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20130116 Attachment A - BODR
COLLINS PARK PLACE MIAMI BEACH, FLORIDA Task 1.10 Final Basis of Design Report BODR January 16, 2013 Client City of Miami Beach 1700 Convention Center Drive Miami Beach, Florida 33139 USA T: +1 305 673 7071 Lead Consultant Zaha Hadid Architects 10 Bowling Green Lane London EC1R 0BQ UK T + 44 (0)20 7253 5147 F + 44 (0)20 7251 8322 Structural Engineering DeSimone Consulting Engineers MEP Ross&Baruzzini United Kingdom USA Executive Architect Berenblum Busch Architecture 848 Brickell Avenue, Suite 625 Miami, Florida 33131 USA T: +1 305 379 9994 F: +1 305 379 8644 Parking Tim Haahs Cost Estimation PACO Group Landscape Architect and Traffic Consultant Kimley-Horn and Associates, Inc. Civil, Geotechnical, Environmental and Asbestos Langan Engineering and Environmental Services Surveyor Miller Legg LEED Specialist SEQUIL Systems Contents Report Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 02 01 INTRODUCTION Executive Summary Design Statement Design Status Communication 02 SITE ANALYSIS/ EXISTING CONDITIONS Urban Connectivity Miami Beach Collins Park Location and Vicinity Site Existing Site Flows Site Boundaries/ Property Set-Backs 03 DESIGN COMPONENTS Concept Overview Project Elements Views of Collins Park Garage Ground Floor Condition/ Urban Plaza Zoning Concept, Layout, Logistics Cutaway Perspectives Landscape Design Retail Experience Elements Entrance Options Parking Experience Concept Circulation Structure Balustrades Roof Concept Core Pavilions Lighting Urban Plaza Technical Parameters Guidelines Wayfinding Materials and Finishes Areas and Parking Schedules 04 PLANNING AND PROGRAMMING Project Schedule Permitting Authorities 05 COST PLAN Project Extent Estimate Criteria and Methodology Cost Estimate Cost Exercise Study ‘A’ APPENDIX 1 ZHA Technical Drawings APPENDIX 2 Consultant Input Summary APPENDIX 3 Kimley-Horn Traffic Study Acknowledgements Report Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 03 CITY OF MIAMI BEACH Matti Herrera Bower, Mayor Kathie G. Brooks, AICP, Interim City Manager Jerry Libbin, Commissioner Jorge Exposito, Vice-Mayor Michael Gongora, Commissioner Jonah Wolfson, Commissioner Edward L. Tobin, Commissioner Deede Weithorn, Commissioner Jose Smith, City Attorney Jorge Gomez, Assistant City Manager Max Sklar, Interim Assistant City Manager CITY OF MIAMI BEACH DEPARTMENTS CAPITAL IMPROVEMENT PROJECTS Fernando Vazquez, Director David Martinez, Acting Assistant Director Humberto Cabanas, District Manager Thais Vieira, Capital Projects Coordinator Maria Palacios, Public Information Specialist Shari Lipner, Community Information Coordinator BUILDING DEPARTMENT Steven Scott, Director Richard McConachie, Building Official Leonel A. Medrano, Chief Building Inspector Mohsen Jarahpour, Chief Engineering Inspector PLANNING AND ZONING DEPARTMENT Richard Lorber, Acting Planning Director William Cary, Assistant Director Thomas Mooney, Design and Preservation Manager Deborah Tackett, Senior Planner Xavier Falconi, Senior Planner PUBLIC WORKS DEPARTMENT Fred Beckmann, Director Richard Saltrick, City Engineer/ Engineering Division Director Jose R. Gonzales, Transportation Manager Josiel Ferrer-Diaz, Civil Engineer Engineering/Transportation Division PARKING DEPARTMENT Saul Frances, Director Miguel Beingolea, Parking Operations Manager PARKS AND RECREATION Kevin Smith, Director John Oldenburg, Assistant Director Greenspace Management REAL ESTATE, HOUSING AND COMMUNITY DEVELOPMENT Anna Parekh, Director Kent Bonde, Redevelopment Coordinator FIRE DEPARTMENT/ FIRE PREVENTION DIVISION Javier Otero, Fire Chief Sonia Machen, Fire Marshal Sonni Moore, Chief Fire Protection Analyst MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT Kathleen Woods-Richardson, Director Joan Shen, Assistant Chief/ Traffic-Engineering Division Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 01 INTRODUCTION 04 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 OPPORTUNITIES AND DESIGN STRATEGIES The parking structure is often seen simply as a practical requirement within an urban setting. Through considered design, however, the parking structure can become an inviting feature that provides ease of destination and draws people to an area. Part of the challenge is to question the full potential of such a structure and to provoke a different way of looking at something ordinary. In addition to parking, the architecture incorporates a ground floor public plaza with Retail and Food and Beverage facilities with outdoor seating to deliver more than a simple parking garage. Simple yet bold manipulation of the minimal, utilitarian building components such as slab, column, and circulation, inherent to the building type informed our initial studies. Sketches then progressed naturally into an expressed, continuous vehicular circulation path which provides a unique, even fun, experience for the user. The flared edge treatment of each loop enhances this expression. Fields of slender columns are set back from the leading edge so that horizontal movement dominates the composition. The design bridges Liberty Avenue and soars 3 levels above Site B, linking both sites together and incorporating a pedestrianized Liberty Avenue. This generates one, unified ground floor public plaza and provides flexibility for potential, future retail pavilions. By spanning the two sites, the structure dramatically forms a gateway on an important axis traversing Collins Park; as well as, providing an extended top level deck with views over Collins Park and the Beach. This roof level can serve as a special events venue, hosting functions such as awards ceremonies or ballet performances for the adjacent ballet school. At plaza level, landscaping seemingly flows between the vertical structural elements to create fissures of planting and zones of outdoor seating. Trees line a path through the site as if extending the axis of Collins Park to connect with the portion of Liberty Avenue across 23rd Street and beyond to the pedestrian bridge crossing Lake Pancoast and Indian Creek. The additional parking created by Collins Park Place and the amenities provided will enhance the experience of those travelling to the area by facilitating parking and by creating an inviting destination. We intend the Collins Park Place to participate in Miami Beach’s growing portfolio of quality architecture that residents and visitors can use, enjoy and think of proudly as part of their city. 05 Design Statement Introduction/ Executive Summary 01 COLLINS PARK AREA - NEED FOR PARKING Recognizing the impact of high volumes of visitors to the Miami Beach area and the ensuing difficulties for Miami Beach residents, the city commissioned several studies for how to improve infrastructure and resident mobility. One of the conclusions was to provide additional parking both strategically and creatively. A site for a parking garage was selected adjacent to Collins Park. The Collins Park area includes a park and a number of cultural buildings, as well as important pedestrian and urban links in Miami Beach. A parking structure here must deliver more than a purely functional parking garage; the architecture must participate in and enhance the surrounding context. Zaha Hadid Architects won the commission to design the Collins Park Garage, a mixed use parking facility incorporating ground floor retail and a landscaped plaza within the Collins Park Area. Design Status Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 06 SYNOPSIS Two versions for a parking facility were presented to the City of Miami Beach when Zaha Hadid Architects won the commission for Collins Park Place. There was a clear preference by both designer and Client to proceed with the “spiral” version which has developed significantly since ZHA were appointed. Subsequent to winning the appointment to design the parking facility on Site A, confirmation was received that Site B would be part of the commission. A modified, extended spiral parking design takes advantage of the unified Site A, B and Liberty Avenue site components. A preliminary sketch for this was presented to the City of Miami Beach during the kick-off meetings and has been developed as 3 variations presented in August 2012. The critical differences to the design and the cost impact between the variations were highlighted to facilitate the selection of one with which to proceed. DESIGN WORK IN PROGRESS Although a design concept is presented, several items are still work in progress. • The Landscape shown is an initial concept sketch and is subject to further discussion. • Landscape lighting concepts, patterns and placement require further study. • Landscape planter on roof level [as indicated on plan drawings] structurally feasible - only minor adjustments to current design expected. Currently not included in cost plan. • The Lighting of the building structure also requires further study as well as discussion. SITE PERIMETER COORDINATION During the survey analysis several questions came up regarding the exact extents of property lines and the affect that potential set-backs would have on the design. The implications of the findings could have required significant alterations to the design including an eleven foot reduction to the width. Due to swift action from the City of Miami Beach and the consultant team, confirmation of the allowable building extents was confirmed without significant delay to the project. The site, including the Library and Ballet School is considered as one site which removes extensive set back requirements from property lines. Although some minor adjustments were still required, the updates were implemented without affecting the design integrity. NOTES As it was decided that event use was not required for the building, the structural design does currently not allow for any live load on the roof. This type of loading would incur increased column dimensions and the thickening of the Level 06 slab with corresponding increases in cost. 01 06 Introduction/ Executive Summary Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 MEETINGS AND WORKSHOPS Much coordination between the City, the County, the consultants and the architects has been accomplished via workshops in Miami Beach, teleconferences, GoTo meetings and email with regular digital submissions distributed to the City and consultant team. Visits to the site included walks through its neighborhoods and meeting staff of adjacent properties such as the Library, Miami City Ballet and the Bass Museum. The feedback we have received has been incorporated into the documentation presented. In September 2012, a community workshop took place at City Hall which was well attended by a variety of interested neighbors. Selection of items discussed: • Discourage the homeless and skateboarders from taking ownership - Proper lighting, increased circulation, Restaurants and Retail are envisioned to bring life around the clock. Positive example/ archetype: Bryant Park. Careful material selection, layout of pavers and implementation of grooves won’t allow for skateboarding. Parking CCTV for added security. • Great to add activity to back of Library and Ballet. Currently only to front. [Library north elevation as potential projection screen] • Bicycle Storage - implemented by the Parking Garage’s entrance, on the Plaza [high visibility]. Number provided to exceed the [low] requirements by code. • Careful selection of materials - steel encased columns, exposed concrete, light grey, smooth finish. In November 2012 the project got approval from the Historic Preservation Board. We anticipate and look forward to further co-ordination sessions with the various City Departments in the coming project phases. MORE INFORMATION/MÁS INFORMACIÓN 305.673.7071 | progress@miamibeachfl.gov | miamibeachfl.gov MORE INFORMATION/MÁS INFORMACIÓN 305.673.7071 | progress@miamibeachfl.gov | miamibeachfl.gov Communication 01 Introduction/ Executive Summary 07 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 02 SITE ANALYSIS/ EXISTING CONDITIONS 08 02 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 09 Urban Connectivity - Miami BeachSite Analysis/ Existing Conditions GREATER MIAMI BEACH CONNECTIVITY MIAMI BEACH MAIN PEDESTRIAN CIRCULATION AND PUBLIC TRANSPORT MAIN VEHICLE CIRCULATION AND EXISTING PARKING FACILITIES Flamingo Drive Collins Avenue Collins Avenue Dade Boulevard Indian Creek Drive Indian Creek Drive Dade Blvd/ 23ST - Main Bus Routes 115+117+SB Local Collins Avenue - Main Bus Routes C,S,M,L, 120, 150 Beach Access 23ST South Beach Local Bus P P P P Lake Pancoast Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Urban Connectivity - Collins Park 1 WALK-THROUGH SEQUENCE TOWARDS COLLINS PARK 2 3 4 5 A B C D E WALK-THROUGH SEQUENCE TOWARDS INDIAN CREEK GREENWAY 1 2 3 4 5 INDIAN CREEK GREENWAY A B C D E 02 Site Analysis/ Existing Conditions 10 Urban Connectivity - Location and Vicinity Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 11 Miami Beach Regional Library Collins Park Miami City Ballet Assisted Living Facility Collins Park 23rd Street looking North Collins Avenue @ 23rd Street Bass Museum of Art Miami Beach Regional Library F G H J K Park Avenue A B C D E A B C D E F G H J K 23rd Street looking South at Site 02 Site Analysis/ Existing Conditions Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Occupied as parking lots since 1998 Gas Station prior to 1988 Site Existing 02 SITE A - EXISTING Former Fina site Former Chevron site SITE B - EXISTING Site Analysis/ Existing Conditions Emergency Exit Ballet Library Book DropBackflow Preventers LibraryLibrary Loading Area View looking from Park AvenueView looking at corner 23rd St/ Park Avenue Vacant Chevron Service Station 12Parking [municipal]: 21 spaces Parking East [municipal]: 37 spaces Parking West [private]: approx. 