The Hearst Tower: Combining Steam Driven Absorption Cooling with a DOAS/Radiant System

Total Page:16

File Type:pdf, Size:1020Kb

The Hearst Tower: Combining Steam Driven Absorption Cooling with a DOAS/Radiant System The Hearst Tower: Combining Steam Driven Absorption Cooling with a DOAS/Radiant System Jessica M. Lucas The Pennsylvania State University Department of Architectural Engineering Senior Thesis-Mechanical Option Architecture Hearst Tower 959 Eighth Avenue o 856,000 Square Feet New York, NY o 42 stories, 597 feet tall o Glass and metal curtain Project Team wall façade o Diagrid design features Owner: triangular glass panels Hearst Corporation four stories high o Primarily office space, but Development Manager: will also house an Tishman Speyer auditorium, test kitchens, Properties executive dining hall, and a television studio Architect: Foster and Partners Associate Architect: Adamson Associates Construction Structural Engineer: o December 2004-June Cantor Seinuk 2006 o Expected to earn MEP: LEED gold Flack+Kurtz certification Construction Manager: o Original 6 story Structural System Turner Construction headquarters facade preserved with new Composite steel and Lighting: o tower constructed concrete floor system with George Sexton through center 40 foot column free interior span Mechanical System o Tower is connected to the landmark façade by a o Low temperature air distributed using central horizontal skylighting VAV system system o 4-4000 ton cooling towers serve the chiller plant o Diagrid members are wide o Chiller plant contains 2-1200 ton and 1-400 ton flange rolled steel sections centrifugal chillers connecting at nodes o Radiant floor heating and cooling serves the lobby o The secondary lateral system is a braced frame at the service core Electrical & Lighting o 460/265v, 3 phase, 4 wire system o Utilizes daylighting sensors to control lighting o General lighting system consists of compact fluorescent downlights and linear fluorescent troffers o Atrium utilizes incandescent par38 accent lights Jessica Lucas Mechanical Option www.arche.psu.edu/thesis/eportfolio/current/portfolios/jml385 Jessica Lucas Hearst Tower Mechanical Option New York, NY ________________________________________________________________________ Table of Contents Cover Page…………………………………………………………………………………i Thesis Abstract ………………………………………………………………………….ii Table of Contents……………………………………………………………………........iii Acknowledgements.……………………………………………………………………….1 Introduction………...……………………………………………………………………...2 Executive Summary.………………………………………………………………………3 Project Background………..………………………………………………………………4 Site and Architecture…..…………………………………………………………………..5 Existing Mechanical System..……………………………………………………………..6 Mechanical Depth Absorption Cooling………………………………………………………12 Dedicated Outdoor Air Systems…………………………………………16 Radiant Floor Heating and Cooling……………………………………...24 Combining Steam Driven Absorption Cooling with DOAS/Radiant Floors…….27 System Simulation……………………………………………………….28 First Cost Analysis……………………………………………………….33 Proposed Design Conclusions……………………………………………35 Breadth Work Electrical Breadth………………………………………………………………...37 Existing and Proposed Equipment……………………………………….37 Cost Analysis…………………………………………………………….40 Structural Breadth………………………………………………………………..42 Existing Structural System……………………………………………….42 Procedure for Checking Additional Loading…………………………….44 References………………………………………………………………………………..46 Appendices Appendix A-Calculation Materials…………....…………………………………………..I Appendix B-Equipment Specifications…………………………………………………...II Appendix C-Electrical Breadth Appendix.........................................................................III Appendix D-Structural Breadth Appendix………………………………………………IV iii Jessica Lucas Hearst Tower Mechanical Option New York, NY ________________________________________________________________________ Acknowledgements “A successful person is one who can lay a firm foundation with the bricks that others throw at him.” I’d like to take this opportunity to thank those who have thrown those bricks at me. First and foremost I would like to thank the faculty of the Architectural Engineering department at Penn State. We have the number one AE program for a reason and that reason is each of you. Dr. Bahnfleth, Dr. Freihaut, Dr. Jeong, and Dr. Mumma you have each provided an essential piece of the puzzle we call mechanical engineering and have given me a solid foundation for building my professional career. I would also like to thank Paul Reitz of Flack+Kurtz for always taking time to answer my questions. I truly could not have finished thesis without your guidance and expertise. To all of my classmates, especially Jenny, Yulien, Jayme, Ben, and Andrew thank you for putting up with me, mood swings and all. My diploma should have all of your names on it! To Eddie Money for providing some great rock&roll flashbacks in thesis lab. And David Hasselhoff…I’d rather not explain. To my Greta, my twin…taking a two hour phone break from thesis is fine if there’s gossip involved! Thank you