Space Efficiency in Multi-Use Tall Building
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333 North Michigan Buildi·N·G- 333 N
PRELIMINARY STAFF SUfv1MARY OF INFORMATION 333 North Michigan Buildi·n·g- 333 N. Michigan Avenue Submitted to the Conwnission on Chicago Landmarks in June 1986. Rec:ornmended to the City Council on April I, 1987. CITY OF CHICAGO Richard M. Daley, Mayor Department of Planning and Development J.F. Boyle, Jr., Commissioner 333 NORTH MICIDGAN BUILDING 333 N. Michigan Ave. (1928; Holabird & Roche/Holabird & Root) The 333 NORTH MICHIGAN BUILDING is one of the city's most outstanding Art Deco-style skyscrapers. It is one of four buildings surrounding the Michigan A venue Bridge that defines one of the city' s-and nation' s-finest urban spaces. The building's base is sheathed in polished granite, in shades of black and purple. Its upper stories, which are set back in dramatic fashion to correspond to the city's 1923 zoning ordinance, are clad in buff-colored limestone and dark terra cotta. The building's prominence is heightened by its unique site. Due to the jog of Michigan Avenue at the bridge, the building is visible the length of North Michigan Avenue, appearing to be located in the center of the street. ABOVE: The 333 North Michigan Building was one of the first skyscrapers to take advantage of the city's 1923 zoning ordinance, which encouraged the construction of buildings with setback towers. This photograph was taken from the cupola of the London Guarantee Building. COVER: A 1933 illustration, looking south on Michigan Avenue. At left: the 333 North Michigan Building; at right the Wrigley Building. 333 NORTH MICHIGAN BUILDING 333 North Michigan Avenue Architect: Holabird and Roche/Holabird and Root Date of Construction: 1928 0e- ~ 1QQ 2 00 Cft T Dramatically sited where Michigan Avenue crosses the Chicago River are four build ings that collectively illustrate the profound stylistic changes that occurred in American architecture during the decade of the 1920s. -
Social Media and Popular Places: the Case of Chicago Kheir Al-Kodmany†
International Journal of High-Rise Buildings International Journal of June 2019, Vol 8, No 2, 125-136 High-Rise Buildings https://doi.org/10.21022/IJHRB.2019.8.2.125 www.ctbuh-korea.org/ijhrb/index.php Social Media and Popular Places: The Case of Chicago Kheir Al-Kodmany† Department of Urban Planning and Policy, University of Illinois at Chicago, USA Abstract This paper offers new ways to learn about popular places in the city. Using locational data from Social Media platforms platforms, including Twitter, Facebook, and Instagram, along with participatory field visits and combining insights from architecture and urban design literature, this study reveals popular socio-spatial clusters in the City of Chicago. Locational data of photographs were visualized by using Geographic Information Systems and helped in producing heat maps that showed the spatial distribution of posted photographs. Geo-intensity of photographs illustrated areas that are most popularly visited in the city. The study’s results indicate that the city’s skyscrapers along open spaces are major elements of image formation. Findings also elucidate that Social Media plays an important role in promoting places; and thereby, sustaining a greater interest and stream of visitors. Consequently, planners should tap into public’s digital engagement in city places to improve tourism and economy. Keywords: Social media, Iconic socio-spatial clusters, Popular places, Skyscrapers 1. Introduction 1.1. Sustainability: A Theoretical Framework The concept of sustainability continues to be of para- mount importance to our cities (Godschalk & Rouse, 2015). Planners, architects, economists, environmentalists, and politicians continue to use the term in their conver- sations and writings. -
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. -
Lbbert Wayne Wamer a Thesis Presented to the Graduate
I AN ANALYSIS OF MULTIPLE USE BUILDING; by lbbert Wayne Wamer A Thesis Presented to the Graduate Committee of Lehigh University in Candidacy for the Degree of Master of Science in Civil Engineering Lehigh University 1982 TABLE OF CCNI'ENTS ABSI'RACI' 1 1. INTRODlCI'ICN 2 2. THE CGJCEPr OF A MULTI-USE BUILDING 3 3. HI8rORY AND GRami OF MULTI-USE BUIIDINCS 6 4. WHY MULTI-USE BUIIDINCS ARE PRACTICAL 11 4.1 CGVNI'GJN REJUVINATICN 11 4. 2 EN'ERGY SAVIN CS 11 4.3 CRIME PREVENTIOO 12 4. 4 VERI'ICAL CANYOO EFFECT 12 4. 5 OVEOCRO'IDING 13 5. DESHN CHARACTERisriCS OF MULTI-USE BUILDINCS 15 5 .1 srRlCI'URAL SYSI'EMS 15 5. 2 AOCHITECI'URAL CHARACTERisriCS 18 5. 3 ELEVATOR CHARACTERisriCS 19 6. PSYCHOI..OCICAL ASPECTS 21 7. CASE srUDIES 24 7 .1 JOHN HANCOCK CENTER 24 7 • 2 WATER TOiVER PlACE 25 7. 3 CITICORP CENTER 27 8. SUMMARY 29 9. GLOSSARY 31 10. TABLES 33 11. FIGJRES 41 12. REFERENCES 59 VITA 63 iii ACKNCMLEI)(}IIENTS The author would like to express his appreciation to Dr. Lynn S. Beedle for the supervision of this project and review of this manuscript. Research for this thesis was carried out at the Fritz Engineering Laboratory Library, Mart Science and Engineering Library, and Lindennan Library. The thesis is needed to partially fulfill degree requirenents in Civil Engineering. Dr. Lynn S. Beedle is the Director of Fritz Laboratory and Dr. David VanHom is the Chainnan of the Department of Civil Engineering. The author wishes to thank Betty Sumners, I:olores Rice, and Estella Brueningsen, who are staff menbers in Fritz Lab, for their help in locating infonnation and references. -
