Boulevard • 17th Street and Meridian Avenue • 17th Street and Meridian Court • 17th Street and Convention Center Drive • 17th Street and Pennsylvania Avenue • Meridian Avenue and Meridian Court • Meridian Avenue and 18th Street • Meridian Avenue and 19th Street • Meridian Avenue and Dade Boulevard • Dade Boulevard and Convention Center Drive •
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113PedestriansAn evaluation of both the existing and proposed pedestrian network is recommended for future implementation stages. The network evaluation should examine issues including both pedestrian connectivity as well as the pedestrian environment. Connectivity should address the availability of sidewalks to/from major pedestrian origins/destinations. A review of the pedestrian environment should include the frequency and quality of amenities including canopy trees, benches, etc. The connectivity evaluation should address sidewalks to the Holocaust Memorial and Miami Beach Botanical Gardens located at the southeast quadrant of Meridian Avenue and Dade Boulevard. Bicycle Facilities Future development stages of the expansion project should include an evaluation of existing and planned bicycle facilities along the corridors adjacent the site. The City’s current bicycle network plan includes signi fi cant proposed facilities along 19th Street, Convention Center Drive, and Dade Boulevard that will be impacted by the proposed expansion. Further evaluation of these facilities may include the location of secure bicycle storage and bike rack for employees in and around the facilities to promote this alternative mode.Public Transit South Beach’s urban development patterns have generated signi fi cant public ridership demands. As a result, it is recommended that public transit infrastructure be evaluated as part of the redevelopment of the Convention Center. The proximity of the site to Lincoln Road, Washington Avenue and Collins Avenue make it a centralized location for transit boardings, alightings, and transfers. Currently, seven (7) Miami-Dade Transit (MDT) Metrobus routes operate along 17th Street within the vicinity of MBCC. Therefore it is recommended that future development stages examine the need and potential locations for a transit superstop. The superstop would consist of several “saw tooth” bus bays, shelter, benches and other transit amenities. The location should be convenient for both pedestrians and transit buses to access.Summary It is recommended that future stages of the development of MBCC’s expansion plan further evaluate impacts on the transportation network. Conventional traf fi c capacity/operational analysis should be conducted to quantify the additional impacts of the expansion of both exhibition area and ballroom space. It is essential that the analysis examine the impacts of the proposed modi fi cations to the surrounding roadway network as well as identify countermeasures to reduce traf fi c intrusion into nearby neighborhoods. Finally, future stages of the master plan should examine potential improvements to enhance other modes in the area including pedestrian, bicycle, and transit. These evaluations will ensure that the project will become an asset to the community.
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1154.3.3 PLANNING The principal planning issues that impacted the Master Plan for the Miami Beach Convention Center Expansion were the 100 foot height limit and how the building addressed each of the streets it faces. The zoning regulations for the Civic and Convention Center (CCC) District, where the MBCC is located, restrict the building height to 100 feet maximum. The direction from the City of Miami Beach was that this height limit could not be exceeded since a referendum would be required. While other convention centers in dense urban locations have stacked the exhibit halls in order to provide the necessary space to be competitive but on a limited footprint, that scenario is not feasible for the MBCC. Since the parking lot to the west of the existing MBCC allowed the site to increase, the program for the expanded MBCC was accommodated in a horizontal layout within the 100 feet height. The setback requirements for the CCC District are not as speci fi c as those for the building height, stating that they are to be an average of the requirements of the surrounding zoning districts and con fi rmed by the Planning and Zoning Department. The design for the expanded MBCC proposes the setbacks be as per either the existing MBCC setback, where applicable, or as per the setbacks of adjacent buildings. Street View Sections were prepared in order to study the relationship of the proposed building façade to the streetscape, including the width of the street, the height of the buildings across the street and the pedestrian experience. Sections A and B are Street View Sections along Washington Avenue (A taken at the north end and B at the south end). The façade is at the same distance from the street as the existing Washington Avenue façade, with a canopy and screen wall extending out over the Washington Avenue drop-off to the same extent as the existing canopy. Section B at the south end of building along Washington Avenue has a higher roof than at the north end, corresponding to the greater height of the buildings across the street.Sections C and D are Street View Sections along Meridian Avenue. Section C is taken at the north end through the garage, which is 50 feet high. The façade of the new garage angles up and out from the street level garage entry to a setback of 18 feet at the Second Floor and 4 feet at its roof. Section D shows the relationship of the new exhibit hall and meeting room levels above to the street. The façade is setback 18’-8” to align with the façade of the City of Miami Beach Parking Garage / Of fi ce building so that there is a consistent frontage on the east side of Meridian, which is also the case for the frontage on the west side. The sidewalk here will be wider than the existing sidewalk and covered by the overhanging open screen / balcony, which shields the facades of the meeting room pre-function rooms above.Sections E and F are Street View Sections along the new entry drive, with Section E taken at the new plaza and Section F taken at the west end opposite the City of Miami Beach Parking Garage / Of fi ce building. To protect visitors getting into and out of their vehicles along the drop off, the roof wraps down and around to become a canopy that extends out to the edge of the street, approximately 20 feet.
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1174.3.4 FOOD SERVICE See Section 3.1.3 for an Overview of the existing MBCC food services.Expansion Areas The following is an audit of the food service spaces, which will be included in and part of the new expansion of the Miami Beach Convention Center:Loading Dock Primary food deliveries will be received at the facility’s food service clean dock area. Space for the of fl oading of food and other supplies for the food service operation will be provided. The loading dock area needs to include one (1) dedicated loading zone for food service products and one (1) dedicated compactor. This is highly recommended because the delivery of food service products occurs throughout the day and food delivery trucks carrying perishable items cannot wait for of fl oading or unloading in an unprotected area in the general receiving area. The dock area should be located with direct access through the back-of-house service corridor system and service elevators to the food storage areas and the main production area for quick delivery of perishable products. The new system shall be designed to accommodate the HACCP requirements.Receiving Area The receiving area shall be directly adjacent to the loading dock. This area shall include a receiving scale that will be located, so all incoming food products can be weighed and checked for quality and quantity upon arrival, ensuring proper food cost and inventory controls. A receiving of fi ce is needed. This of fi ce can consist of an open area with a wall-mounted desk, if space is restricted. A staff member of the kitchen will be present whenever food products are being delivered and a space is needed to check and sign off on deliveries.Ideally, the receiving area will include a small walk-in refrigerator and freezer to keep delivered products at the correct and safe temperature until they can be transported to the food storage area or main production kitchen. During large functions with meal service in the exhibit halls, this cooler can also be used to temporarily keep cold foods at the correct temperature before service. A small space, protected from the elements, should also be available for the temporary storage of dry goods. The receiving area needs to be enclosed, properly conditioned for food deliveries, and shall be adjacent to a service elevator that connects with the back-of-house service corridor system. A security of fi ce needs to be in place at the receiving dock, so no unwanted deliveries or persons can enter the facility at this location.
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contamination. However, it needs to be directly adjacent to the kitchen, so staff can return to the kitchen immediately after dropping of soiled ware and clean dishes can easily travel from the dish storage area to the food production area. In addition to the dishroom, a pot washing area will be provided for quick turnaround of pots, pans, and utensils to the cooks.The kitchen will include two (2) of fi ces for the executive chef and the sous chef. A small tasting room will be incorporated within the of fi ce area.Kosher Kitchen A kosher kitchen is needed for the preparation of meals for kosher events within the facility. Having the ability to prepare such foods increases the convention center’s ability to market itself to a larger group of potential attendees. The basic requirement of the kosher kitchen is to perform, cooking and assembly for kosher events.The kosher kitchen shall be located adjacent to the main production kitchen, the food storage area and the back-of-house service corridor system. It will require separate food storage areas, so none of the food products can mix with the nonkosher items.Food items will be prepared, weighed, measured, assembled, cooked and portioned in the kosher kitchen, which will produce all food for such events in the convention center - the new expansion, and the existing facilities. Such events can take place in the new and existing meeting rooms and even in the ballroom. Food designated for the meeting rooms, will be transported in bulk in mobile heated or refrigerated carts. In the ideal scenario, there will be a designated kosher pantry nearby each meeting room block. However, it will be possible to prepare the standard support pantries in such a way that they can be used as a kosher pantry prior to the kosher event. Foods prepared for service in the ballroom, will be plated in the kosher kitchen, and then be transported and held in mobile heated and refrigerated banquet carts, which will be parked in the service corridor.All soiled dishes from kosher events will be returned to the kosher dishwashing area in the kosher kitchen. All utensils, china, silverware, etc., will be kept strictly separated from the main dishes.
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Employee’s Facility The employee’s facility should be located strategically near the food service department, which has quick access to service corridors within the facility. The employee’s facility shall be sized to accommodate uniform dispensing, a locker/shower area and a grooming area. Staff will be served daily meals from a cafeteria-style serving line that can be augmented, and which is fl exible enough to accommodate the fl uctuating number of employees during events. Also, a buffet line should be available to assist when the facility is at full capacity. The buffet should be designed and sized to serve several hundred employees during large events.Existing Areas Receiving Area · The former food service receiving area will become obsolete once the production kitchen and new loading dock with receiving area are in place. This area may be converted to a different function.Kosher Kitchen The recently completed kosher kitchen is small and short of a standard kosher kitchen that can comply with all the Kashrut requirements; however, it may provide the needed service in the interim, until the facility is renovated and the new kitchen is built. The dishwashing area is located too close to the cooking area and needs to be physically separated from all food production, so cross-contamination between soiled dishes and food are eliminated. No frozen food storage is provided, and the refrigerated storage should be divided into produce, dairy, and meat according to kosher regulations.The line-up of the cooking equipment should be restudied to avoid placing deep-fat fryers next to open-fl ame equipment, such as chargrills, as this may be a fi re hazard. An area for food prep should be provided to ensure that Kashrut rules can be maintained without mixing utensils. The proposed location for the expansion of the kosher kitchen is adjacent to the main production kitchen, and next to the service corridors and vertical transportation.Support Kitchen A (Former Production Kitchen) · The former production kitchen will convert to a support and fi nishing kitchen when the new production kitchen is operational. Preprepared foods will be brought to this location in bulk from the main kitchen and be held in refrigerators until retheramlizing and fi nishing prior to an event in the exhibit hall or meeting rooms in the existing part of the convention center. 4.3.4 FOOD SERVICE
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121 4.3.4 FOOD SERVICESPACE DESCRIPTION Total NET SF GROSS SF DOCK AREA Soiled Dock 350 403 Receiving Dock 980 1,176 Waste Management Area 580 725 Subtotal 1,910 2,304 MAIN PRODUCTION KITCHEN | BALLROOM LEVEL Food Storage Area 1,150 1,323 Dry Storage 2,110 2,532 Beverage Storage 1,200 1,440 Ice Production Area 260 312 Food Prep Area 2,900 3,625 Warewashing Area 2,380 2,975 Subtotal 10,000 12,207 KOSHER KITCHEN Storage Area 940 1,128 Prep Area 1,320 1,584 Warewashing Area 2,120 2,544 Subtotal 4,380 5,256 FOOD COURT Servery 5,480 7,672 Servery Support Area 2,840 3,550 Warewashing Area 960 1,152 Support Area 320 368 Public Seating 10,500 13,125 Subtotal 20,100 25,867 EMPLOYEE FACILITY Security & Uniform Issue 800 1,000 Employee Areas 4,718 5,898 Subtotal 5,518 6,898 FOOD SERVICE MANAGMENT OFFICE Of fi ces 1,910 2,292 Subtotal 1,910 2,292 FOOD CONCESSIONS Exhibit Hall A/B 3,200 4,000 Exhibit Hall C/D 3,200 4,000 New Exhibit Hall 2,200 2,750 Subtotal 8,600 10,750 MEETING ROOM PANTRIES Meeting Room Pantry | Second Level 1,240 1,550 Meeting Room/Ballroom Pantry | Fourth Level 2,560 3,200 Meeting Room Pantry | Fifth Level 2,560 3,200 Subtotal 6,360 7,950 TOTAL 58,778 73,523
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ICE PRODUCTION AREA Ice Making Room 1 140 140 Ice Storage Freezer 1 120 120 -20 degrees Fahrenheit.TOTAL NSF 260 20% Circulation 52 GROSS SF 312 FOOD PREP AREA Cold Prep (Garde Manger) 1 320 320 Garde Manger Cooler 1 120 120 Meat/Fish Prep 1 280 280 Meat/Fish Cooler 1 100 100 Hot Prep Area 1 300 300 Bulk Cooking 1 400 400 Chef’s Cooler 1 180 180 Finishing 1 210 210 Plating Area 1 260 260 Holding Cooler 1 180 180 Holding Freezer 1 80 80 Cart Park Area 1 200 200 Chef’s Of fi ce 1 100 100 Janitor’s Closet 1 50 50 Toilets 2 60 120 TOTAL NSF 2,900 25% Circulation 725 GROSS SF 3,625 WAREWASHING AREA Trash Holding 1 120 120 Cart Wash Area 1 80 80 Janitor’s Closet 1 50 50 Detergent Closet 1 40 40 Soiled Cart Holding 1 400 400 Warewashing 1 600 600 Pulper Room 1 100 100 Clean Dish Holding 1 250 250 Clean Cart Holding 1 200 200 Pot & Pan Washing 1 420 420 Clean Staging 1 120 120 TOTAL NSF 2,380 25% Circulation 595 GROSS SF 2,975
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PUBLIC SEATING Seating Area 700 15 10,500 2 seating zones x 350 seats each = 700 seats.700 seats x 2.5 turns = 1,750 served.TOTAL NSF 10,500 25% Circulation 2,625 GROSS SF 13,125 Employee Facility Located next to Main Production Kitchen, Ballroom Level 3.SECURITY & UNIFORM ISSUE Security Of fi ce 1 0 0 Part of Receiving, Loading & Dock Area.Arrival Security 1 200 200 Verify security level desired; to be con fi rmed by security consultant.Employee Uniform Issue 1 600 600 Verify uniform system desired: manual or automated, full-time or part-time employee.TOTAL NSF 800 25% Circulation 200 GROSS SF 1,000 EMPLOYEE AREAS Changing Rooms Male Toilets 6 28 168 Male Grooming 1 150 150 Female Toilets 6 30 180 Female Grooming 1 200 200 Lockers Male Lockers 140 3 210 Half size.Female Lockers 100 3 150 Half size.Janitor’s Closet/Supplies 1 60 60 Employee Dining 150 15 2,250 Servery 1 1200 1,200 Vending 1 150 150 TOTAL NSF 4,718 25% Circulation 1,180 GROSS SF 5,898 4.3.4 FOOD SERVICE
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127INTRODUCTION This document is the Fire Life Safety Report for the Miami Beach Convention Center Expansion Master Plan. This report provides the basic fi re protection and life safety code requirements for the design and construction of the convention center. The purpose of this document is to provide basic code criteria to help coordinate the efforts of the design team with regard to life safety requirements.GENERAL DESCRIPTION The project will be a convention center of approximately 2,700,000 square feet located in the City of Miami Beach between Washington and Meridian Avenues and 18th Street and the Collins Canal at Dade Boulevard.The project consists which will be constructed in phases over several years will consist of an exhibit space and meeting room addition to the existing convention center which will be renovated to form a uni fi ed facility and an attached multi-story parking garage. APPLICABLE CODES The following codes are the applicable building codes for this project. This report, however, is based on the fi re and life safety requirements found in the International Building Code and the International Fire Code only.City of Miami Beach Zoning Ordinance 2005 International Building Code, with City Amendments 2005 International Fire Code, with City Amendments 2005 National Electrical Code/NFPA-70 2005 International Mechanical Code, with City of Amendments 2005 International Energy Conservation Code, with 2004 supplement, and City Amendments 2004 A17.1 Safety Code for Elevators and Escalators 2003 A18.1 Safety Standard for Platform Lifts and Stairway Chair Lifts4.3.5 LIFE SAFETY
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c)
Floor coverings - 1/2 inch d) Exterior wall openings – The total allowable area of 3. unprotected openings and protected openings in an exterior wall is based on the overall area of the wall itself. The following table summarizes the allowable area of the openings as a percentage of the wall area.