for always knowing when I need you most. To my family, whose constant pride and faith in me has always made me want achieve that much more. To my mom and grandma, my two best friends, thank you for always believing in me, even when I didn’t believe in myself. Last and certainly not least, Thomas J, my sanity and strength. I am amazed everyday by the confidence you have in me…if I could only see myself through your eyes. Even in a city of 8 million it will always be you and I. I love you all. God Bless. -1- Jessica Lucas Hearst Tower Mechanical Option New York, NY ________________________________________________________________________ Introduction The senior thesis project is a culmination of five years of study in the Architectural Engineering Program at the Pennsylvania state University. During the first three years in the program, students take courses in four main subject areas, which include: Mechanical Engineering, Structural Engineering, Electrical Engineering/Lighting Design, and Construction Management. After exploring each option, students choose one of the four areas to study in depth during their final two years. The senior year is considered a professional year focusing mainly on the infamous “Senior Thesis.” During the fall semester students are asked to research a building of their choice through a series of three technical assignments. After the completion of the technical assignments, students are asked to propose an alternative design approach for their building. The proposal is carried out through a depth study in the student’s option area and two breadth studies in option areas affected by the proposed system design. The following Thesis report investigates a proposed redesign for the Hearst Tower located in New York City. The main focus of the mechanical depth study is the implementation of Steam Driven Absorption Cooling with a Dedicated Outdoor Air System paralleled by a radiant floor heating and cooling system. The new mechanical system will directly impact the electrical and structural systems of the building and these topics will therefore serve as breadth studies. The main goal of this proposal is to explore the feasibility of such a system with the Hearst Tower and to serve as a learning experience to enhance professional development. The thesis project is solely for educational purposes and in no way reflects error in the original building design. Enjoy… -2- Jessica Lucas Hearst Tower Mechanical Option New York, NY ________________________________________________________________________ Executive Summary The Hearst Tower is an 856,000 square foot office tower designed to consolidate over 2,000 Hearst Corporation employees. The new tower will be constructed along Eighth Avenue between 56th and 57th Street in New York City, which is the site of the original Hearst headquarters built in 1928. The new tower will rise from the center of the original landmark façade and is scheduled for completion by Summer 2006. Since the Hearst Corporation is a media mogul, the new office tower is designed to accommodate a variety of functions under one roof. The 42 stories of the tower will include office space, an auditorium, a full service television studio, executive dining areas, and Good Housekeeping test kitchens. Because of the size of the building and complexity of the current mechanical system, only eleven floors of the tower portion will be considered for the proposed design. The current mechanical system includes a central chilled water plant serving a central low temperature variable air volume (VAV) system. The chiller plant currently contains (2)-12000 ton and (1)-400 ton electric chillers. The office tower is served by (4)-110,000 CFM air handling units that are capable of supplying 100% outdoor air. Heating is provided to the building via a steam to hot water heat exchanger, which subsequently distributes hot water to fan powered VAV boxes located throughout each floor. In accordance with ASHRAE Std. 62-2004, each office floor requires 2326 CFM of outdoor air. The typical cooling load for one floor is 29 tons, while the heating load is 82.7 MBH. This report examines the use of steam driven absorption cooling with a dedicated outdoor air system (DOAS) paralleled by radiant floors for heating and cooling, in hopes of reducing annual energy costs and improving indoor air quality. It was ultimately determined that the DOAS/radiant system helped reduce the size of major equipment such as chillers and air handling units. The use of steam driven cooling as opposed to electric chillers also helped to save on annual energy costs because of incentives provided by the NYC steam utility, Consolidated Edison. This system is an attractive
Recommended publications
  • Read Where Architecture Expert Paul Goldberg Comments on the History of New York's Famous Skyscrapers. As You Do So, Complete
