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Executive Summary
Miami Marine Stadium Restoration 3501 Rickenbacker Causeway Key Biscayne, Florida 33149 incaie 91AI19 �7: City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Avenue, 8th Floor Miami, Florida 33130 CANDELA + PARTNERS ARCHITECTURE PLANNING INTERIOR DESIGN Associate Architect PHASE 1 EXECUTIVE SUMMARY Prepared by RJ Heisenhottle Architects P.A. 2199 Ponce de Lean, Suite 400. Coral Gables, Florida 33134 305.446.7799 - www.rjha.net TABLE OF CONTENTS RESTORATION TEAM SCHEDULE OF WORK PHASE 1—PROJECT TASK PART A— BUILDING CONDITIONS ASSESSMENT RECOMMENDATIONS REPORTS EXECUTIVE SUMMARIES.........................................................................................................................................1 • ARCHITECTURAL CONDITION ASSESSMENT • MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION CONDITIONS ASSESSMENT • STRUCTURAL EVALUATION REPORT • MARINE STRUCTURAL, CIVIL ENGINEERING & ENVIRONMENTAL PERMITTING CONDITIONS ASSESSMENT, TESTING & ANALYSIS • THEATRICAL CONDITIONS ASSESSMENT • ARCHITECTURAL LIGHTING ASSESSMENT • GEOTECHNICAL ASSESSMENT • LANDSCAPE ARCHITECTURE ASSESSMENT • ACOUSTIC & SOUND SYSTEMS REPORT & RECOMMENDATIONS • CONSERVATION SCIENCE ASSESSMENT PART B— ARCHITECTURAL PROGRAM EXECUTIVE SUMMARY...............................................................................2 • VISIONING WORKSHOP SUMMARY • PROGRAM WORKSHEET • BLOCK DIAGRAMS PART C— COST ESTIMATE EXECUTIVE SUMMARY..................................................................................................3 PART D— EXISTING CONDITIONS DOCUMENTATION & LASER SCAN EXECUTIVE SUMMARY...............................4 R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 WWW.RJHA.NEI RESTOF TEAM *� IFIFFI lFlfll ,�.� MIAMI MARINE STADIUM RESTORATION PHASE 1 Schedule of Work • Phase 1 Existing Condition Assessment & Recommendations, Programming & Cost Estimate City Commission Meeting • Phase 2 Design & Construction Documents Bidding & Permitting City Commission Approval • Phase 3 Construction (18 months) January 31, 2017 — June 29, 2017 July 13, 2017 July 17, 2017 -July 17, 2018 July 17, 2018 - October 17, 2018 October 18, 2018 November 1, 2018 — May 31, 2020 MIAMI MARINE STADIUM RESTORATION PHASE 1 PHASE 1- PROJECT TASKS • INITIAL TEAM SITE VISIT JANUARY 31, 2017 • BUILDING CONDITION ASSESSMENT & RECOMMENDATION REPORT • COMPLETED • ARCHITECTURAL BUILDING PROGRAMMING • COMPLETED • DOCUMENT EXISTING CONDITIONS - LASER SCANNING BIM MODEL • COMPLETED • BUDGET COST ESTIMATE • COMPLETED MIAMI MARINE STADIUM RESTORATION PHASE 1 Miami Marine Stadium Restoration 3501 Rickenbacker Causeway Key Biscayne, Florida 33149 City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Avenue, 8th Floor Miami, Florida 33130 CANDELA + PARTNERS ARCHITECTURE PLANNING INTERIOR DESIGN Associate Architect PHASE 1 gal Ioil r:I Building Conditions Assessment & Recommendations Report Executive Summaries Prepared by RJ Heisenbottle Architects P.A. 2199 Ponce de Leon, Suite 400. Coral Gables, Florida 33134 305.446.7799 - www.rjha.net Architectural Conditions Assessment Executive Summary R.J. HEISENBOTTLE ARCHITECS R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET EXECUTIVE SUMMARY June 26, 2017 ARCHITECTURAL EXISTING CONDITIONS ASSESSMENT AND RECOMMENDATIONS After assessing the existing conditions of the Commodore Ralph Munroe Miami Marine Stadium RJ Heisenbottle has the following architectural recommendations: ARCHITECTURAL SIGNIFICANCE AND OVERALL APPROACH The Commodore Ralph Munroe Miami Marine Stadium is a restorable architecturally significant his- torical structure unique to its location and coastal environment. The structural concrete skeleton of the Miami Marine Stadium should have the graffiti removed and be restored to its original appearance per the structural recommendations and using compatible con- crete patching methods that harmonize the original exposed concrete finishes typical of the modern brutalist style. Exposed concrete surfaces once restored, should be sealed with appropriate clear si- loxane water repellant sealer to enhance its longevity. The original architectural components most of which are seriously deteriorated or have been vandal- ized should be restored or replaced to meet current Florida Building Code requirements for Existing Buildings, Alteration Level 2. All original handrails and safety guardrails should be replaced in a man- ner sensible to the original nautical concept but should be constructed of anodized aluminum or ma- rine grade stainless steel due to the marine environment exposure. WALL CONSTRUCTION The existing original concrete and concrete masonry walls are in good condition, but have been exten- sively vandalized by graffiti artists. The graffiti should be removed with the gentlest means possible and wall surfaces restored to their original condition. After restoration all wall surfaces of exposed concrete finish should receive a clear siloxane water repellant coating for conservation purposes. FLOOR CONSTRUCTION The existing original concrete floor construction is in generally good condition. However, some loca- tions in need of localized restoration and repair. Graffiti vandalized floors must be cleaned using the gentlest means possible and restored as per original design intention. After restoration all wall sur- faces of exposed concrete finish should receive a clear siloxane water repellant coating for conserva- tion purposes. R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 WWW.RJHA.NET ROOF CONSTRUCTION The existing original concrete roof construction is in generally good condition however some locations are in need of localized restoration and repair. The roof structure must be restored as per structural engineering and conservation recommendations. After restoration the underside of the roof surfaces of exposed concrete finish should receive a clear siloxane water repellant coating for conservation purposes. The roof should be cleaned of all dirt and mold and then receive a liquid applied water- proofing membrane to further enhance its longevity. CIRCULATION & ACCESSIBILITY The existing building does not meet the current requirements of the Florida Accessibility Code. The Accessibility route must be addressed from the site to the grandstand and main concourse levels. The existing original access ramps to the grandstands do not comply with current accessibility standards and must be supplemented with code compliant access ramps. Accessible seating locations with companion seating must be provided at both the upper and lower seating levels. The existing stairs are in good condition and appear to comply with current code requirements provided new anodized aluminum or marine grade stainless steel handrails and guardrails are installed. Security layers and controls must also be addressed as part of the final restoration design. Security consultant is highly recommended for this task. APPLICABLE CODES The Marine Stadium Restoration project must comply with the Florida Building Code 2014 Edition, and all its provisions including those of the Florida Accessibility Code, Existing Building Code, Altera- tion Level 2. In addition all current requirements of NFPA Life Safety Code will also apply. Public Toilet requirements are a challenge as these have greatly increased since construction of the original facility. These requirements must be addressed further in the Schematic Design Phase. R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 WWW.RJHA.NET Mechanical, Electrical, Plumbing &Fire Protection Assessment Executive Summary JOHNSON, AVEDANO, LOPEZ, RODRIGUEZ & WALEWSKI ENGINEERING GROUP, INC. R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET JOHNSON, AVEDANO, LOPEZ, RODRIGUEZ & WALEWSKI ENGINEERING GROUP, INC. June 28, 2017 Miami Marine Stadium Renovation Executive Summary - Building Conditions Assessment & Recommendations Report The following is an Executive Summary of our Building Conditions Assessment & Recommendations Report for the Miami Marine Stadium Renovation project. HVAC New heating, ventilation and air conditioning system will be provided in accordance with current Code requirements for enclosed areas of the ground level and mezzanine of the marine stadium and for the floating stage. The