FINAL DRAFT
Ex
p
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4.3.5 LIFE SAFETYEmergency power for the egress lighting will be provided by 5. the onsite generator and/or battery standby power for a period of not less than 90 minutes. (1006.3) Doors H. Doors will have a minimum clear width of 32 inches. 1. Doors will swing in the direction of egress travel, where the 2. door serves an occupant load of 50 or more. Doors in the required means of egress will be readily openable 3. without the use of a key, special knowledge or effort. Exit Passageways I. The Exit passageway serving Stair 2 will have a minimum 1. 1¬hour rating. Openings will be limited to those necessary for egress from 2. normally occupied spaces.Horizontal Exits J. Horizontal exits are allowed to account for up to 50 percent of 1. the occupants exiting from a space. The horizontal exit will completely separate the fl oor served 2. by the exit into two compartments. The separation will be a 2-hour fi re barrier, and extend from exterior wall to exterior wall. Openings in the horizontal exit will be self-closing. Doors in the 3. horizontal exit will have a 90-minute fi re resistance rating. The refuge area for the horizontal exit is sized to accommodate 4. the original occupants of the space, plus the occupants horizontally exiting into the space at a ratio of at least three square feet per person. Exit Discharge K. Exits must discharge to the exterior of the building. However, 1. up to 50 percent of the number and capacity of exits may discharge through areas on the level of exit discharge. In order to comply with the 50 percent exit discharge provisions, 2. the building meets the following criteria. A path of egress to the exterior of the building is clear, a) unobstructed, and readily visible from the point of exit discharge. The fi rst fl oor is separated from the lower level by a b) minimum of 2-hour construction. The entire building is protected throughout by an automatic c) sprinkler system.
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Audible alarm noti fi cation appliances will be located a) throughout the building to provide a sound intensity at least 15 dBA above the average ambient or 5 dBA above the maximum sound level having a duration of at least 60 seconds in every occupied space within the building. At least 90 dBA should be provided in mechanical (1) equipment rooms and 70 dBA in all other areas. The maximum sound pressure level for an audible (2) alarm indicating appliance is 120 dBA at the minimum hearing distance from the audible appliance. The alarm noti fi cation device shall sound a distinct (3) sound used for no other purpose than the fi re alarm. Visible alarms will be installed in all areas accessible to b) the public. Power Supply C. The primary power supply source for the fi re alarm system will be from the normal utility service. Emergency power will be from a battery backup power supply sized in accordance with NFPA 72. The system will also be supplied by the emergency generator.Special Functions D. The fi re alarm system will initiate elevator recall. 1. The fi re alarm system will initiate stairway pressurization. 2. The fi re alarm system will include an approved, two-way, Fire 3. Department communication system. It will operate between the Fire Command Center and all elevators, elevator lobbies, emergency and standby power rooms, fi re pump rooms, areas of refuge and inside enclosed exit stairs on each level in each stair.Single and multiple station smoke alarms E. Location - Single and multiple station smoke alarms will be 1. provided according to Code.Power supply – Smoke alarms will receive their primary power 2. from the building electrical system. Secondary power will be provided either by battery backup or by the building emergency power system. The wiring will be free from disconnects other than those required for over-current protection. Interconnection – Where more than one smoke alarm is 3. required in an area, all smoke alarms within that area will sound when a single detector is activated. The single and multiple station smoke alarms will not initiate 4. the building fi re alarm system. 4.3.5 LIFE SAFETY
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EMERGENCY ELECTRICAL AND STANDBY POWER SYSTEMS IX. Emergency Electrical System A. Emergency electrical systems and standby power systems 1. will conform to NFPA 70, NFPA 110 and NFPA 111. Emergency electrical and standby power systems are required 2. as follows: Standby power loads a) Elevators (1) Elevator equipment room air conditioning (2) Smokeproof enclosures (3) Electrical fi re pump (4) Power and lighting for the Fire Command Center (5) Emergency power loads b) Exit signs and means of egress illumination (1) Elevator car lighting (2) Automatic fi re detection systems (3) Fire alarm systems (4) Stairwell door unlocking systems (5)
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1334.3.6 M/E/P/FP TABLE #1 . AIR HANDLER UNITS Equip. Location Area ServedVAV #Comment AHU-1 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-2 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-3 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-4 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-5 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-6 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-7 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-8 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-9 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-10 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-11 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-12 Cat Walk Hall C N/A EXIST. TO REMAIN AHU-13 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-14 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-15 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-16 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-17 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-18 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-19 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-20 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-21 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-22 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-23 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-24 Cat Walk Hall A N/A EXIST. TO REMAIN AHU-25 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-26 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-27 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-28 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-29 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-30 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-31 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-32 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-33 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-34 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-35 Cat Walk Hall B N/A EXIST. TO REMAIN AHU-36 Cat Walk Hall B N/A EXIST. TO REMAIN MECHANICAL (Refer to Section 3.1.6 for a review of the Existing MBCC HVAC Systems)I. PROPOSED DEMOLITION:In order to accommodate the proposed expansion/renovation of the convention center some of the HVAC equipment needs to be replaced. This will include the air-handling unit, chilled water piping and exhaust fans. 1. AIR HANDLER UNITS:The following table #1 lists air handling units and associated variable air volume boxes and with possible action. Refer to drawing MD-1 and MD-2 "HVAC Demolition" for equipment location.
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AHU-64 Cat Walk Hall D N/A EXIST. TO REMAIN AHU-65 Cat Walk Hall D N/A EXIST. TO REMAIN AHU-66 Cat Walk Hall D N/A EXIST. TO REMAIN AHU-67 Cat Walk Hall D N/A EXIST. TO REMAIN AHU-68 Cat Walk Hall D N/A EXIST. TO REMAIN AHU-69 Cat Walk Hall D N/A EXIST. TO REMAIN AHU-70 Cat Walk Hall D N/A EXIST. TO REMAIN AHU-71 Cat Walk Hall D N/A EXIST. TO REMAIN AHU-72 Cat Walk Hall D N/A EXIST. TO REMAIN AHU-76 2nd Fl Mech. Rm. Lobby EXIST. TO BE REMOVED AHU-73 2nd Fl South Side C Ballroom 125 N/A EXIST. TO BE REMOVED AHU-74 2nd Fl South Side C Ballroom 126 N/A EXIST. TO BE REMOVED AHU-77 2nd Fl Mechanical Room Lobby N/A EXIST. TO BE REMOVED AHU-78 2nd Fl Mechanical Rm.219A VAV 159 EXIST. TO BE REMOVED 219B VAV 160 EXIST. TO BE REMOVED 219C VAV 161 EXIST. TO BE REMOVED 219D VAV 162 EXIST. TO BE REMOVED AHU-79 Lobby N/A EXIST. TO BE REMOVED AHU-80 2nd Fl Mechanical Rm.223A VAV 149 EXIST. TO BE REMOVED 223B VAV 150 EXIST. TO BE REMOVED 224A VAV 151 EXIST. TO BE REMOVED 224B VAV 152 EXIST. TO BE REMOVED AHU-81 2nd Fl Mechanical Rm.233A VAV 125 EXIST. TO BE REMOVED 233B VAV 126 EXIST. TO BE REMOVED 234A VAV 127 EXIST. TO BE REMOVED 234B VAV 128 EXIST. TO BE REMOVED AHU-82 2nd Fl Mechanical Room 235A VAV 110 EXIST. TO BE REMOVED 235B VAV 111 EXIST. TO BE REMOVED 236A VAV 112 EXIST. TO BE REMOVED 236B VAV 113 EXIST. TO BE REMOVED AHU-83 Lobby D N/A EXIST. TO BE REMOVED AHU-84 2nd Fl Mechanical Room 240A VAV 114 EXIST. TO BE REMOVED 240B VAV 115 EXIST. TO BE REMOVED 241A VAV 116 EXIST. TO BE REMOVED 241B VAV 117 EXIST. TO BE REMOVED 241C VAV 118 EXIST. TO BE REMOVED AHU-85 2nd Level Concourse D EXIST. TO BE REMOVED AHU-86 D Ball Room 130/131 EXIST. TO BE REMOVED AHU-87 D Ball Room 128/131 EXIST. TO BE REMOVED AHU-88 D Ball Room 128/129 EXIST. TO BE REMOVED AHU-89 D Lobby EXIST. TO BE REMOVED AHU-90 231A VAV 133 EXIST. TO BE REMOVED 231B VAV 134 EXIST. TO BE REMOVED 232A VAV 135 EXIST. TO BE REMOVED 232B VAV 136 EXIST. TO BE REMOVED AHU-91 229A VAV 129 EXIST. TO BE REMOVED 229B VAV 130 EXIST. TO BE REMOVED 230A VAV 131 EXIST. TO BE REMOVED 230B VAV 132 EXIST. TO BE REMOVED AHU-92 227A VAV 145 EXIST. TO BE REMOVED
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5
V
A
V
4
4
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
R1
A
C
N
V
A
V
4
7
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
R1
A
C
S
V
A
V
4
8
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
R1
A
A
A
V
A
V
5
2
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
R1
A
A
B
V
A
V
5
1
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
R1
A
A
C
V
A
V
5
0
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
R1
A
A
D
V
A
V
4
9
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
R1
A
S
E
R
V
V
A
V
5
3
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
TA
B
L
E
#
1
.