40 Combined existing onsite Parking [Site A+B]: approx. 93 spaces. [Municipal: 58 spaces Private: approx. 35 spaces] Bus Stop Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Urban Connectivity - Site Flows 13 02 COLLINS PARK BASS MUSEUM OF ART MIAMI CITY BALLET MIAMI BEACH REGIONAL LIBRARY PAR K A V E N U E 23 R D S T R E E T 22N D S T R E E T LIBER T Y A V E N U E Site Analysis/ Existing Conditions Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Site Boundaries/ Property Set-Backs ALLOWED CANTILEVER ORIGINAL PROPERTY LINES NO SET-BACK REQUIRED [PER FIRE DEPT.] 1’-0” SET BACK ALLOWED FOR STRUCTURAL SEPARATION AT FOUNDATION SET BACK REQUIREMENTS TBC [FLA BUILDING AND FIRE CODE] 1’-0” SET BACK ALLOWED FOR STRUCTURAL SEPARATION AT FOUNDATION PROPERTY LINE, NO SET BACK AT GROUND LEVEL SET BACK 10’-0” OFF OF PROPERTY LINE 14 02 Site Analysis/ Existing Conditions CANTILEVER ALONG 23RD AND PARK AVE ABOVE SIDEWALK UP TO CURB ALLOWED, ALLOWING MIN.17’-0” CLEARANCE IN HEIGHT ABOVE SIDEWALK PARK AVE: CANOPY CAN BE LOWER THAN 17’-0” IF 2’-0”SET BACK TO EDGE OF CURB IS PROVIDED [PER PUBLIC WORKS DEPT.] ALLOWED BUILDING FOOT PRINT AT GROUND LEVEL Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 03 DESIGN COMPONENTS 15 Project Elements 03 Design Components/ Concept Overview Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 LIBERTY AVENUE Function: Outdoor Leisure Gross Area: 12,722 Ft2 GROUND FLOOR RETAIL Function: Lettable Retail /F+B Space & Services Gross Area: 12,882 Ft2 Floor to Floor Height: 13 Ft - 18 Ft PARKING FACILITY Function: Vehicle Parking, 5 Levels Gross Area: 193,317 Ft2 Floor to Floor Height: 10 Ft Overall Building Height: 55.75 Ft Total Parking Spaces: 475 MULTI-LEVEL SCULPTURAL STAIR 16 PLAZA LANDSCAPE [“SITE B”] Function: Outdoor Leisure Gross Area: 15,558 Ft2 Level 02 Level 03 Level 04 Level 05 Level 06 ROOF Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 17 Aerial View 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K G A R A G E M I A M I B E A C H Design Components/ Views of Collins Park PlaceFinal BODRTask 1.10 January 16, 2013 18 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Street View from 23rd Street looking West 03 Design Components/ Views of Collins Park PlaceFinal BODRTask 1.10 January 16, 2013 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Street View from 23rd Street at Plaza 19 03 Design Components/ Views of Collins Park PlaceFinal BODRTask 1.10 January 16, 2013 06 20 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Street View from 23rd Street at Plaza 03 Design Components/ Views of Collins Park Place Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Street View approaching from 23rd Street Bridge 21 03 Design Components/ Views of Collins Park Place Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 22 View from Collins Park 03 Design Components/ Views of Collins Park Place Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 23 View from Collins Park 03 Design Components/ Views of Collins Park PlaceFinal BODRTask 1.10 January 16, 2013 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Street View from Liberty Avenue towards Collins Park 24 03 Design Components/ Views of Collins Park Place Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 25 Street View from 23rd Street 03 Design Components/ Views of Collins Park Place Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Street View from 23rd Street at Plaza 26 03 Design Components/ Views of Collins Park Place Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 27 Street View from Park Avenue at Garage Entrance 03 Design Components/ Views of Collins Park PlaceFinal BODRTask 1.10 January 16, 2013 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Street View from Park Avenue at Garage Entrance 28 03 Design Components/ Views of Collins Park PlaceFinal BODRTask 1.10 January 16, 2013 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Interior View 29 03 Design Components/ Views of Collins Park Place 30 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Concept, Layout, Logistics - creating a new Destination 03 P P PW B.O.H. ACCESS LOADING RETAIL PLANT ACCESS WASTE ACCESSP W BICYCLE PARKING - VISIBLE PUBLIC PLAZA - OPEN F+B/ RETAIL - CONSOLIDATED PARKING: PEDESTRIAN ENTRANCES - VISIBLE URBAN AXIS HIGH VISIBILITY: SHOPFRONT UPLIT BACKDROP LIBRARY: BACKDROP URBAN STAGE OUTDOOR SEATING SHADE TREE CANOPY BOOK DROP BALLET PICK UP Design Components - Ground Floor Condition/ Urban Plaza Zoning VEHICULAR ENTRANCE: HIGH VISIBILITY FROM DADE BLVD + AWAY FROM PEDESTRIANIZED URBAN PLAZA BALLET LOADING PEDESTRIANIZED LIBERTY AVE COLLINS PARK LAKE PANCOAST BUS STOP VIEW TOWARDS BEACH 1. COLLINS PARK 2. BASS MUSEUM OF ART 3. MIAMI CITY BALLET 4. LIBERTY AVENUE WITH LANDSCAPING 5. BICYCLE STORAGE 6. CAFE/ BAR/ RESTAURANT 7. RETAIL 8. SOLID BALUSTRADE 9. WIRE BALUSTRADE VIEW TOWARDS BEACH PARK AVE.1 3 2 4 5 6 8 7 22ND ST 9 7 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Cutaway Perspectives 0303 Design Components - Ground Floor Condition/ Urban Plaza Zoning 31 23RD STREET 23RD STREET 1. RETAIIL / DINING 2. GLASS LIFT & STAIR 3. ENTRANCE/EXIT SPEED RAMP 4. SOLID BALUSTRADE 5. WIRE BALUSTRADE 6. AIR EXHAUST LOUVRES 7. MIAMI CITY BALLET 1 2 3 4 5 7 6 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Cutaway Perspectives 03 Design Components - Ground Floor Condition/ Urban Plaza Zoning 32 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Concept, Layout, LogisticsDesign Components - Ground Floor Condition/ Urban Plaza Zoning The lowest parking deck crossing over Liberty Avenue [Level 04] and thus creating a shaded public plaza, has been set out to allow a clear view of the adjacent Library building’s north elevation with its verandas at both corners facing Site B - turning its former ‘back side’ into a front stage role for the newly created urban plaza. Parking deck Levels 05 and 06 above are set-out to allow for the project’s typical 10’ slab-to-slab height - allowing sufficient clearance for ADA vans and MEP services. 03 33 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 URBAN SPACE The public plaza below the Collins Park Place and extending across and along a portion of Liberty Avenue is an opportunity to create a truly unique urban landscape, one that is specific to the site and to the architecture. Several distinguishing features contribute to this urban plaza opportunity. The merging of Sites A and B inclusive of a pedestrianized portion of Liberty Avenue forms the platform for the architecture and landscape. The fluid, spiralling parking structure originates on Site A then soars across Liberty Avenue 3 levels above Site B. This allows for a plaza at ground on Site B that connects with the axis of Liberty Avenue and a “Gateway” structure above supported by a field of slender columns. These ingredients are the basis for the development of a distinctive and alluring urban space. CONCEPTUAL FRAMEWORK A low-lying, fluid topography interacts with prominent vertical elements, such as columns and trees. Site “impacts” from the verticals create “fields” of gradient paving patterns that reflect the orientation and mass of the element. For example, the pattern gradient surrounding an angled column is asymmetrical and patterns around trees are less forceful then patterns created by columns. The landscape gently undulates and occasionally ruptures along the implied flows of urban activity through the site. Here, planting pushes through and seating platforms result. The flow lines are further influenced by the pattern gradients and weave through the site suggesting traces of pedestrian movement and forming pockets of rest. The axis through Collins Park connects with a tree lined path between Sites A & B. The pattern along this route is more directional and implies that Collins Park continues through the parking garage. The axis continues across 23rd providing an opportunity to similarly develop an urban landscape along Liberty Avenue to the pedestrian bridge crossing Indian Creek. PLANTING STRATEGY The landscape extends the principles behind the architectural design to form a public plaza that contributes to and connects with the urban context. The interplay between landscape elements, urban flows and axis and the planting that accentuates them drive the development of the site. While the paving and planting strategy work together to inform movement and to zone space, a tension is also apparent between these landscape elements. Vegetation forces through ruptures and openings in the paving analogous to the vegetative gradients that line the dunes along the beach. A subtle variation across the site is achieved through a combination of planting that thrives in bright sunlight for open areas and in shade environments for the plaza below on Site B. Occasionally, taller and more vertical planting is used to create vegetative “partitions” to zone spaces, concealing mechanical equipment and separating the loading area. Trees line the axis through the site and interact visually with the slender structural columns, drawing visitors into and through the site. 34 Landscape DesignDesign Components - Ground Floor Condition/ Urban Plaza Zoning 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Vegetation forces through ruptures and openings in the paving analogous to the vegetative gradients that line the dunes along the beach 35 A A A B B C D D E E C A ‘Pockets of Green’ form landscape partitions to zone the plaza, for example, to separate loading area from park B Pattern fields indicate where plaza modulation and seating areas occur C Pattern fields around trees and columns D Implied tension created by the axis dividing the two sites E Trees lining axis of Liberty Avenue Landscape DesignDesign Components - Ground Floor Condition/ Urban Plaza Zoning 03 36 CONCEPTUAL APPROACH TO URBAN PLAZA AND PEDESTRIAN ENHANCEMENTS Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Sculptural Stair Landscape Variation / modulation, patterns created with pavers and planting Glass Lift Shaft and Lifts Landscape DesignDesign Components - Ground Floor Condition/ Urban Plaza Zoning 03 ELEVATION PLAN Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 UNDULATING LANDSCAPE STUDY PATTERN RELATIONSHIP WITH INCLINED COLUMNS 37 UNDULATING GREEN AREA COLUMNS ON SITE B RADIAL SEATING LANDSCAPING PATTERN WATER SHADE TROPICAL Landscape DesignDesign Components - Ground Floor Condition/ Urban Plaza Zoning 03 LANDSCAPING PATTERN BESPOKE SEATING COLUMNS UNDULATING LANDSCAPING BUCKLING LIFTINGPATTERN 38 Discouraging the homeless and skateboarders from taking ownership: proper lighting, increased circulation, Restaurants and Retail are envisioned to bring life around the clock. Positive example/ archetype: Bryant Park. Careful