system will include a 100 tons air cooled chiller located approximately 800 ft. away from the stadium. The floating stage will have provisions for flexible hose connections to the chilled water when the barge is docked in front of the stadium and partial air conditioning DX system when it is docked remotely. Plumbing All sanitary, domestic and hot water system will be new and connected to the new utilities in accordance with current Code requirements. The Floating Stage will include a holding tank and a sewer pumping system. Main land system will include flexible hose connection for water and sanitary to the Floating Stage. Fire Protection All sprinkler systems will be new and will be installed in enclosed areas of the stadium. Main open stadium will not be provided with fire sprinkler system. Floating stage will include FM200 fire suppression system Electrical System A survey of the existing facility was performed. The original electrical system has been vandalized and is no longer useful therefore a new electrical service will be provided from the West Electrical Room structure designed in 2015 as part of the Flex Park project and a complete new distribution system shall be provided for the Stadium and Floating Stage Barge. Electrical connections for the floating barge stage will be provided to allow the barge to connect to utility power and other low voltage systems while docked at the stadium. The barge will need to have its own power generating plant (generator) to allow it to maintain minimum power requirements while the barge is docked remotely where utility power may not be available. Standby Power shall be provided through an onsite self-contained generator. The generator shall provide power for Life Safety loads under an emergency (Loss of Power) condition. A complete system of empty conduits shall be provided for low voltage systems consisting of telecommunications, Security, Access Control, Public Address and other specialty systems designed by others. A complete Fire Alarm system consisting of annunciation, initiation and other devices shall be provided for the renovated Stadium and floating stage barge. END OF EXECUTIVE SUMMARY 2510 Northwest 97th Avenue, Suite 220 — Doral, Florida 33172 Phone (305) 594-0660 - Fax (305) 594-0907 www.jalrw.com R:\17006.01 - Miami Marine Stadium\report\2017-0628 - Executive Summary.docx Srtructural Report Executive Summary WJE R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET ENGINEERS WJE � ARCHITECTS MATERIALS SCIENTISTS MIAMI MARINE STADIUM Structural and Materials Assessment Virginia Key, Florida EXECUTIVE SUMMARY In performing our structural condition assessment of NMS, WJE reviewed numerous reports on the structure prepared by other parties between 1993 and 2016. In addition, WJE performed a detailed field investigation of the structure including all elements except the over land foundation piles and grade beams concealed by the ground level structural slab. Concrete cover scans and half -cell potential tests were conducted in the field to determine as built conditions and determine the likelihood of active corrosion on the reinforcing steel. We obtained 44 concrete cores and other material samples from throughout the structure, on which WJE performed the following testing in our laboratories: ■ Concrete compressive strength and unit weight ■ Chloride content at 149 discrete locations ■ Petrographic analysis ■ SEM/EDS analysis We also performed structural analysis on limited portions of the structure to better understand the observed conditions with respect to serviceability and causation of distress. Based on the work described above, it is our opinion that the corrosion related deterioration to the concrete structure is primarily due to chlorides from seawater. While some of the most severely deteriorated areas in the over water portion can be more easily and efficiently replaced than repaired, the majority of the structure can be repaired in place using standard concrete repair techniques to provide decades of additional use. The amount of maintenance required and the eventual functional life of the repairs will be largely dependent on the corrosion mitigation methods employed and the diligence of maintenance. Based on its current condition, it is not reasonable to expect the same levels of routine maintenance and life expectancy at a repaired MMS than would be expected for a new structure constructed in the same or similar location. However, it is possible with reasonable efforts to extend the functional life of MMS by several decades. Marine, Civil & Enviromental Report Executive Summary COASTAL SYSTEMS R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET CONCLUSIONS AND RECOMMENDATIONS Conclusions The final decision on the repairs or replacement of the piles for the overwater section of the stadium building will depend highly on the evaluation and recommendations from the structural engineers on the condition and options for the superstructure. This report provides two options for the piles supporting the overwater section that are dependent on the final stadium restoration construction for the superstructure. The primary challenges associated with permitting the proposed Project will be securing regulatory approval and demonstrating the avoidance, minimization, and compensation of ecological resource impacts associated with the events within the established programming for the use of the building. The permanent location of the barge will need to be reviewed as this has the potential to impact the most seagrasses due to the lack of sunlight caused by the barge. Appendix D shows the plans depicting the original location of the stage barge. The overwater section of the building will be repaired or replaced within the same footprint. Therefore, no significant challenges with the environmental permitting are expected to develop from this activity. Any upland activity or construction will only require the typical building permits through the City and associated review by the various agencies, including the County and possibly State, due to the proximity to the Florida Department of Transportation State Road 913 and increase in traffic due to the planned events. Recommendations Marine Engineering Recommendations: Part of any structural design is to understand all of the loads that will be experienced by the structure. On waterfront projects, several additional loads are applied due to storm surge and wave loads. A coastal study is performed to determine the surge and wave heights based on COASTAL Coastal Systems International, Inc. Miami Marine Stadium Restoration Engineering and Permitting 464 South Dixie Highway Phase 1 Feasibility Recommendations Coral Gables, FI 33146 www.COASTALSYSTEMSINT.COM Report SYSTEMS I NT can AT 10 NA I. the 25, 50, and 100 year return storm events. The results from the coastal study are used to establish the loads. The wave loads on the piles, and possibly the horizontal members, is dependent on the wave crest elevation during the highest storm surge. A coastal engineering study is recommended as a next step to determine the storm surge and wave heights for the 50 year storm return period. The coastal study will also determine the scour along the bulkhead and overwater piles. Based on the scour results, protection against scour and against the undermining of the bulkhead can be provided by adding riprap with filter fabric along the seaward side of the bulkhead Site Civil Recommendations: No connections for fire protection service appears to be shown on the plans for the structure. The Stadium restoration will include a fire suppression system, therefore, a fire connection with Post Indicator Valves and Double Detector Check Valves will be required. Fire Department Connections will also be required within 100 feet of a fire hydrant and within 300 feet of a secondary fire hydrant. No provisions have previously been made for the rainwater leaders that discharge from the stadium's roof. It is recommended that the plumbing engineer for the Marine Stadium Restoration Project coordinate with the City of Miami, to connect the roof rainwater leaders to the overall drainage system. Environmental Permitting Review Recommendations: While we always recommend that a pre -application meeting is held with each of the agencies in