A
I
R
H
A
N
D
L
E
R
U
N
I
T
S
Eq
u
i
p
.
L
o
c
a
t
i
o
n
A
r
e
a
Se
r
v
e
d
VA
V
#
Co
m
m
e
n
t
TA
B
L
E
#
1
.
A
I
R
H
A
N
D
L
E
R
U
N
I
T
S
Eq
u
i
p
.
L
o
c
a
t
i
o
n
A
r
e
a
Se
r
v
e
d
VA
V
#
Co
m
m
e
n
t
TABLE #1 . AIR HANDLER UNITS Equip. Location Area ServedVAV #Comment
FINAL DRAFT
Ex
p
a
n
s
i
o
n
a
n
d
E
n
h
a
n
c
e
m
e
n
t
:
Mi
a
m
i
B
e
a
c
h
C
o
n
v
e
n
t
i
o
n
C
e
n
t
e
r
a
n
d
C
o
n
f
e
r
e
n
c
e
F
a
c
i
l
i
t
y
135
22
7
B
V
A
V
1
4
6
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
8
A
V
A
V
1
4
7
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
8
B
V
A
V
1
4
8
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
9
3
2
2
5
A
V
A
V
1
4
1
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
5
B
V
A
V
1
4
2
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
6
A
V
A
V
1
4
3
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
6
B
V
A
V
1
4
4
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
EX
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
9
4
1
2
7
A
V
A
V
1
3
7
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
12
7
B
V
A
V
1
3
8
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
12
7
C
V
A
V
1
3
9
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
12
7
D
V
A
V
1
4
0
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
9
5
Bo
x
O
f
fi c
e
/
F
i
r
s
t
Ai
d
EX
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
9
6
Bo
x
O
f
fi c
e
/
F
i
r
s
t
Ai
d
EX
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
9
7
F
i
r
s
t
fl o
o
r
?
?
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
9
8
C
i
t
y
S
t
o
r
a
g
e
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
9
9
El
e
c
t
r
i
c
a
l
R
m
2n
d
F
l
EX
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
1
0
0
W
e
s
t
F
o
o
d
C
o
u
r
t
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
EX
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
1
0
1
2
2
0
A
V
A
V
1
5
3
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
0
B
V
A
V
1
5
4
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
1
A
V
A
V
1
5
5
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
1
B
V
A
V
1
5
6
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
2
A
V
A
V
1
5
7
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
22
2
B
V
A
V
1
5
8
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
1
0
2
N
W
D
i
n
n
i
n
g
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
1
0
3
Be
h
i
n
d
C
B
o
x
Of
fi c
e
EX
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
1
0
4
2
3
7
A
V
A
V
1
1
9
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
23
7
B
V
A
V
1
2
0
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
23
8
A
V
A
V
1
2
1
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
23
8
B
V
A
V
1
2
2
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
23
9
A
V
A
V
1
2
3
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
23
9
B
V
A
V
1
2
4
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
1
0
5
3R
D
F
l
o
o
r
E
x
e
c
u
t
i
v
e
of
f
EX
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
30
4
V
A
V
2
0
0
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
30
8
V
A
V
2
0
1
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
30
6
V
A
V
2
0
2
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
30
2
V
A
V
2
0
3
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
S.
E
X
E
C
V
A
V
2
0
4
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
30
3
V
A
V
2
0
5
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
30
1
V
A
V
2
0
6
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
30
0
S
.
V
A
V
2
0
7
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
S.
R
E
C
E
P
V
A
V
2
0
8
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
EX
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
1
0
6
3
R
D
F
l
o
o
r
3
1
8
V
A
V
2
0
9
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
30
0
N
.
V
A
V
2
1
0
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
31
7
V
A
V
2
1
1
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
31
6
V
A
V
2
1
2
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
31
4
V
A
V
2
1
3
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
30
3
V
A
V
2
1
4
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
31
1
V
A
V
2
1
5
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
31
2
V
A
V
2
1
6
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AH
U
-
1
0
7
D
S
t
u
d
i
o
-
L
o
b
b
y
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
4.3.6 M / E / P / FP
AH
U
-
1
0
8
D
S
t
u
d
i
o
-
L
o
b
b
y
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AC
-
9
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AC
-
1
3
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
AC
-
1
4
G
N
D
F
l
o
o
r
E
X
I
S
T
.
T
O
B
E
R
E
M
O
V
E
D
RT
U
-
1
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
A
I
N
RT
U
-
2
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
A
I
N
RT
U
-
3
A
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
O
V
E
RT
U
-
3
B
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
O
V
E
RT
U
-
4
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
A
I
N
RT
U
-
5
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
A
I
N
RT
U
-
6
A
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
A
I
N
RT
U
-
6
B
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
A
I
N
AC
-
7
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
O
V
E
AC
-
8
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
O
V
E
AC
-
1
5
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
O
V
E
AC
-
1
5
R
o
o
f
E
X
I
S
T
.
T
O
R
E
M
O
V
E
2. EXHAUST /SUPPLY FANS:The following table #2 listed the fans and possible action to accommodate demolishing/ expansion of the convention center. Refer to drawing MD-3 "HVAC Demolition" for fan equipment location.TABLE #2 . EXHAUST FANS Equipment Area Served Comments EF-1 EXISTING TO REMAIN EF-2 EXISTING TO REMAIN EF-3A EXISTING TO REMAIN EF-4A EXISTING TO REMAIN EF-5 EXISTING TO REMAIN EF-6 EXISTING TO REMAIN EF-7 EXISTING TO REMAIN EF-8 EXISTING TO REMAIN EF-9 EXISTING TO REMAIN EF-10 EXISTING TO REMAIN EF-11A EXISTING TO REMAIN EF-12 EXISTING TO REMAIN EF-13 EXISTING TO REMAIN EF-14 EXISTING TO REMAIN EF-15 EXISTING TO REMAIN EF-16A EXISTING TO REMAIN EF-17 EXISTING TO REMAIN EF-18A EXISTING TO REMAIN EF-19 EXISTING TO REMAIN EF-20A EXISTING TO REMAIN EF-21A EXISTING TO REMAIN EF-22A EXISTING TO REMAIN EF-23A EXISTING TO REMAIN EF-24A EXISTING TO REMAIN EF-25 EXISTING TO REMAIN EF-26 EXISTING TO REMAIN EF-27 EXISTING TO REMAIN EF-28 EXISTING TO REMAIN EF-29A EXISTING TO REMAIN EF-30A EXISTING TO REMAIN EF-70 EXISTING TO REMAIN EF-93 EXISTING TO REMAIN EF-94 EXISTING TO REMAIN EF-95 EXISTING TO REMAIN EF-96 EXISTING TO REMAIN EF-97 EXISTING TO REMAIN EF-98 EXISTING TO REMAIN EF-99 EXISTING TO REMAIN EF-100 EXISTING TO REMAIN EF-101 EXISTING TO REMAIN EF-102 EXISTING TO REMAIN
TA
B
L
E
#
1
.
A
I
R
H
A
N
D
L
E
R
U
N
I
T
S
Eq
u
i
p
.
L
o
c
a
t
i
o
n
A
r
e
a
Se
r
v
e
d
VA
V
#
Co
m
m
e
n
t
TA
B
L
E
#
1
.
A
I
R
H
A
N
D
L
E
R
U
N
I
T
S
Eq
u
i
p
.
L
o
c
a
t
i
o
n
A
r
e
a
Se
r
v
e
d
VA
V
#
Co
m
m
e
n
t
FI
N
A
L
D
R
A
F
T
Ex
p
a
n
s
i
o
n
a
n
d
E
n
h
a
n
c
e
m
e
n
t
:
Mi
a
m
i
B
e
a
c
h
C
o
n
v
e
n
t
i
o
n
C
e
n
t
e
r
a
n
d
C
o
n
f
e
r
e
n
c
e
F
a
c
i
l
i
t
y
13
6
EF
-
1
1
4
E
X
I
S
T
I
N
G
T
O
R
E
M
A
I
N
EF
-
1
1
5
E
X
I
S
T
I
N
G
T
O
R
E
M
A
I
N
EF
-
1
2
0
E
X
I
S
T
I
N
G
T
O
R
E
M
A
I
N
EF
-
1
2
1
E
X
I
S
T
I
N
G
T
O
R
E
M
A
I
N
EF
-
1
2
2
E
X
I
S
T
I
N
G
T
O
R
E
M
A
I
N
EF
-
1
2
6
E
X
I
S
T
I
N
G
T
O
R
E
M
A
I
N
EF
-
1
2
7
E
X
I
S
T
I
N
G
T
O
R
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137a velocity not to exceed 1500 feet per minute on the supply and 1000 feet per minute on the return. The fi rst 15 feet of ductwork from the mechanical room shall be double wall with perforated inner lining. The VAV boxes shall be properly selected and located to reduce the noise generated by the boxes.Independent HVAC units will be provided for all the elevator machines rooms.4. GARAGE VENTILATION:The proposed garage located on the NW side of the convention center will need to be mechanical ventilated. Refer to table#3 for anticipated requirements. Garage fans will be controlled by carbon monoxide (CO) sensor located throughout the garage.TABLE #4. GARAGE VENTILATION 3. CONTROLS:The convention center is currently controlled by a new DDC building management system provided by Johnson Controls Metasys® EMS. This system was interface with the old pneumatic system. Some AHU are still controlled by the pneumatic system. During the expansion all the New and remaining HVAC and ventilation equipment will be tie into the Metasys EMS. The Pneumatic system shall be face out.The Metasys system is easy to con fi gure, no special training is required to use it. It is enhanced Ready Access Portal (RAP) with graphics capability, combined with the tenant user setup capabilities, deliver targeted views of data to any building occupants. The Metasys Advanced Reporting System take the existing data and present it in an organized and informative way; providing a full suite of easy-to-con fi gure, easy-to-use. Metasys provided BACnet® interoperability and enhanced wireless performance. This allows thousands of different hardwired and wireless systems, devices and equipment to talk to each other on a single platform.TABLE #4 . GARAGE VENTILATION AREA (SQFT) EXHAUST (CFM)Garage Level 1 126000 151200 Garage Level 2 136000 163200 Garage Level 3 126000 151200 Garage Level 4 118000 141600 TOTAL 506000
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POWER DISTRIBUTION:The electrical power distribution will be as follows:Existing 1st fl oor and 2nd fl oor South side FPL vaults will remain • and be retro fi tted per the expansion and renovation load needs.The proposed high rise expansion will be served from a new 20’x • 20’ FPL Vault located on the NW corner of the expansion. This Vault will also serve the Parking garage.Each exhibition hall will have (2) 12’X18’ electrical rooms, one on • the West side and one on the East side, for all power distribution to the individual Hall.A new Main Electrical room will be located at the North side of the • new expansion. Room will be 20’ x 30’. This room will house (4) 4000 Amps main switchboards to serve the required load.Individual 12’x18’ electrical rooms will be located symmetrically • throughout the expansion building and on all fl oors for fl exibility of service:1st fl oor - (2) on the south side, (1) on the North side.o 2nd fl oor - (2) on the South side.o 3rd fl oor - (1) on the South side.o 4th & 5th fl oor - (2) on the North side, (2) on the South side.o Parking garage will have individual 12’x18’ electrical rooms for • power distribution: 1st fl oor Parking Garage – (1) on the East side.o 2nd & 3rd fl oor Parking Garage – (2) on the East, (1) on the o South. 4th fl oor Parking Garage- (1) on the North side.o The existing Center building service will be divided into a North • and South sections:A cluster serving the North half of the building will be located on • the 1st fl oor, West side and will have (1) 20’x 30’ main electrical room. This room will house (2) 2000 Amps main distribution switchboards.A cluster serving the South half of the building will be located on • the 2nd fl oor, South side and will have (1) existing main electrical room. This room will house (2) 2000 Amps main distribution switchboards.
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FIRE PROTECTION (Refer to Section 3.1.6 for a review of the Existing MBCC Fire Protection Systems)PROPOSED DEMOLITION: I. The fi re pumps and the associated zone valves will be removed. The valve room on the west side next to the entrance will be demolished. The remaining valve rooms will be demolished or relocated to a new area to meet the square footage limitations imposed by the code.NEW WORK II. The change in fl oor areas for the renovation and expansion will impact the signi fi cantly the fi re protection system. Refer to the architectural drawings for actual fl oor areas. Due to the architectural changes proposed, a combination standpipe/sprinkler system will be required. Due to the increased pressure requirements of the high rise expansion, two (2) new identical fi re pump will be furnished to provide a minimum of 100psi at the most remote fi re hose connection on the standpipe system. A loop wet pipe sprinkler system will serve the four halls. Sprinkler zone valves shall be located in four rooms including the fi re pump room to serve each fi re zone area based on 52,000 sq.ft. limitation. Quick-response heads will be installed throughout with concealed, upright, pendent, and side-wall sprinkler head type provided in different areas based on ceiling provisions.