material selection, layout of pavers and implementation of grooves will discourage from skateboarding. Parking CCTV for added security. Landscape DesignDesign Components - Ground Floor Condition/ Urban Plaza Zoning 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 HIGH CEILING SPACE: FINE DINING OR FLAGSHIP STORE CORNER SHOPFRONT: HIGH VISIBILITY AT PUBLIC PLAZA: CAFE/ BAR/RESTAURANT OUTDOOR SEATING RETAIL RETAIL RETAIL BOH LOADING WASTE 23RD STREET PARK AVENUE LIBERTY AVENUE BIKE STORAGE 1 1 2 2 3 3 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 ExperienceDesign Components - Retail 03 39 ExperienceElementsDesign Components - Retail DETAIL SECTION: TYPICAL RETAIL DOOR LEVEL 2 PARKING STAINLESS STEEL GRILL STOREFRONT GLAZING SYSTEM RETAIL DOORS INTERIOR RETAIL FITOUT BY OTHERS CONCRETE BALUSTRADES GROUND FLOOR RETAIL Retail Entrances are rotated to ensure minimal disruption to the Facade whilst maximizing Storefront Display area +4.50 NAVD+7.50 NAVD FLOOD PROTECTION BARRIER +6.50 NAVD BASE FLOOD LINE 120 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 PARTIAL ELEVATION 40 03 3D SECTION: TYPICAL RETAIL FACADE 1 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Entrance Options EXPLODED AXON- GROUND FLOOR RETAIL PARTIAL ELEVATION- GROUND FLOOR RETAIL Design Components - Retail 41 1 2 3 4 10 1 2 3 4 5 6 7 10 9 8 DETAIL SECTION: TYPICAL RETAIL DOOR 03 1 2 9 1. INCLINED STOREFRONT GLAZING SYSTEM 2. RETAIL DBL DOOR, GLASS, OUTWARD OPENING 3. HORIZONTAL MULLION 4. STAINLESS STEEL GRILLE (HVAC EXHAUST AREA) 5. INCLINED CONCRETE BALUSTRADE (HEIGHT VARIES) 6. GUARDRAIL TENSION CABLE SYSTEM 7. INCLINED STRUCTURAL COLUMN 8. LEVEL 2 PARKING W/4” FIBRE REINFORCED CONCRETE TOPPING ON WATERPROOFING MEMBRANE W/ DRAINAGE MATT 9. INTERIOR FITOUT BY TENANT 10. POTENIAL SIGNAGE ZONE 11. AIR INTAKE GRILLES 7 5 8 4 9 3 10 11 11 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Concept Design Components - Parking Experience BRINGING THE STREET INTO A BUILDING, MAKING THAT INTO AN URBAN SPACE OPENNESS MOVEMENT VARIETY OF VIEWS CONTINUOUS CIRCUIT BALUSTRADE EDGES RISE+FALL STRUCTURE - INTEGRAL ARCHITECTURAL DESIGN FEATURE GLASS LIFT/ OPEN STAIR - EXPERIENCE OF STRUCTURE 42 03 Concept Design Components - Parking Experience 03 12 4 5 7 6 8 9 3 1 4 7 2 5 8 3 6 9 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Varying the height of the solid balustrade enhances the driver’s experience - by emphasizing the dynamics of the continuous spiral. 43 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Circulation 44 VEHICLE CIRCULATION ENTRY SPIRAL ROUTE FOR ENTRY EXIT SPIRAL ROUTE UPON EXIT PEDESTRIAN CIRCULATION SPIRAL STAIR PASSENGER LIFT ACCESS 03 Design Components - Parking Experience Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 45 COLUMN CORE SHEAR WALL SOLID BALUSTRADE SPAN AT LIBERTY AVENUE CABLE BALUSTRADE SLAB Structure Design Components - Parking Experience 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 46 165.00 174.00 22.0072.5029.00 22.0022.00 29.00 90 96 108100 112 78.5 90 90909096100108 34.0022.00 24.0027.00 29.00 29.00 61.00 68.50 72.00 Structure 165.00 174.00 22.0072.5029.00 22.0022.00 29.00 90 96 108100 112 78.5 90 90909096100108 34.0022.00 24.0027.00 29.00 29.00 61.00 68.50 72.00 165.00 174.00 22.0072.5029.00 22.0022.00 29.00 90 96 108100 112 78.5 90 90909096100108 34.0022.00 24.0027.00 29.00 29.00 61.00 68.50 72.00 165.00 174.00 22.0072.5029.00 22.0022.00 29.00 90 96 108100 112 78.5 90 90909096100108 34.0022.00 24.0027.00 29.00 29.00 61.00 68.50 72.00 Structural Components - East Elevation Structural Components - North Elevation CORE Comprising Stair and Lift Shaft, Shear Wall STAIR & LIFT SHAFT • open stair spirals around lift shaft, connecting levels of parking facility with views through central opening • stair & lift spacing fall within maximum egress requirements SHEAR WALL • shear walls located adjacent to stair and lift for structural stability STRUCTURAL SLAB & EDGE BALUSTRADE • typical slab thickness is 13 in • slab at span over Liberty Avenue is 24 in • maximum slab cantilever is 16 ft • chamfer at slab and balustrade varies in dimension to modulate changes in slab thickness COLUMN ARRANGEMENT • column angles progressively incline to capture curvature of slab edge • columns angle across Liberty Avenue to achieve maximum span, creating a wide view corridor • column layout typically follows spacing that corresponds to a module of suggested parking bay dimensions Design Components - Parking Experience 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Feature Stair Study Design Components - Parking Experience 03 473D PERSPECTIVE ELEVATION 1. FEATURE SPIRAL STAIR (SINGLE ROTATION OPTION) 2. SOLID CONCRETE BALUSTADE 3. TENSION CABLE WIRE BALUSTRADE 4. GLASS LIFT 5. CONCRETE STRUCTURAL SHEAR WALL 6. STRUCTURAL COLUMNS 4 5 2 1 3 6 GROUND FLOOR +0.00 UP STAIR LANDING +11.00 STAIR LANDING +22.00 1413 15 C B LEVEL 4 +33.00 PLAN DIAGRAM SHOWING STAIR WEAVING BETWEEN COLUMNS Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 DETAIL SECTION PERSPECTIVE SECTION PARTIAL ELEVATION Balustrades Design Components - Parking Experience 03 48 A B C Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 49 23RD STREET ELEVATION LOOKING FROM NORTH SECTION A: CONCRETE WALL BALUSTRADE WITH EXTRA HEIGHT SECTION C:TENSION RAIL BALUSTRADE SECTION B: CONCRETE WALL BALUSTRADE Design Components - Parking Experience Balustrades BALUSTRADE & WHEEL STOPS W/ RECESSED LIGHTS 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 50 ConceptDesign Components - Roof VIEW TOWARDS COLLINS PARK VIEW TOWARDS BEACH THE ROOF The roof level is the ‘finish’ to a spiralling plane, culminating in a terrace-like platform with excellent 360degree views. The experience of the design, shape and layout of the roof level as a car park user and visitor is significant – the roofscape is seen as a destination and back drop. In this respect it wants to be treated as an important feature, with careful attention to design and coordina- tion - such as limiting the installation of MEP equipment to the dedicated and concealed plant area at the ground floor. White LEDs, flooding the slab surface, are used to accentuate the structural form and create the sense of a floating deck hovering above the loops below as it terminates. All lighting equipment is carefully concealed within the structure. Runway Lighting Inspired by Airport ground lighting systems - networks of lights and circuits which help guide aircraft in take-off, landing and taxi-ing along the runway, embedded in the pavement of runway and taxiways - are used here to mark parking spots and access lanes, avoiding unnecessary light pollution for the neighbors. LED units concealed within wheelstops Solar Pavement Markers Highly luminous LED road markers, powered by solar power cell technology requiring no external source of energy to operate, other than the available sunlight. Core Termination Vertical elements sheltering the stairs and glass lifts from sun and rain, designed as open, light, safe and inviting structures. 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 51 Core PavilionsDesign Components - Roof 03 3D PERSPECTIVE VIEWS 1. GLAZED FACADE ENCLOSURE SYSTEM 2. SCULPTURAL CONCRETE CANOPY 3. CONCRETE UPSTAND (PREVENTS WATER ENTERING THE CORE) 4. EGRESS SPIRAL STAIR 5. GLASS LIFT 6. CONCRETE STRUCTURAL SHEAR WALL 7. ROOF LEVEL PARKING (+55.75) 1 2 3 4 5 6 7 SECTION PERSPECTIVE ROOF LEVEL LEVEL 5 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Urban Plaza 52 Urban Plaza Lighting Design Components - Lighting Column Uplights 03 52 URBAN PLAZA LIGHTING SCHEME The urban plaza is seen as a distinctive and alluring open public space both by day and by night. The fluid, spiralling parking structure soars across Liberty Avenue three levels above street level, forming a “Gateway” structure that is supported by a field of slender columns. Various lighting applications highlight the elements that define this space. Uplighting the vertical elements of the plaza is the predominate strategy used to achieve overall ambient lighting, while fluid topographic elements of the landscape are further articulated at the ground plane through the addition of integrated light sources. Column Lighting The primary source for ambient lighting in the urban plaza is achieved through column uplighting. Integrated lighting highlights the slender angled columns, dynamically directing light to the underside of the overhead slab. Integrated Pavement Lights Highly luminous LED lights are integrated as a gradient in the plaza paving, adding a secondary light source to further illuminate the ground plane. Integrated Lighting within Seating Elements These lights are integrated at the base of the seating elements that rise from the plaza paving, highligting the modulations in the plaza surface. Lighting at Punctures in Slab The openings in the slab allow lighting concealed within the balustrades of the above levesl to flood the spaces below. Uplighting at the Lift and Sculptural Stair The glass lift and shear wall is uplit in a similar way as the columns to highlight the dynamic movement of the passenger lift within the plaza. The sculptural stair has concealed integrated ligting. Landscape Lighting The trees of the urban plaza are uplit similarly to the columns to highlight their verticality. Retail Lighting The glazed surface of the retail is highlighted by integrated ligting concealed within the shadow gap beneath the overhead slab. Ambient lighting from within the retail units further illuminates these spaces at night. A B C D E F G A B C D E F G Landscape Uplights Sculptural Stair Lighting 3 The entry control unit can stock up to 10,000 tickets. When the car park is fully occupied, ticket printout is stopped automatically The SIPARK PMA barrier with a width of up to 3.2 meters is suitable for all current passen- ger car models The printer/reader is the heart of SIPARK PMA. Reliable, fast… and the ticket slideway can be accessed for trouble- shooting purposes at any time – no tools needed Control, monitoring and administration made easy: SIPARK PMA can be smoothly integrated into larger control stations A wide variety of eval- uation options helps operators continually optimize parking space management and boost occupancy Proven, professional and internationally standardized user inter- faces make working with SIPARK PMA enjoy- able 9 5 Our SIPARK SSD and SIPARK PMA product lines make car parks much more attractive for operators and users alike. With their fast and smooth processes, they also boost car park oc- cupancy because car park users appreciate convenient parking facilities. In addition, thanks to their advanced system structure, the systems offer totally new possibilities for network integration and management. No matter if you have to manage 10 parking spaces or 10,000! Optimum occupancy. And general satisfaction The automated pay station: the clearly structured user in- terface makes oper- ation intuitive and fast for any user 4 The advantage of tickets with a central magnetic stripe: they can be read in whichever direction they have been entered. No time- consuming trial-and- error anymore The generously dimensioned LCD screen displays parking fees and user prompts The automated pay station: the clearly structured user in- terface makes oper- ation intuitive and fast for any user 4 The advantage of tickets with a central magnetic stripe: they can be read in whichever direction they have been entered. No time- consuming trial-and- error anymore The generously dimensioned LCD screen displays parking fees and user prompts Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 A comprehensive parking system is required including pay-stations and dynamic parking guidance systems. Pay-and-Display machines for on-street parking. Barrier paystations to have integrated loop detectors and entry and exit control units. Parking guidance system to have ceiling mounted dynamic direction signs and dynamic remaining-space displays. Pay-and-Display machines to have on-street parking guidance systems. Systems will be further reviewed and coordinated with the Parking Consultant. 