AN INDUSTRIALIZED HOUSING SYSTEM By: Shyng Miin Chen Master of Science in Architecture, Cheng Kung University, Taiwan (1973) Bachelor of Science in Architecture , Cheng Kung Univ., Taiwan (1970) Submitted in Partial Fulfillment of the Requirements for the Degree of MASTER OF ARCHITECTURE, ADVANCED STUDIES At the MASSACHUSETTS INSTITUTE OF TECHNOLOGY May 9, 1975 Author. ............. .......................... a Department of rchikecture Certified by........ . .. ............... ... Thess~ior Accepted by... Chairman, Dep rtment Committee o -Traduate Students R~otci *OS. INST. WZ4 JUN 12 1975 81R AR1 IE May 9, 1975 Dean William Porter School of Architecture and Planning Massachusetts Institute of Technology Dear Dean Porter: In partial fulfillment of the requirements for the degree of Master of Architecture, Advanced Studies, I hereby submit this thesis entitled: An Industrialized Housing System Respectfully, Shyng Miin Chen ACKNOWLEDGEMENTS The author gratefully acknowledges the following people who assisted in the development of this thesis: Eduardo Catalano, Thesis Advisor Professor of Architecture Department of Architecture, MIT Waclaw P. Zalewski Professor of Structures Department of Architecture, MIT TABLE OF CONTENTS Title Page Letter of Submittal Acknowledgements Table of Contents Abstract Objectives Basic Constraints Description of the System TYPICAL MODULAR UNIT DWELLING UNIT PLANS ELEVATION, SECTION AND FLOOR PLANS CONSTRUCTION DETAILS BIBLIOGRAPHY 03 ABSTRACT AN INDUSTRIALIZED HOUSING SYSTEM By: Shyng Miin Chen Submitted to the Department of Architecture on May 9, 1975, in partial fulfillment of the requirements for the degree of Master of Architecture, Advanced Studies. The intention of this thesis is to develop a modular housing system employing steel as structural materials. The modules in various lengths are produced in the factory with the capability of being assembled into different configurations to provide greater flexibility of space planning for low-cost housing. The design proposal demonstrates how the system works, suggest some dwelling unit plans and building types which are applicable to this system, and also illustrates some technical details which make this system possible. 04 OBJECTIVES: To develop a modular system to produce low-cost housing which has the following capabilities: 1) To provide a wide range of dwelling units that accommodate different life styles of, and that are affordable by low income and medium income people. 2) To provide housing for urban and suburban situations. 3) To provide housing for medium-rise (up to 9 stories) and low-rise configurations. 4) To provide greater flexibility of physical integration with the existing city fabric. BASIC CONSTRAINTS: 1) Maximum unit size under existing highway regulations and street conditions: 13'-0" maximum shipping width. 05 13'-6" maximum shipping height from ground. 60'-0" maximum shipping length. 2) Code Requirements: All modules and buildings were designed to comply with the requirements of the BOCA Basic Building Code. The following fire resistance ratings specified in this code were assumed to be met in all boxes which were designed as Noncombustible Construction Type 2B: Exterior Walls 3/4 hr. Exitway Access Hallways & Walls between Apartments 3/4 hr. Other Non-bearing Partitions Non-combustible Floor-ceiling Assembly including beams 3/4 hr. Roof Construction including beams 3/4 hr. Columns 3/4 hr. The areas and heights of all buildings between exterior walls or between exterior walls and fire walls are also governed by the code. For Type 2B residential buildings, the maximum building height is generally restricted to 4 stories. But when such buildings are separated not less than 50 feet from any other building on the lot and from interior lot lines, and the first floor is not less than one and one half hours fireresistive construction, the total building height may be increased to nine stories or one hundred feet in height. In such cases, the floor area shall be reduced depending on the number of stories as specified below: No. of Stories 9 8 7 6 5 4 3 2 1 Limits of Floor Areas 4,500 SF 6,000 SF 7,500-SF 9,000 SF 10,500 SF 12,000 SF 12,000 SF 15,000 SF 15,000 SF DESCRIPTION OF THE SYSTEM: Basic Modular Units: The basic elements of this system are those modular units of three dimensions which are to be assembled in the factory and then be shipped to the site for erection. They are in the same width and height but allow various lengths to provide greater flexibility for space planning. The box is typically formed by a ceiling panel, a floor panel and several columns for structural purposes and shall be properly protected and temporily braced during transport. Dwelling units are made up by one or more modules in