order to obtain an all-encompassing view of the expected documentation and application submittal, at this time, Coastal Systems was unable to schedule any formal pre -application meetings with the various agencies, due to agency staffing constraints and lack of conceptual programming plans. However, once the next phase of the project begins, Coastal Systems will coordinate and attend meetings with the agencies to review the conceptual plans and barge dock location. COASTAL Coastal Systems International, Inc. Miami Marine Stadium Restoration Engineering and Permitting 464 South Dixie Highway Phase 1 Feasibility Recommendations Coral Gables, FI 33146 WWW.COASTALSYSTEMSINT.COM Report SYSTEMS I NT can AT 10 NA I. The information assimilated to date should be utilized to prepare comprehensive permit applications that demonstrate Project purpose and need. Additional information regarding impact avoidance and minimization, facility design, barge and dock plans and specifications, best management practices for construction, and other permit specific criteria are necessary for application review. The preparation of a complete permit application reduces the number of agency RAls, and therefore reduces permitting costs and permit processing duration. Next Steps for the Stadium Restoration Construction Phase • Conduct a marine resource survey of the proposed barge dock location. • Conduct a bathymetric survey of the proposed barge dock location. • Coastal Engineering Study • Structural Evaluation Report of existing seawall along the north side of the basin. • Prepare structural repair plans for the barge dock (if required). • Prepare and submit Permit Applications. COASTAL SYSTEMS I NT can AT 10 NA I. Coastal Systems International, Inc. Miami Marine Stadium Restoration Engineering and Permitting 464 South Dixie Highway Phase 1 Feasibility Recommendations Coral Gables, FI 33146 www.COASTALSYSTEMSINT.COM Report Theatrical Conditions Assessment Report Executive Summary FISHER DACHS & ASSOCIATES R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET Theatre Planning and Design 22 west 19 street New York NY 10011 Tel 212 691 3020 Fax 212 633 1644 www.fda-online.com 26 June 2017 Marine Stadium Restoration THEATRE CONSULTANT'S EXECUTIVE SUMMARY After assessing existing conditions at the Marine Stadium, Fisher Dachs Associates, Theatre Planning and Design, has the following recommendations for the restored venue. Seating. Wooden seats should be replaced with blow -molded polyethylene seats. Seats should be a minimum of 21 inches wide, with self -rising pans. The new seating layout should incorporate preferred/VIP seating. ADA compliant wheelchair positions should be included in all ticket -price areas. Rest Rooms. Rest rooms should be expanded at least to Code minimum, with twice as many facilities for women. Rest rooms should be ADA compliant. Concessions. Concession areas should be expanded, and in multiple locations. Concessions would include a variety of foods, Stadium -branded merchandise, and space for sale of performance/event merchandise. Administrative Support Space. Stadium expansion should include office space for venue management, technical supervision, finance, and marketing. It is best for administrative offices to be on-site. New Floating Stage. The floating stage should be a 21St Century version of the original floating stage, with accommodations for state -of -the art performance lighting and audio/visual equipment. Performance (Floating Stage) Support Space. Support space for performers, production staff and technical staff should be located on the floating stage. FDA has provided a list of recommended spaces and square footages. Spaces should be air conditioned and ADA compliant. Page 2 Theatre Consultant's Summary Floating Stage Rigging Infrastructure. The floating stage should have accessible support structure above the performance area for hanging lights, speakers and video screens. Performance Lighting Infrastructure. Performance/event infrastructure should include power that is sufficient for both venue -owned lighting equipment and temporary equipment specific to and event, and brought in by the event. Performance lighting should be mainly on the floating stage, with the renovated D)LA ,television platform" used as a followspot lighting position. Performance Lighting Equipment. The venue should own (or rent) a basic inventory of performance/event lighting equipment and the means to hang it (trusses and chain hoists) to accommodate users that either cannot afford their own equipment (e.g. community events) or events that do not travel with their own equipment. Audio/Visual Considerations and Equipment are addressed elsewhere by Arup Consultants. Architectural Lighting Assessment Executive Summary FISHER MARANTZ STONE R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET FMSFISHER MARANTZ STONE Partners in Architectural Lighting Design ►yiI FALyiIILyi/e1NIL1IN111R]Ire1 QLei Lyil ARCHITECTURAL LIGHTING CONDITIONS ASSESSMENT EXECUTIVE SUMMARY 22 West 19th Street, Floor 6 New York, NY 10011 1 212 691 3020 80 Vine Street, Suite 202 Seattle, WA 98121 1 206 691 0101 www.fmsp.com Similar to the stadium structure and other services, the stadium lighting over the years has become outdated and is now in disrepair. Therefore the renovation effort will include a complete overhaul of the lighting systems in order to bring them to the modern digital lighting era. Based on our findings from the on-site survey and from studying the available historical documents, the original stadium lighting consisted of a combination of incandescent, fluorescent and discharge sources — all technologies that have been supplanted in recent years by LED technology due to its superior durability, efficiency, color quality and controllability. The new lighting will take advantage of state of the art LED technology and intelligent control system to achieve the following goals: -Functionality in wayfinding -Architectural and Landscape Enhancement -Nighttime and Special Event Presence -Low Maintenance -Energy Efficiency The Stadium's unique architecture and location will greatly benefit from a thoughtfully executed architectural lighting design project to bring its functionality to its full potential and become once again a beacon for the City. Respectfully submitted on behalf of the FMS team, Enrique Garcia Carrera Associate Principal Geotechnical Assessment Executive Summary LANGAN R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET EXECUTIVE SUMMARY This document presents our review and initial evaluation of the geotechnical and foundation information provided to us for the Miami Marine Stadium Restoration project ("the Project") at 3501 Rickenbacker Causeway, Virginia Key, Florida. As part of this evaluation, we performed two site visits and reviewed reports associated with the subsurface conditions at the site, the original foundation design of the Miami Marine Stadium structure and the existing conditions of the foundation system. The existing foundation plans and condition reports were reviewed only as background information and for the purpose of understanding how new foundation elements (if required) may impact the existing elements. The existing plans did not include statements associated with the existing pile length and the design capacities of the existing piles. Further evaluation of the existing piles and estimates for the capacities of the existing pile elements were beyond our scope of work and no further evaluation of the existing piles is discussed in this report. Based on the discussions with WJE, it is our understanding that if the existing piles are properly restored and retrofitted, the original structural capacity of the elements could be restored, and the original live loading conditions could again be supported presumably resulting in individual pile loads equivalent to originally established design capacities. However, based on the fact that limited geotechnical information is available regarding the existing foundation support, there is a possibility that some underpinning, retrofitting of existing foundations to increase overall capacity and/or new foundations could be contemplated in the structural foundation design to permanently support existing structural elements to remain or replacement structural