53 SPAN AT LIBERTY AVENUE LAYOUT STUDIES PARKING SPACE LAYOUT STUDIES GuidelinesDesign Components - Technical Parameters 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 In addition to electronic systems which clarify circulation in the parking, it is preferable to impose other means of wayfinding in the parking areas. This can include signage, colour deliniation or lighting of the carpark structure itself as a form of visual reference to locate onself in the car park. This strategy not only clarifies one’s location but would also create a high quality environment. 54 WayfindingDesign Components - Technical Parameters 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 55 CONCRETE Description Exposed Concrete, light Grey, smooth/ fair-faced finish Location Typical Ceiling PAINT EPOXY COATING CONCRETE Description Specialist high gloss epoxy paint to exposed concrete walls to include elements of graphics and signage design to architect’s drawings. Colors from non-standard RAL range to be defined. Water- and graffiti-resistant treatment to surfaces at stairwells. Location Core Walls, Shear Walls - where indicated Description Specialist abrasion resistant epoxy paint to exposed concrete floors covering large surfaces. Finish to be high gloss, slip resistant and to include elements of graphics and signage design to architect’s drawings. Colors from non-standard RAL range to be defined. Location Description Exposed Concrete, light Grey, smooth / fair-faced finish. Location Core Walls, Shear Walls CONCRETE Description Exposed Concrete, light grey, smooth fair-faced finish, suitable to receive Floor Paint and/or Sealant. Specialist paint for road marking, color to be confirmed. Location Circulation Parking Spaces WALLS FLOORS CEILINGS STEEL Description 16” - 22” dia. steel pipes filled with concrete, sloped at varying angles Location Building structure COLUMNS Materials+FinishesDesign Components - Technical Parameters 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 LED Description Integrated, exterior, linear continuous LED strip lighting, following curves Location Typical Lighting on Parking Levels LIGHTING FLUORESCENT Description Surface mount strip lighting Location Supplemental Lighting, where indicated BESPOKE Description Bespoke Streetlighting Location Lighting on Public Plaza and Roof STEEL Description Painted Steel tubes Location At parking spaces and ramps, Variation 2+3 WHEEL STOPS GLASS Description Wall panels and doors to be full height, clear low-iron glass with stainless steel frames, architraves and thresholds. Ceiling to incorporate concealed and/or back lighting. High grade stainless steel ironmongery to be used with bespoke elevator button arrangement. Panels and LED floor indicator will be recessed into the wall panels and finished flush. Stainless steel handrails. Scenic elevators are a major architectural feature. Clients will enjoy the experience of these distinctive elevators and will appreciate the attention to the design and specific detailing. Location 3 cores ELEVATORS 56 Materials+FinishesDesign Components - Technical Parameters LED Description Integrated, exterior, recessed LED uplight Location Columns 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 57 LEVEL 06 33,398 Ft2 83 parking spaces LEVEL 05 50,271 Ft2 128 parking spaces LEVEL 04 50,710 Ft2 122 parking spaces LEVEL 03 32,787 Ft2 88 parking spaces LEVEL 02 26,160 Ft2 54 parking spaces LEVEL 01 49,479 Ft2 Retail Units, Bicycle Storage, BOH, Landscape [Site B] Zaha Hadid Architects 1737 Collins Park Place Miami Beach PROJECT AREAS 16 Nov 2012 Site Area without Liberty Ave 49579.47 Ft2 Site Area total 61579.47 Ft2 Parking Garage Area [Lvl 1 - 6]198349.56 Ft2 leveLmargorP Gross Area (Ft2)Parking 38983,336egaraG gnikraP 821172,055egaraG gnikraP 221017,054egaraG gnikraP 88787,233egaraG gnikraP 45061,622egaraG gnikraP 230,51egaraG gnikraP 905,91noitalucriC 288,211liateR 1HOB liateR 6,498 855,511)B etiS( epacsdnaL Total 242,796 Landscape (Liberty Ave)227,211 Total 255,518 475 Areas and Parking SchedulesDesign Components - Technical Parameters 03 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 04 PLANNING AND PROGRAMMING 58 Activity ID Activity Name Original Duration Activity % Complete Start Finish Task 1 : Planning ServicesTask 1 : Planning Services 174 22-May-12 A 21-Jan-13 A1001 1.1 - Project Kick-off Meeting 0 100%22-May-12 A AIA Schematic Design PhaseAIA Schematic Design Phase 174 22-May-12 A 21-Jan-13 Initial Planning Sessions and Development of Design ConceptsInitial Planning Sessions and Development of Design Concepts 119 22-May-12 A 23-Oct-12 A1002 1.2 - Visioning Session 0 0%23-Oct-12 A1003 1.3 - Site Reconnaissance Visit 0 100%22-May-12 A A1004.1 a) Initial Planning Sessions 0 100%01-Jun-12 A A1004.2 b) Development of 3 Design Concepts 60 100%01-Jun-12 A 31-Jul-12 A A1004.21 Deliver 3 Concepts 0 100%01-Aug-12 A A1005.0 1.5 Review Meeting Prior Community Design Workshops 0 100%01-Aug-12 A A1005.1 1.5.1 Revision to 3 Design concepts and P reparation presentation 15 100%01-Aug-12 A 15-Aug-12 A A1006.1 Community Design Workshop 1 0 100%17-Aug-12 A A1006.11 Receive Community Comments and Select 1 Proposal to Proceed with 15 100%16-Aug-12 A 30-Aug-12 A A1006.12 City Approve 1 Proposal to Proceed with 0 100%01-Sep-12 A A1006.13 Revision to Selected Design Proposal 21 100%03-Sep-12 A 20-Sep-12 A A1006.20 Community Design/Historic Preservation Board Workshop 2 and Prep. for Presentation 0 100%22-Sep-12 A A1007 1.7 Preparation of Draft Basis of Design Report 30 100%24-Sep-12 A 22-Oct-12 A A1008 Conduct LEED Workshop and Prepare Conclusions 0 100%08-Oct-12 A A1008.1 Deliver Drafts BODR 0 100%18-Oct-12 A Review of Draft BODR with CITY and Present to HPBReview of Draft BODR with CITY and Present to HPB 45 23-Oct-12 A 24-Dec-12 A1009.10 Review Draft BODR With Various CITY Departments 0 100%23-Oct-12 A A1009.20 Receive Comments from Various CITY Departments 15 0%23-Oct-12 12-Nov-12 A1009.30 Incorporate Comments from Various CITY Departments 30 0%13-Nov-12 24-Dec-12 A1009.40 Submit Application to HPB 0 0%23-Nov-12* A1009.50 Review BODR with Historic Preservation Board 0 0%24-Dec-12 Final Master Plan / BODR and Presentation to CITY CommissionFinal Master Plan / BODR and Presentation to CITY Commission 19 26-Dec-12 21-Jan-13 A1010.00 Final Master Plan / BODR and Presentation to CITY Commission 9 0%26-Dec-12 07-Jan-13 A1010.10 Deliver Final BODR 0 0%07-Jan-13 A1010.20 Presentation to CITY Commission 0 0%07-Jan-13 A1010.30 Receive and Incorporate Comments (if required)2 0%08-Jan-13 09-Jan-13 A1010.40 Deliver BODR Addendum (if required)0 0%09-Jan-13 A1010.50 Review and Approval 8 0%10-Jan-13 21-Jan-13 A1010.60 Notice to Proceed Friday 18 Jan 2013 0 0%21-Jan-13 A1011.0 Additional HPB, DBR and/or CITY Commission and/or City Department Review Meetings 0 0%21-Jan-13 Task 2 : Design ServicesTask 2 : Design Services 436 30-Aug-12 A 25-Jun-14 AIA Design Development PhaseAIA Design Development Phase 264 30-Aug-12 A 28-Oct-13 A2002.10 Task 2.1 : Verifacation of Existing Conditions 115 45%30-Aug-12 A 21-Jan-13 A2002.11 Task 2.1.1 : 30% Design Developments 90 0%22-Jan-13 27-May-13 A2002.12 Review and Approvals 22 0%28-May-13 26-Jun-13 A2002.2 Task 2.2.2 : 60% Design Developments Documents 66 0%27-Jun-13 26-Sep-13 A2002.21 Review and Approvals 22 0%27-Sep-13 28-Oct-13 AIA Construction Document PhaseAIA Construction Document Phase 172 29-Oct-13 25-Jun-14 A2002.3 Task 2.2.3 : 90% Design Development Documents 66 0%29-Oct-13 28-Jan-14 A2002.31 Review and Approvals 22 0%29-Jan-14 27-Feb-14 A2002.35 Building Permit 66 0%15-Jan-14 16-Apr-14 A2002.52 Task 2.2.3 : 100% Design Development Documents 66 0%28-Feb-14 30-May-14 A2002.53 Permit Review 22 0%17-Apr-14 16-May-14 A2002.55 Final Permitting 22 0%26-May-14 24-Jun-14 A2002.64 Task 2.3 - Task 2.8 172 0%29-Oct-13 25-Jun-14 Task 3 : Bidding and Award ServicesTask 3 : Bidding and Award Services 66 26-Jun-14 25-Sep-14 A3003 Bidding and Award Services 66 0%26-Jun-14 25-Sep-14 Task 4 : Construction Administration ServicesTask 4 : Construction Administration Services 400 26-Sep-14 07-Apr-16 A4004 Constructiion Administration 400 0%26-Sep-14 07-Apr-16 May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Qtr 2, 2012 Qtr 3, 2012 Qtr 4, 2012 Qtr 1, 2013 Qtr 2, 2013 Qtr 3, 2013 Qtr 4, 2013 Qtr 1, 2014 Qtr 2, 2014 Qtr 3, 2014 Qtr 4, 2014 Qtr 1, 2015 Qtr 2, 2015 Qtr 3, 2015 Qtr 4, 2015 Qtr 1, 2016 Qtr 2, 2016 21-Jan-13, Task 1 : Planning Services 1.1 - Project Kick-off Meeting 21-Jan-13, AIA Schematic Design Phase 23-Oct-12, Initial Planning Sessions and Development of Design Concepts 1.2 - Visioning Session 1.3 - Site Reconnaissance Visit a) Initial Planning Sessions b) Development of 3 Design Concepts Deliver 3 Concepts 1.5 Review Meeting Prior Community Design Workshops 1.5.1 Revision to 3 Design concepts and P reparation presentation Community Design Workshop 1 Receive Community Comments and Select 1 Proposal to Proceed with City Approve 1 Proposal to Proceed with Revision to Selected Design Proposal Community Design/Historic Preservation Board Workshop 2 and Prep. for Presentation 1.7 Preparation of Draft Basis of Design Report Conduct LEED Workshop and Prepare Conclusions Deliver Drafts BODR 24-Dec-12, Review of Draft BODR with CITY and Present to HPB Review Draft BODR With Various CITY Departments Receive Comments from Various CITY Departments Incorporate Comments from Various CITY Departments Submit Application to HPB Review BODR with Historic Preservation Board 21-Jan-13, Final Master Plan / BODR and Presentation to CITY Commission Final Master Plan / BODR and Presentation to CITY Commission Deliver Final BODR Presentation to CITY Commission Receive and Incorporate Comments (if required) Deliver BODR Addendum (if required) Review and Approval Notice to Proceed Friday 18 Jan 2013 Additional HPB, DBR and/or CITY Commission and/or City Department Review Meetings 25-Jun-14, Task 2 : Design Services 28-Oct-13, AIA Design Development Phase Task 2.1 : Verifacation of Existing Conditions Task 2.1.1 : 30% Design Developments Review and Approvals Task 2.2.2 : 60% Design Developments Documents Review and Approvals 25-Jun-14, AIA Construction Document Phas e Task 2.2.3 : 90% Design Development Documents Review and Approvals Building Permit Task 2.2.3 : 100% Design Development Documents Permit Review Final Permitting Task 2.3 - Task 2.8 25-Sep-14, Task 3 : Bidding and Award Services Bidding and Award Services 07-Apr-16, Task 4 : Construction Administration Services Constructiion Administration Collins Parking Place 11-Dec-12 09:47 Ac tual W ork Remaining W ork Critic al Remaining W ork Miles tone Summary Collins Parking Garage ZAHA HADID ARCHITECTS/BEREMBLUM BUSH ARCHITECTURE 1/1 © Primavera Systems, Inc. Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Planning and ProgrammingProject Schedule 59 04 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Planning and ProgrammingPermitting Authorities 60 Permitting Authorities Permitting Authorities having jurisdiction over the project include: • City of Miami Beach Office of Capital Improvements • City of Miami Beach Planning Department • City of Miami Beach Building and Zoning Department • State Fire Marshal’s Office Required Permit Reviews List of typical anticipated Permit Reviews required in order to obtain the Building Permit: 1. Certificate of Appropriateness by the City of Miami Beach Planning Department 2. Building and Zoning Department Approvals, including: • Fire Prevention • Concurrency • Building • Plumbing • Structural • Zoning • WASA • Public Works • DERM • Electrical • Engineering • Accessibility • Mechanical • Elevator If the project pursues LEED Certification, approval from USGBC will be required. No special permits are identified at this point. 04 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 61 05 COST PLAN Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Cost PlanCost Estimate Part 1 of 2 05 BODR Cost Report Collins Park Place Date: 21 December 2012 Location: Miami, FL Stories : 6 Structure Height (L.F.): 50 Floor Area (S.F.): 247,000 $247,000.00 247,000.00 Store Area (S.F): Approx. 