The Suitability of Double-Layer Space

Total Page:16

File Type:pdf, Size:1020Kb

The Suitability of Double-Layer Space THE SUITABILITY OF DOUBLE‐LAYER SPACE STRUCTURES FOR SUPER‐TALL BUILDINGS: A study from Structural and Building Systems Integration Perspectives by Hendry Yahya Sutjiadi A thesis submitted to the Victoria University of Wellington in fulfilment of the requirements for the degree of Doctor of Philosophy in Building Science Victoria University of Wellington 2011 The Suitability of Double‐layer Space Structures for Super‐tall Buildings Abstract As buildings rise higher, designers face two major issues. Firstly, how to design efficient structures to resist the lateral loads that impact so greatly on tall buildings. Secondly, how to effectively integrate building systems, which often consume large amounts of space in taller buildings and potentially detract from the building aesthetics. Double‐layer space structures have the potential to address these issues due to several beneficial design characteristics. As three‐dimensional structures, double‐layer space structures are rigid and structurally efficient. They can also integrate with other building systems by using the inherent structural cavities to accommodate services components and contribute a particular architectural aesthetic if their regular pattern is exposed. Double‐layer space structures have been used in long‐span structure buildings, but have yet to be applied as vertical structures for super‐tall buildings. Only two projects, proposed by Kahn and Tying, and Swenson, have applied double‐layer space structures as vertical structures in high‐rise buildings. However, they have not yet been executed and no literature has discussed the feasibility of the application of this structural system to super‐ tall buildings. This situation leads to the research question; “Are double‐layer space structures suitable for super‐tall buildings?” To answer this question, a long‐term study with multidisciplinary knowledge, involving surveys of public opinion, and possibly real pilot projects would be required. This research focuses only on structural efficiency and systems integration as the initial step of the study of vertical double‐layer space structures in super‐tall buildings. The main objective of this research is to analyse the efficiency of this structural system, especially compared to other current tall structural systems. The second objective is to investigate to what extent these structures can integrate with other building systems as well as a discussion on advantages and disadvantages of the integration. The significance of this research is to provide initial scientific information for designers about the possibility of using double‐layer space structures as a structural system of super‐tall building. i PhD Thesis by Hendry Yahya Sutjiadi A research methodology including both quantitative and qualitative approaches is employed to measure the structural efficiency of vertical double‐layer space structures and to assess their potential to integrate with other building systems. This research covers structural aspects, building services systems including fire safety and approaches to energy efficiency, architectural integration, and construction. A quantitative approach by structural design and analysis, and comparison of double‐layer space structures with other structural systems is used to analyse structural efficiency. Case studies using the structural models of two 100‐storey double‐layer space structure buildings with different values of slenderness are designed and analysed using the computer software, ETABS. Other currently used structural systems, a bundled‐tube, a braced‐tube and a diagrid, are also designed using the same configuration and their structural analysis findings are compared to those of double‐layer space structures. Services systems, including HVAC, stairs and elevators, are also designed and integrated with the structure. The systems integration aspect of this research in double‐layer space structure buildings is analysed using a qualitative approach in three main steps. The first step is a review of relevant literature covering systems integration and current technologies in tall buildings. Based on this review, systems integration in double‐layer space structure buildings in general and the 100‐storey case study buildings in particular are explored using computer models. As the final step, the advantages and disadvantages of the systems integration in the designed case studies are discussed. These case studies are designed in order to represent current super‐tall buildings and recent technologies in high‐rise buildings. The structural models of 100‐storey buildings are relevant for buildings in the approximate range of 75 to 125 storeys or 300 to 500 metres high; the majority of current super‐tall buildings have been built in