0.0F TO E OCT 6 1966 BUILDINGS AS SYSTEMS SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREIENTS FOR THE DEGREE OF MASTER OF ARCHITECTURE AT THE MASSACHUSETTS A INSTITUTE OF TECHNOLOGY /) PAUL SUN B.A. TARKIO COLLEGE, MISSOURI 1957 B.ARCH. COLUMBIA UNIVERSITY 1963 LAWRENCE B. ANDERSON, HEAD DEPARTMENT OF ARCHITECTURE MASSACHUSETTS INSTITUTE OF TECHNOLOGY JUNE, 1966 1, MASSACHUSETTS JUNE INSTITUTE OF TECHNOLOGY 1966 LAWRENCE B. ANDERSON, DEAN SCHOOL OF ARCHITECTURE AND PLANNING MASSACHUSETTS INSTITUTE OF TECHNOLOGY DEAR DEAN ANDERSON : IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF 4ASTER IN ARCHITECTURE, I HEREBY SUBMIT THIS THESIS ENTITLED " BUILDINGS AS SYSTEMS " RESPECTFULLY, 'PAUL SUN 2 ABSTRACT THE AIM OF THIS THESIS IS TO DESIGN BUILDINGS AS SYSTEMS --- A SYSTEM OF GROWTH, A SYSTEM OF ADAPTABILITY, A SYSTEM OF STRUCTURE. A SYSTEM TO BE APPROACHED AS AN ORDERLY ORGANIZATION OF COMPONENTS INTERACT WITH EACH OTHER TO RECEIVE MAXIMUM UTILIZATION FROM EACH AND FROM THE WHOLE. A SYSTEM TO BE CREATED FOR BUILDINGS A NEW SCALE WITH EMPHASIS ON SPATIAL QUALITY AND INTERNAL LIFE. A BUILDING NEED NOT GROW OBSOLETE, THEY CAN GROW INTERNALLY AND EXTERNALLY FOR ANY CHANGES IN FUNCTION. -. 3 - ACKNOWLEDGEMENTS THESIS SUPERVISOR EDUARDO F. CATALANO STRUCTURE WARCKW ZEWLESKI MECHANICAL EQUIPMENT SIDNEY GREENLEAF 4 TABLE OF CONTENT TITLE PAGE ------------------------------------ LETTER OF SUBMISSION -------------------------- 2 3 --------------------- ABSRACT 1 ACKNOELEDGEMENTS- ------------------------------ 4 TABLE OF CONTENTS ----------------------------- 5 LIST OF ILLUSTRATION ------------------------ 6 INTRODUCTION 7 SPACE ---------------------------------- ----------------------------------------- 8 STRUCTURE ------------------------------------- 10 MECHANICAL EQUIPMENT CONSTRUCTION SEQUENCE ------------- 11 ------------------------ 12 ELECTRICAL, LIGHTING, ACCOUSTICAL AND PARTITION - 13 PRESENTATION DRAWINGS AND PHOTOGRAPH OF MODEL 5 LIST OF ILLUSTRATION 1. BUILDINGS AS SYSTEMS - EDGE CONDITION 2. SYSTEM OF GROWTH AND ADAPTABILITY - FOOTPRINT 3. SYSTEM OF SPATIAL FLEXIBILITY - SECTIONS 4. PLAN - STRUCTURAL MODULE, CORE, REFLECTED CEILING PLAN AND MECHANICAL DUCT SYSTEM 5. CONSTRUCTION SEQUENCE 6. STRUCTURAL SECTION I 7. STRUCTURAL SECTION II PHOTOGRAPH OF MODEL A. GIRDER B. BEAM I 0. BEAM II D. STRUCTURE I E. STRUCTURE II F. STRUCTURAL VOID I G. STRUCTURAL VOID II 6 INTRODUCTION TO DESIGN BUILDINGS WITH A SYSTEM OF GROWTH BOTH INTERNALLY AND EXTERNALLY. MUST ALSO PROVIDE FLEXIBILITY - PRESENT AND FUTURE. TO ESTABLISH A FOOTPRINT OF STRUCTURAL AND MAIN MECHANICAL CORE OR BRANCHES AS PERMANENT ELEMENTS OF THE SYSTEM, WHILE ACHIEVE FLEXIBILITY FOR SECONDARY STRUCTURAL AND MECHANICAL COMPONENTS THAT CAN CHANGE OR BE REMOVED PRESERVING THE FUNCTION OF THE SYSTEM. 