17,600 COSTS ASSOCIATED WITH PARKING STRUCTURE Parking Structure TOTAL 1.000 i Site Preparation and Substructure 1.010 Site clearance and preparation allowance $150,000.00 1.020 Excavate and fill, sand,gravel, or common earth, on site storage $75,000.00 1.030 Standard Foundations $533,568.00 Strip footing, concrete, reinforced, soil bearing capacity 2.5 KSF, 12" deep x 24" wide Pile driving and caps 1.040 Foundation Walls - CIP, 4' wall height, direct chute, 8" thick $45,000.00 2.000 Superstructure 2.010 Composite section column, 18" to 22" Diam., 18' H for ground level and 10' H 2nd floor to 6th floor $1,200,000.00 2.020 Cast-in-place concrete beam and slab, 13" slabs and shoring $5,956,000.00 2.030 Shear Wall $80,460.00 3.000 Garage Features and Accessories 3.010 First Floor Masonry Structure Allowance $80,000.00 3.020 Feature Parapet - Concrete, reinforced, Approx. 3.5' high in average, 8" thick, smooth finish $150,000.00 3.030 Guard Rail Tension Cable System - 5 - 3/4" cables, steel post on outside where no parapet is erected and on $150,000.00 3.040 Doors - single leaf, steel frame, hollow metal, commercial quality, flush, 3'-0" x 7'-0" x 1-3/8"$22,000.00 3.050 Stair Construction 3.051 Stair01 $80,000.00 3.052 Stair02 $80,000.00 3.053 Stair03 (Feature Stair)$120,000.00 3.060 Floor Finishes - 2nd Floor - 4" fiber reinf. concrete topping on waterprrofing membrane w/drainage matt $248,438.45 C3020-410 3.070 Floor Finish levels 3 to 6 $665,281.50 3.080 Graphics and Signage - Reflecting Epoxy resin screed/self smoothers, slip resistant paint circulation area only $90,000.00 3.090 Column Paint Finish 2 Part Zinc $35,964.00 4.000 Services 4.010 3 Elevators - includes A/C, Hydraulic passenger lifts, 3500 lb, 6 floors, 100 FPM $650,000.00 4.020 Plumbing Fixtures - (restroom for parking garage employees)$6,700.00 Water closet, vitreous china, bowl only with flush valve, wall hung, shower Urinal, vitreous china, wall hung Lavatory w/trim, vanity top, PE on CI, 20" x 18" Floor and Wall Finish Water distribution pipes and connection $45,400.00 Rain Water Drainage - Floor drain, steel galv sch 40 threaded, 4" diam piping $240,000.00 4.030 Drainage - 2 Wells $168,000.00 4.040 Sprinklers - Wet pipe sprinkler systems, steel, ordinary hazard $572,400.00 4.050 Standpipes (Dry standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 floor)$11,800.00 4.060 Split HVAC Unit for garage attendant booth $5,000.00 4.070 Duct chase for future restaurants - allowance $40,000.00 4.080 Electrical Service/Distribution - Parking garage only $45,000.00 Service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 400 A Feeder installation 600 V, including RGS conduit and XHHW wire, 400 A Switchgear installation, incl switchboard, panels & circuit breaker, 400 A 4.090 Lighting and Branch Wiring $510,000.00 Receptacles incl plate, box, conduit, wire Miscellaneous power Surface mounted fluorescent fixtures - General parking area and ramp 4.100 Upper Deck lighting - Surface mounted fluorescent fixtures - General parking area and ramp $44,000.00 4.110 Communications and Security $34,050.00 Communication and alarm systems, fire detection, addressable, 12 detectors, includes outlets, boxes, conduit and wire Fire alarm command center, High definition cameras 4.120 Other Electrical Systems $21,700.00 Generator sets, w/battery, charger, muffler and transfer switch, diesel operated, 35 kW, 3 phase, 4 wire, 277/480 V, 7.5 kW 5.000 Equipment & Furnishings allowance $380,000.00 5.010 Vehicular Equipment & Signage 5.011 Architectural equipment, parking equipment, automatic gates, 8 FT arm 5.012 Pavement markings, parking stall, paint, white, 4" wide 5.013 Parking bumpers, wheel stops 5.014 Electric charging stations for electric vehicles 5.015 Signs, guide and directional signs, high intensity 5.016 Parking gates, barrier gate with programmable controller 5.017 cashier booth, average, bike storage 5.018 collector station, pay on foot 5.019 ticket spitter with time/date stamp, standard 5.020 Parking control equipment, parking control software, computer SUBTOTAL $12,535,761.95 DESIGN CONTINGENCY ALLOWANCE $1,352,746.00 $13,888,507.95 ESCALATION (2.57% annually over 3 years)*7.91%$1,098,580.98 $14,987,088.93 GENERAL CONDITIONS 7%$1,049,096.23 $14,937,604.18 Overhead and Profit 10%10%$1,493,760.42 ROUGH ORDER OF MAGNITUDE ESTIMATE as of 21 December 2012 $16,431,364.59 $16,431,364.59 COSTS ASSOCIATED WITH RETAIL COMPONENT Parking Structure Retail 3.011 Storefront Façade System*$1,500,000.00 3.021 Flood Protection $20,250.00 3.031 Storefront Entrance Doors $100,000.00 SUBTOTAL $1,620,250.00 DESIGN CONTINGENCY ALLOWANCE $125,000.00 $1,745,250.00 ESCALATION (2.57% annually over 3 years)*7.91%$138,049.28 $1,883,299.28 GENERAL CONDITIONS 7%$131,830.95 $1,877,080.95 Overhead and Profit 10%10%$187,708.09 ROUGH ORDER OF MAGNITUDE ESTIMATE as of 21 December 2012 $16,431,364.59 $2,064,789.04 $18,496,153.64 COSTS ASSOCIATED WITH PEDESTRIAN ENHANCEMENTS Parking Structure Retail Plaza 1.211 Sidewalk allowance 90,000.00 1.221 Landscaping allowance 250,000.00 1.231 Slab on Grade - and Hardscaping 650,000.00 1.241 Rain Water Drainage 120,000.00 1.251 Drainage - 1 Wells 84,000.00 1.261 Lighting @ Plaza Area allowance 150,000.00 1.271 Street lighting at Park and on 23rd street allowance 65,000.00 1.281 Landscape furniture and accessories allowance 135,000.00 SUBTOTAL 1,544,000.00 DESIGN CONTINGENCY ALLOWANCE 400,000.00 1,944,000.00 ESCALATION (2.57% annually over 3 years)*7.91%153,770.40 2,097,770.40 GENERAL CONDITIONS 7%146,843.93 2,090,843.93 Overhead and Profit 10%10%209,084.39 ROUGH ORDER OF MAGNITUDE ESTIMATE as of 21 December 2012 $16,431,364.59 $2,064,789.04 2,299,928.32 $20,796,081.96 QUALIFICATIONS AND EXCLUSIONS 1.321 Design Contingency are set as allowance 1.331 Refer to attached estimate criteria and methodology for additional information 1.341 Slab-on-grade for retail component not included - to be furnished by tenant *Note: Escalation - Based on the past and present market condition, this estimate will include an escalation of 2.57% annually from today's date to the midpoint of construction. Recent investigations by MEANS are showing that inflation has changed at a rate between .5 and 1.5 for the past 2 years; however inflation is expected to start revamping by the end of 2012. In this estimate PACO is going to use a three year accumulative inflation. Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Cost PlanCost Estimate Part 2 of 2 05 BODR Cost ReportCollins Park PlaceDate: 21 December 2012Location: Miami, FLStories : 6Structure Height (L.F.): 50Floor Area (S.F.): 247,000 $247,000.00 247,000.00Store Area (S.F): Approx. 17,600COSTS ASSOCIATED WITH PARKING STRUCTURE Parking Structure TOTAL1.000 i Site Preparation and Substructure1.010 Site clearance and preparation allowance $150,000.001.020 Excavate and fill, sand,gravel, or common earth, on site storage $75,000.001.030 Standard Foundations $533,568.00Strip footing, concrete, reinforced, soil bearing capacity 2.5 KSF, 12" deep x 24" widePile driving and caps1.040 Foundation Walls - CIP, 4' wall height, direct chute, 8" thick $45,000.002.000 Superstructure2.010 Composite section column, 18" to 22" Diam., 18' H for ground level and 10' H 2nd floor to 6th floor $1,200,000.002.020 Cast-in-place concrete beam and slab, 13" slabs and shoring $5,956,000.002.030 Shear Wall $80,460.003.000 Garage Features and Accessories3.010 First Floor Masonry Structure Allowance $80,000.003.020 Feature Parapet - Concrete, reinforced, Approx. 3.5' high in average, 8" thick, smooth finish $150,000.003.030 Guard Rail Tension Cable System - 5 - 3/4" cables, steel post on outside where no parapet is erected and on $150,000.003.040 Doors - single leaf, steel frame, hollow metal, commercial quality, flush, 3'-0" x 7'-0" x 1-3/8"$22,000.003.050 Stair Construction3.051 Stair01 $80,000.003.052 Stair02 $80,000.003.053 Stair03 (Feature Stair)$120,000.003.060 Floor Finishes - 2nd Floor - 4" fiber reinf. concrete topping on waterprrofing membrane w/drainage matt $248,438.45 C3020-4103.070 Floor Finish levels 3 to 6 $665,281.503.080 Graphics and Signage - Reflecting Epoxy resin screed/self smoothers, slip resistant paint circulation area only $90,000.003.090 Column Paint Finish 2 Part Zinc $35,964.004.000 Services4.010 3 Elevators - includes A/C, Hydraulic passenger lifts, 3500 lb, 6 floors, 100 FPM $650,000.004.020 Plumbing Fixtures - (restroom for parking garage employees)$6,700.00Water closet, vitreous china, bowl only with flush valve, wall hung, showerUrinal, vitreous china, wall hungLavatory w/trim, vanity top, PE on CI, 20" x 18"Floor and Wall FinishWater distribution pipes and connection $45,400.00Rain Water Drainage - Floor drain, steel galv sch 40 threaded, 4" diam piping $240,000.004.030 Drainage - 2 Wells $168,000.004.040 Sprinklers - Wet pipe sprinkler systems, steel, ordinary hazard $572,400.004.050 Standpipes (Dry standpipe risers, class III, steel, black, sch 40, 4" diam pipe, 1 floor)$11,800.004.060 Split HVAC Unit for garage attendant booth $5,000.004.070 Duct chase for future restaurants - allowance $40,000.004.080 Electrical Service/Distribution - Parking garage only $45,000.00Service installation, includes breakers, metering, 20' conduit & wire, 3 phase, 4 wire, 120/208 V, 400 AFeeder installation 600 V, including RGS conduit and XHHW wire, 400 ASwitchgear installation, incl switchboard, panels & circuit breaker, 400 A4.090 Lighting and Branch Wiring $510,000.00Receptacles incl plate, box, conduit, wireMiscellaneouspowerSurface mounted fluorescent fixtures - General parking area and ramp 4.100 Upper Deck lighting - Surface mounted fluorescent fixtures - General parking area and ramp $44,000.00 4.110 Communications and Security $34,050.00 Communication and alarm systems, fire detection, addressable, 12 detectors, includes outlets, boxes, conduit and wire Fire alarm command center, High definition cameras 4.120 Other Electrical Systems $21,700.00 Generator sets, w/battery, charger, muffler and transfer switch, diesel operated, 35 kW, 3 phase, 4 wire, 277/480 V, 7.5 kW 5.000 Equipment & Furnishings allowance $380,000.00 5.010 Vehicular Equipment & Signage 5.011 Architectural equipment, parking equipment, automatic gates, 8 FT arm 5.012 Pavement markings, parking stall, paint, white, 4" wide 5.013 Parking bumpers, wheel stops 5.014 Electric charging stations for electric vehicles 5.015 Signs, guide and directional signs, high intensity 5.016 Parking gates, barrier gate with programmable controller 5.017 cashier booth, average, bike storage 5.018 collector station, pay on foot 5.019 ticket spitter with time/date stamp, standard 5.020 Parking control equipment, parking control software, computer SUBTOTAL $12,535,761.95 DESIGN CONTINGENCY ALLOWANCE $1,352,746.00 $13,888,507.95 ESCALATION (2.57% annually over 3 years)*7.91%$1,098,580.98 $14,987,088.93 GENERAL CONDITIONS 7%$1,049,096.23 $14,937,604.18 Overhead and Profit 10%10%$1,493,760.42 ROUGH ORDER OF MAGNITUDE ESTIMATE as of 21 December 2012 $16,431,364.59 $16,431,364.59 COSTS ASSOCIATED WITH RETAIL COMPONENT Parking Structure Retail 3.011 Storefront Façade System*$1,500,000.00 3.021 Flood Protection $20,250.00 3.031 Storefront Entrance Doors $100,000.00 SUBTOTAL $1,620,250.00 DESIGN CONTINGENCY ALLOWANCE $125,000.00 $1,745,250.00 ESCALATION (2.57% annually over 3 years)*7.91%$138,049.28 $1,883,299.28 GENERAL CONDITIONS 7%$131,830.95 $1,877,080.95 Overhead and Profit 10%10%$187,708.09 ROUGH ORDER OF MAGNITUDE ESTIMATE as of 21 December 2012 $16,431,364.59 $2,064,789.04 $18,496,153.64 COSTS ASSOCIATED WITH PEDESTRIAN ENHANCEMENTS Parking Structure Retail Plaza 1.211 Sidewalk allowance 90,000.00 1.221 Landscaping allowance 250,000.00 1.231 Slab on Grade - and Hardscaping 650,000.00 1.241 Rain Water Drainage 120,000.00 1.251 Drainage - 1 Wells 84,000.00 1.261 Lighting @ Plaza Area allowance 150,000.00 1.271 Street lighting at Park and on 23rd street allowance 65,000.00 1.281 Landscape furniture and accessories allowance 135,000.00 SUBTOTAL 1,544,000.00 DESIGN CONTINGENCY ALLOWANCE 400,000.00 1,944,000.00 ESCALATION (2.57% annually over 3 years)*7.91%153,770.40 2,097,770.40 GENERAL CONDITIONS 7%146,843.93 2,090,843.93 Overhead and Profit 10%10%209,084.39 ROUGH ORDER OF MAGNITUDE ESTIMATE as of 21 December 2012 $16,431,364.59 $2,064,789.04 2,299,928.32 $20,796,081.96 QUALIFICATIONS AND EXCLUSIONS 1.321 Design Contingency are set as allowance 1.331 Refer to attached estimate criteria and methodology for additional information 1.341 Slab-on-grade for retail component not included - to be furnished by tenant *Note: Escalation - Based on the past and present market condition, this estimate will include an escalation of 2.57% annually from today's date to the midpoint of construction. Recent investigations by MEANS are showing that inflation has changed at a rate between .5 and 1.5 for the past 2 years; however inflation is expected to start revamping by the end of 2012. In this estimate PACO is going to use a three year accumulative inflation. Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 64 Cost Plan 05 Estimate Criteria and Methodology by PACO Group Estimate Criteria & Methodology Summary of Scope: The Project: The cultural arts neighborhood district is an area that is in need of parking for the visitors and residents of the City of Miami Beach. In order to serve this need, the City is proposing to build a five level parking garage. The site for the new parking facility is bounded by 23rd Street on the north, Park Avenue on the west, the Miami City Ballet on the south and Liberty Avenue on the east (300 to 342 23rd Street). In addition, the City owns a surface lot that serves the City Library bounded by Liberty Avenue to the west and the City Library to the south (224 23rd Street), which the City is desirous to plan as part of the services contemplated in this Request for Qualifications. This project once built will generate jobs as well as provide a source of revenue for the City. This estimate reflects the total schematic program budget for the Parking Garage structure. This estimate is based on the selection of the three Conceptual Programs and information provided by ZAHA HADID ARCHITECTS/BEREMBLUM BUSH ARCHITECTURE and updated cost data from different built parking garages, RS Means and PACO Group’s database. Cost estimates will be provided in a functional assembly format structure. Estimate Breakdown The rough order of magnitude estimate has been broken down in three different areas or functions: Parking Structure $16.4 Million Retail or Future Stores $2.1 Million Urban Plaza $2.3 Million A. Hard Costs: Direct Costs: Direct construction costs are based on current Miami union prevailing 2012 construction costs and construction cost per square foot based on a national survey of newly constructed parking structures. The approach used for assigning construction and project square foot costs for the various areas and function components of the Collins Parking structure are based on the square foot costs of a six levels structure that includes the first floor designated for commercial stores and the upper five levels for parking spaces. Mark-ups: All Direct Costs include all contractor mark-ups for the installing contractor, whether it is the General Contractor or the Sub-Contractor. In addition, a General Contractor Overhead and Profit has been applied to the combined Direct Cost and General Conditions. Design Development Contingency: A pre-award design development allowance of is included in the schematic Total Project Cost Estimate. Please notice that this contingency can be adjusted as the design advances and more details are available. General Conditions: This is the cost to the General Contractor for field overhead, such as site supervision, administration and maintenance, mobilization and demobilization, temporary utilities, field offices, sheds and other temporary construction. General Conditions also include the cost of bid, performance and payment bonds. Escalation: Based on the past and present market condition, the escalation may range from 2% to 4% annually to midpoint of construction, which is assumed to be by the summer of 2015. Using news from Turner and ENR as a guide, escalation is factored in, assuming a 2.57% escalation per year compounded over 3 years. It is assumed that the project will be awarded by summer of 2014 and construction to be completed by beginning end of 2016. At this conceptual stage of the project’s development, escalation is calculated for the overall project from the current date to the mid-point of construction. Escalation cost and duration can be modified when the Project Schedule is refined. Contractor Cost Estimate: The total of all items above is the worth or equivalent of the anticipated Construction Bid for the defined scope of work in 2012 dollars with bids obtained in the current “bidding climate”. Owner’s Contingency: No Owner contingency is included, this normally accounts for unexpected field conditions and other unknown factors that may be encountered during the design and construction process. B. Soft Costs: Planning & Engineering: Are not included in this estimate. Construction Management: Are not included in the estimate. Force Account: Estimated cost for the Client Construction Management and personnel is not included. Property Acquisition: Allowance for any property acquisition is not included in the budget. Financial Expense is not included. 65 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 APPENDIX 1 ZHA Technical Drawing Set 66 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 ZHA Appendix 1 Technical Drawings 67 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 ZHA Appendix 1 Technical Drawings 68 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 69 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 70 ZHA Appendix 1 Technical Drawings 71 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 72 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 73 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 74 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 75 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 76 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 77 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 78 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 79 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 80 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 ZHA Appendix 1 Technical Drawings 81 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 82 ZHA Appendix 1 Technical Drawings Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 ZHA/ BBA Appendix 1 Code Compliance 83 84 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 APPENDIX 2 Consultant Input Summary 85 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Appendix 2 DeSimone Consulting Engineers Consultant Input Summary - Structure Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 86 Appendix 2 DeSimone Consulting Engineers Consultant Input Summary - Structure Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 87 Appendix 2 DeSimone Consulting Engineers Consultant Input Summary - Structure Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 88 Appendix 2 DeSimone Consulting Engineers Consultant Input Summary - Structure Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 89 Appendix 2 DeSimone Consulting Engineers Consultant Input Summary - Structure Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 90 DeSimone Consulting Engineers Consultant Input Summary - StructureAppendix 2 2 No worries, we’ll try to fit it. Perhaps it shares the space with the Tenant HVAC Plant ‐ would that be ok in terms of space, access and ventilation? [Raul S. Mastrapa] We can fit it in the open Electrical Plant area. Would be very helpful if you could provide a sketch/ layout on top of our Ground Floor plan with the proposed arrangement of all ground floor plant ‐ for clarification, as our current layout only shows our assumption. [Raul S. Mastrapa] We need to find a room for the Fire Pump Room (enclosed in two‐hour fore‐rated walls), can we borrow some room from the Waste Room and /or Parking Maintenance Storage Room ???, otherwise the current ground floor schematic layout works for MEP. Many Thanks, E 1 Eva Tiedemann Subject:FW: 1737 CPG | Consultant Coordination - R&B response ROSS+BARUZZINI Thank you for your email, Raul. As you can see on the drawings, the Ground Floor plant has moved to an area adjacent to the ramp [as well as underneath], thus avoiding tight height clearances [in particular due to plinth required] for the tall units. The layout also allows for ventilation/ louvered walls. [Raul S. Mastrapa] The room shown for Tenant HVAC Plant does not require walls on the south or west, and would be better for general ventilation and dissipation of heat rejected by the Tenant’s condensers/compressors, NOT to have walls creating an enclosed room but rather have an “open” area, similar to the Electrical Plant area. OK. However, please note that the area for the Tenant HVAC Plant is underneath the ramp – as opposed to the other plant area which is along the ramp [and hence open to above]. Please confirm size of plant room required. [Raul S. Mastrapa] What you are showing on the latest attached layout dated 11/01/2012 will work OK. While we understand your concerns, we would like to achieve having all plant [including the generator and tenant HVAC] located on the Ground Floor level – to allow as much car space as possible on the roof while limiting risers throughout the building ‐ and keeping the roofscape free of any objects other than the stair cores. [Raul S. Mastrapa] The future F&B tenant’s exhaust fans could be mounted vertically above the Tenant HVAC outdoor units, only IF the future tenants are required (written stipulation in the “lease” contract) to install HEPA‐ rated filtration type “scrubbers” for the Kitchen Exhaust Hood discharge AND the City of Miami Beach Bldg Dept Officials accept discharging the exhaust air vertically (point of discharge needs to be minimum ten (10’) feet above grade and ten (10’) feet from adjacent building or property line), which your current layout allows for. Would it be possible to send sketches across so it’s easier to understand what you are referring to? Please note we have limited ceiling height in this area. Refer to sheet A00‐002 for basic section information. Please advise if “Discharge at 10’ above ground” is feasible, considering a slab above at approx. +12’‐6” T.O.S. and if not ‐ advise on alternatives. [Raul S. Mastrapa] We should be fine with the discharge point above the entry walking aisle, I believe that area is at 0’‐0“ elevation [project]. As you are aware, from a design point of view, the roof level is the ‘finish’ to a spiralling plane, culminating in a terrace‐like platform with excellent 360degrees views. The experience of the design, shape and layout of the roof level as a car park user is significant – and the roofscape may also be a back drop for events. In this respect it wants to be treated as an important feature which we need to design carefully. [Raul S. Mastrapa] Per this current layout, It looks like we can shoe‐horn the Electrical and Mechanical equipment into the ground floor level. This would leave the roof clean of our “ugly” equipment. OK. But: not “ugly”… we are just making it easier for anyone wanting to visit the pretty MEP plant: on the Ground Floor, prime location! [Raul S. Mastrapa] OK we will paint our ugly equipment with pretty colors and charge for the MEP plant tours. The final location for the FPL transformer (either pad mounted or in a “vault” room) will have to be coordinated with and approved by FPL. Please advise on potential dimensions [pad or vault] for the electrical power transformer. Is this part of the electrical room previously advised [and in current layout], 22’x8’x10’[H]? Or do we still need to find a home for it? [Raul S. Mastrapa] We can house a pad mounted transformer in the “open” Electrical Plant area, but as mentioned above the final word on this is with FPL. Please review our drawings – we are looking forward to your comments. Please confirm all required MEP equipment sizes [James, can you confirm the generator is now 6.5’x10’ as advised via phone?]