that range of heights. Recent technologies that are commonly used in super‐tall buildings, for example Centralised Air Handling and Localised Air Handling for HVAC system, double‐decking and sky lobbies for elevator system, and various façade systems, are adopted in these case studies. The aim is ii The Suitability of Double‐layer Space Structures for Super‐tall Buildings to investigate if double‐layer space structures can accommodate building components of current technologies. The results of this research show that double‐layer space structures are efficient where applied in super‐tall buildings when compared to other existing structural systems. Double‐ layer space structures can also integrate with services components. The case study design shows how larger usable floor areas than those in typical tall buildings can be provided by positioning the majority of services and structural components within the space structure on the perimeter of the building. In terms of fire safety, positioning fire safety and egress systems in two different locations far apart, as proposed in this research, increases their reliability. Double‐layer space structures are highly redundant structures that enable loads to be transferred through other structural members if several structural members collapse. This advantage minimises the possibility of progressive collapse. The ability of double‐layer space structures to visually and physically integrate with architectural components and aspects like façade, interior space and building geometry in various ways is also explored. In terms of construction, simple connections and construction methods can be applied to double‐layer space structures leading to competitive construction costs. The research concludes by discussing the advantages and disadvantages of double‐layer space structures for super‐tall buildings and concludes that double‐layer space structures are indeed suitable for this application within the scope of this research. However, the study also recommends future research to address issues that are not covered in this research. iii PhD Thesis by Hendry Yahya Sutjiadi Acknowledgements I would like to thank all the people who contributed to this thesis. Firstly, I would like to thank my thesis supervisors, Associate Professor Andrew Charleson and Professor George Baird, who have diligently supervised my work. I would like to acknowledge Victoria University of Wellington for their financial support during my PhD study. I have been awarded the Victoria Doctoral Assistantship Award and the Faculty Strategic Research Grants for my PhD research. Special thanks to all the people who have assisted me with their special skills and knowledge: - Geoff Thomas, for his comments on the “Fire Safety” section of the thesis. - Structural and Mechanical Engineers: David Whittaker and David Wood from Beca, Owen Brown, Robert Hall Smith from Schindler, Geoffrey Sidwell from Aurecon, and Christopher Speed from Dunning Thornton. - Susan Smith, my English teacher from English Proficiency Programme (EPP). - My colleagues, Alice Anderson and Lee Bint, who have proof‐read my PhD thesis and conference papers. - Student Learning Support Service (SLSS) staff, especially Dr. Deborah Laurs, Dr. Xiaodan Gao, Karen Commons, and Laila Faisal. - Faculty technical staff, especially Mark Shaw, Eric Camplin, Peter Ramutenas, David Carleton, and Stewart Mine. - All of the School of Architecture administrative and library staff. I thank all my colleagues at the School of Architecture Victoria University of Wellington, and also my family in Indonesia, and my friends at the church and Indonesian community in Wellington for their spiritual support. iv The Suitability of Double‐layer Space Structures for Super‐tall Buildings I would like to give a special acknowledgement to my beloved wife, Melissa Magdalena Setiawan, who has been with me from the beginning to the end of my PhD study. I am very grateful for her support, sacrifice and love, which allowed me to finish my PhD study on time. Finally, I would like to dedicate this thesis to the memory of my beloved parents, Sugiarto Sutjiadi and Ruslianti Gondowidjoyo. v PhD Thesis by Hendry Yahya Sutjiadi Table of Contents Abstract ............................................................................................................................... i Acknowledgements ........................................................................................................... iv Table of Contents ............................................................................................................... vi List of Tables ...................................................................................................................... xi List of Figures ..................................................................................................................