7 SPACE THE SPACE-FLEXIBILITY SYSTEM PROVIDES FOR MAXIMUM INTERNAL FLEXIBILITY BY MOVING MODULAR PARTITION SPACINGS. AN ORDER OR CONTROL OF THE PARTITION ACCOMPLISHED BY ESTABLISHENG A GRED UPON WHICH TO BUILD PARTITIONS. ALL SPACE WILL THEN GROW IN INCREMENTS OF THE BASIC UNIT OF THE GRID : THE MODULE. A MODULE OF 4'X 8' WAS SELECTED ON THE FOLLOWING PREMISES : 1. SMALLEST DESIRABLE WIDTH FOR CORRIDOR CIRCULATION 8' 2. BASIC INDIVIDUAL SPACE 8'X 12' 5. FLEXIBLE SPACING FOR LIGHT-DIFFUSER UNITS. 4. 32'X32' BAY A MULTIPLE OF THE MODULE IS DESIGNED FOR THE CORE AND A GOOD PARKING BAY SPACING. 5. 64'X64' A MULTIPLE OF THE MODULE PROVIDES MAXIMUM FLEXIBILITY IN SIZE OF SPACES AND SIZE OF VOIDS. TO ESTABLISH THE UNIFORM DEPTH OF EXPOSED BEAM AND GIRDER TO FORM A LOGICAL AND SOUND CONSTRUCTION TERMINATION FOR PARTITION. THE CORES ARE DESIGNED TO BE MULTIPLES OF THE ESTABLISHED STRUCTURAL BAY. THERE ARE TWO TYPES OF CORE, STAIR, ELEVATORS, ONE HOUSES SERVICE CLOSETS AND MECHANICAL DUCT 8 SPACE AND THE OTHER HOUSES STAIRS, DUCT SPACE. TOILETS AND MECHANICAL THIS DUAL CORE SYSTEM ACHIEVES LARGER FLOOR AREA UNDER EGRESS CODE RESTRICTION AND DIVIDES MECHANICAL MAIN DISTRIBUTION TO REDUCE DUCT SIZE IN TURN REDUCES STRUCTURAL OPENNINGS. THE CORES THEN BECOME PART OF THE SYSTEM AND DO NOT INTERRUPT THE INTEGRITY OF THE STRUCTURAL SYSTEM. THE DUAL CORE DESIGN ALSO PROVIDES FLEXIBILITY IN SYSTEM OF GROWTH IN SMALLER INCREMENTS. THE POSITIONING OF THE CORES ESTABLISHES THE MAJOR HORIZONTAL CIRCULATION PATTERN, MAJOR MECHANICAL DISTRIBUTION CHANNEL AND BUILDING CODE REQUIREMENTS. PAIRED RECTANGLE COLUMNS LOCATED AT THE SAME DIRECTION OF THE MAJOR GIRDER EMPHASIS THE ONE WAY SYSTEM, THE MASS OF THE COLUMN. IT ALSO REDUCED THE OPENNING AT COLUMNS ALSO EMPHASIS THE LOCATION OF MIXING BOXES AND THE SECONDARY CHANNEL FOR MECHANICAL DUCTS, IT IS POSSIBLE TO INDICATES THE DIRECTION OF CORRIDOR AND POINT OF ENTRANCE OR EXITS. 9 STRUCTURE ONE-WAY SYSTEM WITH A MODULE OF 4'X8'. GIRDERS : 12" X 36" REINFORCED CONCRETE, SPAN 32' NO OPENNINGS. BEAM I : 6" X 36" PRECAST CONCRETE, SPAN 32' WITH 12" X 48" OPENNINGS CARRYING MAJOR MECHANICAL SUPPLY AND RETURN DUCTS. BEAM II ; 6" X 36" PRECAST CONCRETE, SPAN 64' WITH 12" X 24" OPENNINGS CARRYING LOCAL DISTRIBUTION DUCTS. COLUMNS : 12" X 42" REINFORCED CONCRETE POURED, IN PAIR SBACED WITH A NOMINAL DIMENSION OF ONE MODULE. PROVIDED OPENNINGS BETWEEN COLUMNS FOR SECONDARY MECHANICAL DISTRIBUTION CHANNEL. TYPICAL FLOOR TO FLOOR HEIGHT : 14'-o" 10 MECHANICAL EQUIPMENT DUAL DUCT HIGH VELOCITY MAIN SUPPLY AT THE CORE. ALL UTILITY-SERVICE LINES