. [Raul S. Mastrapa] Please allow for a 14’ x 22’ clear footprint for the Generator (this includes required clear access space all around the Generator), the Generator will have a weather‐proof enclosure (no walls required) and a critical‐residential rated type muffler (least noise generation available) for acoustical purposes. ELECTRICAL ROOM FIRE PUMP ROOM DOM. H2O PUMPGENERATOR 91 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Ross+Baruzzini Consultant Input Summary - MEP Appendix 2 92 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Tim Haahs Consultant Input Summary - Parking Appendix 2 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Appendix 2 93 (5) CLUSTERING FISHTAIL PALM, 65 GALLON, MIN. 10' TALL 1/16"=1'-0"@24"x36" Gate Gate Gate Gate Fire PumpRoomHEIGHT 10' LONG-TERMBicycle Storage Bicycle Storage Plant Area Tenant HVAC PlantSIZE TBC Staff +LoadingEntrance 200 SF Security Office ParkingMaintenanceStorage400 SF 500 SF OFFICECCTV MONITORINGIT CLOSETBREAKROOMBATHROOMCASH ROOM-> TBC Pay BOH Corridor[open to above/ speed ramp] ParkingMaintenanceStorage PayDom. H2O Pump SHORT-TERM [50 bikes] Drawn by: Checked by: Scale:Date: CAD File Name: Sheet title: G.B. BBA - Job No. ZHA - Job No. 800 Brickell Avenue, 6th Floor Miami, FL 33131 16 JAN 2013 12 11 10 9 7 MATTHEW D. BUKOLT LANDSCAPE ARCHITECT FL. LIC. # RLA 6667111 6 5 4 3 2 1 8 13 14 15 COLLINS PARK GARAGE MIAMI BEACH, FLORIDA COPYRIGHT BERENBLUM BUSCH ARCHITECTURE, INC. THESE DOCUMENTS ARE THE PROPERTY OF BERENBLUM BUSCH ARCHITECTURE, INC, ANY REPRODUCTION WITHOUT THE WRITTEN CONSENT OF BERENBLUM BUSCH ARCHITECTURE, INC. IS PROHIBITED. 12 17 16 13 14 15 EXECUTIVE ARCHITECT PRIME ARCHITECT ROSS & BARUZZINI 848 BRICKELL AVENUE SUITE 625 MIAMI, FL 33131-2949 10 BOWLING GREEN LANE LONDON, EC1R 0BQ UK MILLER LEGG SEQUIL SYSTEMS AA26002109IB26001290 LANGAN ENGINEERING DeSIMONE CONSULTING ENGINEERS CLIENT CITY OF MIAMI BEACH 1700 CONVENTION CENTER DRIVE MIAMI BEACH, FL 33139 7205 NW 19th Street, Suite 501 Miami, FL 33126 TIM HAAHS 40 NW 3rd Street, Suite 1102 Miami, FL 33128 PACO GROUP, INC. 7200 Corporate Center Drive, Suite 300 Miami, FL 33132 1221 Brickell Avenue, Suite 400 Miami, FL 33131 KIMLEY-HORN AND ASSOC., INC. 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016 5747 N.Andrews Way Fort Lauderdale, FL 33309 1 SE 4th Avenue, Suite 205 Delray Beach, FL 33483 TYPICAL - GROUND COVER OR SOD LOCATED UNDER SHADE TREE. SHADE LOVING TREES CAN BE PLACE UNDER PARKING GARAGE. REFEE TO PLANT LIST FOR OPTIONS. CABBAGE PALMS TO BE IN LINE WITH COLUMNS, CURVE TRUNK FACING STREET. Consultant Input Summary - Landscape Kimley-Horn and Associates, Inc. Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Appendix 2 94 Consultant Input Summary - Landscape Kimley-Horn and Associates, Inc. ***** *SHADE LOVING TREES Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Kimley-Horn and Associates, Inc. Consultant Input Summary - Landscape 1/16"=1'-0"@24"x36" 2'-5"100'-0" 460'-0"9'-10"EXECUTIVE ARCHITECTPRIME ARCHITECT 12 11 10 9 7 Drawn by: Checked by: Scale:Date: CAD File Name: 7205 NW 19th Street# 501Miami, FL 33126ROSS & BARUZZINITIM HAAHS AND ASSOCIATES5001 Southwest 74th CourtMiami, FL 33155PACO GROUP Sheet title: 6 5 4 3 2 G.B. 1 8 13 14 15 848 BRICKELL AVENUESUITE 625MIAMI, FL 33131-294910 BOWLING GREEN LANELONDON EC1R 0BQUK550 East Township Line RoadBlue Bell, PA 194221221 Brickell AvenueMiami, FL 3313115150 NW 79th Court#200Miami Lakes, FL 3301610418 Northwest 31st TerraceMiami, FL 33172MILLER LEGG200 South Biscayne Blvd.Suite 2790Miami, FL 33131SEQUIL SYSTEMSAA26002109IB26001290KIMLEY-HORN AND ASSOCIATESLANGAN ENGINEERINGDeSIMONE CONSULTING ENGINEERS BBA - Job No. ZHA - Job No. 800 Brickell Avenue, 6th FloorMiami, FL 33131 05 OCT 2012 13'-0"249'-4"419'-0"109'-8" 97'-7"39'-11"10'-1" 50'-0" 10'-0"270'-0"50'-0"150'-0"4'-1"27'-5"27'-5"29'-0"29'-0"29'-0"27'-5"27'-5"27'-5"12'-3"60'-0"27'-5"27'-5"27'-5"27'-5" (5) CLUSTERING FISHTAIL PALM, 65 GALLON, MIN. 10' TALL (23) LEEA COCCINEA, 7 GALLON(28) LADY PALMS, 30 GALLON,MIN. 8' HEIGHT,SPACE 42" ON CENTER(46) MING ARALIA, 3 GALLON,SPACE 24" ON CENTER(11) CLUSTERING FISHTAIL PALM,65 GALLON, MIN. 10' TALL(19) COMPACT GREEN SCHEFLERA, 3 GALLON,SPACE 24" ON CENTER (15) LADY PALMS, 30 GALLON, MIN. 8' HEIGHT, SPACE 42" ON CENTER (24) MING ARALIA, 3 GALLON, SPACE 24" ON CENTER (8) GUMBO LIMBO, FG, 10" CAL. MIN. 20' HEIGHT, 20' DIAMETER CANOPY, 8' CLEAR TRUNK. TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO COMING TO JOB SITE 1/16"=1'-0"@24"x36" 2'-5"100'-0" 460'-0"9'-10"EXECUTIVE ARCHITECTPRIME ARCHITECT 12 11 10 9 7 Drawn by: Checked by: Scale:Date: CAD File Name: 7205 NW 19th Street# 501Miami, FL 33126ROSS & BARUZZINITIM HAAHS AND ASSOCIATES 5001 Southwest 74th Court Miami, FL 33155 PACO GROUP Sheet title: 6 5 4 3 2 G.B. 1 8 13 14 15 848 BRICKELL AVENUESUITE 625MIAMI, FL 33131-294910 BOWLING GREEN LANELONDON EC1R 0BQUK550 East Township Line RoadBlue Bell, PA 19422 1221 Brickell Avenue Miami, FL 33131 15150 NW 79th Court #200 Miami Lakes, FL 33016 10418 Northwest 31st Terrace Miami, FL 33172 MILLER LEGG 200 South Biscayne Blvd. Suite 2790 Miami, FL 33131 SEQUIL SYSTEMS AA26002109IB26001290 KIMLEY-HORN AND ASSOCIATES LANGAN ENGINEERING DeSIMONE CONSULTING ENGINEERS BBA - Job No. ZHA - Job No. 800 Brickell Avenue, 6th FloorMiami, FL 33131 05 OCT 2012 13'-0"249'-4"419'-0"109'-8" 97'-7"39'-11"10'-1" 50'-0" 10'-0"270'-0"50'-0"150'-0"4'-1"27'-5"27'-5"29'-0"29'-0"29'-0"27'-5"27'-5"27'-5"12'-3"60'-0"27'-5"27'-5"27'-5"27'-5" (5) CLUSTERING FISHTAIL PALM, 65 GALLON, MIN. 10' TALL (23) LEEA COCCINEA, 7 GALLON (28) LADY PALMS, 30 GALLON, MIN. 8' HEIGHT, SPACE 42" ON CENTER (46) MING ARALIA, 3 GALLON, SPACE 24" ON CENTER (11) CLUSTERING FISHTAIL PALM, 65 GALLON, MIN. 10' TALL (19) COMPACT GREEN SCHEFLERA, 3 GALLON, SPACE 24" ON CENTER (15) LADY PALMS, 30 GALLON, MIN. 8' HEIGHT, SPACE 42" ON CENTER (24) MING ARALIA, 3 GALLON, SPACE 24" ON CENTER (8) GUMBO LIMBO, FG, 10" CAL. MIN. 20' HEIGHT, 20' DIAMETER CANOPY, 8' CLEAR TRUNK. TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO COMING TO JOB SITE 1/16"=1'-0"@24"x36" 2'-5"100'-0" 460'-0"9'-10"EXECUTIVE ARCHITECTPRIME ARCHITECT 12 11 10 9 7 Drawn by: Checked by: Scale:Date: CAD File Name: 7205 NW 19th Street# 501Miami, FL 33126ROSS & BARUZZINITIM HAAHS AND ASSOCIATES5001 Southwest 74th CourtMiami, FL 33155PACO GROUP Sheet title: 6 5 4 3 2 G.B. 1 8 13 14 15 848 BRICKELL AVENUESUITE 625MIAMI, FL 33131-294910 BOWLING GREEN LANELONDON EC1R 0BQUK550 East Township Line RoadBlue Bell, PA 194221221 Brickell AvenueMiami, FL 3313115150 NW 79th Court#200Miami Lakes, FL 3301610418 Northwest 31st TerraceMiami, FL 33172MILLER LEGG200 South Biscayne Blvd.Suite 2790Miami, FL 33131SEQUIL SYSTEMSAA26002109IB26001290KIMLEY-HORN AND ASSOCIATESLANGAN ENGINEERINGDeSIMONE CONSULTING ENGINEERS BBA - Job No. ZHA - Job No. 800 Brickell Avenue, 6th FloorMiami, FL 33131 05 OCT 2012 13'-0"249'-4"419'-0"109'-8" 97'-7"39'-11"10'-1" 50'-0" 10'-0"270'-0"50'-0"150'-0"4'-1"27'-5"27'-5"29'-0"29'-0"29'-0"27'-5"27'-5"27'-5"12'-3"60'-0"27'-5"27'-5"27'-5"27'-5"(5) CLUSTERING FISHTAIL PALM, 65 GALLON, MIN. 10' TALL(23) LEEA COCCINEA, 7 GALLON(28) LADY PALMS, 30 GALLON,MIN. 8' HEIGHT,SPACE 42" ON CENTER(46) MING ARALIA, 3 GALLON,SPACE 24" ON CENTER(11) CLUSTERING FISHTAIL PALM,65 GALLON, MIN. 10' TALL(19) COMPACT GREEN SCHEFLERA, 3 GALLON,SPACE 24" ON CENTER(15) LADY PALMS, 30 GALLON,MIN. 8' HEIGHT,SPACE 42" ON CENTER(24) MING ARALIA, 3 GALLON,SPACE 24" ON CENTER (8) GUMBO LIMBO, FG, 10" CAL. MIN. 20' HEIGHT, 20' DIAMETER CANOPY, 8' CLEAR TRUNK. TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO COMING TO JOB SITE 1/16"=1'-0"@24"x36" 2'-5"100'-0" 460'-0" 9'-10" EXECUTIVE ARCHITECTPRIME ARCHITECT 12 11 10 9 7 Drawn by: Checked by: Scale:Date: CAD File Name: 7205 NW 19th Street# 501Miami, FL 33126ROSS & BARUZZINI TIM HAAHS AND ASSOCIATES 5001 Southwest 74th Court Miami, FL 33155 PACO GROUP Sheet title: 6 5 4 3 2 G.B. 1 8 13 14 15 848 BRICKELL AVENUESUITE 625MIAMI, FL 33131-294910 BOWLING GREEN LANELONDON EC1R 0BQUK 550 East Township Line Road Blue Bell, PA 19422 1221 Brickell Avenue Miami, FL 33131 15150 NW 79th Court #200 Miami Lakes, FL 33016 10418 Northwest 31st Terrace Miami, FL 33172 MILLER LEGG 200 South Biscayne Blvd. Suite 2790 Miami, FL 33131 SEQUIL SYSTEMS AA26002109IB26001290 KIMLEY-HORN AND ASSOCIATES LANGAN ENGINEERING DeSIMONE CONSULTING ENGINEERS BBA - Job No. ZHA - Job No. 800 Brickell Avenue, 6th FloorMiami, FL 33131 05 OCT 2012 13'-0"249'-4"419'-0"109'-8" 97'-7"39'-11"10'-1" 50'-0" 10'-0" 270'-0"50'-0"150'-0"4'-1" 27'-5"27'-5"29'-0"29'-0"29'-0"27'-5"27'-5"27'-5"12'-3"60'-0"27'-5"27'-5"27'-5"27'-5" (5) CLUSTERING FISHTAIL PALM, 65 GALLON, MIN. 10' TALL (23) LEEA COCCINEA, 7 GALLON (28) LADY PALMS, 30 GALLON, MIN. 8' HEIGHT, SPACE 42" ON CENTER (46) MING ARALIA, 3 GALLON, SPACE 24" ON CENTER (11) CLUSTERING FISHTAIL PALM, 65 GALLON, MIN. 10' TALL (19) COMPACT GREEN SCHEFLERA, 3 GALLON, SPACE 24" ON CENTER (15) LADY PALMS, 30 GALLON, MIN. 8' HEIGHT, SPACE 42" ON CENTER (24) MING ARALIA, 3 GALLON, SPACE 24" ON CENTER (8) GUMBO LIMBO, FG, 10" CAL. MIN. 20' HEIGHT, 20' DIAMETER CANOPY, 8' CLEAR TRUNK. TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO COMING TO JOB SITE AT BICYCLE STORAGE LIBERTY AVENUE - TREE CANOPIES LIBRARY LOADING - GREEN WALL SHIELD STUDY: AT PUBLIC PLAZA TREES AND COLUMNS Lady Palm Ming Auralia Gumbo Limbo Lady Palm Ming Auralia Fish Tail Palm Green Schefflera Appendix 2 95 96 Memorandum 15150 N.W. 79th Court, Suite 200 Miami Lakes, FL 33016 T: 786-264-7200 F: 786-264-7201 To: Eva Tiedemann (Zaha Hadid) From: Leonardo Rodriguez, P.E. Info: Gustavo Berenblum (Berenblum Busch) Cristina Gonzalez, Vince Yarina, Eric Schwarz, Todd Rubino, Michael Carr (Langan) Date: November 7, 2012 Re: Status Memorandum 1737 Collins Park Garage City of Miami Beach Langan Project No.: 300089801 Per your request, this memorandum serves to update the previous memorandum dated 10 July 2012 entitled FEMA Base Flood Elevation Memorandum. PREVIOUSLY INCLUDED INFORMAITON Langan prepared this memorandum identifying the Federal Emergency Management Agency (FEMA) corresponding zone and Base Flood Elevation in which the Project is located. The Project is located in the City of Miami Beach and is bounded on the north by 23rd Street, on the east by Collins Avenue, on the south by 22nd Street and on the west by Park Avenue. The project site is bisected by Liberty Avenue in the north to south direction. The development proposed to be constructed on this site is an iconic parking garage with retail space on the lowest floor. No below grade parking is proposed. Please refer to the attached Schematic Site Plan, Sheet A00-100, prepared by Zaha Hadid Architects and dated 15 June 2012. The FEMA Flood Insurance Rate Map (FIRM) indicates that the project is located in zone AE with a base flood elevation of 8.0 feet NGVD. The specific purpose survey entitled Miami Beach Regional Library dated 19 February 2003 prepared by Cousins Surveyors & Associates, Inc., reflects elevations within the project site in the range of 4.8 to 6.8 feet NGVD. Based on the FEMA FIRM map, the minimum finished floor elevation of the proposed building shall be 8.0 feet NGVD. FEMA does allow placing the minimum finished floor elevation below the base flood elevation provided that the building is designed, constructed and certified to be floodproofed. FEMA provides two options to floodproof a structure as explained in Technical Bulletin 3-93 and 7-93 which we have attached to this memorandum for your use and the use of the other consultants in the project team. The following is a summary explanation of the two options. The following are the two options available to address the flood proofing requirements if the finished floor elevation is below the FEMA base flood elevation of 8.0 feet NGVD: A. Dry Flood Proofing: Construction of water tight walls substantially impermeable to the passage of water and with structural components having the capability of resisting MEMO Status Memorandum 1737 Collins Park Garage City of Miami Beach Langan Project No.: 300089801 November 7, 2012- Page 2 of 3 hydrostatic and hydrodynamic loads and effects of buoyancy per the National Flood Insurance Program (NFIP) Section 60.3(c)(8). See attached Technical Bulletin 3-93. This option will require the retail areas and the restaurant to be a closed structure with flood gates provided at the ingress and egress openings as well as any other openings below Elevation 8.0 feet NGVD. Flood gates will have to provide flood protection up to elevation 8.0 feet NGVD + 1 foot. B. Wet Proofing: Construction of the structure in such a manner that provides resistance to flood damage by allowing flood waters to enter the structure. Flooding of a structures interior is intended to counteract hydrostatic pressure on the walls, surfaces and supports of the structure by equalizing interior