Recommended publications
  • The “International” Skyscraper: Observations 2. Journal Paper
    ctbuh.org/papers Title: The “International” Skyscraper: Observations Author: Georges Binder, Managing Director, Buildings & Data SA Subject: Urban Design Keywords: Density Mixed-Use Urban Design Verticality Publication Date: 2008 Original Publication: CTBUH Journal, 2008 Issue I Paper Type: 1. Book chapter/Part chapter 2. Journal paper 3. Conference proceeding 4. Unpublished conference paper 5. Magazine article 6. Unpublished © Council on Tall Buildings and Urban Habitat / Georges Binder The “International” Skyscraper: Observations While using tall buildings data, the following paper aims to show trends and shifts relating to building use and new locations accommodating high-rise buildings. After decades of the American office building being dominate, in the last twelve years we have observed a gradual but major shift from office use to residential and mixed-use for Tall Buildings, and from North America to Asia. The turn of the millennium has also seen major changes in the use of buildings in cities having the longest experience with Tall Buildings. Chicago is witnessing a series of office buildings being transformed into residential or mixed-use buildings, a phenomenon also occurring on a large scale in New York. In midtown Manhattan of New York City we note the transformation of major hotels into residential projects. The transformation of landmark projects in midtown New York City is making an impact, but it is not at all comparable to the number of new projects being built in Asia. When conceiving new projects, we should perhaps bear in mind that, in due time, these will also experience major shifts in uses and we should plan for this in advance.
    [Show full text]
  • Structural Developments in Tall Buildings: Current Trends and Future Prospects
    © 2007 University of Sydney. All rights reserved. Architectural Science Review www.arch.usyd.edu.au/asr Volume 50.3, pp 205-223 Invited Review Paper Structural Developments in Tall Buildings: Current Trends and Future Prospects Mir M. Ali† and Kyoung Sun Moon Structures Division, School of Architecture, University of Illinois at Urbana-Champaign, Champaign, IL 61820, USA †Corresponding Author: Tel: + 1 217 333 1330; Fax: +1 217 244 2900; E-mail: [email protected] Received 8 May; accepted 13 June 2007 Abstract: Tall building developments have been rapidly increasing worldwide. This paper reviews the evolution of tall building’s structural systems and the technological driving force behind tall building developments. For the primary structural systems, a new classification – interior structures and exterior structures – is presented. While most representative structural systems for tall buildings are discussed, the emphasis in this review paper is on current trends such as outrigger systems and diagrid structures. Auxiliary damping systems controlling building motion are also discussed. Further, contemporary “out-of-the-box” architectural design trends, such as aerodynamic and twisted forms, which directly or indirectly affect the structural performance of tall buildings, are reviewed. Finally, the future of structural developments in tall buildings is envisioned briefly. Keywords: Aerodynamics, Building forms, Damping systems, Diagrid structures, Exterior structures, Interior structures, Outrigger systems, Structural performance, Structural systems, Tall buildings Introduction Tall buildings emerged in the late nineteenth century in revolution – the steel skeletal structure – as well as consequent the United States of America. They constituted a so-called glass curtain wall systems, which occurred in Chicago, has led to “American Building Type,” meaning that most important tall the present state-of-the-art skyscraper.
    [Show full text]
  • Architecture, Form, Expression. the Helicoidal Skyscrapers'geometry
    Bridges 2012: Mathematics, Music, Art, Architecture, Culture Architecture, Form, Expression. The Helicoidal Skyscrapers’Geometry Alessandra CAPANNA Dipartimento di Architettura e Progetto “Sapienza” Università di Roma Via Flaminia 359 - 00196 Roma, ITALY E-mail: [email protected] Mauro FRANCAVIGLIA Marcella G. LORENZI Dipartimento di Matematica, Laboratorio per la Comunicazione Scientifica Università di Torino Università della Calabria Via Carlo Alberto,10 - 10123 Torino, ITALY Cubo 30b, 87036 Arcavacata di Rende CS, E-mail: [email protected] ITALY E-mail: [email protected] Abstract The Expressionist utopia of an Architect imitating the rigorous and -at the same time- extremely bizarre formative principles of Nature, linked with the engineering “must” of a coherent and correct structure are apparent antithesis if only played as the manifestation of an irrational and uncontrolled freedom. We explore the ancient idea of Harmony and Beauty and the historical confidence in the logarithmic spiral as the symbol of perfection in an un- built project for a 565 m (1,854 ft) high skyscraper that was supposed to be built on the tip of Manhattan, NYC. The role of geometry is no more exploited as an instrument for controlling architectural form, but for its liberation: the project for a helicoidal skyscraper consisted of a succession of warped wings developed on the layout of the logarithmic spiral. The helicoidal shape, works better than the others in splitting up the force of the wind in resistance, has a positive influence on the stability of the building and is the result of a strong design theory wondering about the power of invention, the power of geometry, the power of relationships among numbers, and finally the beauty of (deriving from) mathematics (in Architecture).