    Can you identify any of these buildings? What do they all have in common? Which one do you like best? Read where architecture expert Paul Goldberg comments on the history of New York’s famous skyscrapers. As you do so, complete the following tasks: · In New York buildings are not only buildings, they become ___________________ · New York took over Chicago as regards skyscrapers in ___________________. · The Woolworth building was the tallest building worldwide for _________________. · The _______________ defined the Manhattan skyline. · They are trying to keep a memory of the people who were lost and also to show New York’s ______________________________. · New York stands out from the other cities as the embodiment of ____________________. Woolworth Building; Empire State Building; Chrysler Building; Flatiron; Hearst Tower The Woolworth Building, at 57 stories (floors), is one of the oldest—and one of the most famous—skyscrapers in New York City. It was the world’s tallest building for 17 years. More than 95 years after its construction, it is still one of the fifty tallest buildings in the United States as well as one of the twenty tallest buildings in New York City. The building is a National Historic Landmark, having been listed in 1966. The Empire State Building is a 102-story landmark Art Deco skyscraper in New York City at the intersection of Fifth Avenue and West 34th Street. Like many New York building, it has become seen as a work of art. Its name is derived from the nickname for New York, The Empire State. It stood as the world's tallest building for more than 40 years, from its completion in 1931 until construction of the World Trade Center's North Tower was completed in 1972.
    [Show full text]
  • EXHIBIT B CPC Report N 190230 ZRY (Residential Tower
    EXHIBIT B CPC Report N 190230 ZRY (Residential Tower Mechanical Voids) CITY PLANNING COMMISSION April 10, 2019, Calendar No. 11 N 190230 ZRY IN THE MATTER OF an application submitted by the Department of City Planning pursuant to Section 201 of the New York City Charter for an amendment of Article II, Chapter 3 and related provisions of the Zoning Resolution of the City of New York, modifying residential tower regulations to require certain mechanical spaces to be calculated as residential floor area. _____________________________________________________________________________ This application (N 190230 ZRY) for a zoning text amendment was filed by the Department of City Planning (DCP) on January 25, 2019 to discourage the use of excessively tall mechanical floors in high-density residential tower districts. The proposal would require that mechanical floors, typically excluded from zoning floor area calculations, would be counted toward the overall permitted floor area on the zoning lot if they are taller than new specified limits or overly concentrated in portions of the building. The proposed floor area requirements would apply to residential towers in non-contextual R9 and R10 Residence Districts and their equivalent Commercial Districts, as well as Special Purpose Districts that rely on underlying floor area and height and setback regulations or that are primarily residential in character. The provision would also apply to non-residential portions of a mixed-use building if the building contains a limited amount of non-residential floor area. BACKGROUND The New York City Zoning Resolution allows floor space containing mechanical equipment to be excluded from zoning floor area calculations, reflecting the recognition that these spaces perform important and necessary functions within buildings.
    [Show full text]
  • Scope of Services Template
    November 2018 SCOPE OF SERVICES FOR FINANCIAL PROJECT ID(S). To Be Determined by Task Work Order Continuing Services Existing Roadway Condition Assessment Report (ERCAR) Development District-Wide Florida’s Turnpike Enterprise 1 PURPOSE ............................................................................................................................. 4 2 PROJECT DESCRIPTION ................................................................................................. 6 3 PROJECT COMMON AND PROJECT GENERAL TASKS....................................... 34 4 ROADWAY ANALYSIS ................................................................................................... 44 5 ROADWAY PLANS .......................................................................................................... 51 6A DRAINAGE ANALYSIS ................................................................................................... 52 6B DRAINAGE PLANS .......................................................................................................... 56 7 UTILITIES .......................................................................................................................... 57 8 ENVIRONMENTAL PERMITS, COMPLIANCE, AND ENVIRONMENTAL CLEARANCES .................................................................................................................. 61 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS .............................................................................................................................................