and exterior water levels during a flood. The portions of the structure below the base flood elevation must be constructed with flood resistant materials. This option may work for the parking garage portion but not for the retail and restaurant portion of the project. See attached Technical Bulletin 7-93. Please note that vehicles parked inside the garage below elevation 8.0 feet NGVD may be damaged by flood waters. In summary, constructing the retail and restaurant portions of the project at existing street grade elevation which vary from elevation 4.8 to 6.8 feet NGVD will require Dry Flood Proofing to elevation 9.0 feet NGVD as explained in Technical Bulletin 3-93. Langan recommends that a meeting with the City of Miami Beach Building Official be coordinated to confirm the above. We also recommend that this meeting be attended by the executive architect, the structural engineer and Langan. Please note that the above has been provided for informational purposes only. Final decision of the placement of the finished floor elevation and the type of floodproofing to be implemented shall be made by the architect. NEW INFORMATION Phase I Environmental Assessment Initial information gathered by Langan’s environmental team indicates the following: Our historical research revealed that two potential dry cleaners and two gasoline stations operated on the site. Langan reviewed the EE&G draft Phase II EAS Report that was provided to the team. This report documented soil and ground water petroleum contamination on-site. The report did not contain the analytical results or figures. Langan requested a copy of the final report from The City of Miami Beach. Langan contacted and interviewed the following City of Miami Beach representatives: Thais Vieira, Kevin Crowder, and Jorge Gomez. The former dry cleaners were not mentioned by EE&G in their report and were not assessed. MEMO Status Memorandum 1737 Collins Park Garage City of Miami Beach Langan Project No.: 300089801 November 7, 2012- Page 2 of 3 hydrostatic and hydrodynamic loads and effects of buoyancy per the National Flood Insurance Program (NFIP) Section 60.3(c)(8). See attached Technical Bulletin 3-93. This option will require the retail areas and the restaurant to be a closed structure with flood gates provided at the ingress and egress openings as well as any other openings below Elevation 8.0 feet NGVD. Flood gates will have to provide flood protection up to elevation 8.0 feet NGVD + 1 foot. B. Wet Proofing: Construction of the structure in such a manner that provides resistance to flood damage by allowing flood waters to enter the structure. Flooding of a structures interior is intended to counteract hydrostatic pressure on the walls, surfaces and supports of the structure by equalizing interior and exterior water levels during a flood. The portions of the structure below the base flood elevation must be constructed with flood resistant materials. This option may work for the parking garage portion but not for the retail and restaurant portion of the project. See attached Technical Bulletin 7-93. Please note that vehicles parked inside the garage below elevation 8.0 feet NGVD may be damaged by flood waters. In summary, constructing the retail and restaurant portions of the project at existing street grade elevation which vary from elevation 4.8 to 6.8 feet NGVD will require Dry Flood Proofing to elevation 9.0 feet NGVD as explained in Technical Bulletin 3-93. Langan recommends that a meeting with the City of Miami Beach Building Official be coordinated to confirm the above. We also recommend that this meeting be attended by the executive architect, the structural engineer and Langan. Please note that the above has been provided for informational purposes only. Final decision of the placement of the finished floor elevation and the type of floodproofing to be implemented shall be made by the architect. NEW INFORMATION Phase I Environmental Assessment Initial information gathered by Langan’s environmental team indicates the following: Our historical research revealed that two potential dry cleaners and two gasoline stations operated on the site. Langan reviewed the EE&G draft Phase II EAS Report that was provided to the team. This report documented soil and ground water petroleum contamination on-site. The report did not contain the analytical results or figures. Langan requested a copy of the final report from The City of Miami Beach. Langan contacted and interviewed the following City of Miami Beach representatives: Thais Vieira, Kevin Crowder, and Jorge Gomez. The former dry cleaners were not mentioned by EE&G in their report and were not assessed. MEMO Status Memorandum 1737 Collins Park Garage City of Miami Beach Langan Project No.: 300089801 November 7, 2012- Page 3 of 3 The City of Miami Beach was aware of the gasoline stations but not the dry cleaners. Phase II activities will be necessary to better understand the extent of contamination and potential impacts on development and construction. The asbestos survey samples to date show not asbestos. However, we require access to two bathrooms and a utility room which have not been tested. Underground Utilities On-Site During our last coordination meeting, it was mentioned that a ground penetrating radar (GPR) survey of the parcels would be helpful in identifying the location of existing underground utilities that may be present on the project site. It was also mentioned that the City would have to approve this additional survey work. If this survey has been completed, please forward Langan a copy so that we can begin to understand where the utilities are located and begin to coordinate with Ross + Baruzzini their future location. Please feel free to contact me if you have any questions. FL Certificate of Authorization No. 6601 \\langan.com\data\MI\data8\300089801\Office Data\Memorandums\2012-11-07 Status Memorandum\2012-07-10 FEMA Memo.docx Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Langan Engineering Consultant Input Summary - Civil, Geotechnical, Environmental and Asbestos Appendix 2 97 TitleY?N Credit Current Status LEED Checklist Tuesday, September 11, 2012 www.sequil.com Miami Beach Collins Park Garage Reg Avail Project Information Project Information 1000PI 1 D ‐ Pending ‐ Project Information 2000PI 2 D ‐ Pending ‐ Project Information 3000PI 3 D ‐ Pending ‐ Project Information 4000PI 4 D ‐ Pending ‐ 0 0 0 Sustainable Sites Construction Activity Pollution Prevention000SS p1 C ‐ Pending Site Selection1SS 1 D ‐ Pending Development Density & Community Connectivity5SS 2 D ‐ Pending Brownfield Redevelopment1SS 3 D ‐ Pending Public Transportation6SS 4.1 D ‐ Pending Bike Storage & Changing Rooms2SS 4.2 D ‐ Pending Low Emitting & Fuel Eff Vehicles3SS 4.3 D ‐ Pending Parking Capacity2SS 4.4 D ‐ Pending Protect or Restore Habitat1SS 5.1 Not Pursuing Maximize Open Space1SS 5.2 D ‐ Pending Stormwater, Quantity1SS 6.1 D ‐ Pending Stormwater, Quality1SS 6.2 D ‐ Pending Heat Island, Site1SS 7.1 C ‐ Pending Heat Island, Roof1SS 7.2 D ‐ Pending Light Pollution1SS 8 Not Applicable Tenant Design and Construction Guidelines1SS 9 D ‐ Pending ‐ 24 2 2 Water Efficiency Water Use Reduction000WE p1 D ‐ Pending Water Efficient Landscaping22WE 1 D ‐ Pending Innovative Wastewater Technologies2WE 2 D ‐ Pending Water Use Reduction4WE 3 D ‐ Pending 8 2 0 Energy and Atmosphere Fundamental Commissioning000EA p1 C ‐ Pending Minimum Energy Performance000EA p2 D ‐ Pending Fundamental Refrigerant Management000EA p3 D ‐ Pending Optimize Energy Performance3108EA 1 D ‐ Pending On‐site Renewable Energy13EA 2 D ‐ Pending Page 1 of 3 MIAMI • PALM BEACH • THE AMERICAS One Southeast 4th Avenue, Suite 205 Delray Beach, Florida 33483 USA +1 (561) 921-0900 happell@sequil.com SEQUIL Systems, Inc. MEMORANDUM COLLINS PARK GARAGE, MIAMI BEACH To: Eva Tiedemann, Zaha Hadid Architects From: Heather Appell, SEQUIL Systems Inc. Re: BODR LEED Design Input Date: 05 November 2012 Copy: Gustavo Berenblum, Berenblum Busch Architecture Project Team, via email This memorandum presents a LEED review of the design coordination documents received on 05 October 2012 for the Collins Park Garage project. LEED Project Checklist The current LEED preliminary checklist is still indicating pursuit of LEED Silver certification, showing 59 points anticipated and 23 possible additional points. At this time, there is no need to change any pursued points based on the drawings received in October. LEED Online Registration The USGBC has been contacted for clarification on pursuing LEED certification for this project. They have confirmed that this project is able to achieve LEED certification regardless if it’s a parking garage. The team has also checked through all LEED interpretations on the USGBC website and have found a recent update on the “parking garage” Issue #10079 from early-October stating that the USGBC no longer requires a parking/gross floor area ratio. It is now appropriate for the City of Miami Beach to move forward in registering the project onto LEED online. Project Title For LEED purposes, it is recommended that the project have a different title that does not incorporate “Park Garage”. Although it is currently understood that as long as the project meets all LEED Minimum Project Requirements (MPRs) it does not matter what type of project it is, it is advised for the sake of LEED review that the project’s name embrace the other prominent functions of the building. / / / Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Sequil Consultant Input Summary - LEED Appendix 2 98 TitleY?N Credit Current Status LEED Checklist Tuesday, September 11, 2012 www.sequil.com Miami Beach Collins Park Garage Reg Avail LEED AP1ID 2 C ‐ Pending 5 1 Regional Priority Regional Priority: WEc21RP 1 D ‐ Pending Regional Priority: EAc1 (28%)1 RP 2 D ‐ Pending Regional Priority: MR 5 (20%)1 RP 3 C ‐ Pending Regional Priority: IEQ 8.11RP 4 D ‐ Pending 2 2 59 23 28 43 16 0 0 0 0 0 0 0 0 0 0 Pending Ready to Submit Under Review Pending Clarification Denied Earned 43 16Subtotals Project Totals 6 0 0 0 0 0 6 2 0 0 0 0 0 2 59 0 0 0 0 0 59 DESIGN CONST DES + CONST 8 0 0 0 0 0 8 Pre Cr Pre Cr Pre Cr Pre Cr 40 ‐ 49 = CERTIFIED 50 ‐ 59 = SILVER 60 ‐ 79 = GOLD 80 ‐ 110 = PLATINUM Page 3 of 3 TitleY?N Credit Current Status LEED Checklist Tuesday, September 11, 2012 www.sequil.com Miami Beach Collins Park Garage Reg Avail Enhanced Commissioning2EA 3 C ‐ Pending Enhanced Refrigerant Management2EA 4 D ‐ Pending Measurement and Verification ‐ Base Building3EA 5.1 Not Pursuing ‐ Measurement and Verification ‐ Tenant Submetering3EA 5.2 Not Pursuing ‐ Green Power2EA 6 C ‐ Pending 7 13 17 Materials and Resources Storage & Collection of Recyclables000MR p1 D ‐ Pending Building Reuse ‐ Maintain Existing Walls, Floors, and Roof5MR 1 Not Applicable ‐ Construction Waste Management2MR 2 C ‐ Pending Materials Reuse1MR 3 Not Pursuing Recycled Content11MR 4 C ‐ Pending Regional Materials2MR 5 C ‐ Pending Certified Wood1MR 6 C ‐ Pending 5 2 6 Indoor Environmental Quality Minimum Indoor Air Quality Performance000IEQ p1 D ‐ Pending Environmental Tobacco Smoke Control000IEQ p2 D ‐ Pending Outdoor Air Delivery Monitoring1IEQ 1 Not Pursuing Increased Ventilation1IEQ 2 Not Pursuing Construction IAQ Management Plan ‐ During Construction1IEQ 3 C ‐ Pending ‐ Adhesives & Sealants1IEQ 4.1 C ‐ Pending Paints & Coatings1IEQ 4.2 C ‐ Pending Flooring Systems1IEQ 4.3 C ‐ Pending Composite Wood and Agrifiber1IEQ 4.4 C ‐ Pending Indoor Chemical Pollutant Source Control1IEQ 5 Not Pursuing Controllability of Systems ‐ Thermal Comfort1IEQ 6 D ‐ Pending ‐ Thermal Comfort ‐ Design1IEQ 7 D ‐ Pending ‐ Daylight1IEQ 8.1 D ‐ Pending Views1IEQ 8.2 D ‐ Pending 8 1 3 Innovation and Design Innovation and Design: WEc2 EP1ID 1.1 D ‐ Pending Innovation and Design: SSc4.1 EP1ID 1.2 D ‐ Pending Innovation and Design: Green Cleaning1ID 1.3 D ‐ Pending Innovation and Design: TBD1ID 1.4 C ‐ Pending Innovation and Design: TBD1ID 1.5 C ‐ Pending Page 2 of 3 Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 Appendix 2 Sequil Consultant Input Summary - LEED Z a h a H a d i d A r c h i t e c t s C O L L I N S P A R K P L A C E M I A M I B E A C H Final BODRTask 1.10 January 16, 2013 9999 APPENDIX 3 Kimley-Horn Traffic Study Please refer to separate book submitted.