    [Show full text]
  • An Overview of Structural & Aesthetic Developments in Tall Buildings
    ctbuh.org/papers Title: An Overview of Structural & Aesthetic Developments in Tall Buildings Using Exterior Bracing & Diagrid Systems Authors: Kheir Al-Kodmany, Professor, Urban Planning and Policy Department, University of Illinois Mir Ali, Professor Emeritus, School of Architecture, University of Illinois at Urbana-Champaign Subjects: Architectural/Design Structural Engineering Keywords: Structural Engineering Structure Publication Date: 2016 Original Publication: International Journal of High-Rise Buildings Volume 5 Number 4 Paper Type: 1. Book chapter/Part chapter 2. Journal paper 3. Conference proceeding 4. Unpublished conference paper 5. Magazine article 6. Unpublished © Council on Tall Buildings and Urban Habitat / Kheir Al-Kodmany; Mir Ali International Journal of High-Rise Buildings International Journal of December 2016, Vol 5, No 4, 271-291 High-Rise Buildings http://dx.doi.org/10.21022/IJHRB.2016.5.4.271 www.ctbuh-korea.org/ijhrb/index.php An Overview of Structural and Aesthetic Developments in Tall Buildings Using Exterior Bracing and Diagrid Systems Kheir Al-Kodmany1,† and Mir M. Ali2 1Urban Planning and Policy Department, University of Illinois, Chicago, IL 60607, USA 2School of Architecture, University of Illinois at Urbana-Champaign, Champaign, IL 61820, USA Abstract There is much architectural and engineering literature which discusses the virtues of exterior bracing and diagrid systems in regards to sustainability - two systems which generally reduce building materials, enhance structural performance, and decrease overall construction cost. By surveying past, present as well as possible future towers, this paper examines another attribute of these structural systems - the blend of structural functionality and aesthetics. Given the external nature of these structural systems, diagrids and exterior bracings can visually communicate the inherent structural logic of a building while also serving as a medium for artistic effect.
    [Show full text]
  • Une Course Vers Le Ciel. Mondialisation Et Diffusion Spatio-Temporelle Des Gratte-Ciel
    M@ppemonde Une course vers le ciel. Mondialisation et diffusion spatio-temporelle des gratte-ciel Clarisse Didelon UMR 6228 IDEES – Équipe CIRTAI CNRS, Université du Havre « Nous construisons à une hauteur qui rivalisera avec la tour de Babel ». William Le Baron Jenney, 1883 (cité par Judith Dupré, 2005) « Les signes s’exposent dans une matière, une forme et plastique qui ont une double fonction d’usage et de représentation ». Armand Frémont, 1976 Résumé.— La construction de gratte-ciel a des ressorts aussi bien fonctionnels que symboliques. Les gratte-ciel trouvent sens à l’échelle locale, nationale mais aussi à l’échelle mondiale. L’analyse de la diffusion spatio-temporelle de la construction de gratte-ciel met en évidence leurs liens forts avec les contextes économiques et idéologiques et souligne dans une certaine mesure la convergence des modes de vie de la population mondiale. Gratte-ciel • Diffusion spatio-temporelle • Monde Abstract.— A Race to the Sky. Globalization and the Spatiotemporal Diffusion of Skyscrapers.— The building of skyscrapers has both functional and symbolic meaning. Skyscrapers have a certain level of significance at the local, national but also world level. The analysis of spatiotemporal diffusion of skyscrapers underlines strong links with the economical and ideological background and more, in a certain sense the convergence of the world population way of life. Skyscrapers • Spatiotemporal diffusions • World Resumen.— Una carrera hacia el cielo. Mundializacion y difusion espacio-temporal de los rascacielos.— La construccion de rascacielos tiene rasgos tanto funcionales como simbolicos. Los rascacielos tienen sentido a las escalas local, nacional pero tambien mundial. El analisis de su difusion espacio-temporal pone en evidencia su fuerte relacion con los entornos economicos e ideologicos, y, en cierta medida, pone enfasis en la convergencia de modos de vida de la poblacion mundial.