    [Show full text]
  • Leseprobe 9783791384900.Pdf
    NYC Walks — Guide to New Architecture JOHN HILL PHOTOGRAPHY BY PAVEL BENDOV Prestel Munich — London — New York BRONX 7 Columbia University and Barnard College 6 Columbus Circle QUEENS to Lincoln Center 5 57th Street, 10 River to River East River MANHATTAN by Ferry 3 High Line and Its Environs 4 Bowery Changing 2 West Side Living 8 Brooklyn 9 1 Bridge Park Car-free G Train Tour Lower Manhattan of Brooklyn BROOKLYN Contents 16 Introduction 21 1. Car-free Lower Manhattan 49 2. West Side Living 69 3. High Line and Its Environs 91 4. Bowery Changing 109 5. 57th Street, River to River QUEENS 125 6. Columbus Circle to Lincoln Center 143 7. Columbia University and Barnard College 161 8. Brooklyn Bridge Park 177 9. G Train Tour of Brooklyn 195 10. East River by Ferry 211 20 More Places to See 217 Acknowledgments BROOKLYN 2 West Side Living 2.75 MILES / 4.4 KM This tour starts at the southwest corner of Leonard and Church Streets in Tribeca and ends in the West Village overlooking a remnant of the elevated railway that was transformed into the High Line. Early last century, industrial piers stretched up the Hudson River from the Battery to the Upper West Side. Most respectable New Yorkers shied away from the working waterfront and therefore lived toward the middle of the island. But in today’s postindustrial Manhattan, the West Side is a highly desirable—and expensive— place, home to residential developments catering to the well-to-do who want to live close to the waterfront and its now recreational piers.
    [Show full text]
  • Hearst Tower Makes Dramatic Use of Light & Space
    Inside & out, Hearst Tower makes dramatic use of light & space. Welcome to Hearst Tower, Hearst’s global headquarters and the first New York City st landmark of the 21 century. Using the original 1928 Hearst International Magazine Building as his pedestal, noted British architect Norman Foster has conceived an arresting 46-story glass-and-steel skyscraper that establishes a number of design and environmental milestones. Hearst Tower is a true pioneer in environmental sustain- ABOUT HEARST ability, having been declared the first “green” Hearst Tower is home to employees office building in New York City history. of Hearst, one of the largest Inside and out, the design of Hearst Tower diversified media, information and makes dramatic use of light and space. The soar- services companies. Its major inter- ing three-story atrium—filled with the sound of ests span close to 300 magazines cascading water—creates a sense of calm on a around the world, including Cosmo- grand scale. The exterior honeycomb of steel politan, ELLE and O, The Oprah Mag- keeps the interior work areas uncluttered by azine; respected daily newspapers, pillars and walls, thus creating superb views of including the Houston Chronicle and the city from most vantages on the work floor. San Francisco Chronicle; television At night, with its radically angled panes of glass, stations around the country that Hearst Tower looks like a faceted jewel. reach approximately 19 percent of U.S. TV households; ownership in leading cable networks, including Lifetime, A&E, HISTORY and ESPN; as well as business information, digital services businesses and investments in emerging digital and video companies.
    [Show full text]
  • Space Efficiency in Multi-Use Tall Building
    ctbuh.org/papers Title: Space Efficiency in Multi-Use Tall Building Authors: Mahjoub Elnimeiri, Research Associate, Illinois Institute of Technology Hyeong-Ill Kim, Professor, Illinois Institute of Technology Subject: Architectural/Design Keywords: Design Process Mixed-Use Planning Publication Date: 2004 Original Publication: CTBUH 2004 Seoul Conference 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 / Mahjoub Elnimeiri; Hyeong-Ill Kim Space Efficiency in Multi-Use Tall Building Hyeong-ill Kim1, Mahjoub Elnimeiri2, 1 Research Associate, College of Architecture, Illinois Institute of Technology 2Professor, College of Architecture, Illinois Institute of Technology Abstract This paper seeks to make a contribution to the development of the design strategies for multi-use tall buildings in relation to space efficiency of the building for architects, engineers and developers during their early phases of the design process. This research describes the complex challenges of a design development process influenced by vertically stacked functions. This paper addresses the important parameters in the design of multi-use tall buildings and their relationship to the space efficiency. Parameters including functions, lease span, floor-to-floor height, vertical transportation, site area, FAR(Floor Area Ratio), building height, number of floors, building size at the base and top, , aspect ratio, structural system were analyzed. Ten multi-use buildings were carefully surveyed and investigated through specific case studies. To achieve this comparative analysis, a comprehensive data base was established. Based on the results of the case studies, a set of quantitative analysis was performed to show relationship among design factors.