various ways, while boxes are connected parallel or perpendicular to each other. Building Types: Different building types including towers, slab-types, walk-up buildings and row houses are applicable to this system, if they are not higher than 9 stories and their floor areas are within the limits of the code requirements. Erection: The modules are assembled one by one lifted by readily-available cranes and welded to the tubings which are positioned just before boxes are placed ( refer to the diagram of construction sequence). Tubings varying in gauge for different location are fabricated in two-story lengths, except those stacked on the first floor and on the top floor. The joints between any two tubings always occur 3' above the roof level of the lower box so as not to complicate the connections between tubings and modules (see detail drawings). Bracing can be done between tubings when necessary. Mechanical System: A hot water radiation system is provided for low-income housing. For medium-income groups, a fan-coil system is recommended. Final utility connections are made either before assembling the adjacent box or by removing the removable wall panel. 09 TYPICAL MODULAR UNIT 10 COMPLETED MODULAR UNIT 0 x 4 t- FLOOR FRAMING 3/16"= I'-O" CEILING FRAMING 13 I I rj'A .TVI @1m -- i @1 14 EIGHT BOX TYPES FOR MULTI-STORY BUILDINGS IN VARIOUS LENGTH AND WITH DIFFERENT COLUMN SECTIONS 3/32"= 1'-" 1~L SIX BOX TYPES FOR ROW-HOUSE-TYPE APARTMENTS 3/32"=1-O" 15 DWELLING UNIT PLANS 1/81=1'-o*" 16 TYPE Ea APARTMENT PLANS TYPE Eb TYPE Ec EFFICIENCY UNITS 17 TYPE Ed TYPE Aa APARTMENT PLANS 1-BR UNIT & EFFICIENCY 18 -r TYPE Ab APARTMENT PLANS TYPE Ac 1-BR UNITS 19 (MiL 0 ( 000 TYPE Ae TYPE Ad APT PLANS 1-BR UNITS 20 TYPE Ba 2-BR UNITS TYPE Bb 21 TYPE Ca 3-BR UNIT 22 0 ClD GlD GD /I oE - Do 1111Ki iF-I TYPE Cb 3-BR UNIT 23 TYPE Cc 3-BR UNIT TYPE Da 4-BR UNIT 25 TYPE Ag TYPE Af ROW HOUSES 1-BR UNITS 26 TYPE Bc LOWER LEVEL 2-BR UNIT TYPE Bc UPPER LEVEL GD 0 00 00 00 [L] L ~ 7] K] () TYPET 2-BR UNIT 28 TYPE Cd LOWER LEVEL UPPER LEVEL 3-BR UNIT 29 Th CD oc 3D E] 00 001 ] 1 D -n 0F v-a I L- -~ 0 ~-~i TYPE Ce 3-BR UNIT 30 ETION &FLOOR PLANS 1/25=1'-O' 31 I. ~rLI1I1 -i -li I) CORE PLANS -I k TOWERS FOR 1/8% 1'-O" 32 -7 F-- L{ F Rn J-I:]: Wi j Imluimluimluim 3mI.imiinlulmi ii CORE PLANS OR TrOWERS ______________ 1/8'v 1'-0" 33 TOWERS L |Da 34 FVn~ ~FFF 7ICz, r-aden - -m LL f= TOWERS r.. ... ~ Lul---I rn _ 7uE 35 -4q m CA TOWERS Ba Aa Ba TOWERS jAa I L4IjIe -38 1/25"=1'-O3 TOWERS |Ba |Aa Ba 3 TOWERS 40 SLAB TYPE 41 IAC c Ac Ac Ac Ea Ea Ea Ea EA Ac; Ba SLAB TYPE 42 SLAB TYPE 44 WALK-UP 45 ~:i~rni_ I I _____ I~L~ I~ ___I I ~Lz~LW I~ ~----~ I ~, -~ ~- T-----= WALK- UP 46 47 I WALK-UP 48 WALK-UP 49 GENERAL ELEVATION 50 GENERAL SECTION 51 ROW HOUSES CLUSTERED IN VARIOUS WAYS 52 CONSTRUCTION DETAILS 53 C I CIRCLED LETTERS INDICATE BOX TYPES CONBINATION OF BOXES PLANS OF COLUMNS 1"=1'o- DETAIL AT JUNCTION OF FOUR MODULAR UNITS 55 - - b - - 19-2 9-STORY 8 ST 7 ST 6 ST 5 ST 4 ST STACKING DIAGRAM OF TUBINGSNOT 1-l_6'-30 - Ii 3 ST TO SCALE TUBING TYPES DrIh~IF~ X61 IN m H n7F7 ii -------------a- a FI4ZI z D SCHEME A CONSTRUCTION SEQUENCE SCHEME B n rr ROOFING TUBING CARPET UNDERLAYMENT 3 / 4" PLYWOOD 8[11.5 - __ ____ - 10C15.3 6E13.0 INSULATING BLANKET 1/2" GYPSUM PANEL SECTION OF WALL AT COLUMNS 3/4"=1'-O" 58 BUILT-UP ROOFING VAPOR SEAL 3/4! PLYWOOD METAL RUNNER METAL STUD INSULATING BLANKET __STEEL ANGLE STEEL CHANNEL -TUBING -FURRING CHANNEL SECTION OF WALL 4-o 34" 59 WALL BEYOND FILL-IN PANEL CARPET UNDERLAYMENT PLYWOOD SUBFLOOR WOOD STRIP -_ ----- _METAL STUD METAL TRACK -- - -GYPSUM - SECTION& PLAN AT OPENING - - PANEL CAUCK WOOD BETWEEN TWO MODULAR UNITS 60 COVER PLATE GRAVEL STOP BUILT-UP ROOFING HEAD SILL INSULATION ALUMINUM SKIN DISCHARGE GRILLE FOR AIR INTAKE VATER SUPPLY PIPE RETURN PIPE ---- GASKET FOUNDATION WALL 3/4 *= .o- Q SECTION AT FACADE BIBLIOGRAPHY 1. Carreio, Joseph, The New Building Block, Research Report No. 8, Center for Housing and Environmental Studies, Ithaca: Cornell University, 1968. 2. Hersey, Anthony and Litle, William A., Industrialized Housing Feasibility Study, Cambridge, Mass.: MIT Press, 1971. 3. MIT 1971 Department of Architecture Master's Class, Housing Systems: Seven Studies of Factory Produced Steel and Concrete Modular Units. 4. U. S. Department of Housing and Urban Development, In-Cities Experimental Housing Research and Development Project: Phase I Composite Report, Vol. III-Technology, Washington, D.C.: U. S. Department of Commerce, 1969. 5. Dietz, Albert G.H. ed., Industrialized Building Systems for Housing, Cambridge, Mass.: MIT Press, 1971. 6. U. S. Department of Housing and Urban Development, Housing Systems Proposals for Operation Breakthrough, Washington, D.C.: U. S. Govt. Printing Office, 1970.