    [Show full text]
  • Chapter 2: TRUSS and ROOF TERMINOLOGY
    Chapter 2: TRUSS AND ROOF TERMINOLOGY APEX: The highest point on a truss where the sloping top chords meet (Figures 3, 4 & 6). AXIAL FORCE: A push (compression) or pull (tension) acting along the length of a member. Usually measured in Newtons (N) or kiloNewtons (kN). (Figure 18) AXIAL STRESS: The axial force acting at a point along the length of a member, divided by the cross- sectional area of the member. Usually measured in MegaPascals (MPa) or Newtons per square millimeter (N/mm2). (Figure 18) BARGE BOARDS: Trim boards applied to gable ends of buildings. (Figure 2 & 10) BATTENS: Small-section timber members – usually 36x36 (See SANS 1783-4) spanning between trusses, connected to the top of the top chord of the truss and usually supporting a roof covering of tiles or slates (Figure 4). BATTEN CENTRES: The distance between centre lines of battens, measured along the slope of the top chord (Figure 8). BAY LENGTH: Also called PANEL LENGTH. In a truss this refers to the horizontal distance between the centres of joints or nodes in either the top or bottom chord. In a roof, it refers to the space between trusses, e.g. a single or double truss spacing where bracing occurs. (Figure 7 & 8) BRACED BAY: The space between 2 or more trusses in a roof section where bracing is positioned (Figure 2) BEAM: A solid or composite timber lintel that usually supports trusses or rafters. (Figure 11) BEAM POCKET: A void deliberately set into a wall to allow a beam, truss horn or floor truss to bear on the wall.
    [Show full text]
  • From Troubled to Trophy: the Turnaround of Chicago's Oneeleven
    From Troubled to Trophy: The Turnaround of Chicago’s OneEleven August 14, 2015 | By Ryan Ori When Chicago’s OneEleven apartment development sold for a record price earlier this year, it marked the second notable achievement for the project. Before the $328 million sale, mere completion of the 60-story build- ing had erased an eyesore from one of the Loop’s most visible walls of trophy towers. Chicago-based real estate investment management firm Heitman paid $651,000 per unit for the building along the Chicago River, a city record. That January sale by Related Midwest is even more remarkable considering that just a few years earlier, the property at Wacker Drive and Clark Street stood as a constant reminder of a real estate development pipeline that had dried up during the recession. From 2008 to 2012, a 27-story concrete skeleton lurked over office workers and tourists walking along the Chica- go River. A previous developer’s plan to construct the city’s fifth-tallest skyscraper—90 stories of luxury condo- miniums and a hotel—was halted after efforts to secure a construction loan stalled. “It was a pretty palpable sign of the downturn,” says Curt Bailey, president of Related Midwest, an affiliate of New York City–based Related Companies. “It basically said, ‘The city is not viable for development, and we’ve got failure on our face.’ The architecture boat tours go right by there, and they were basically staring at it.” Nine years elapsed between the ground breaking by the initial development venture, an affiliate of Chicago-based engineering firm Teng & Associates, and the record sale by Related.