    [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]
  • Single Family Dwelling Addition Handout 3-19
    HUMBOLDT COUNTY BUILDING DEPARTMENT 25 W. FOURTH STREET WINNEMUCCA, NV 89446 (775) 623-6322 (775) 623-6337 – FAX hcnv.us (web site) [email protected] (e-mail) CITY OF WINNEMUCCA BUILDING DEPARTMENT 90 W. FOURTH STREET WINNEMUCCA, NV 89445 (775) 623-6319 (775) 623-6321 - FAX RESIDENTIAL ADDITION PERMIT GUIDE March 2019 GENERAL INFORMATION This guide outlines the requirements for obtaining a building permit to construct a residential addition in Humboldt County. In order to ensure that your application is processed in a timely manner, your submittal package must be complete. Once submitted, your plan package will require review and approval from the following County and State Agencies: Zoning Approval Humboldt County Planning & Zoning Department (Site Plan/Zoning Codes) 623-6393 Street Excavation Humboldt County Road Department 623-6416 Excavation permits are available from the Road Department for any excavation in a county road easement or right of Way Plan Review Humboldt County Building Department Flood Zone Area Review Humboldt County Building Department Water/Domestic Well Installation Shall be approved by Nevada State Water Resources (775) 684-2800 Nevada State Manufactured Housing Division (702) 486 – 4138 - Las Vegas Upon submitting your plans to the Building Department and prior to final inspection, the applicant will need to contact the Bureau of Health Protection Services for septic approval. Written approval shall be submitted to this office. Approval from water district or sewer districts is also required. We recommend you
    [Show full text]
  • Excerpts from the Accidental Skyline
    Excerpts from The Accidental Skyline A report by the Municipal Art Society of New York, December 2013 Full text (with images): https://www.mas.org/pdf/accidental-skyline-2013-12-20-web.pdf Executive Summary The size and scale of the as-of-right buildings going up on and around 57th St. deserve particular attention because of their proximity to Central Park. Individually, the towers may not have a significant effect; however their collective impact has not been considered… Central Park and New York City’s other open spaces are critical to the economic health of the city and to the well-being of its residents. The mixed skyline along the edges of Central Park is one of the park’s defining and most memorable features. The solution is not to landmark this skyline, but to find a way to ensure that the public has a voice when our skyline and open spaces are affected by new development and to require careful analysis to help inform the decision-making process… Based on the shadow studies MAS has produced, it is clear that the existing regulations do not sufficiently protect Central Park, nor do they provide a predictable framework for guiding development. Quite to the contrary, the existing regulations are producing buildings that have caught the public off- guard and have surprised regulators. A re-appraisal of the zoning around our key open spaces is needed to ensure that, as New York continues to develop, we are carefully considering the impacts of growth… Background Even a hundred years ago, New York City’s skyline was called, “the most stupendous unbelievable manmade spectacle since the hanging gardens of Babylon.” For over a century, the demand for land, advancing technology and intense ambition to create the tallest building in the world has transformed New York City’s skyline.