elements. This report includes preliminary recommendations for three types of new piles, including driven piles, augered cast -in-place piles and micropiles. LA/VGAN Miami Marine Stadium Restoration Preliminary Geotechnical 15150 NW 79th Court, Suite 200 Phase 1 Evaluation Report Miami Lakes, FL 33016 www.langan.com 1 Landscape Architecture Assessment Executive Summary OLIN R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET Recommendations Planning The Virginia Key Master Plan 2010 is the official, masterplan as approved by the City of Miami and the community. It should be noted that the International Boat Show, in the current arrangement, presents some significant challenges to implementing the goals of the masterplan document as they relate to the scope of this project. The newly paved circle between the Marine Stadium and the Causeway and the use of this area for tenting presents challenges to respecting the historic entry zone for the Stadium and impedes the ability to restore the fountain and circle associated with the original marine stadium design. Other requirements of the 2010 master plan are not a part of our project's scope of work. Ecology Every effort should be made to restore the local ecology that has been lost on the Miami Marine stadium site where possible. In particular finding ways of reducing the impervious surface and managing stormwater runoff using planted interventions should be a key consideration in developing the site. Restoring the mangroves at the shore should also be seriously considered. Regional Connectivity A new traffic light at the entrance/exit of the stadium at Rickenbacker Causeway has been called for in the recent past by the community and would be necessary for managing traffic going to and from events at the Stadium. More accommodations for cyclists, such as covered bike parking, should be incorporated into the site. New bike lanes are planned for this area and providing more infrastructure for cyclists can help reduce vehicular congestion. A permanent water taxi service from downtown Miami would also greatly reduce vehicular congestion on the island. Public Ledger Building, Suite 1123 Miami Marine Stadium Restoration Building Conditions Assessment & OLIN150 South Independence Mall West Recommendations Report Philadelphia, PA 19106 Sequence of Experience Site lines from the Causeway to the Stadium should be re -opened to promote intuitive wayfinding and to reinstate the stadium as a prominent feature on this main road through Virginia Key. The original design approach to the stadium is protected by the historic designation. The framework to the entry sequence becomes more valuable for the future operations of the stadium and the Marine Park due to necessary security planning, traffic and pedestrian control and sense of arrival. Restoring the original circle should be a key component of the restoration project for these reasons. Security and Ticketing Public facilities of this type — Hardrock Stadium (newly re -designed), American Airlines Arena, and others — have implemented a "layering" system of secured entries and crowd control. The present ticketing facility is no longer suitable and does not comply with the present requirements and ticketing practices. Possible solutions have been explored addressing requirements for support functions for which there is no space within the stadium itself. A new separate facility housing these support functions can be part of the design approach network. Creating secure entries will need to be accomplished through the design of the site in coordination with the architectural restoration. Providing secure entry and passage for VIPs could also be accomplished at the West end of the stadium. The historic entry circle and approach to the stadium provided space set off from the stadium entrance that could be used toward security space and/or queuing and ticketing. Accessibility With the addition of handrails and small modification to the ramp at the southwest this can likely be made to meet code. However, under current regulations the main entries may need to be made accessible as well. Regardless of code requirements a main entry for all visitors is a more equitable solution to the accessibility issue. Using the site to facilitate grade change is one way in which the Stadium can seamlessly integrate accessible entries into the design without designated handicap ramps. Accessibility interventions in the site will need to balance considerations of code requirements, historic preservation and equitable accommodations for disabled visitors. Operations Improvements of the site will need to accommodate large vehicle access to provide service for concessions and trash removal. A proposed location on the East side of the stadium has been identified to also serve as access for loading the floating stage. The historic entry circle met some of these needs; allowing a transition in character, energy and speed from the Rickenbacker Causeway, providing queuing space forvehicles entering the site, and accommodating different types of traffic for various event support and attendance. Public Ledger Building, Suite 1123 Miami Marine Stadium Restoration Building Conditions Assessment & OLIN150 South Independence Mall West Recommendations Report Philadelphia, PA 19106 Acoustic &Sound Systems Report Executive Summary .al• R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET Your ref ARUP Our ref 253951/JS File ref L01 77 Water Street New York NY 10005 United States of America t+1 212 896 3000 d +1212 897 1347 joe.solway@arup.com www.arup.com Miami Marine Stadium: Acoustic and Audiovisual Recommendations - Executive Summary Outlined below are the acoustic and audiovisual recommendations for the Miami Marine Stadium following the site walkthrough conducted on January 31, 2017, and the community workshop on April 8, 2017. ACOUSTICS The stadium should be design to provide excellent acoustics for amplified speech and music based events, accommodating both touring performers and local community based events. The grandstand is effectively fully open on at the front and sides, with openings behind the seating at the rear. This allows sound energy to propagate to the surroundings and not be contained within the venue. Consequently the grandstand has very minimal room reverberance which will help provide excellent acoustic conditions for amplified events. The acoustic design will need to address or accommodate the following • Provide sound isolation of control rooms, dressing rooms and mechanical and electrical rooms. • Include sound absorbing finishes in control rooms. • Include noise attenuation for new planned equipment, power systems, broadcast trucks, and noise and vibration from building systems. • Control of environmental noise to nearest residential areas. There is the potential that amplified music from the stadium will be audible in the residential communities in downtown Miami, and on Fisher Island. J:\N- YV56666\253WT6\4 INTERNAL PROJECT DATM"5 REPORTS & NARRATIVES\4-05-01 Arup USA, Inc ACOUS\EXISTING CONDITIONS REPORT2617_66_26_L61_MARINESTADIUM_ARUP_EXECUTIVESUMMARY.DOCX Conservation Science Assessment Executive Summary ROSA LOWINGER & ASSOCIATES R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET EXECUTIVE SUMMARY This report presents the methodology and findings of RLA Conservation Inc.'s (here after referred to as RLA) testing program for graffiti removal and future mitigation, surface cleaning, and mix development of the historic concrete surface finish at the Miami Marine Stadium. The project was funded by the City of Miami under B-30688 (RFQ 14-15-018), and was conducted by RLA Conservation of Art + Architecture, Inc. as a subcontractor to RJ Heisenbottle Architects from January to May 2017. The purpose of this testing has been to examine and test vital aesthetic and technical conservation protocols for the rehabilitation and long-term protection of Hilario Candela's iconic structure's concrete surface, focusing on the following key areas: 1. Removal of multi -layered graffiti and street art murals; 2. Cleaning of dirt, grime, and biological growths; 3. Application of anti -graffiti barrier systems to protect the building from graffiti; 4. Selection of materials / methods for structural patch repairs to concrete and stucco. The