    [Show full text]
  • Roof Truss – Fact Book
    Truss facts book An introduction to the history design and mechanics of prefabricated timber roof trusses. Table of contents Table of contents What is a truss?. .4 The evolution of trusses. 5 History.... .5 Today…. 6 The universal truss plate. 7 Engineered design. .7 Proven. 7 How it works. 7 Features. .7 Truss terms . 8 Truss numbering system. 10 Truss shapes. 11 Truss systems . .14 Gable end . 14 Hip. 15 Dutch hip. .16 Girder and saddle . 17 Special truss systems. 18 Cantilever. .19 Truss design. .20 Introduction. 20 Truss analysis . 20 Truss loading combination and load duration. .20 Load duration . 20 Design of truss members. .20 Webs. 20 Chords. .21 Modification factors used in design. 21 Standard and complex design. .21 Basic truss mechanics. 22 Introduction. 22 Tension. .22 Bending. 22 Truss action. .23 Deflection. .23 Design loads . 24 Live loads (from AS1170 Part 1) . 24 Top chord live loads. .24 Wind load. .25 Terrain categories . 26 Seismic loads . 26 Truss handling and erection. 27 Truss fact book | 3 What is a truss? What is a truss? A “truss” is formed when structural members are joined together in triangular configurations. The truss is one of the basic types of structural frames formed from structural members. A truss consists of a group of ties and struts designed and connected to form a structure that acts as a large span beam. The members usually form one or more triangles in a single plane and are arranged so the external loads are applied at the joints and therefore theoretically cause only axial tension or axial compression in the members.
    [Show full text]
  • CTBUH Journal
    CTBUH Journal Tall buildings: design, construction and operation | 2008 Issue III China Central Television Headquarters The Vertical Farm Partial Occupancies for Tall Buildings CTBUH Working Group Update: Sustainability Tall Buildings in Numbers Moscow Gaining Height Conference Australian CTBUH Seminars Editor’s Message The CTBUH Journal has undergone a major emerging trend. A number of very prominent cases transformation in 2008, as its editorial board has are studied, and fundamental considerations for sought to align its content with the core objectives each stakeholder in such a project are examined. of the Council. Over the past several issues, the journal editorial board has collaborated with some of the most innovative minds within the field of tall The forward thinking perspectives of our authors in building design and research to highlight new this issue are accompanied by a comprehensive concepts and technologies that promise to reshape survey of the structural design approach behind the the professional landscape for years to come. The new China Central Television (CCTV) Tower in Beijing, Journal now contains a number of new features China. The paper, presented by the chief designers intended to facilitate discourse amongst the behind the tower structure, explores the membership on the subjects showcased in its pages. groundbreaking achievements of the entire design And as we enter 2009, the publication is poised to team in such realms as computational analysis, achieve even more as brilliant designers, researchers, optimization, interpretation and negotiation of local builders and developers begin collaboration with us codes, and sophisticated construction on papers that present yet-to-be unveiled concepts methodologies.
    [Show full text]
  • 540 N Lake Shore Dr-2019.Indd
    540 N LAKE SHORE DRIVE, CHICAGO CONFIDENTIALY & CONDITIONS Jameson Real Estate (the “Agent”) has been engaged as the the right, at their sole and absolute discretion, to reject any and all exclusive agent for the sale of the 540 Lakeshore Dr, Chicago, IL (the expressions of interest or offers regarding the Properties and/or to “Properties”), by the Owner (the “Seller”). terminate discussions with any entity at any time, with or without notice. This Offering Memorandum is made subject to omissions, The Properties are being offered for sale in an “as-is, where-is” corrections or errors, change of price or other terms and prior sale or condition and the Seller and the Agent make no representations withdrawal from market without notice. The Agent is not authorized to or warranties as to the accuracy of the information contained in make any representations or agreements on behalf of the Seller. The this information package. The enclosed materials include highly Seller shall have no legal commitment or obligation to any interested confidential information and are being furnished solely interest party reviewing the enclosed materials, performing additional described herein. Neither the enclosed materials, nor any information investigation and/or making an offer to purchase the Properties contained herein, are to be used for any other purpose, or made unless and until a binding written agreement for the purchase of the available to any other person without the express written consent of Properties have been fully executed, delivered and approved by the the Seller. Each recipient, as a prerequisite to receiving the enclosed Seller and any conditions to Seller’s Obligations there under have been information, should be registered with Jameson Real Estate as a satisfied or waived.