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1414.3.7 STRUCTURAL 1. Removal of sky bridge and columns The sky bridge is a structure independent from the roof structure. It can be removed completely including the roof. For shearwalls see below. At the roof level new steel joists need to be introduced to fi ll the void caused by the removal of the sky bridge roof. These joists will span from the existing steel trusses on each side of the roof opening. The existing steel trusses may need to be reinforced as a result of the new loads. An expansion joint will have to be provided on one of the two sides of the new roof.2. Removal of shearwall near sky bridge The shearwalls in questions are No.1 and No. 4. These shearwalls were introduced during the remodeling and expansion in the 1980’s as a result of the then exterior wall being removed in the north-south direction. The shearwalls are also supporting the existing roof. They can be removed, but a column will have to be introduced and an alternative method of resisting the lateral loads will have to be designed.3. Possible con fl ict of structure at north end of loading dock The existing structure has two fl oors in this area. The second fl oor is a concrete fl at plate and the roof consists of steel joists supported on concrete beams. If some areas of the structure are to be removed as a result of architectural requirements, it can be done. We recommend that the structure be removed from bay to bay as to minimize the impact.4. Possibility of additional loads on the exhibit hall structure The existing exhibit hall structures are framed with lightweight insulating concrete, metal deck supported on steel joists and steel trusses. The existing structure as is, has no capacity to support any additional loads.5. Possible problems with existing footings of exhibit halls and new footings We do not anticipate any problems as no additional loads can be added at the roof structure of the exhibit halls. There could be some issues with the footings at the west side of the structure. Coordination will have to be done with the geotechnical engineer to minimize differential settlement.6. Removal and installation of fl oors in exhibit halls This can be accomplished without much dif fi culty. The footings are deep enough that they will not be affected by the excavation, removal and replacement of the concrete slab. The concrete slab should be laid in a honeycomb fashion to resist shifting and settling.
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14
6
FINAL DRAFT
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1474.4 NEIGHBORHOOD INTERFACE As discussed in Section 3.3.5, meetings were held with neighbors of the Miami Beach Convention Center to discuss the project in general as well as in the particulars that relate to each neighbor. The Master Plan for the expanded MBCC incorporates many of the comments from the neighbors and the continued process of bringing the MBCC Expansion to reality will incorporate comments from its neighbors and the community. Some of the concerns raised by the neighbors were studied and resulted in alternate designs that are presented in this section.The representatives of the Miami Beach Botanical Garden and the Holocaust Memorial were concerned that the new garage would cast shadows on their properties and dominate their views to the south and east (for the Botanical Garden). Shadow studies were done early during the design process since it was anticipated there would be concern regarding the height of the garage (refer to Section 4.2, page 93 ). There is minimal shadow to the north of the proposed expanded MBCC since the north façade of the garage steps back 20’-4” above ground level and at each level steps back with planters to its total height of 50’. The 100’ high structure that houses the new exhibit halls and multi-function rooms is on the south side of the project and therefore its shadow falls on the garage roof and not beyond the north boundary line of the MBCC. The proposed garage was designed with the stepped planters in order to address its neighbors to the north, both in terms of massing and shadow. The planters extend the greenery of the Botanical Gardens and will create a more cooling environment to its neighbors compared to the heat island created by the existing on-grade parking lot.The Holocaust Memorial requested the access/egress to the parking garage and loading area be revisited so that it didn’t change the layout of the parking lot dedicated to the Holocaust Memorial since their docents need the close proximity of the parking to the Memorial. Two proposed options were developed, as shown in the Holocaust Memorial Parking Study Option 1 and Option 2 (refer to page 147 ). Option 1 maintains the existing entry to the parking lot by shifting back the loading area gate to east of the parking lot. Option 2 keeps the loading circulation separate from the parking lot by creating a new entry to the parking lot directly on Meridian Avenue, with a revised location to the Memorial’s restrooms. The intent of both options is to minimize the impact of the expanded MBCC on access to the Holocaust Memorial.
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149 4.4 NEIGHBORHOODThe relationship of the expanded MBCC with the Holocaust Memorial is shown in the Detailed Elevation Studies (refer to page 148 ) of the north and west elevations. As demonstrated with the sightlines, the view of the garage is minimal since the trees to the south of the Holocaust Memorial black the view of the proposed garage. In addition. the existing Holocaust Memorial parking lot is fairly wide, providing distance between the Memorial and the proposed stepped garage. The taller portion of the MBCC Expansion is much further south. The north elevation also shows the landscaped wall of the ground level loading area that will provide visual and acoustic screening of the loading area. The residents of the Palm View neighborhood to the west side of Meridian Avenue voiced concern about the 100 foot façade of the expanded MBCC on Meridian Avenue. Section 4.3.3 discusses how the Master Plan design addresses setbacks as well as the maximum building height. While the 100’ height is needed in order to fi t the expanded MBCC program, there are two options on how to reduce the height along the face of the street. As per Meridian Avenue Alternate 1 on this page, the open balconies and vertical screen are angled back so that at the bottom the overhang is extended to cover the 18’-8” wide sidewalk and at the roof is set back the same 18’-8” (this setback is equal to that of the City of Miami Beach Parking Garage / Of fi ce to the south of the expanded MBCC on Meridian Avenue). Meridian Avenue Alternate 2 has the meeting room pre-function spaces cut back so there is a setback of over 30 feet along portions of the Meridian Avenue façade. Both of these options have planters integrated with the angled screen so that the west façade is shaded with a large scale trellis, creating a vertical garden that will be more visually appealing than the existing on-grade parking lot.Consideration of the neighbors has been discussed during the entire de-sign process and will continue to be part of the process in order to make the fi nal MBCC Expansion an improvement over the existing MBCC in all ways. The proposed MBCC Expansion will balance the current one-sided streetscape of Meridian Avenue and bring a new vitality to the neighbor-hood. This includes improving the overall quality of the neighborhood by creating a better urban connection between the pedestrian activity on Lin-coln Road to the Holocaust Memorial and Botanical Garden, and further along the canal path to the Collins Park, with wider sidewalks shaded by improved landscaping as well as the arcade-like feature along Merid-ian Avenue. The master plan design intent is to integrate the expanded MBCC with the surrounding city to improve the neighborhoods as well as the MBCC.
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15
0
FINAL DRAFT
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151PHASE 1 (EXISTING HALLS A, B, C AND D IN OPERATION 1.0 WITH ACCESS FROM EAST PREFUNCTION)Utility work needs to be completed prior to commencement 1.1 of rest of Phase 1 scope.Center portion of Convention Center Drive (CC Drive) 1.2 demolished (west of Hall C); access to south loading area for service/loading access maintained.Demolish P-Lot.1.3 Demolish West Wrap of Hall C.1.4 New construction as per High-Rise fi re code 1.5 requirements.New construction of new exhibit hall space and meeting 1.6 room/multi-function room level.West half of new entry drive constructed.1.7 New rooms and equipment for domestic water pump and 1.8 fi re pump.New rooms and equipment for electrical rooms and 1.9 switchgear.New AHUs and kitchen exhaust.1.10 Recon fi gure sprinkler zone within existing Sprinkler Zone 1.11 Vault rooms.Add 2 new cooling towers and 2 new chillers (@ 1200 1.12 tons) to existing cooling tower area at upper south end of existing halls (area is outside of main Phase 1 scope). Note, the cooling towers may not be needed if Ameresco geothermal plant is constructed before this phase.Add new generator to existing cooling tower area at upper 1.13 south end of existing halls (area is outside of Phase 1 scope). Retro fi t and transfer connection of existing cooling tower (at upper south end of existing halls) to new generator.Existing Transformer Vaults located in SE corner of Phase 1.14 1 site to be kept operational during this phase.New grease interceptors located in Level 1 driveway (for 1.15 Phase 1 scope).4.5 PHASING AS PER CONTINUED OPERATIONS
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153PHASE 3 (EXISTING AND NEW HALLS A, B, C, F AND G IN 3.0 OPERATION)New West Wrap (Level 1 loading/BOH area, Level 2 3.1 meeting rooms, garage levels above) (west of Hall D). SkyWalk modi fi ed since existing West access is blocked.3.2 Existing Fire Pump and m/e/p rooms demolished.3.3 New Fire Pump Room at North end of this phase (with 3.4 new electrical fi re pump). Note, the existing fi re pump at the SW end of the building can cover the existing building during this phase although there won’t be any redundancy until new fi re pump installed.New Fire Command Center (FCC) constructed as per high-3.5 rise requirements but not necessarily fully operational at end of Phase 3 since existing FCC to remain operational until later phase.New rooms and equipment for generator, switchgear 3.6 room, small transformer vault and electrical rooms.New AHUs installed.3.7
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15
4
4.5 PHASING AS PER CONTINUED MBCC OPPERATIONS
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155PHASE 5 (EXISTING AND NEW HALLS A, B, C, E, F AND G IN 5.0 OPERATION)Existing East Wrap structure remains; patch and repair 5.1 as needed.New east façade with new ground level edge slab.5.2 New demising walls for exhibit hall entries, meeting rooms, 5.3 prefunction, visitor amenities (restrooms, etc.).New fi nishes.5.4 NE corner (existing gridline 1 to existing gridline 3) to be 5.5 renovated only (meeting rooms).SE corner demolished full height and replaced with new 5.6 construction.Existing mechanical rooms and equipment to remain. 5.7 Only low pressure ductwork to be removed and new installed as per new layout.Existing Sprinkler Zone Valve Room and equipment to 5.8 remain. Only change heads, etc.Update existing Fire Command Center, Transformer Vault 5.9 and Fire Alarm Room which are outside of Phase 1 scope (at north side of building for FCC and FAR; south side for TV) as per new Phase 1 program.Add new fi re alarm panel in existing Electrical Room.5.10 Add Power Logic panels for lighting, etc. in existing 5.11 Electrical Room.
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FINAL DRAFT
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1574.6 POTENTIAL CONVENTION CENTER HOTEL SITES Although a convention center hotel is not part of the scope of the MBCC Expansion Master Plan, a study was done to ensure that the expanded MBCC allowed for at least one feasible site for a convention center hotel, should one be developed in the future. Typical convention center planning and the CS&L report state that having an adjacent 700 to 1200 guestroom hotel is critical for a convention center to be competitive. As per Section 7.2 of the CS&L report: “In many markets, there are several large hotels adjacent to the center. The lack of such a property to the MBCC represents a competitive disadvantage when competing for high-impact conventions and tradeshows.”If and when an adjacent convention center hotel is built, two possible locations were determined to be to the north of the MBCC along Washington Avenue and Collins Canal and next to the Little Theater. Another possible location is to the south of the MBCC, where the existing Jackie Gleason Theater is located. The two sites took into consideration how a future hotel would coordinate with the necessary aspects of the MBCC and how the hotel would connect to the expanded MBCC in the future. The analysis was based on the logical assumption that a hotel could fi t as per the current zoning with a 100 feet height limit. The Potential Hotel Locations diagram indicates the two options for sites for where a convention center hotel could be fi t and be located when the time comes. Either of the possible convention center hotel locations would allow Miami Beach to have what many other cities around the country (such as San Diego, Houston, Chicago, Nashville) have today, namely a hotel that has a physical connection with the convention center and also has enough rooms (800 to 1000 rooms) to accommodate conventioneers who expect the convenience of adjacency to the convention center. These potential locations will address a necessary component for the Miami Beach Convention Center to be competitive.