ARE TERMINATED IN A SUBBASEMENT AND EXTEND TO THE ROOF OFFERING VERTICAL EXHAUST. THE COOLING TOWERS ARE LOCATED ON THE TOP OF EACH CORE. THE BOILERS, FAN ROOMS AND REFRIGERATION EQUIPMENT ARE LOCATED IN A SUB-BASEMENT MECHANICAL ROOM. THE PRIMARY HORIZONTAL AIR SUPPLY AND RETURN IS LOW VELOCITY AND LOCATED IN THE STRUCTURAL CAVITY ABOVE. MIXING BOXES ARE LOCATED AT EACH COLUMN SPACING OF 321 AND THE OPENNING FOR SECONDARY SUPPLY AND RETURN CHANNEL. ALL HORIZONTAL LINES, PARTITIONS, SO AS NOT TO INTERFERE WITH THE WILL BE HOUSED WITHIN THE STRUCTURAL DEPTH. DUCT RUN THROUGH OPENNINGS AT BEAMS ONLY, NO OPENNINGS AT GIRDERS. EACH MODULE HAS A DIFFUSER-LIGHTING UNIT. EACH OTHER MODULE HOUSES A SUPPLY DIFFUSER AND EACH ADJACENT MODULE A RETURN DIFFUSER. PROVIDE PLUG-IN CONNECTION OF SUPPLY OR RETURN DIFFUSER FOR SPACE REQUIREMINTS. THE PERIMETER ZONE AIR IS RE-HEATED OR RE-COOLED WITH FAN COIL UNITS. 11 CONSTRUCTION SEQUENCE POUR CONCRETE FOUNDATION POUR IN PLACE CONCRETE COLUMNS PLACING PRE-CAST GIRDER WELDING CONNECTION AT COLU4N AND GIRDER WITH PRE- SET STEEL PLATE CONNECTION. PLACING PRE-CAST BEAM1S PLACING PRE-CAST CONCRETE DIAPHRAM AND LOCKED IN PLACE. PLACEING CONCRETE SLABS PLACE UNDER FLOOR ELECTRICAL DUCT POUR CONCRETE TOPPING OR ROOFING FINISH FLOORING OR ROOFING PLACING MECHANICAL DUCT THROUGH STRUCTURAL CAVITY PLUG - IN LIGHTING-DIFFUSER UNITS PLACING ACOUSTICAL PANEL 12 ELECTRICAL UNDER FLOOR DISTRIBUTION SYSTEM. SINGLE -LEVEL DUCT 1 7/16" x 6 5/8" RECESSED STAINLESS STEEL JUNCTION BOX COVER AND TRIM RING FLUSH FLOOR OUTLETS. LIGHTING LIGHTING AND DIFFUSERS COMBINE. PLUG IN CONNECTIONS. SPACING AT EACH STRUCTURAL MODULE. PARTITIONS 4' X 8' REMOVABLE PARTITION PANNEL WITH BUILT-IN INSULATION. ACCOUSTICAL MODULAR ACCOUSTICAL PANNELS PLACEED AT EACH STRUCTURAL OPENNINGS AND AT SIDE OF PRE-CAST CONCRETE BEAMS. NO CEILING ACCOUSTIC PANEL. 13 K.. 'N N, Ir 4 1~ ItN 77 'I, Ii / ./, II I I 97 7/f A'~I -7 1 / 9 7/ ~ 9 ~14~j ~j~I E.. LLJ z *- -!TT TtT I--- I! i-L 4i d ! 1 1! 77477. . . h .. rn 47+ 1i 1 T,I1! 1 J 77I.[ ; I 11 , 1 'Ll I 7V9 HA-1-- Ii . +++. +----uuhzt -: IIr1t94~1I - T 1 11 t HIL -I.iLj Ll ~IJiLi III Jul .. qwl41 11 I I I , , U 61 , h! ,'-,"11111 I]]:::' H .1. I I . i ii iF TIT,I: I T, R!i?I ! 1 11111UF IW 11[7 1 WY: 1 _________ --------- ::: -- - I --- - I I !7- At .-.. , Ii t 4 ""-c, - Trrlr-l r ~-r~ 1, ii -4411 i i--4 i - - !j - 71!1 1 "-I - PAZ 1:1'. J771 97< yr 1 2 +L+- >7T'J U I I !; 11ri I ij MiT t - + + +TrtT.I1..7..........; P5+ A .7-, rti7wwi i L i .. ............ ,..7 ................. tt, I~ 1 +t - ... ... .. .. .. .. .. ... .. .. .. .. .. . .. E-rt {:-:: t++ 4. I . |ET| ---.. . - .. 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