    [Show full text]
  • Tall Can Be Beautiful
    The Financial Express January 10, 2010 7 INDIA’S VERTICAL QUEST TALLCANBEBEAUTIFUL SCRAPINGTHE PreetiParashar 301m)—willbecompleted. FSI allowed is 1.50-2.75 in all metros and meansprojectswillbecheaperonaunit-to- ronment-friendly. ” KaizerRangwala mid-risebuildings.ThisisbecauseIndian TalltowersshouldbedesignedfortheIndi- SKY, FORWHAT? Of the newer constructions,the APIIC ground coverage is 30-40%. It is insuffi- unit basis and also more plentiful in prof- “There is a need for more service pro- cities have the lowest floor space index an context. They should take advantage of S THE WORLD’S Tower (Andhra Pradesh Industrial Infra- cient to build skyscrapers here.”He adds, itable areas,which is good news for viders of eco-friendly construction mate- Winston Churchill said, (FSI), in the world. Government regula- thelocalclimate—rainfall,light,ventilation, tallest building, the structure Corporation Tower) being built “The maximum height that can be built investors and the buyers.However, allow- rials toreducecosts,”saysPeriwal. “We make our buildings tions thatallowspecific number of build- solar orientation without sacrificing the KiranYadav theleadafterWorldWarI—again,aperiod 828-metreBurjKhalifa, at Hyderabadisexpectedtobea100-storey (basedonperacrescalculation)isapproxi- ing high-rises indiscriminately in certain However Sandhir thinks of high-rises and afterwards they make ing floors based on the land area, thus street-levelorientationof buildings;history; marked by economic growth and techno- alters the skyline of buildingwithaheightof
    [Show full text]
  • Boston Planning & Development Agency Scoping Determination 1000 Boylston Street Submission Requirements for Draft Project Im
    BOSTON PLANNING & DEVELOPMENT AGENCY SCOPING DETERMINATION 1000 BOYLSTON STREET SUBMISSION REQUIREMENTS FOR DRAFT PROJECT IMPACT REPORT (DPIR) PROPOSED PROJECT: 1000 BOYLSTON STREET PROJECT PROJECT SITE: LOCATED IN BOSTON’S BACK BAY NEIGHBORHOOD, THE PROJECT SITE IS IN AN UNDEVELOPED LOCATION NEAR THE HYNES CONVENTENTION CENTER AND PRUDENTIAL CENTER, THE SHOPS AND RESIDENCES OF THE BACK BAY, THE BUSTLING CORRIDOR OF MASSACHUSETTS AVENEU AND THE CHRISTIAN SCIENCE CENTER PLAZA. PROPONENT: ADG SCOTIA II LLC c/o WEINER VENTURES LLC DATE: JULY 7, 2017 The Boston Redevelopment Authority d/b/a Boston Planning & Development Agency (“BPDA”) is issuing this Scoping Determination pursuant to Section 80B-5 of the Boston Zoning Code (“Code”), in response to a Project Notification Form (“PNF”) which ADG Scotia II LLC c/o Weiner Ventures LLC (the “Proponent”), filed for the 1000 Boylston Street project on January 3, 2017. Notice of the receipt by the BPDA of the PNF was published in the Boston Herald on January 3, 2017, which initiated a public comment period with a closing date of February 2, 2017; the public comment period was subsequently extended until March 17, 2017. Comments received since then have subsequently been added as well. On November 16, 2016, the Proponent filed a Letter of Intent in accordance with the Executive Order regarding Provision of Mitigation by Development Projects in Boston. On January 3, 2016 the Proponent filed a Project Notification Form (PNF) pursuant of Article 80 Large Project Review for a proposal, which includes the development of two new residential buildings at 1000 Boylston St in the Back Bay.
    [Show full text]