FI
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15
8
FINAL DRAFT
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1594.7 LONG TERM OPTIONS A series of alternative components were considered in the design process that were not incorporated into the proposed design but remain important for consideration in the future. These items are not essential to the completed plan but reside high up on a “wish list” of items adding signi fi cant value to the facility. The order of magnitude pricing is estimated for each of the items.Solar Panels on the Roof of the Existing Exhibit Halls: • Solar panels have been recommended the early phases of the new construction as their weight support detailing can be readily incorporated in new construction, but not any of the existing roofs. Proper waterproo fi ng and accommodating the sheer weight of the fully operating panels would require retro fi tting the affected areas of the existing long-span roof over the exhibit halls. This extent of renovation will not provide a level of payback to offset the high retro fi t cost, unless further bene fi ts are included like including additional upper storey sellable space. The panels are to be highly ef fi cient crystalline photovoltaic panels, not a photo-voltaic membrane, and would be installed along with a new roo fi ng membrane so that the necessary pedestal and membrane penetrations are all sealed and waterproofed at the same time.Order of Magnitude Pricing: $8.00 per SF for fl at system; $10.00 per SF for tilted system Vegetated Roof on Existing Exhibit Halls: • A high degree of planting including areas of vegetated roofs have been recommended for the proposed design within the new construction. Incorporating any occupied or vegetated roof areas over the existing halls would require redesigning the structural frame under these areas. This may include upgrading existing foundations, vertical support or wrapping existing columns and additional horizontal support framework as well as new roo fi ng irrigation provisions.Vegetated roof systems discussed have ranged from both non-public green roof areas to as well as publicly accessible roof and planted areas.Order of Magnitude Pricing: $50.00 to $80.00 per SF
AE
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Potential Location for Added Exhibit and Meeting Space (over existing exhibit halls)Potential Location for Added Ballroom Space
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1635.1 ALLOCATION OF CURRENT BUGDET The Miami Beach Convention Center is one of the many varied assets that the City oversees and funds as part of the overall Miami Beach Capital Improvements Budget. Although funds have been available for some undetermined level of improvement or expansion for several years, any repairs or improvements that are approved generally come from a pre-established facility operating budget from the annual general fund. Therefore, the center’s facility management routinely generates an ongoing list of items that need attention and funding. The list contains systems, equipment, fi nishes and furnishings for either repair or full replacement. The list is constantly re-evaluated and re-prioritized since the items certainly fl uctuate signi fi cantly in degree of importance and estimated cost due to the limitations in annual funding. The operating budget is routinely able to handle immediate and impeding emergencies and refurbishment or replacement of long-overdue issues.This current master planning process is understood to take time to develop, review, approve, fund, prepare a detailed design and fi nally construct. During that time, the existing facility must continue to not only honor their obligations for booked business, but also continue to sell future business. The current list of known operating improvements needs continual analysis as usual. However, the analysis must be made with a good understanding of the eventual approved improvements; items must be prioritized with a new set of criteria. There is obviously no point in expending already limited funds on items that are planned for replacement in the expansion/renovation plan. The management and design team worked together to gather any and all items that have been considered for repair, refurbishment or replacement and visited and re-prioritized each, in light of the planned new proposed Master Plan. The following list is a snapshot list of the recommended re-prioritized and categorized list.
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e
r
v
i
c
e
l
i
f
e
O
p
s
2
10
.
B
a
l
l
r
o
o
m
u
p
g
r
a
d
e
s
Co
m
p
l
e
t
e
$
5
0
0
,
0
0
0
S
e
n
s
e
o
f
p
l
a
c
e
A
r
c
h
3
42
.
H
u
r
r
i
c
a
n
e
i
m
p
a
c
t
-
r
e
s
i
s
t
a
n
t
g
l
a
s
s
$4
,
0
0
0
,
0
0
0
B
u
i
l
d
i
n
g
i
n
t
e
g
r
i
t
y
A
r
c
h
3
Partially affected by renovation
45
.
O
l
d
c
h
i
l
l
e
r
r
o
o
m
r
e
n
o
v
a
t
i
o
n
s
$3
0
0
,
0
0
0
S
t
o
r
a
g
e
s
p
a
c
e
A
r
c
h
3
47
B
U
p
g
r
a
d
e
m
e
e
t
i
n
g
r
o
o
m
s
$2
,
0
0
0
,
0
0
0
A
r
c
h
3
A/B split unde fi ned
3B
E
l
e
c
t
r
i
c
a
l
s
w
i
t
c
h
g
e
a
r
t
e
s
t
i
n
g
/
p
r
e
v
e
n
t
a
t
i
v
e
m
a
i
n
t
e
n
a
n
c
e
/
re
p
l
a
c
e
m
e
n
t
o
f
s
w
i
t
c
h
g
e
a
r
$8
0
0
,
0
0
0
P
r
e
v
e
n
t
c
a
t
a
s
t
r
o
p
h
i
c
f
a
i
l
u
r
e
/
s
a
f
e
t
y
E
l
e
c
3
Split task; later work w/renovation
27
.
F
l
o
o
r
p
o
c
k
e
t
e
l
e
c
t
r
i
c
a
l
c
o
n
n
e
c
t
o
r
r
e
p
l
a
c
e
m
e
n
t
$7
0
0
,
0
0
0
E
l
e
c
t
r
i
c
a
l
c
o
d
e
c
o
m
p
l
i
a
n
c
e
E
l
e
c
3
28
.
R
e
p
l
a
c
e
m
e
n
t
o
f
h
a
l
l
s
o
u
n
d
s
y
s
t
e
m
Sc
o
p
e
D
e
f
’
n
$
3
0
0
,
0
0
0
B
e
y
o
n
d
s
e
r
v
i
c
e
l
i
f
e
E
l
e
c
3
31
.
V
i
d
e
o
i
n
f
o
r
m
a
t
i
o
n
s
y
s
t
e
m
$1
5
0
,
0
0
0
O
p
e
r
a
t
i
o
n
a
l
i
m
p
r
o
v
e
m
e
n
t
/
s
o
u
r
c
e
o
f
in
c
o
m
e
Elec 3
34
.
E
x
t
e
r
i
o
r
m
a
r
q
u
e
e
s
a
n
d
i
n
f
o
r
m
a
t
i
o
n
s
y
s
t
e
m
$1
,
8
0
0
,
0
0
0
S
e
n
s
e
o
f
p
l
a
c
e
E
l
e
c
3
37
.
R
e
p
l
a
c
e
b
a
c
k
l
i
t
m
e
e
t
i
n
g
r
o
o
m
s
i
g
n
a
g
e
$5
0
,
0
0
0
S
i
g
n
a
g
e
u
p
g
r
a
d
e
t
o
L
E
D
t
e
c
h
n
o
l
o
g
y
E
l
e
c
3
57
.
U
p
g
r
a
d
e
o
u
t
s
i
d
e
l
i
g
h
t
i
n
g
$7
5
,
0
0
0
E
n
e
r
g
y
c
o
n
s
e
r
v
a
t
i
o
n
E
l
e
c
3
14
.
E
a
s
t
a
n
d
w
e
s
t
e
x
t
e
r
i
o
r
s
i
d
e
w
a
l
k
r
e
p
l
a
c
e
m
e
n
t
/
b
r
i
c
k
p
a
v
e
r
s
in
s
t
a
l
l
a
t
i
o
n
On
H
o
l
d
$
2
0
0
,
0
0
0
S
a
f
e
t
y
/
s
e
n
s
e
o
f
p
l
a
c
e
E
x
t
e
r
i
o
r
3
41
.
C
o
n
c
e
s
s
i
o
n
s
t
a
n
d
r
e
n
o
v
a
t
i
o
n
s
$5
0
,
0
0
0
F
r
e
s
h
l
o
o
k
/
n
e
w
a
p
p
l
i
a
n
c
e
s
F
o
o
d
3
48
.
R
e
n
o
v
a
t
e
w
e
s
t
k
i
t
c
h
e
n
$1
,
0
0
0
,
0
0
0
F
o
o
d
s
e
r
v
i
c
e
F
o
o
d
3
36
.
E
x
e
c
u
t
i
v
e
o
f
fi c
e
f
u
r
n
i
t
u
r
e
r
e
p
l
a
c
e
m
e
n
t
$3
0
0
,
0
0
0
B
e
y
o
n
d
s
e
r
v
i
c
e
l
i
f
e
F
u
r
n
3
2.
N
e
w
g
r
a
n
d
m
a
s
t
e
r
k
e
y
s
y
s
t
e
m
/
e
x
t
e
r
i
o
r
d
o
o
r
s
a
n
d
l
o
c
k
s
$
9
,
0
0
0
S
e
c
u
r
i
t
y
/
s
a
f
e
t
y
H
d
w
e
3
9.
R
e
-
k
e
y
i
n
t
e
r
i
o
r
o
f
f
a
c
i
l
i
t
y
$2
0
,
0
0
0
S
e
c
u
r
i
t
y
/
s
a
f
e
t
y
H
d
w
e
3
13
.
F
r
e
s
h
e
x
t
e
r
i
o
r
l
o
o
k
/
r
e
p
a
i
r
s
,
w
a
t
e
r
p
r
o
o
fi n
g
a
n
d
p
a
i
n
t
i
n
g
I
n
P
r
o
g
r
e
s
s
$
8
5
0
,
0
0
0
S
e
n
s
e
o
f
p
l
a
c
e
M
a
i
n
t
3
33
.
R
e
p
l
a
c
e
m
e
n
t
o
f
e
a
s
t
s
i
d
e
d
o
o
r
s
$5
0
0
,
0
0
0
D
o
o
r
s
b
e
y
o
n
d
s
e
r
v
i
c
e
l
i
f
e
M
a
i
n
t
3
51
.
R
e
p
a
v
e
n
o
r
t
h
a
n
d
s
o
u
t
h
l
o
a
d
i
n
g
d
o
c
k
p
a
r
k
i
n
g
a
r
e
a
s
$5
0
0
,
0
0
0
L
o
t
s
i
n
d
i
s
r
e
p
a
i
r
M
a
i
n
t
3
59
.
T
e
r
r
a
z
z
o
fl o
o
r
r
e
p
l
a
c
e
m
e
n
t
i
n
l
o
b
b
i
e
s
$5
0
0
,
0
0
0
S
e
n
s
e
o
f
p
l
a
c
e
M
a
i
n
t
3
60
.
C
a
r
p
e
t
r
e
p
l
a
c
e
m
e
n
t
D
1
2
8
-
D
1
3
1
$1
,
6
5
0
,
0
0
0
S
e
n
s
e
o
f
p
l
a
c
e
M
a
i
n
t
3
5.1 ALLOCATION OF CURRENT BUDGET
#
T
A
S
K
S
C
O
N
T
R
A
C
T
O
R
PL
A
N
N
E
D
/
AC
T
U
A
L
ST
A
R
T
D
A
T
E
PL
A
N
N
E
D
/
AC
T
U
A
L
FI
N
I
S
H
D
A
T
E
ST
A
T
U
S
B
U
D
G
E
T
N
O
T
E
S
T
Y
P
E
P
R
I
O
R
I
T
Y
C
O
M
M
E
N
T
S
FI
N
A
L
D
R
A
F
T
Ex
p
a
n
s
i
o
n
a
n
d
E
n
h
a
n
c
e
m
e
n
t
:
Mi
a
m
i
B
e
a
c
h
C
o
n
v
e
n
t
i
o
n
C
e
n
t
e
r
a
n
d
C
o
n
f
e
r
e
n
c
e
F
a
c
i
l
i
t
y
16
6
64
.
I
n
s
p
e
c
t
i
o
n
,
r
e
p
a
i
r
,
r
e
p
a
i
n
t
i
n
g
&
r
e
i
n
s
u
l
a
t
i
o
n
o
f
s
t
r
u
c
t
u
r
a
l
st
e
e
l
/
d
e
c
k
i
n
g
$7
0
0
,
0
0
0
M
a
i
n
t
3
1.
S
e
c
u
r
i
t
y
s
y
s
t
e
m
a
n
d
u
p
g
r
a
d
e
d
c
a
m
e
r
a
s
y
s
t
e
m
f
o
r
g
a
t
e
s
$
4
0
,
0
0
0
S
e
c
u
r
i
t
y
S
e
c
u
r
i
t
y
3
7.
S
e
c
u
r
i
t
y
s
y
s
t
e
m
/
c
a
m
e
r
a
u
p
g
r
a
d
e
s
/
a
d
d
i
t
i
o
n
a
l
s
e
c
u
r
i
t
y
eq
u
i
p
m
e
n
t
$6
0
0
,
0
0
0
S
e
c
u
r
i
t
y
/
s
a
f
e
t
y
S
e
c
u
r
i
t
y
3
49
.
I
n
s
t
a
l
l
r
u
b
b
e
r
fl o
o
r
i
n
g
i
n
s
e
r
v
i
c
e
c
o
r
r
i
d
o
r
s
$3
5
0
,
0
0
0
S
a
f
e
t
y
a
n
d
n
o
i
s
e
c
o
n
t
r
o
l
A
r
c
h
4
63
.
R
e
m
o
d
e
l
e
x
e
c
u
t
i
v
e
o
f
fi c
e
e
n
t
r
a
n
c
e
&
b
a
t
h
r
o
o
m
s
$5
0
0
,
0
0
0
A
r
c
h
4
29
.