testing program for this phase took as its starting point the results of the testing program implemented under a 2015 grant awarded to Friends of Miami Marine Stadium by the Getty Foundation's Keeping it Modern initiative. The results of that testing was documented in a report titled: MMS-CONSOL: Concrete Solutions A standard-setting project for graffiti management, surface cleaning and patch repair of historic concrete, utilizing the Miami Marine Stadium as a test site. The CONSOL report, co-authored by RLA with John Fidler Preservation Technology, Inc., formed the basis for the testing in this phase, and allowed the conservation team to hone in on methodologies and materials in a timely fashion. It is important to note that different conclusions were derived as a result of the second round of testing implemented as part of this project. The project team has defined methodologies and materials for all of the aforementioned materials conservation concerns. They are outlined in detail in sections V — IX below. We are confident that these solutions can be implemented on a large scale as part of a construction phase for the Marine Stadium, and thereby help retain the aesthetic integrity of Miami's most iconic modernist structure. RU Conservation of Art 8 Arcture RLA Conservation of Art & Architecture Miami Marine Stadium Restoration Building Condition Assessment & 4728 NE Miami Place Phase 1 Recommendations Report Miami, FL 33137 www. rlaconservation.con Miami Marine Stadium Restoration 3501 Rickenbacker Causeway Key Biscayne, Florida 33149 City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Avenue, 8th Floor Miami, Florida 33130 CANDELA + PARTNERS ARCHITECTURE PLANNING INTERIOR DESIGN Associate Architect PHASE 1 g:1.I I.] Architectural Program Executive Summary Prepared by RJ Heisenbottle Architects P.A. 2199 Ponce de Leon, Suite 400. Coral Gables, Florida 33134 305.446.7799 - www.rjha.net VISIONING WORKSHOP SUMMARY R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET 8 Groups 80 Community Participants SUMMARY OF RESPONSES FROM �r�ll COMMUNITY WORKSHOP Pleasejoin us fora Visioning Workshop meeting on the upcoming Miami Marine Stadium Restoration Project. Representatives from the City of Miami, and the project architects will be on hand to answer questions you may have about these exciting improvements to the historic Marine Stadium. The purpose of this meeting is to interchange ideas for the future use of the Miami Marine Stadium - PRESENTED BY: R- J. H el sen bottle Archy tests, PA - Preservatian Architects Candela + Parusem LLC Consulting Architect CHECK US OUT AT 4it��F-.�1 CO-SPONSOR CaMiarniCITP FOR MORE INFORMATION rFnl �� email us at il,r,r "E M1i VIZCAYA askcOp@miamigov.com MIAMI MARINE STADIUM RESTORATION PHASE 1 SUMMARY OF RESPONSES FROM qq,..r �,. r COMMUNITY WORKSHOP MIAMI MARINE STADIUM RESTORATION PHASE 1 SUMMARY OF RESPONSES FROM COMMUNITY WORKSHOP PAST FUTURE USES MARINE SPORTS &FITNESS i COMMUNITY EDUCATION & NATURE I ENTERTAINMENT • ROWING COMPETITIONS • POWER BOAT RACES • HYDROPLANE RACES • SAILING REGHATTAS • DRAGON BOAT RACING • JET SKI COMPETITIONS • WATER SKIING • BOAT SHOWS • WAKE BOARDING • BOAT SAFETY • TRANSPORTATION CENTER • SWIMMING COMPETITIONS • TRIATHLONS • IRONMAN COMPETITIONS • PADDLE BOARDING • KAYAKING • TRAILJOGGING • CYCLING • BOXING & WRESTLING • EXHIBITION GAMES • RED BULL AIR RACES • DRONE RACES �r{t i�P.pp+arw • COMMUNITY/PUBLIC MEETINGS • RELIGIOUS EVENTS • EASTER SUNRISE • OUR LADY OF CHARITY FLOTILLA • POLITICAL EVENTS • FAIRS • FESTIVALS • WEDDINGS • GRADUATIONS • FOURTH OF JULY • NEW YEAR'S EVE • COLUMBUS DAY • MARINE EDUCATION I • CONCERTS • BIRD WATCHING • OUTDOOR MOVIES • CONTEMPLATIVE • ART BASEL • UNDERWATER • MUSIC FESTIVALS LABORATORY • ART FESTIVALS • SWIM/FLOAT • ART MIAMI • ARTIFICIAL REEFS • MOVIE SCREENINGS • BEACH ACCESS • BEAUTY PAGEANTS • SUN BATHING • TV SHOWS • HIKING • FILMING LOCATION • YOGA • LIGHT SHOWS • SUMMER CAMP • BELLAGIO WATER • TED TALKS SHOW MIAMI MARINE STADIUM RESTORATION PHASE 1 PROGRAM WORKSHEETS R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET FDA - RJHA -C+P Programming Analysis for Miami Marine Stadium 2017 Ticket Office Item Space Description Net Sq Ft 1 Box Office Winclows(3) 150 2 Box Office Manager Office 100 3 Toilet Room 60 Subtotals 310 Gross Factor .3 0.3 93 TOTAL GROSS AREA 403 20170705 Programming Table.xlsx 7/5/2017 1 of 5 FDA - RJHA -C+P Programming Analysis for Miami Marine Stadium 2017 REQUIRED PROGRAMING SPACES WITHIN MARINE STADIUM Item Space Description Net Sq Ft 36% 4000 1800 1500 450 300 450 300 150 100 150 100 150 300 150 150 150 600 380 380 11560 29738 41151 82449 10700 2 of 5 20170705 Programming Table.xlsx 7/5/2017 Public Rest Rooms 1 Public Rest Rooms: Women (90 fixtures) 2 Public Rest Rooms: Men (45 fixtures) Concessions 3 Food Concessions: Service Area (allowance) 4 Food Concessions: Food Prep Area 5 Food Concessions: Storage 6 Merchandise Concessions: Point of Sale 7 Merchandise Concessions: Storage Within Grandstand 8 House Manager's Office 9 Examining Room One 10 First Aid One 11 Examining Room Two 12 First Aid Two 13 Front of House Storage 14 Facility Technical Director Office 15 Building Engineer 16 Janitorial Support 17 General Storage 18 Mechanical Room 19 Electrical Room 20 Subtotals of programmable areas 21 Exisitng Concourses & Circulation 22 GRANDSTANDS 23 TOTAL GROSS AREA Note: Existing Building programable areas are less than required 36% 4000 1800 1500 450 300 450 300 150 100 150 100 150 300 150 150 150 600 380 380 11560 29738 41151 82449 10700 2 of 5 20170705 Programming Table.xlsx 7/5/2017 FDA - RJHA -C+P FDA Theater Planning Specialist Program Parameters FLOATING STAGE 29 TOTAL GROSS BLDG AREA 14165 4249.5 18414.5 20170705 Programming Table.xlsx 7/5/2017 3 of 5 At Stage Below level Deck Level Item Space Description Sq Ft Sq Ft Sq Ft 1 Performance Area (stage) 3825 2 Side Stages (Loading /Holding area) 1600 3 Crossover Corridor 850 4 Green Room 750 5 Green Room Catering Support 200 6 1-2 Person Dressing Room One 350 7 1-2 Person Dressing Room Two 350 8 1-2 Person Dressing Room Three 350 9 1-2 Person Dressing Room Four 350 10 Assembly/Changing Room One 900 11 Assembly/Changing Room Two 900 12 Multipurpose Room 400 13 Backstage Rest Rooms;Unisex, 2 total 120 14 Current Event Office 200 15 Facility Technical Director Satellite Office 120 16 Crew Lockers 400 17 Tool Storage/Maintenance & Repair 150 18 House Gear Storage One 200 19 House Gear Storage Two 200 20 General Storage 400 21 Dimmer Rack Room 150 22 AV Rack Room 200 23 Mechanical Rooms 600 24 Electrical Rooms 400 25 Security Office 200 26 Subtotals 5425 3790 4950 27 GRAND TOTAL 28 Gross factor 1.3 29 TOTAL GROSS BLDG AREA 14165 4249.5 18414.5 20170705 Programming Table.xlsx 7/5/2017 3 of 5 FDA - RJHA -C+P Programming Analysis for Miami Marine Stadium 2017 ADMINISTRATION FACILITIES As part of future Welcome Center Museum Buildir Item Space Description 1 Secretarial / Reception 2 Director's Office 3 Marketing Office 4 Assistant's Office 5 Finance Office 6 Conference Room 7 Office Storage 8 IT Room 9 Security Director's Office Subtotals Gross Factor .3 0.3 Net Sq Ft TOTAL GROSS AREA As part of future Welcome Center 1612 Museum Building 150 150 150 120 120 250 100 50 150 1240 372 20170705 Programming Table.xlsx 7/5/2017 4 of 5 FDA - RJHA -C+P Programming Analysis for Miami Marine Stadium 2017 SUMMARY OF FACILITIES ITEM DESCRIPTION TOTAL AREAS PROGRAM Sq. Ft 1 Ticket Office 403 2 PROGRAMING SPACES MARINE STADIUM 11560 3 FLOATING STAGE 18414.5 GRAND TOTAL OF REQUIRED AREAS 30377.5 ADMINISTRATION FACILITIES AS PART OF 1 FUTURE WELCOME CENTER / MUSEUM 1612 20170705 Programming Table.xlsx 7/5/2017 5 of 5 BLOCK DIAGRAMS R.J. Heisenbottle Architects P.A. Miami Marine Stadium Restoration Building Conditions Assessment & 2199 Ponce de Leon. Ste 400. Phase 1 Recommendations Report Coral Gables, FI 33134 ,,VWW.RJHA.NET ww 0FM:.. CITY OF MIAMI F� r� CAPITAL IMPROVEMENTS & TRANSPORTATION PROGRAM ?oF 444 S.W. 2ND AVE, STH FLOOR MIAMI, FL 33130 MIAMI MARINE STADIUM RESTORATION PHASE 1 PART B - ARCHITECTURAL PROGRAMMING BLOCK DIAGRAMS MR MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway, Key Biscayne, FL 33149 COVER PHASE11 CANDELA + PARTNERS, LLC ARCHITECTUE I PLANNING I INTERIORS ASSOCIATE ARCHITECT RJ H ISENBOTTLE Ec 2199 PONCE UE LEON BLVD. STE400 CORAL GABLES, FL33134 WWW.RIHA.NET TELEPHON E: 305/446-7799 FAX: 305/446 FLORIDA REGISTRATION NUMBER: AR 0010065 I NDEX OF DRAWING S RAWINGS Sh,,t N,,b,, Shee[Name GENERAL 600 COVER ARCHITECTURE A-01SITE PROGRAM MING DIAGRAM A-02 PROGRAMMING -OVERALL A-03 PROGRAMMING-GRANCSTANCS MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway, Key Biscayne, FL 33149 COVER PHASE11 CANDELA + PARTNERS, LLC ARCHITECTUE I PLANNING I INTERIORS ASSOCIATE ARCHITECT RJ H ISENBOTTLE Ec 2199 PONCE UE LEON BLVD. STE400 CORAL GABLES, FL33134 WWW.RIHA.NET TELEPHON E: 305/446-7799 FAX: 305/446 FLORIDA REGISTRATION NUMBER: AR 0010065 eTAOE -- --------------- ----------- ❑ O ❑ ❑ O ❑ O ❑ O ❑ ❑ o ❑ I eECOaEzoNE Pool aEF�cnNO Pool Pool Jt I PA w<NO"I P OFF, Pcu OP POLIANCE❑PNTIANIR e PP cu.P—R TIP _ PEcu.P zO NE I. ��A I i — NOTINPRO—TPIOPE (11ITHEo` OTIPROTE�,o oP� i (11OTHERR,NOTIPROTPIT PIOPE) ww 0FM:.. CITY OF MIAMI F� r� CAPITAL IMPROVEMENTS & TRANSPORTATION PROGRAM ?oF 444 S.W. 2ND AVE, STH FLOOR MIAMI, FL 33130 Al— O11111 ,AGIN IT" AOE R4%Ao s,. 