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 ............................................................................................................................................. -
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. -
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 -
Trabajo Fin De Grado UNIVERSIDAD POLITÉCNICA DE MADRID / ETSAM
Trabajo Fin de Grado UNIVERSIDAD POLITÉCNICA DE MADRID / ETSAM Evolución de los sistemas estructurales en edificios de altura Obras e innovaciones de SOM: El sistema tubular Alumno / Karim Khouyali Tutora / Paula Villanueva Llaurado Aula 8 TFG Coordinador / Luis Javier Sánchez Aparicio Adjunta / Inmaculada Mohíno Sanz Grado en Fundamentos de la Arquitectura Curso 2020-2021 Índice Resumen 2 Abstract 3 1. Metodología y objetivos 4 2. Estado de la Cuestión 6 2.1. Introducción 6 2.2. Aspectos generales de las estructuras verticales 8 2.3. Sistemas estructurales en edificios altos 10 2.4. Skidmore, Owings and Merrill 12 2.5. Fazlur Rahman Khan y el sistema tubular 16 3. Casos de estudio 22 3.1. Torre Willis 22 3.2. One World Trade Center 26 4. Comparativa de datos 32 4.1. Altura ocupada, arquitectónica y hasta la punta 32 4.2. Esbeltez del edificio 34 4.3. Precio de construcción superficie útil/total 35 4.4. Materiales 36 4.5. Ocupación 38 4.6. Resumen Comparativa de datos 43 5. Conclusiones 46 6. Referencias 48 6.1. Bibliografía 48 6.2. Fuente de las imágenes 50 7. Anexo planos 52 7.1. Torre Willis 52 7.2. One World Trade Center 56 1 Resumen Los edificios altos juegan un papel cada vez más importante en la arquitectura contemporánea. Estos, a partir de finales del siglo XIX, han ido evolucionando de edificios altos de oficinas de 40 metros de altura a torres superesbeltas de uso mixto de más de 500 metros. Los sistemas estructurales siempre han sido uno de los factores más importantes para el espectacular desarrollo de los edificios altos. -
Sustainable High-Rise Construction in Shanghai Civil Engineering July 2015
Sustainable High-rise Construction in Shanghai Case study – Shanghai Tower Gina Letízia Lau Thesis to obtain the Master of Science Degree in Civil Engineering Supervisor: Professor Manuel Guilherme Caras Altas Duarte Pinheiro Supervisor: Professor Manuel de Arriaga Brito Correia Guedes Examination Committee Chairperson: Professor Albano Luís Rebelo da Silva das Neves e Sousa Supervisor: Professor Manuel Guilherme Caras Altas Duarte Pinheiro Member of the Committee: Professor Vítor Faria e Sousa July 2015 In Memoriam “Godfather” Conny van Rietschoten Acknowledgements Firstly, THANK YOU to my parents and my grandparents for always encouraging me to do and to be better. Especially my extraordinary and lovely mom, for her dedication, for leading me to the right path, for accepting and supporting my decisions, always taught me to think positively and be strong, because “Life is not about waiting for the storm to pass…it's about learning how to dance in the rain!” And my grandparents for educating me during my childhood and believing me. Although they are in Shanghai, but they have always supported me when I needed. And to Tiotio, I would like to thank him for all the support I have received since I moved to Portugal. When I first came to Portugal, I did not understand a single word in Portuguese, with my family´s support and a lot of hard work I managed to overcome the language barrier. Secondly, I would like to express my deepest gratitude to my supervisors, Professor Manuel Duarte Pinheiro and Professor Manuel Correia Guedes, for their exemplary guidance, patience and information provided throughout the course of this work. -
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. -
High Rise Agreement by and Between Apartment
FOR ABOMA MEMBER USE ONLY Apartment Building Owners and Managers Association of Illinois HIGH RISE AGREEMENT BY AND BETWEEN APARTMENT BUILDING OWNERS AND MANAGERS ASSOCIATION OF ILLINOIS and SERVICE EMPLOYEES INTERNATIONAL UNION LOCAL 1 Residential Division for the period DECEMBER 1, 2014 THROUGH NOVEMBER 30, 2017 Covering Head Janitors and Other Employees as specified in Article II, Section 1(g) who are employed in ABOMA Member High Rise (Fireproof) Buildings who have authorized ABOMA to include them in this agreement. ABOMA Presidential Towers 625 West Madison Street Suite 1403 Chicago, Illinois 60661 Phone: (312) 902-2266 FAX: (312) 284-4577 E-mail: [email protected] Web site: aboma.com Apartment Building Owners and Managers Association of Illinois ABOMA SEIU LOCAL 1 JANITORIAL COLLECTIVE BARGAINING AGREEMENT OVERVIEW OF CHANGES EFFECTIVE DECEMBER 1, 2014 JANITORIAL EMPLOYEES—HIGH RISE BUILDINGS Pages I through III is an Overview of the changes in the terms, wages and benefits which become effective December 1, 2014 in the High Rise Agreement by and between ABOMA and Building Services Division of SEIU Local 1 for the period beginning December 1, 2014 through November 30, 2017 Covering Head Janitors and Other Employees as specified in Article II, Section 1(g) who are employed in ABOMA Member High Rise (Fireproof) Buildings who have authorized ABOMA to include them in this agreement. Please reference the full CBA to fully understand the language changes highlighted in the Overview-pages I through III This agreement does not cover non-member buildings or Member Buildings who have not authorized ABOMA to include them in the negotiations or the resulting contract. -
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.