S
o
l
a
r
e
n
e
r
g
y
A
m
e
r
e
s
c
o
$
3
,
0
0
0
,
0
0
0
G
r
e
e
n
i
n
i
t
i
a
t
i
v
e
s
S
u
s
t
D
e
s
4
TO
T
A
L
E
S
T
I
M
A
T
E
D
R
E
P
A
I
R
S
&
U
P
G
R
A
D
E
S
$4
5
,
9
7
3
,
4
6
1
AC
T
I
V
I
T
Y
T
Y
P
E
$1
2
,
1
5
0
,
0
0
0
Ar
c
h
i
t
e
c
t
u
r
a
l
$1
0
,
8
5
8
,
7
4
0
El
e
c
t
r
i
c
a
l
$7
0
0
,
0
0
0
Ex
t
e
r
i
o
r
$1
,
1
4
0
,
0
0
0
Fo
o
d
S
e
r
v
i
c
e
$1
,
8
0
0
,
0
0
0
Fu
r
n
i
t
u
r
e
$1
4
8
,
0
0
0
Ha
r
d
w
a
r
e
$1
1
,
0
3
5
,
0
0
0
Ma
i
n
t
e
n
a
n
c
e
$3
,
8
8
1
,
7
2
1
Me
c
h
a
n
i
c
a
l
$6
2
0
,
0
0
0
Op
e
r
a
t
i
o
n
s
$6
4
0
,
0
0
0
Se
c
u
r
i
t
y
$3
,
0
0
0
,
0
0
0
Su
s
t
a
i
n
a
b
i
l
i
t
y
/
G
r
e
e
n
I
n
i
t
PRIORITY
$1
0
,
2
3
5
,
4
6
1
Fu
n
d
e
d
a
n
d
u
n
d
e
r
w
a
y
0
$6
,
9
7
4
,
0
0
0
t
o
b
e
f
u
n
d
e
d
i
n
s
h
o
r
t
t
e
r
m
1
$7
,
3
2
0
,
0
0
0
s
e
c
o
n
d
a
r
y
p
r
i
o
r
i
t
y
,
b
e
s
t
a
s
p
a
r
t
o
f
ov
e
r
a
l
l
M
P
i
m
p
r
o
v
e
m
e
n
t
e
f
f
o
r
t
2
$1
7
,
5
9
4
,
0
0
0
H
o
l
d
f
o
r
M
P
3
$3
,
8
5
0
,
0
0
0
H
o
l
d
f
o
r
M
P
w
i
s
h
l
i
s
t
4
#
T
A
S
K
S
C
O
N
T
R
A
C
T
O
R
PL
A
N
N
E
D
/
AC
T
U
A
L
ST
A
R
T
D
A
T
E
PL
A
N
N
E
D
/
AC
T
U
A
L
FI
N
I
S
H
D
A
T
E
ST
A
T
U
S
B
U
D
G
E
T
N
O
T
E
S
T
Y
P
E
P
R
I
O
R
I
T
Y
C
O
M
M
E
N
T
S
FINAL DRAFT
Ex
p
a
n
s
i
o
n
a
n
d
E
n
h
a
n
c
e
m
e
n
t
:
Mi
a
m
i
B
e
a
c
h
C
o
n
v
e
n
t
i
o
n
C
e
n
t
e
r
a
n
d
C
o
n
f
e
r
e
n
c
e
F
a
c
i
l
i
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1675.2 COST ESTIMATE SUMMARY The hard construction cost estimate for the proposed Master Plan was developed by an independent cost estimating fi rm and follows this narrative. It involves a rigorous accounting of all design elements in the concept design, both shown and un-shown, but known through experience to eventually exist, through all its phases. Although independent prices were not solicited from local subcontractors, as they would be in a normal bid process, many of the specialty fi nishes and systems were checked with local vendors and installers to capture the most realistic data as possible.In addition, the design team solicited the assistance of two large local general contractors that have previous experience in this type of work, to obtain independent probable construction cost estimates for comparison. As predicted, both resulted in lower total hard costs (2.0% for one, and 7.8% for the other, as one would expect in their efforts to demonstrate value without any real risk at this juncture. Rather than submit a possibly over-anxious scenario which may not be able to be replicated in the future, the consultant analysis was used in the summary document.The estimate begins with a summary of all the phases, in the recommended order and schedule. Then, each phase is broken down with its own summary sheet and detailed estimate by system.A 15% design and construction contingency is added to the hard costs, including the contractor’s General Conditions and Pro fi t, also estimated at 15%. This contingency is kept fairly high due to the level of detail expected from a conceptual set of drawings. The percentage is an industry norm for a set of design drawings for a building of this size and level of complexity. It may, of course, be reduced at the Owner’s discretion, if there is a good outlook for a favorable buy-out after full drawings are completed during the bidding and negotiation phase. The Contractor’s mark-ups are what separate one bidder from the next, assuming materials and labor has been calculated approximately equally. Beyond the bare minimum level, these mark-ups can always be negotiated to some extent, depending on the current construction climate and risk and backlog.The cost is also escalated for both materials and labor per phase to allow for an estimated in fl ation rate. Also, a 3% allowance is added for additional cost incurred due to the need to keep the existing facility functioning safely and isolated as much as possible from construction areas. These contingencies and allowances may be high or low at various times and should therefore be considered as an average. In addition to these estimated costs, a 1.5% allowance has also been added for public artwork, as mandated by Miami-Dade County. Indirect costs, those that are not for actual materials and labor but are part of the normal construction process, are placeholders in the estimate as they are negotiated at time of purchase. These mostly include insurance costs for personal liability, property damage, material & performance bonds, builder’s risk and sales tax.
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169PURPOSE OF THE ESTIMATE This estimate has been prepared, pursuant to an agreement between Arquitectonica and Faithful + Gould, for the purpose of establishing a probable cost of construction at theConcept stage of design.PROJECT DESCRIPTION This scope of this project includes renovation of the existing Convention Center as well as expansion and new addition. The result of this expansion / renovation will result in about 2.158 million square feet of functional space as well as about 591,000 square feet of new parking structure. At the end of the seven phases, the facility will have about 388,000 SF of public lobbies, concourses and registration, 686,000 SF of exhibit halls, 82,000 SF of ballrooms, 205,000 SF of meeting rooms, 84,000 SF of food service area and the balance in front of house support and back of house services. The project also included extensive site development.5.3 DETAIL CONSTRUCTION COST ESTIMATE
FI
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ITEMS EXCLUDED FROM THIS ESTIMATE Items that are not in included in this estimate include but are not limited to:Impact Fees and Permits Land acquisition and real estate fees - N/A since City owned property Asbestos / Lead / Contaminated Soil removal Professional design and consulting fees Owner's fi eld inspection costs General building permit N/A since a City project Testing fees Owner furnished items and Owner move-in costs Off-site work Telephone equipment Items marked on plans as N.I.C.Furniture fi ttings and equipment other than Food Service Equipment STATEMENT OF PROBABLE COST Faithful + Gould has no control over the cost of labor and materials, the general contractor's or any subcontractor's method of determining prices, or competitive bidding and market conditions. This opinion of probable cost of construction is made on the basis of experience, quali fi cations, and best judgment of a professional construction consultant familiar with the construction industry. Faithful + Gould cannot and does not guarantee that proposals, bids or actual construction costs will not vary from this or subsequent cost estimates.Faithful + Gould has no control over the quality, completeness, intricacy, constructability, or coordination of design documents, or over the amount of funds available for this project. Therefore, Faithful + Gould is not responsible for design revision costs in the event that the estimate is in excess of the established budget.Faithful + Gould's staff of professional cost consultants has prepared this estimate in accordance with generally accepted principles and practices. This staff is available to discuss its contents with any interested party.
FI
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Electrical Service & Distribution • Switchgear modi fi cations and additions served from the FP&L °Transformer Vault New panel boards and Feeders at the addition °New Generator at the CEP °Lighting & Branch Wiring • High Bay LED lighting in the exhibit halls °Fluorescent and HID in all areas °Lighting controls and Dimming °Wiring Devices and equipment connections °Service to the fl oor boxes °Special Systems • Security and Access control – all room to have card access °Building Management System °Tele / Data conduit and wiring system °PA sound allowance °Broadband / Wi-Fi °Technology – structured wiring allowance °Fire Alarm System °Lightning Protection System / Grounding °Equipment • Kitchen Equipment °Loading Dock Equipment °Furnishings • Window Blinds °Building Site work • Site Improvements °Demolition °Road and pavement removal °New roads °Pedestrian Pavement °Landscaping °Planters and Benches °Traf fi c Control °Site Mechanical Utilities • Relocation of major utilities °Sanitary Sewer system °Potable Water / Fire system °Storm Water Collection °Diesel Fuel system °Natural Gas System °Site Electrical Utilities • Fiber optic duct bank °Site Lighting °Lighting on top level of parking deck °5.3 DETAIL CONSTRUCTION COST ESTIMATE
FINAL DRAFT
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Summary - Phase 2 Area: 486,480 Ref. Description Rate Amount Cost/sf % USD USD USD GARAGE 60.70 29,529,448 60.7 65.8 General Conditions / Overhead & Pro fi t 15.00 4,429,417 9.11 9.8 Sub Total 33,958,865 69.81 75.6 Escalation 10.00 3,395,887 6.98 7.6 Sub Total 37,354,752 76.79 83.2 Design Contingency 15.00 5,603,213 11.52 12.5 Sub Total 42,957,965 88.31 95.7 Phasing 3.00 1,288,739 2.65 2.8 Sub Total 44,246,704 90.96 98.5 Art Allowance 1.50 663,701 1.36 1.5 Total 44,910,405 92.32 100
PH
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Summary Detail - Phase 2 Area: 486,480 Ref. Description Rate Amount Cost/sf % USD USD USD A10 FOUNDATIONS 6.31 3,068,459 6.31 6.8 B10 SUPERSTRUCTURE 39.22 19,078,182 39.22 42.5 B20 EXTERIOR ENCLOSURE 5.07 2,468,081 5.07 5.5 B30 ROOFING 0.65 316,684 0.65 0.7 C10 INTERIOR CONSTRUCTION 0.97 470,654 0.97 1 C20 STAIRS 0.66 320,000 0.66 0.7 C30 INTERIOR FINISHES 0.87 424,179 0.87 0.9 D10 CONVEYING 1.23 600,000 1.23 1.3 D20 PLUMBING 0.48 233,510 0.48 0.5 D30 HVAC 1.33 647,018 1.33 1.4 D40 FIRE PROTECTION SYSTEMS 0.6 291,888 0.6 0.6 D50 ELECTRICAL 2.9 1,410,792 2.9 3.1 E10 EQUIPMENT 0.41 200,000 0.41 0.4 Total 29,529,447 60.7 65.4 5.3 DETAIL CONSTRUCTION COST ESTIMATE
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17
8
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0
Summary - Phase 5A Area: 97,452 Ref. Description Rate Amount Cost/sf %USD USD USD CONVENTION CENTER 158.45 15,441,693 158.45 59.3 General Conditions / Pro fi t & Overhead 15.00 2,316,254 23.77 8.9 Sub Total 17,757,947 182.22 68.2 Escalation 22.00 3,906,748 40.09 15 Sub Total 21,664,695 222.31 83.2 Design Contingency 15.00 3,249,704 33.35 12.5 Sub Total 24,914,399 255.66 95.7 Phasing 3.00 747,432 7.67 2.8 Sub Total 25,661,831 263.33 98.5 Art Allowance 1.50 384,927 3.95 1.5 Total 26,046,758 267.28 100
Su
m
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m
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t
C
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t
/
s
f
%
US
D
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D
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D
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N
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BU
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14
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0
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7
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1
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6
7
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3
7
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1
7
8
.
1
4
6
1
.