11. o �� rOTHE FNoT�NPRO�E�To�OP� NOT (BI oTHERB NOTRN PROLIT PIOPE) MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway, Key Biscayne, FL 33149 SITE PROGRAMMING DIAGRAM CANDELA + PARTNERS, LLC aac IrEcruE PLANNING InrEaloas R I HEISENBOTTLE JA I C IT I T ECT S V, = 60'-0" ASSOCIATE ARCHITECT 2199 PONCE UE LEON BLVD. STE 400 CORAL GABLES, FL 33134 PHASE 1 W—RJPA.NET TELEPHONE: 305/446-7799 FAX: 305/4G6 Giv iuLv o7 an7 FLORIDA REGISTRATION NUMBER: AR 0010065 HOUSE SFO 200 TOOL STORAGE 170 SF STAIRS 200 SF GEAR GENERALSTORAGE RAG EA 400 SF SF HOUSE GEAR CREW LOCKERS STO RAGEB 400 SF 200 SF 1-2 PERSON 1-2 PERSON DRESS, NG ROOM DRESSING ROOM 350 SF 350 SF 1-2 PERSON 1-2 PERSON AV RACK ROOM DRESSING ROOM DRESSING ROOM FACT LICA TECHNICAL 2003E 3503E 3503E DIRECTOR SATELLITE STAIRS 170 SF 200 SF STAIRS DIMMER RACK ROOM It JDI BELOW DECK RESTROOMS(W) GREENROOM 750 SF 1400 SF ASSEMBLY/CHANGING ROOM 1 200 SF 150 SF CIRCULATION PEN L FICE1483F 1�j FIRSFAID �r 900 SF AV RACK ROOM CROSSOVER CURRENT El CORRIDOR GREENROOM OFFICE 8505E 200 SF BARGE SUPPORT EST MULTIPURPOSE ROOM SIDE STAGE RES 865 SF BACKSTAGE CATERING ROOM/QUOK 200 SF CHANGE PERFORMANCE 200 SF AREA __SIDE STAGE 400 SF 865 SF BARGESUPPORT 400 SF 3825 SF 3355 SF ASSEMBLY/CHANGING ROOM 1 TOTAL 8845 SF MEP TOTAL 310 SF TOTAL NET PROGRAM AREAS 61,782 SF MEN'SLOCKER ROOM IRCUWTION Cl RC—TIC 572 SF 572 SF N 900 SF STAGE-BELOWDECK BASIN MEP CONTROL BRIDGES TO 4343E 6, A REST 368 SF REST 366 SF (M)', ', 3683E 3663E �— UP ES ❑ CONCESSIONS 50 SF 380 SF FLOATING STAGE 6783E LOWER GRANDSTAND CORRIDOR I, 4313E ',RESTROOMSIM) RESFROOMSIW) -361 SF 361 SF UP � I\/-T�/1 ❑ T CONCESSIONS 50 SF ASSEMBLY/CHANGING ROOM 2 900 SF NET PROGRAM AREAS CONCESSI ONS OPEN BUILDING ENGINEER 150 SF JANITO SUPPORT JDI BELOW DECK RESTROOMS(W) OPEN 1400 SF ASSEMBLY/CHANGING ROOM 1 DN -- PEN L FICE1483F 1�j FIRSFAID �r 900 SF AV RACK ROOM 200 SF BARGE SUPPORT STORAGE DIMMER RACK ROOM 150 SF -' _ 400 SF STAIRS 400 SF TOTAL 8845 SF MEP TOTAL 310 SF TOTAL NET PROGRAM AREAS 61,782 SF MEN'SLOCKER ROOM WOMEN'S LOCKER ROOM MEP COPIES S IONS 606 SF 4343E 6, A REST 368 SF REST 366 SF (M)', ', 3683E 3663E �— UP ES ❑ CONCESSIONS 50 SF 380 SF 6793E 6783E 378 SF I, 4313E ',RESTROOMSIM) RESFROOMSIW) -361 SF 361 SF UP � I\/-T�/1 ❑ T CONCESSIONS 50 SF CONCESSIONS 607 SF RESTROOMS(W) 669 SF CONCESSIONS 7783F RESFROOMS(W) 667 SF ❑ T CONCESSIONS 50 SF ❑ CONCESSIONS l5/0v'�SJF CIRCUWTION 22182 SF ❑ T ❑ CONCESSIONS 50 SF Il WEST ENTRANCE RAMP EAST ENTRANCE RAMP }- LEVEL STADIUM & FLOATING STAGE a� JRO20NDO, MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway, ° �©7, CITY OF MIAMI Key Biscayne, FL 33149 F CAPITAL IMPROVEMENTS & PROGRAMMING -OVERALL TRANSPORTATION PROGRAM 1„ = 20,-0" o� 444 S.W. 2ND AVE, STH FLOOR PHASE 1 � MIAMI, FL 33130 mLv oz an7 ASSEMBLY/CHANGING ROOM 2 900 SF NET PROGRAM AREAS CONCESSI ONS Name Area BELOW DECK RESTROOMS(W) 1-2 PERSON DRESSING ROOM 1400 SF ASSEMBLY/CHANGING ROOM 1 900 SF ASSEMBLY/CHANGING ROOM 900 SF AV RACK ROOM 200 SF BARGE SUPPORT 4495 SF DIMMER RACK ROOM 150 SF MULTIPURPOSE ROOM 400 SF STAIRS 400 SF TOTAL 8845 SF MEZZANINE CONCESSI ONS 684 SF REST ROOMS (M) 1487 SF RESTROOMS(W) 1498 SF TOTAL 3670 SF GRANDSTANDS ADA SEATING 1308 SF GENERAL SEATING 24351 SF SOUND CONTROL 391 SF VIP SEATING4219 SF TOTAL 30268 SF CONTROL ROOM CONTROL ROOM 390 SF TOTAL 390SF BOX OFFICE BOX OFFICE WINDOW 150 SF BOX OFFICE MANAGER OFF, CE 100SF RESTROOM 60 SF TOTAL 310 SF TOTAL NET PROGRAM AREAS 61,782 SF GROSS SQUARE FOOTAGE Level Area BELOW DECK 10115 SF GROUND LEVEL 42047 SF MEZZANINE 11361 SF GRANDSTANDS 34014 SF CONTROL ROOM 390 SF CANDELA + PARTNERS, LLC ARCHITECTUE I PLANNING I INTERIORS ASSOCIATE ARCHITECT RJ HEISENBOTTLE Ec 2199 PONCE UE LEON BLVD. STE400 CORAL GABLES, FL33134 IW RIHA.NET TELEPHONE: 305/446-7799 FAX: 305/S46 1 7 FLORIDA REGISTRATION NUMBER: AR 0010065 r MEZZANINE NET PROGRAM AREAS -MEZZANINE, GRANCSTANCS & CONTROL ROOM 1A2 VOID Name Area MEZZANINE RESFROOMS IW) CONCESSIONS RESFROOMS IM) RESTROOMS(W)))) CONCESSIONS RESFROOMS IM) CONCESSONS 684 SF 754 SF 342 SF 744 SF 744 SF 342SF 743 SF REST ROOMS (M) 1487 SF RESTROOMS (W) 1498 SF CIRC LATION GRANDSTANDS 76 1 SF ADA SEATING 1308 SF ON ON GENERAL SEATING 24351 SF SOUNDCONTROL 391 SF VIP SEATING 4219 SF 112 IA A 112 12 1112 CONTROL ROOM CONTROL ROOM390 SF GRAND TOTAL 34328 SF TOTAL CAPACITY 5,700 TO 6,000 SEATS mm®I®m®I® ww OFM:.. CITY OF MIAMI F� r� CAPITAL IMPROVEMENTS & TRANSPORTATION PROGRAM ?oF 444 S.W. 2ND AVE, STH FLOOR MIAMI, FL 33130 CONTROL ROOM MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway, Key Biscayne, FL 33149 PROGRAMMING -GRANDSTANDS CANDELA + PARTNERS, LLC aac IrEcruE PLANNING INTERIORS R I HEISENBOTTLE JA R C IT I T ECT S 1/16" = V-0" ASSOCIATE ARCHITECT 2199 PONCE OE LEON BLVD. STE 400 CORAL GABLES, FL33134 PHASE 1 1-11PA.NET TELEPHONE: 305/446-7799 FAX: 305/446 Giv iuLv o7 an7 FLORIDA REGISTRATION NUMBER: AR 0010065 Miami Marine Stadium Restoration 3501 Rickenbacker Causeway Key Biscayne, Florida 33149 City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Avenue, 8th Floor Miami, Florida 33130 CANDELA + PARTNERS ARCHITECTURE PLANNING INTERIOR DESIGN Associate Architect PHASE 1 Cost Estimate Executive Summary Prepared by RJ Heisenbottle Architects P.A. 2199 Ponce de Leon, Suite 400. Coral Gables, Florida 33134 305.446.7799 - www.rjha.net WM Mr. Richard J. Heisenbottle, FAIA Miami Marine Stadium Restoration Key Biscayne, Florida 33149 JAC FILE NO: 1605-32 June 26, 2017 Page 2. In accordance with our described on-site activities and detailed analysis of available design documents, we compiled applicable cost data and prepared our Probable Construction Cost Estimate in the amount of Forty Million Three Hundred Twenty Three Thousand Three Hundred Sixty One and 00/100 Dollars ($40,323,361.001. The stated estimated cost is projected for completion of construction through the end of 2019. Our Probable Construction Cost Estimate is based on performance of the described scope of work under the control of a State of Florida Licensed Construction Manager who would be responsible for the supply of all labor, material, equipment, and supervision as required for satisfactory completion of the work. Data used in the Estimate are typically projected for significant historic theatrical and sports complexes in South Florida. J. A. Condon & Associates, Inc., has prepared the Probable Construction Cost Estimate for this project in accordance with standard industry practice and assumptions, as follows: 1. All work is limited to on-site locations only. Relocation, extension or modification of on-site or off-site infrastructure, roadways or traffic control devices are not included. 2. Expenses for architectural and engineering design services, impact fees, and, water, sewer and utility service charges, are not included. 3. Standard utilities, including water and electric are to be available at the site, for construction operations, at no cost to the Construction Manager. 4. No allowances are included for geotechnical explorations, asbestos inspections or abatement, hazardous waste removal, materials testing or laboratory analyses and special inspector or threshold inspection services. 