    [Show full text]
  • Subseries 2020B-1, Remarketing Circular
    REMARKETING BOOK‑ENTRY‑ONLY On April 1, 2021 (the Mandatory Tender Date), Metropolitan Transportation Authority (MTA) is effectuating a mandatory tender for the purchase and remarketing of the currently outstanding Transportation Revenue Refunding Bonds, Subseries 2020B-1 (the Subseries 2020B-1 Bonds). On the Mandatory Tender Date, (i) the Subseries 2020B-1 Bonds will be subject to mandatory tender at a purchase price equal to the principal amount thereof; (ii) MTA will convert the Subseries 2020B-1 Bonds from the Term Rate Mode to the Weekly Mode; (iii) MTA will obtain an irrevocable direct-pay letter of credit issued by PNC Bank, National Association to support the payment of principal of and interest on, and the payment of the Purchase Price of, the Subseries 2020B-1 Bonds; (iv) the terms and provisions of the Subseries 2020B-1 Bonds will be amended to reflect the terms and provisions described herein; and (v) the Subseries 2020B-1 Bonds will be remarketed at a price equal to the principal amount thereof. The Mandatory Tender Date is also an Interest Payment Date (as defined herein) for the Subseries 2020B-1 Bonds, and accrued interest to, but not including, the Mandatory Tender Date will be paid in accordance with customary procedures. See “REMARKETING PLAN” herein. For a discussion of certain federal and State income tax matters with respect to the Subseries 2020B-1 Bonds, see “TAX MATTERS” herein. $66,570,000 METROPOLITAN TRANSPORTATION AUTHORITY Transportation Revenue Variable Rate Refunding Bonds, Subseries 2020B‑1 Dated and accruing interest from: April 1, 2021 Due: November 15, 2046 The Subseries 2020B-1 Bonds — • are MTA’s special, not general, obligations, payable solely from the revenues of the transit and commuter systems and other sources pledged to bondholders as described in this remarketing circular, and • are not a debt of the State or The City of New York or any other local government unit.
    [Show full text]
  • Elevator Pressurization in Tall Buildings 2. Journal Paper Ctbuh
    ctbuh.org/papers Title: Elevator Pressurization in Tall Buildings Author: John H. Klote, Smoke and Fire Consulting Subjects: Fire & Safety Vertical Transportation Keywords: Fire Safety Vertical Transportation Publication Date: 2013 Original Publication: International Journal of High-Rise Buildings Volume 2 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 / John H. Klote International Journal of High-Rise Buildings International Journal of December 2013, Vol 2, No 4, 341-344 High-Rise Buildings www.ctbuh-korea.org/ijhrb/index.php Elevator Pressurization in Tall Buildings John H. Klote† Smoke and Fire Consulting, 19355 Cypress Ridge Terrace, Leesburg, VA 20176, USA Abstract During a building fire, smoke can flow through elevator shafts threatening life on floors remote from the fire. Many buildings have pressurized elevators intended to prevent such smoke flow. The computer program, CONTAM, can be used to analyze the performance of pressurization smoke control systems. The design of pressurized elevators can be challenging for the following reasons: (1) often the building envelope is not capable of effectively handling the large airflow resulting from elevator pressurization, (2) open elevator doors on the ground floor tend to increase the flow from the elevator shaft at the ground floor, and (3) open exterior doors on the ground floor can cause excessive pressure differences across the elevator shaft at the ground floor. To meet these challenges, the following systems have been developed: (1) exterior vent (EV) system, (2) floor exhaust (FE) system, and ground floor lobby (GFL) system.
    [Show full text]
  • Thompson Center, Thompson Center Name of Multiple Property Listing N/A (Enter "N/A" If Property Is Not Part of a Multiple Property Listing)
    NPS Form 10900 OMB No. 10240018 United States Department of the Interior National Park Service National Register of Historic Places Registration Form This form is for use in nominating or requesting determinations for individual properties and districts. See instructions in National Register Bulletin, How to Complete the National Register of Historic Places Registration Form. If any item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter only categories and subcategories from the instructions. Place additional certification comments, entries, and narrative items on continuation sheets if needed (NPS Form 10-900a). 1. Name of Property historic name State of Illinois Center other names/site number James R. Thompson Center, Thompson Center Name of Multiple Property Listing N/A (Enter "N/A" if property is not part of a multiple property listing) 2. Location street & number 100 West Randolph Street not for publication city or town Chicago vicinity state Illinois county Cook zip code 60601 3. State/Federal Agency Certification As the designated authority under the National Historic Preservation Act, as amended, I hereby certify that this nomination request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. In my opinion, the property meets does not meet the National Register Criteria. I recommend that this property be considered significant at the following level(s) of significance: national statewide local Applicable National Register Criteria: A B C D Signature of certifying official/Title: Deputy State Historic Preservation Officer Date Illinois Department of Natural Resources - SHPO State or Federal agency/bureau or Tribal Government In my opinion, the property meets does not meet the National Register criteria.
    [Show full text]