3
Summary Detail - Phase 5A Area: 97,452 Ref. Description Rate Amount Cost/sf % USD USD USD CONVENTION CENTER A10 FOUNDATIONS 0.54 52,702 0.54 0.2 B10 SUPERSTRUCTURE 7.09 690,752 7.09 2.7 B20 EXTERIOR ENCLOSURE 51.53 5,021,490 51.53 19.3 B30 ROOFING 3.36 327,590 3.36 1.3 C10 INTERIOR CONSTRUCTION 6.33 616,636 6.33 2.4 C20 STAIRS 0.49 48,000 0.49 0.2 C30 INTERIOR FINISHES 26.11 2,544,484 26.11 9.8 D10 CONVEYING 1.74 170,000 1.74 0.7 D20 PLUMBING 3.33 324,435 3.33 1.2 D30 HVAC 19.71 1,921,232 19.71 7.4 D40 FIRE PROTECTION SYSTEMS 0.87 84,989 0.87 0.3 D50 ELECTRICAL 9.91 966,087 9.91 3.7 E10 EQUIPMENT 6.91 673,050 6.91 2.6 E20 FURNISHINGS 1.25 121,944 1.25 0.5 F20 SELECTIVE BUILDING DEMOLITION 11.64 1,134,224 11.64 4.4 G10 SITE PREPARATION 1.82 177,298 1.82 0.7 G20 SITE IMPROVEMENTS 3.88 377,980 3.88 1.5 G30 SITE MECHANICAL UTILITIES 1.42 138,800 1.42 0.5 G40 SITE ELECTRICAL UTILITIES 0.51 50,000 0.51 0.2 Total 15,441,693 158.44 59.6
FINAL DRAFT
Ex
p
a
n
s
i
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a
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a
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175
PH
A
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b
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A
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%
US
D
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N
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N
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R
11
5
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1
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1
5
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G20 SITE IMPROVEMENTS 7.35 3,668,900 6.86 4.9 G40 SITE ELECTRICAL UTILITIES 0.60 300,000 0.56 0.4 Total 35,216,880 65.88 47.1 6C RESTAURANT BUILDING 6C RESTAURANT - SHELL SPACE 320.19 2,009,500 3.76 2.7 Total 2,009,500 3.76 2.7 6D RETAIL / RESTAURANT 6D RETAIL / RESTAURANT - SHELL SPACE 120 669,360 1.25 0.9 Total 669,360 1.25 0.9 6E RENOVATE RETAIL / RESTAURANT 6E RENOVATE RETAIL / RESTAURANT - SHELL SPACE 55 689,865 1.29 0.9 Total 689,865 1.29 0.9 6F RETAIL / RESTAURANT 6F RETAIL / RESTAURANT - SHELL SPACE 120 1,298,400 2.43 1.7 Total 1,298,400 2.43 1.7Summary Detail - Phase 6 (Continued)
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EQ
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PH
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1
82 General Freezer 1 ls 30,000.00 30,000 83 Meat Cooler 1 ls 22,500.00 22,500 84 Fish Cooler 1 ls 15,000.00 15,000 85 Meat / Fish Freezer 1 ls 18,000.00 18,000 86 Vegetable Cooler 1 ls 27,000.00 27,000 87 Dry Food Storage 1 ls 90,000.00 90,000 88 Nonfood (Paper Storage) 1 ls 36,000.00 36,000 89 Nonfood (Detergent Storage) 1 ls 13,500.00 13,500 90 Secured Storage 1 ls 11,000.00 11,000 91 Prep & Long-Term Storage 1 ls 16,200.00 16,200 92 Chinaware / Glassware / Silverware 1 ls 18,000.00 18,000 93 Soft Drink / Water Storage 1 ls 45,000.00 45,000 94 Liquor Storage 1 ls 33,000.00 33,000 95 Beverage Cooler 1 ls 37,500.00 37,500 96 Ice Maker Room 1 ls 28,550.00 28,550 97 Ice Storage Freezer 1 ls 18,000.00 18,000 98 Cold Prep (Garde Manager) 1 ls 87,600.00 87,600 99 Garde Manager Cooler 1 ls 18,000.00 18,000 100 Meat / Fish Prep 1 ls 53,200.00 53,200 101 Meat / Fish Cooler 1 ls 15,000.00 15,000 102 Hot Prep Area 1 ls 66,000.00 66,000 103 Bulk Cooking 1 ls 350,000.00 350,000 104 Chef’s Cooler 1 ls 27,000.00 27,000 105 Finishing 1 ls 146,200.00 146,200 106 Plating Area 1 ls 45,500.00 45,500 107 Holding Cooler 1 ls 117,000.00 117,000 108 Holding Freezer 1 ls 12,000.00 12,000 109 Cart Park Area 1 ls 28,000.00 28,000 110 Trash Holding 1 ls 8,100.00 8,100 111 Cart Wash Area 1 ls 13,500.00 13,500 112 Detergent Closet 1 ls 1,000.00 1,000 113 Soiled Cart Holding 1 ls 44,000.00 44,000 114 Warewashing 1 ls 176,000.00 176,000 115 Pulper Room 1 ls 72,800.00 72,800 116 Clean Dish Holding 1 ls 27,500.00 27,500 117 Clean Cart Holding 1 ls 22,000.00 22,000 118 Pot & Pan Washing 1 ls 73,500.00 73,500 119 Clean Staging 1 ls 13,200.00 13,200 Sub Total 1,936,350 Kosher Kitchen 120 Dairy Cooler 1 ls 15,000.00 15,000 121 Produce Cooler 1 ls 18,000.00 18,000 122 Meat / Poultry Cooler 1 ls 18,000.00 18,000 123 Fish Cooler 1 ls 15,000.00 15,000 124 General Freezer 1 ls 18,000.00 18,000 125 Dry Food Storage 1 ls 10,800.00 10,800 126 Passover Dish Storage 1 ls 9,000.00 9,000 127 Paper Storage 1 ls 9,000.00 9,000 128 Detergent Storage 1 ls 5,400.00 5,400 129 Meat Cooler 1 ls 12,000.00 12,000 130 Prep Area - meta 1 ls 28,800.00 28,800 131 Meat Cooking Area 1 ls 89,400.00 89,400 132 Assembly Area - meta 1 ls 21,000.00 21,000 133 Dairy Cooler - prep area 1 ls 12,000.00 12,000 134 Prep Area - dairy 1 ls 34,600.00 34,600 135 Meat Cooking area 1 ls 40,635.00 40,635 136 Assembly Area - dairy 1 ls 14,000.00 14,000 137 Parve Prep 1 ls 33,600.00 33,600 138 Parve Assembly 1 ls 14,000.00 14,000 139 Meat Pot Wash 1 ls 28,400.00 28,400 140 Dariy Pot Wash 1 ls 28,400.00 28,400 141 Soiled Holding - meat 1 ls 7,200.00 7,200 142 Soiled Dishtable - meat 1 ls 7,870.00 7,870 143 Dishwashing Area - meat 1 ls 46,200.00 46,200 144 Clean Holding - meat 1 ls 8,640.00 8,640
FINAL DRAFT
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225 Trench Box 6 day 500.00 3,000 226 Misc Demo 1 ls 25,000.00 25,000 Sub Total 125,136 Sanitary Sewer 227 Remove 8” Sanitary Sewer Main 575 lf 20.00 11,500 228 New 8” DI Gravity Main 600 lf 45.00 27,000 229 New 48” Man-Hole 3 ea 3,200.00 9,600 230 6” DI Sanitary Laterals, Fittings,Cleanout 6 ea 1,800.00 10,800 231 Demolish Manhole 1 ea 500.00 500 232 Misc Demo 1 ls 25,000.00 25,000 Sub Total 84,400 Stormwater 233 42” PVC Storm Pipe 1,200 lf 65.00 78,000 234 42” HDPE Storm Pipe 600 lf 85.00 51,000 235 Excavation 5,511 cy 12.00 66,132 236 Back fi ll and Compaction 4,133 cy 10.00 41,330 237 Trench Box 18 day 500.00 9,000 238 New Catch Basins / Manholes 14 ea 3,200.00 44,800 239 Demolish 12” Storm Pipe 450 lf 12.00 5,400 240 Demolish 15” Storm Pipe 150 lf 12.00 1,800 241 Demolish 18” Storm Pipe 100 lf 14.00 1,400 242 Demolish 24” Storm Pipe 600 lf 16.00 9,600 243 Demolish Catch Basins 11 ea 500.00 5,500 244 Connect New Rain Water Leaders 5 ea 1,200.00 6,000 245 Haul 1 ls 10,000.00 10,000 246 Misc Modi fi cations 1 ls 35,000.00 35,000 Sub Total 364,962 Miscellaneous Improvements 247 Drainage Wells 2 ea 5,000.00 10,000 248 18” Pipe 600 lf 20.00 12,000 249 Structures 5 ea 3,000.00 15,000 250 Excavation 800 cy 12.00 9,600 251 Back fi ll and Compaction 600 cy 10.00 6,000 252 Trench Box 6 day 500.00 3,000 Sub Total 55,600 Total 630,098 SITE ELECTRICAL UTILITIES 253 Allowance 1 ls 25,000.00 25,000 Total 25,000 5.3 DETAIL CONSTRUCTION COST ESTIMATE
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448 New Fire Hydrant Assemblies 3 ea 4,000.00 12,000 449 20” x 20” M.J. Tapping Sleevs / Valves 2 ea 9,800.00 19,600 450 Excavation 1,467 cy 12.00 17,604 451 Back fi ll and Compaction 1,100 cy 10.00 11,000 452 Trench Box 11 day 500.00 5,500 453 Misc Demo 1 ls 30,000.00 30,000 Sub Total 401,304 Stormwater 454 Install Catch Basin / Manholes 4 ea 3,000.00 12,000 455 New 24” HDPE Storm Pipe 1,000 lf 30.00 30,000 456 Misc Modi fi cations 1 ls 15,000.00 15,000 457 Excavation 1,333 cy 12.00 15,996 458 Back fi ll and Compaction 1,000 cy 10.00 10,000 459 Trench Box 10 day 500.00 5,000 Sub Total 87,996 Total 489,300 SITE ELECTRICAL UTILITIES 460 Allowance 1 ls 35,000.00 35,000 Total 35,000
FINAL DRAFT
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529 Renovation Demolition 41,372 sf 8.00 330,976 530 Saw Cut Slab on Grade 726 lf 5.00 3,630 531 Remove Slab 4,840 sf 7.50 36,300 532 Exterior Wall Demolition 16,198 sf 5.00 80,990 533 Exterior Window Demolition 11,882 sf 1.85 21,982 534 Pitch Roof Demolition 4,745 sf 10.00 47,450 535 Clerestory & Structure Demolition 6,344 sf 20.00 126,880 536 Miscellaneous Exterior Demolition 96,340 sf 0.50 48,170 537 Rubbish Handling 1,000 cy 25.00 25,000 Total 1,134,224 SITE PREPARATION Pavement Demolition 538 Saw Cut Pavement 1,880 lf 3.00 5,640 539 Remove Street Pavement 1,359 sy 20.00 27,180 540 Remove Curb 680 lf 5.50 3,740 541 Remove Sidewalk 2,120 sy 9.00 19,080 542 Remove Planter Wall 992 sf 4.00 3,968 543 Haul 936 cy 25.00 23,400 Sub Total 75,000 Misc Demolition 544 Remove Traf fi c Signal Head 1 ea 2,000.00 2,000 545 Remove Pedestrian Signal Assembly 1 ea 1,500.00 1,500 Sub Total 3,500 Earthwork 546 Grading / Dewatering 12,970 sf 7.00 90,790 Sub Total 90,790 Total 177,298 SITE IMPROVEMENTS Roadways 547 Asphalt Patching 316 sy 35.00 11,060 548 Concrete Curb 825 lf 18.00 14,850 Sub Total 25,910 Sidewalks 549 Pedestrian Paving 20,138 sf 15.00 302,070 550 Plantings / Site Furnishings 1 ls 50,000.00 50,000 Total 377,980 SITE MECHANICAL UTILITIES Sanitary Sewer 551 Remove 8” Sanitary Sewer Main 600 lf 20.00 12,000 552 New 12” DI Gravity Main 600 lf 70.00 42,000 553 New 48” Man-Hole 2 ea 3,200.00 6,400 554 6” DI Sanitary Laterals, Fittings,Cleanout 9 ea 1,800.00 16,200 555 Excavation 800 cy 12.00 9,600 556 Back fi ll and Compaction 600 cy 10.00 6,000 557 Trench Box 6 day 500.00 3,000 558 Misc Demo 1 ls 20,000.00 20,000 Sub Total 115,200 Stormwater 559 Connect New Rain Water Leaders 3 ea 1,200.00 3,600 560 Misc Modi fi cations 1 ls 20,000.00 20,000 Sub Total 23,600 Total 138,800 SITE ELECTRICAL UTILITIES 561 Allowance 1 ls 50,000.00 50,000 Total 50,000 5.3 DETAIL CONSTRUCTION COST ESTIMATE
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SITE PREPARATION Pavement Demolition 635 Saw Cut Pavement 6,490 lf 3.00 19,470 636 Remove Street Pavement 922 sy 20.00 18,440 637 Remove Curb 490 lf 5.50 2,695 638 Remove Sidewalk 1,120 sy 9.00 10,080 639 Remove Planter Wall 992 sf 4.00 3,968 640 Haul 690 cy 25.00 17,250 Sub Total 71,903 Total 71,903 SITE IMPROVEMENTS Roadways 641 Asphalt Patching 420 sy 35.00 14,700 642 Concrete Pavement Patching 356 sy 55.00 19,580 643 Concrete Curb 490 lf 18.00 8,820 Sub Total 43,100 Sidewalks 644 Pedestrian Paving 10,424 sf 15.00 156,360 Sub Total 156,360 645 Plantings / Site Furnishings 1 ls 35,000.00 35,000 Total 234,460 SITE MECHANICAL UTILITIES Potable Water 646 Remove 8” Water Main 1,000 lf 20.00 20,000 647 New 12” DI Water Main 1,000 lf 70.00 70,000 648 New 12” Valves 8 ea 3,200.00 25,600 649 New Fire Hydrant Assemblies 3 ea 4,000.00 12,000 650 20” x 12” M.J. Tapping Sleevs / Valves 2 ea 7,000.00 14,000 651 Back Flow Preventer Assemblies 6 ea 6,500.00 39,000 652 Water Meter 6 ea 15,000.00 90,000 653 Double Detector Check Valve 2 ea 5,000.00 10,000 654 Excavation 1,333 cy 12.00 15,996 655 Back fi ll and Compaction 1,000 cy 10.00 10,000 656 Trench Box 10 day 500.00 5,000 657 Misc Demo 1 ls 25,000.00 25,000 Sub Total 336,596 Sanitary Sewer 658 Remove 8” Sanitary Sewer Main 2,000 lf 20.00 40,000 659 New 12” DI Gravity Main 1,400 lf 70.00 98,000 660 Remove 48” Manhole 3 ea 800.00 2,400 661 New 48” Man-Hole 3 ea 3,200.00 9,600 662 6” DI Sanitary Laterals, Fittings,Cleanout 11 ea 1,800.00 19,800 663 Modify Existing Sanitary Manholes 2 ea 750.00 1,500 664 Excavation 1,880 cy 12.00 22,560 665 Back fi ll and Compaction 1,410 cy 10.00 14,100 666 Trench Box 14 day 500.00 7,000 667 SS Reconnection 4 ea 1,500.00 6,000 668 Misc Demo 1 ls 25,000.00 25,000 Sub Total 245,960 Stormwater 669 Connect New Rain Water Leaders 3 ea 1,200.00 3,600 670 Misc Modi fi cations 1 ls 20,000.00 20,000 Sub Total 23,600 Total 606,156 SITE ELECTRICAL UTILITIES 671 Allowance 1 ls 50,000.00 50,000 Total 50,000
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This is page 2 of 2
Di
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Action / Decisions Pending / Follow up
801 Brickell Avenue, Suite 1100 Miami, Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
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Plan will include a District Plan that shows these connections. ARQ to meet with Raymond Jungles to discuss the Botanical Gardens. ARQ to study the hotel to minimize impact to the neighbors.