5. All data are based on performance of construction work during standard working hours. No allowances have been included for overtime work or accelerated scheduling of ordinary construction progress. L Mr. Richard J. Heisenbottle, FAIA Miami Marine Stadium Restoration Key Biscayne, Florida 33149 JAC FILE NO: 1605-32 June 26, 2017 Page 3. 6. Our Estimate has been prepared in accordance with our conceptual analysis and perception of normally required elements for restoration, renovation and new construction related to preservation of existing historic elements and improvement of current facilities and systems for code compliance and life safety. Significant changes to proposed design schemes, structural, mechanical, electrical, plumbing and life safety systems, and level of planned finishes are likely to impact final construction costs. 7. No allowances are included for interior decorating, furniture, fixtures and equipment, or any other items which are not identified in the Estimate. 8. Active construction areas shall be isolated from public roadways and adjacent buildings with temporary protection during construction operations. Construction Manager shall furnish and install warning signage, barricades and flag -persons as needed for safe construction operations. Security guard services for protection of structures or site facilities are not included. 9. Sitework and landscaping, including furnishing and installation of.. trees, plants, sod and irrigation, are included. 10. Costs for removal, relocation, resetting and furnishing or installing of underground infrastructure outside of the building perimeter, that are not identified in the estimate, are not included. The labor and material prices contained in our Cost Estimate are based on current quotations received from material suppliers and subcontractors, our company's historical data and nationally published cost indexes. The prices stated include the installing contractors' standard markups for insurances, payroll taxes, overhead, sales tax and profit. Allowances for the Construction Manager's fee at 5% and payment and performance bonds, in the amount of 1.0%, have been added to the direct cost of the work. In addition, a project contingency allowance in the amount of 10% has been added to estimated costs for unforseen conditions and changes that are likely to occur as details are refined and expanded through remaining design phases for the project. As architectural and engineering design activities progress to define more specific project criteria, contingencies may be reduced or removed. L Mr. Richard J. Heisenbottle, FAIA Miami Marine Stadium Restoration Key Biscayne, Florida 33149 JAC FILE NO: 1605-32 June 26, 2017 Page 4. Substantial construction activity in the Miami area marketplace has resulted in increased labor prices among various trades, and, significant material and equipment price increases have been experienced across several product lines. At the present time, we are proceeding cautiously as we constantly monitor prices in accordance with market conditions. Currently, there is a shortage of abundant local labor resources due to increased activity for all types of construction projects. We have attempted to project inflationary impacts within this construction cost estimate, however, there has been no uniform rate during recent years that will allow accurate calculation of cost increases for future construction projects. Therefore, at this time we are continuing our analysis of construction cost values for projects which are coming online and projections have been made consistent with our evaluation of present conditions. Although we have taken into consideration the nature of the specified construction work, because we have no control over contractors' competitive bidding and market conditions, our firm does not guarantee the outcome nor can it predict the final cost of the proposed project at this time. Should you require additional data or explanations, please call at your convenience. Very tru J. A. OIN & f SOC,lATES, INC JON J. CC LEED AP Vice sident Enclosures rjhmms.012 J.A. CONDON & ASSOCIATES, INC. CONST RUCTION CONSULTANTS • ESTABLISHED 1953 PROBABLE CONSTRUCTION COST ESTIMATE SUMMARY CONCEPTUAL DESIGN PHASE PROJECT :HISTORICAL MIAMI MARINE STADIUM OWNER :CITY OF MIAMI, FLORIDA LOCATION :3501 RICKENBACKER CAUSEWAY, FLORIDA ARCHITECT :RJ HEISENBOTTLE ARCHITECTS, CORAL GABLES, FLORIDA PREPARED BY J. A. CONDON & ASSOC, INC.. NAPLES, FLORIDA DATE JUNE 26, 2017 JAC FILE NO: 1605-32 DIVISION NO: ESTIMATED WORK CLASSIFICATION BASE COST CONST. MGR. FEE @ 5.0% CONST. MGR. BOND @ 1.0% ESTIMATED PERCENT OF BUDGET COST TOTAL COST 0100 GENERAL REQUIREMENTS $3,082,007.00 $3,692,645.00 $154,100.35 $184,632.25 $32,361.07 $38,772.77 $3,268.468.42 $3,916,050.02 8.92% 10.68% 0200 0300 SITEWORK AND DEMOLITION CONCRETE WORK MASONRY WORK $8,542,588.00 $427,129.40 $89,697.17 $9,059,414.57 24.71% 0400 $132,775.00 $6,638.75 $1,394-14 $140,807.89 $927,284.23 $18,361.50 $91,244.36 0.38% 2.53% 0.05% 0500 0600 0700 METALS WOOD AND PLASTICS MOISTURE & THERMAL PROTECTION $874,384.00 $43,719.201 $865.70 $9,181.03 $17,314.00 $181.80 $86,039.00 $4,301.95 $903.41 0.25% 0800 DOORS WINDOWS & GLASS $109,667.00 $5,483.35 $1,151.50 $116,301.85 0.32% 0900 1000 FINISHES $359654.00 $17982.70 $3776.37 $381413.07 1.04%I 1.51% SPECIALTIES $520,327.00 $26,016.35 $5,463.43 $551,806.78 1100 EQUIPMENT $11,481,179.00 $2,108,644.00 $574,058.95 $105,432.20 $120,552.38 $22,140.76 $12,175,790.33 $2,236,216.96 33.21% 6.10% 0.93% 2.03% 7.35% 1300 1510 SPECIAL CONSTRUCTION PLUMBING PIPING & FIXTURES $320,900.00 $700,000.00 $16,000.00 $35,000.00 $3,360.00 $7,350.00 $339,360.001 $742,350.00 1570 HVAC SYSTEM ELECTRICAL SYSTEM 1600 $2,539,115.00 $126,955.75 $26,660.71 $2,692,731.46 TOTALS $34,566,338.00 $1,728,316.90 $362,946.557, $36,657,601.45 100.00% ESTIMATED BASE COST $34,566,338.00 $362,946.55 CONSTRUCTION MANAGER FEE AT 5.0% $1,728,316.90 CONSTRUCTION MANAGER BOND AT 1.0% ESTIMATED CONSTRUCTION COST $36,657,601.00 PROJECT CONTINGENCY ALLOWANCE AT 10% $3,665,760.00 ESTIMATED PROJECT COST $40,323,361.00 3894 MANNIX DRIVE, SUITE 201, NAPLES, FLORIDA 34114 239-455-9988 Miami Marine Stadium Restoration 3501 Rickenbacker Causeway Key Biscayne, Florida 33149 City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Avenue, 8th Floor Miami, Florida 33130 CANDELA + PARTNERS ARCHITECTURE PLANNING INTERIOR DESIGN Associate Architect PHASE 1 x:1:1111 Existing Condition Documentation & Laser Scan Executive Summary Prepared by RJ Heisenbottle Architects P.A. 2199 Ponce de Leon, Suite 400. Coral Gables, Florida 33134 305.446.7799 - www.rjha.net MIAMI MARINE STADIUM RESTORATION PHASE 1 PART D - EXISTING CONDITIONS MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway City of Miami Key Biscayne, FL33149 CANDELA+ PARTNERS, LLC G�TY op.y COVER PAGE ARCHITECTUSS I PILANNING I INTERIORS Capitallmprovements& 12"=1'-0" ASSOCIATE ARCHITECT Transportation Program 444 S.W. 2nd Ave, 8th Floor EXISTING CONDITIONS oo"moo Miami, FL33130 III Ell, zos RJ H ISENBOTTLE 2199 PONCE DE LEON BLVD.5TE 400 CORAL GABLE5, FL33134 111 NHA. NET TELEPHONE: 305/44F1199 FAH: 305/44A9215 FLORIDA REGISTRATION NUMBER: AR 0010865 INDEX OF DRAWINGS sneeL Numoer — 11-IN— Arrn¢ectre AO A0.09 3DIMAGES General COVER COVERPAGE Architect". A0.01 EAST I NG MAI N LEVEL FLOOR PLAN A0 OC EXISTING MEZZANINE LEVEL FLOOR PLAN A0.03 EXISTING TV PLATFORM& GRANDSTAND FLOOR PLAN AO 04 EXISTING ROOF PLAN A0.05 EXISTING NORTH& SOUTH ELEVAT ONS AO 06 EASTNGEAST & WEST ELEVATIONS AO 07 SECTIONS A0.08 SET IIUNS MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway City of Miami Key Biscayne, FL33149 CANDELA+ PARTNERS, LLC G�TY op.y COVER PAGE ARCHITECTUSS I PILANNING I INTERIORS Capitallmprovements& 12"=1'-0" ASSOCIATE ARCHITECT Transportation Program 444 S.W. 2nd Ave, 8th Floor EXISTING CONDITIONS oo"moo Miami, FL33130 III Ell, zos RJ H ISENBOTTLE 2199 PONCE DE LEON BLVD.5TE 400 CORAL GABLE5, FL33134 111 NHA. NET TELEPHONE: 305/44F1199 FAH: 305/44A9215 FLORIDA REGISTRATION NUMBER: AR 0010865 ® TT VV VV I V I I JI- --- ®7�� 1 MAIN LEVEL 0 MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHus�aM PROJECT TEAM LEADARCHITECT R HEISENBOTTLE A CON5ULTING ARCHITECT CANDEIA+PARTNERS, LLC LEAD5TRUCTURAL ENGINEER WISS,NNNEY,EOs NERASSGCIATES CONSULTING STRUCTURAL ENGINEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CON5ERVATOR