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1.
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FINAL DRAFT
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193801 Brickell Avenue, Suite 1100 Miami Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
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ARQUITECTONICA
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Project Number ARQ 2696
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Meeting Date and/or Time 22 March 2010 2:15PM
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of matters discussed and conclusions reached during this meeting unless written
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1.
1
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2.
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This is page 2 of 2
Di
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Action / Decisions Pending / Follow up
801 Brickell Avenue, Suite 1100 Miami, Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
2.
5
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This is page 2 of 2
Di
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Action / Decisions Pending / Follow up 801 Brickell Avenue, Suite 1100 Miami, Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
2.
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th Floor Conf Room Meeting Date and/or Time 14 April 2010 3:30PM
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Action / Decisions Pending / Follow up 801 Brickell Avenue, Suite 1100 Miami, Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
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Action / Decisions Pending / Follow up
801 Brickell Avenue, Suite 1100 Miami, Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
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.
A separate meeting to be scheduled to discuss the relationship between the two parks.
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Project Number ARQ 2696
Me
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13
M
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2
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This is page 2 of 3
Di
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Action / Decisions Pending / Follow up
801 Brickell Avenue, Suite 1100 Miami, Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
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203801 Brickell Avenue, Suite 1100 Miami Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
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Meeting Date and/or Time 17 May 2010, 10AM
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:
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st
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th Street (aligning with
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th
Street to 17 th Street) a one-way southbound roadway. Based
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: City staff stressed the desire to
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e
ral location options both within the site and
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w
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r
t
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a
m
.
Post-meeting note: To confirm the scope of services for the traffic engineering component of the MBCC Master Plan, a follow up meeting was scheduled with the CMB, KH and Arquitectonica for 24 May 2010. Please refer to these minutes.
En
d
o
f
M
i
n
u
t
e
s
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unless written
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date of these meeting notes.
Di
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Action / Decisions Pending / Follow up
1.
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1
9
th meeting (MP-19A) was more detailed than the
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i
l
a
t
i
o
n
a
r
e
m
o
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e
l
i
g
i
b
l
e
)
.
7.
3
E
A
c
2
(
O
n
-
S
i
t
e
R
e
n
e
w
a
b
l
e
E
n
e
r
g
y
)
:
C
M
B
a
s
k
e
d
t
h
a
t
t
h
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s
o
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a
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p
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d
in
q
u
a
d
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t
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(
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e
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f
f
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s
,
g
a
r
a
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e
,
e
t
c
.
)
.
7.
4
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A
c
4
(
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n
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f
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a
n
t
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a
n
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g
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m
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)
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L
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c
o
n
f
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m
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d
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d
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d
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t
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s
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q
u
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r
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m
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s
.
7.
5
A
t
t
h
e
e
n
d
o
f
t
h
e
E
n
e
r
g
y
&
A
t
m
o
s
p
h
e
r
e
d
i
s
c
u
s
s
i
o
n
t
h
e
c
r
e
d
i
t
s
w
e
r
e
r
e
v
i
s
e
d
t
o
b
e
9
Y
E
S
,
8
M
A
Y
B
E
a
n
d
1
8
N
O
.
8.
M
a
t
e
r
i
a
l
s
&
R
e
s
o
u
r
c
e
c
r
e
d
i
t
s
(
a
t
s
t
a
r
t
o
f
m
e
e
t
i
n
g
5
Y
E
S
,
7
M
A
Y
B
E
,
2
N
O
)
:
8.
1
M
R
c
1
.
1
(
B
u
i
l
d
i
n
g
R
e
-
u
s
e
S
h
e
l
l
)
:
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t
w
a
s
n
o
t
e
d
t
h
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t
w
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s
p
o
s
s
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b
l
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7
5
%
o
f
t
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e
ex
i
s
t
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u
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d
t
o
g
e
t
a
n
e
x
t
r
a
p
o
i
n
t
.
8.
2
M
R
c
1
.
2
(
B
u
i
l
d
i
n
g
R
e
-
u
s
e
N
o
n
-
S
t
r
u
c
t
u
r
a
l
)
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t
w
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s
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o
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d
t
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a
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i
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o
r
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5
0
%
r
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q
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r
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m
e
n
t
s
i
s
n
’
t
f
e
a
s
i
b
l
e
.
8.
3
M
R
c
3
(
M
a
t
e
r
i
a
l
s
R
e
-
u
s
e
)
:
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t
w
a
s
n
o
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e
d
t
h
a
t
m
i
n
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m
a
l
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x
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i
n
g
b
u
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l
d
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n
g
s
m
a
t
e
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i
a
l
s
or
p
r
o
d
u
c
t
s
w
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l
d
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s
e
d
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c
r
e
d
i
t
i
s
n
’
t
f
e
a
s
i
b
l
e
.
8.
4
M
R
c
6
(
R
a
p
i
d
l
y
R
e
n
e
w
a
b
l
e
M
a
t
e
r
i
a
l
s
)
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t
w
a
s
n
o
t
e
d
t
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a
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m
a
t
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a
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o
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e
MB
C
C
d
o
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f
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n
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d
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w
a
b
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m
a
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a
l
s
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t
h
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r
e
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s
l
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m
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t
e
d
wo
o
d
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e
t
c
.
)
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s
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d
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n
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t
f
e
a
s
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b
l
e
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8.
5
A
t
t
h
e
e
n
d
o
f
t
h
e
M
a
t
e
r
i
a
l
s
&
R
e
s
o
u
r
c
e
d
i
s
c
u
s
s
i
o
n
t
h
e
c
r
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d
i
t
s
w
e
r
e
r
e
v
i
s
e
d
t
o
b
e
5
Y
E
S
,
4
M
A
Y
B
E
a
n
d
5
N
O
.
9.
I
n
d
o
o
r
E
n
v
i
r
o
n
m
e
n
t
a
l
Q
u
a
l
i
t
y
c
r
e
d
i
t
s
(
a
t
s
t
a
r
t
o
f
m
e
e
t
i
n
g
1
0
Y
E
S
,
1
M
A
Y
B
E
,
4
N
O
)
:
9.
1
I
E
Q
c
3
(
C
o
n
s
t
r
u
c
t
i
o
n
I
A
Q
M
a
n
a
g
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m
e
n
t
P
l
a
n
)
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M
B
C
C
n
o
t
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d
t
h
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t
t
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r
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q
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r
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n
IA
Q
p
l
a
n
d
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r
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n
g
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n
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r
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c
t
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o
n
.
A
R
Q
a
n
d
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L
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t
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o
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n
g
a
n
I
A
Q
p
r
i
o
r
t
o
WEc2 will be revised to be a YES instead of a MAYBE. EAc4 will be made a YES instead of a MAYBE. MRc1.1 will be made a MAYBE instead of a NO. MRc1.2 will be made a NO instead of a MAYBE. MRc3 will be made a NO instead of a MAYBE. MRc6 will be made a NO instead of a MAYBE.
FINAL DRAFT
Ex
p
a
n
s
i
o
n
a
n
d
E
n
h
a
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c
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m
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Mi
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C
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c
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F
a
c
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t
y
207
Me
e
t
i
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N
o
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s
,
co
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n
u
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d
A RQUITECTONICA
Pr
o
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Mi
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a
b
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/
L
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Project Number ARQ 2696
Me
e
t
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D
a
t
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4
J
u
n
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2
0
1
0
This is page 3 of 3
Di
s
c
u
s
s
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o
n
Action / Decisions Pending / Follow up
801 Brickell Avenue, Suite 1100 Miami, Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
oc
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2
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h
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10
.
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n
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&
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n
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r
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d
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t
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6
Y
E
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0
M
A
Y
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E
,
0
N
O
)
.
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R
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r
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v
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p
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l
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11
.
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e
g
i
o
n
a
l
P
r
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r
i
t
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c
r
e
d
i
t
s
(
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4
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A
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B
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,
0
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o
t
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Pr
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12
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2
1
M
A
Y
B
E
,
2
9
N
O
.
T
h
e
number of points required for Gold Level
is
6
0
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A RQUITECTONICA
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Project Number ARQ 2696
Me
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t
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D
a
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15
J
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n
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2
0
1
0
This is page 2 of 2
Di
s
c
u
s
s
i
o
n
Action / Decisions Pending / Follow up
801 Brickell Avenue, Suite 1100 Miami, Florida 33131 Tel: 305.372.1812 Fax: 305.372.1175
be
i
n
g
c
o
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y
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t
?
After the Master Plan is complete then it
wi
l
l
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e
p
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t
e
d
t
o
t
h
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p
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t
?
The start of construction is unknown at this
ti
m
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s
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a
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t
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g
s
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b
c
o
n
t
r
a
c
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o
r
s
?
As per city requirements.
h.
Wh
a
t
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n
c
o
n
v
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n
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n
c
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s
w
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i
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n
t
s
?
The phasing will
i.
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h
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m
p
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w
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h
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s
h
a
v
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o
n
t
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t
y
?
An expanded MBCC will be more
co
m
p
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t
i
t
i
v
e
a
n
d
b
e
b
e
n
e
f
i
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a
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s
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,
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c
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p
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s
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n
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a
d
d
e
d
?
There is additional parking above
th
e
e
x
i
s
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p
a
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i
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g
,
p
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r
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? There are a lot of terraces from the
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f
o
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n
a
m
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n
g
t
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b
u
i
l
d
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n
g
?
This is outside of the
sc
o
p
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o
f
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M
a
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P
l
a
n
p
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s
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c
a
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s
h
a
d
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s
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?
The scope of the Master Plan
ph
a
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Action / Decisions Pending / Follow up
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7
FINAL DRAFT
Ex
p
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4
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5
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1
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2
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3
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A
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4
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A
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5
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A
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F
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A
N
E-
6
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C
T
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I
C
A
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P
L
A
N
PD
-
1
PL
U
M
B
I
N
G
D
E
M
O
L
I
T
I
O
N
F
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T
F
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P
L
A
N
P-
1
PL
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F
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A
N
FP
D
-
1
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R
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D
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F
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A
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-
1
FI
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E
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I
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F
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/
E
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/
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P
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PL
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B
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N
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FI
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E
P
R
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T
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C
T
I
O
N
7.1 LIST OF MASTER PLAN SCHEMATIC DRAWINGS