ROSA LOWINGER & ASSOCIATES GVILENGINEER MARINE STRUCTURAL ENGINEER COASTAL SYSTEMS INTERNATIONAL MECHANICAVELECTRI CAL/PLUM BI NG FRE PROTECTION EN GI— JALRW EN GIN EERING GROU P, INC GE OTECHNOCAL ENGI NEER 3D 5CANMNG & 5URVEYING IANGAN EN GINEERIN G & ENVIROMENTAL SERVICES IN D5CAPE ARCHITECTURE OLIN THEATER PIANN ING & DE5I GN CONSULTANT FISHER DACHS ASSOCIATES ARCHITECN RAL UGHTI NG CONSULTANT FISHE R MAM-MIN E ACOU5TICAL CON5ULTANT ARUP C05T E5TIMATOR IA. LONDON ASSOCIATES SHEET TITLE EXISTING MAIN LEVEL FLOOR PLAN A0.01 R MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHus�aM PROJECT TEAM LEADARCHITECT RHEISENBOTTLE CON5ULTINGARCHITECT CAND—PARTNERsUC LEAD5TRUCTURAL ENGINEER WISS,NNNEY,EL57NERASS0CIATES CONSULTING STRUCTURAL ENGINEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CON5ERVATOR RISA LOWINGER & ASSOCIATES CIVIL ENGI NEER MARINE STRUCTURAL EN GIN EER COASTAL SYSTEMS INTERNATIONAL MECHANICAVELECTRI CALIPLUM DI NG F RE PROTECTION EN GINEER JALRW EN GIN EERING GR/IJ P, INC GEOTECHNOCAL ENGI NEER 3D 5CAN NI NG & SURVEYING IANGAN EN GINEERIN G & ENVIRDMENTAL SERVICES IN D5CAPE ARCHITECTURE )LIN THEATER PIANN ING & DE5I GN CONSULTANT FISHER DACHS ASSOCIATES ARCHITECN RAL UGHTI NG CONSULTANT FISH ER MAMA STONE ACOU5TICAL CONSULTANT ARUP C05T E5TIMATOR IA. CONDON ASSOCIATES SHEET TITLE EXISTING MEZZANINE LEVEL FLOOR PLAN A0.02 R MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHus�aM PROJECT TEAM LEAD ARCHITECT R HEISENBOTTLE A CON5ULTI NG ARCHITECT CAN DELA +PARTNERS, LLC LEAD STRUCTURAL EN GI NEER WISS, AN NEY, ELSTNER ASSOCIATES CONI G STRUCTURAL ENG I NEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CON5ERVATOR ROSA LOWINGER & ASSOCIATES CIVIL ENGI NEER MARINE STRUCTURAL EN GIN EER COASTAL SYSTEMS INTERNATIONAL MECHAMIC ELECTRI CAVPLUM HI NG FRE PROTECTION ENGI- ALRW ENGINEERING GROUP, INC GEOTECHNOCAL ENGINEER 3D 5CANNING & SURVEYING LANGAN ENGINEERING & ENVIROMENTALSERVICES LAND5CAPE ARCHITECTURE OLIN THEATER PLANNING & DE5IGN CONSULTANT FISHER DACHS ASSOCIATES ARCHITECTURAL LIGHTING CONSULTANT FISHER MAM-STONE ACOU5TICAL CON5ULTANT ARUP C05T E5TIMATOR JA. CONDON ASSOCIATES SHEET TITLE EXISTING TV PLATFORM & GRANDSTAND FLOOR PLAN A0.03 R D II �� SII — a 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHus�aM PROJECT TEAM LEAD ARCHITECT R HEISENBOTTLE A CON5ULTI NG ARCHITECT CAN DELA +PARTNERS, LLC LEAD STRUCTURAL EN GIN EER WISS, AN NEY, ELSTNER ASSOCIATES CON5ULTIN G STRUCTURAL ENGI NEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CONSERVATOR RDSA LDWINGER & ASSOCIATES GVILENGINEER MARINE STRUCTURAL ENGINEER COASTAL SYSTEMS INTERNATIONAL MECHANICAVELECTRI CAL/PLUM BI NG FIRE PROTECTION ENGINEER ALES EN GIN EERING GRDU P, INC GE OTECHNOCAL ENGI NEER RD SCAN NI NG & SURVEYING LANGAN EN GINEERIN G & ENVIRDMENTAL SERVICES IN DSCAPE ARCHITECTURE OLIN THEATER PLANN ING & DE5I GN CONSULTANT FISHER DACHS ASSOCIATES ARCHITECN RAL UGHTI NG CONSULTANT FISHER MARANTZ STONE ACOU5TICAL CONSULTANT ARUP C05T ESTIMATOR IA. CDNDDN ASSOCIATES SHEET TITLE EXISTING ROOF PLAN A0.04 I i II o0 ® _ �� = I ���I: __ �_�_� i �lil _ I[■,pl_= - ; - h = ^ ==I��1 _ II,I i, _�I�. _= I11=- i® I �' ..IuIBTIM'._ MINSEEMEMINEEMIai I m m n 1 n 1 n 1 1n 1 m u1 11 0 1 1 1 I souTF eLevnTloN 5 1/16"=1'-0" Tl L ) `s) t v ) t o ) t n- t / ) `u) ty) 10 11 12 13 14 15 16 17 z NJ eLevnTloN s 1/16"=N-0•• MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHus�aM PROJECT TEAM LEAD ARCHITECT R HEISENBOTTLE A C0N5ULTI NG ARCHITECT CAN DELA +PARTNERS, LLC LEAD STRUCTURAL EN GI NEER WIGS, AN NEY, ELSTNER ASSOCIATES CONI G STRUCTURAL ENG I NEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CON5ERVATOR ROSA LOWINGER & ASSOCIATES CIVIL ENGI NEER MARINE STRUCTURAL EN GIN EER COASTAL SYSTEMS INTERNATIONAL MECHANLAVELEMNCAVPLUM BI NG F RE PROTECTION ENGINEER ALRW ENGINEERING GROUP, INC GEOTECHNOCAL ENGINEER 3D 5CANNING & SURVEYING LANGAN ENGINEERING & ENVIROMENTALSERVICES LAND5CAPE ARCHITECTURE OLIN THEATER PLANNING & DE5IGN CONSULTANT FISHER DACHS ASSOCIATES ARCHITECTURAL LIGHTING CONSULTANT FISHER MAM-STONE ACOU5TICAL CON5ULTANT ARUP C05T E5TIMATOR JA. CONDON ASSOCIATES SHEET TITLE EXISTING NORTH & SOUTH ELEVATIONS A0.05 T� t T f � T T OWESTE�. �RWRT�T MIAMI MARI E STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHus�aM PROJECT TEAM LEAD ARCHITECT R HEISENBOTTLE A CON5ULTI NG ARCHITECT CAN DELA +PARTNERS, LLC LEAD STRUCTURAL EN GI NEER WISS, AN NEY, ELSTNER ASSOCIATES CONI G STRUCTURAL ENG I NEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CON5ERVATOR ROSA LOWINGER & ASSOCIATES CIVIL ENGI NEER MARINE STRUCTURAL EN GIN EER COASTAL SYSTEMS INTERNATIONAL MECHAMIC ELECTRI M 11LU1 HI NG FRE PROTECTION ENGI- ALRW ENGINEERING GROUP, INC GEOTECHNOCAL ENGINEER 3D 5CANNING & SURVEYING LANGAN ENGINEERING & ENVIROMENTALSERVICES LAND5CAPE ARCHITECTURE OLIN THEATER PLANNING & DE5IGN CONSULTANT FISHER DACHS ASSOCIATES ARCHITECTURAL LIGHTING CONSULTANT FISHER MAM-STONE ACOU5TICAL CON5ULTANT ARUP C05T E5TIMATOR JA. CONDON ASSOCIATES SHEET TITLE EXISTING EAST & WEST ELEVATIONS A0.06 R h e'-aiAr' LJ 3 SecOon J I I I I I — — — — — I I I I I 2 sa�OR 2 MIAMI MARI E STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHs/s�aM PROJECT TEAM LEAD ARCHITECT RHEISENBOT-FLE CON5ULTI NG ARCH ITECT CAN DEIA+PARTNERS'LLC LEAD STRUCTURAL EN GIN EER WIGS, AN NEY, ELSTNER ASSOCIATES CONI G STRUCTURAL ENG I NEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CON5ERVATOR ROLA LD GER& ASSOCIATES CIVIL ENGI NEER MARINE STRUCTURAL EN GIN EER COASTAL SYSTEMS INTERNATIONAL MECHANICAI1EIECTRICAVPLUMRING FREPROTECTIONENGINEER —ENGINEERING GROUP, INC GEOTECHNOCALENGINEER 3D 5CANNING & SURVEYING IANGAN ENGINEERING & ENVIROMENTALSERVICES LAND5CAPE ARCHITECTURE OLIN THEATER PLANNING & DE5IGN CONSULTANT FISHER DACHS ASSOCIATES ARCHITECU RAL UGHTI NG CONSULTANT FISH ER MAM-MIN E ACOU5TICAL C0N5ULTANT ARUP COST ESTIMATOR JA. CONDON ASSOCIATES SHEET TITLE SECTIONS A0.07 season a d 1/16'=1'-0" MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 Y- —-—T-—-- Ns.-- — — T — 1 — 1 — — — — — LEAD ARCHITECT — ------ — — — — nS-IIA• — — WISS, AN NEY, ELSTNER ASSOCIATES — — 1 1 — RDSA LDWINGER & ASSOCIATES 10 season a d 1/16'=1'-0" MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHus�aM e ;;n ;;n [;d PROJECT TEAM LEAD ARCHITECT R HEISENBOTTLE A CON5ULTI NG ARCH ITECT CAN DELA +PARTNERS, LLC LEAD STRUCTURAL EN GIN EER WISS, AN NEY, ELSTNER ASSOCIATES CONI G STRUCTURAL ENGI NEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CON5ERVATOR RDSA LDWINGER & ASSOCIATES 10 11 12 13 14 15 16 17 season a d 1/16'=1'-0" MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHus�aM PROJECT TEAM LEAD ARCHITECT R HEISENBOTTLE A CON5ULTI NG ARCH ITECT CAN DELA +PARTNERS, LLC LEAD STRUCTURAL EN GIN EER WISS, AN NEY, ELSTNER ASSOCIATES CONI G STRUCTURAL ENGI NEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CON5ERVATOR RDSA LDWINGER & ASSOCIATES GVILENGINEER MARINE5TRUCTURALENGINEER COASTAL SYSTEMS INTERNATIONAL MECHANICAVELECTRI CAL/PLUM BI NG IT RE PROTECTION EN GINEER AL. EN GIN EERING GROUP, INC GEOTECHNOCALENGINEER RD SCAN NI NG & SURVEYING LANGAN EN GINEERING & ENVIRDMENTAL SERVICES IN DSCAPE ARCHITECTURE OLIN THEATER PLANN ING & DE51 GN CONSULTANT FISHER DACHS ASSOCIATES ARCHITECU RAL UGHTI NG CONSULTANT FISH ER MAM-MIN E ACOU5TICAL CONSULTANT ARUP C05T ESTIMATOR IA. CDNDDN ASSOCIATES SHEET TITLE SECTIONS A0.08 MIAMI MARINE STADIUM RESTORATION 3501 Rickenbacker Causeway Key Biscayne, FL 33149 EXISTING CONDITIONS OWNER City of Miami Capital Improvements & Transportation Program 444 S.W. 2nd Ave, 8th Floor Miami, FL 33130 aHus�aM PROJECT TEAM LEAD ARCHITECT R HEISENBOTTLE A CON5ULTI NG ARCHITECT CAN DELA +PARTNERS, LLC LEAD STRUCTURAL EN GI NEER WISS, AN NEY, ELSTNER ASSOCIATES CONI G STRUCTURAL ENG I NEER DOUGLAS WOOD & ASSOCIATES ARCHITECTURAL CON5ERVATOR ROSA LOWINGER & ASSOCIATES CIVIL ENGI NEER MARINE STRUCTURAL EN GIN EER COASTAL SYSTEMS INTERNATIONAL MECHAMIC ELECTRI M 11LU1 HI NG FRE PROTECTION ENGI- ALRWENGINEERING GROUP, INC GEOTECHNOCAL ENGINEER 3D SCANNING & SURVEYING LANGAN ENGINEERING & ENVIROMENTALSERVICES LAND5CAPE ARCHITECTURE OLIN THEATER PLANNING & DE5IGN CONSULTANT FISHER DACHS ASSOCIATES ARCHITECTURAL LIGHTING CONSULTANT FISHER MAM-STONE ACOU5TICAL CON5ULTANT ARUP C05T E5TIMATOR IA. CONDON ASSOCIATES SHEET TITLE 3D IMAGES A0.09