Tempe Campus | Integration

Page 1

TEMPE CAMPUS | INTEGRATION ADE 522 & ATE 556 | SPRING 2021 PROFESSORS : MARLENE IMIRZIAN, THOMAS HARTMAN & JASON YEOM EDGAR DURAN D’GYVES


ADE 522 | TABLE OF CONTENTS SITE INTRODUCTION.............................................. SITE ANALYSIS....................................................... SITE CONNECTIVITY............................................... PROGR AM......................................................... CODE & OCCUPANCY.............................................. FLOOR PLANS........................................................ EGRESS............................................................. HVAC................................................................. STRUCTURAL..................................................... SUN PATH ANALYSIS ......................................... PANELING & ELEVATIONS ..................................... SECTIONS.......................................................... ENVELOPE......................................................... VIEWS................................................................

03 - 04 05 - 06 07 - 08 09 - 10 11 - 12 13 - 16 17 - 18 19 - 20 21 - 22 23 - 24 25 - 26 27 - 28 29 - 30 31 - 34


ATE 556 | TABLE OF CONTENTS CHAPTER INTRODUCTION....................................... CODE & OCCUPANCY............................................... ENERGY ANALYSIS.................................................. STRUCTURAL......................................................... EG R ES S....................................................... HVAC................................................................. ENVELOPE............................................................. SECTIONS.......................................................

35 37 39 41 43 45 47 49

-

36 38 40 42 44 46 48 52


ADE 522 | SPRING 2021

SITE | 03

SITE

SITE INTRODUCTION


ADE 522 | SPRING 2021

SITE DESCRIPTION | 04

THE SITE CAN BE DESCRIBED AS A HUB FOR THE ARIZONA STATE UNIVERSITY CAMPUS IN TEMPE. THE CURRENT SITE IS WILSON HALL, A BULDING THAT WAS BUILT IN 1956 TO ORIGINALLY BE A RESIDENCE HALL. AT THE MOMENT THE BUILDING IS MORE ACADEMIC AND ADMINISTRATIVE FOR THE LIBERAL ARTS AND SCIENCE DEPARTMENTS OF ASU. DUE TO ITS LACK OF APPEAL, THIS IS A BUILDING THAT DOES NOT GET MUCH STUDENT INTERACTION AND IT’S NOT VERY POPULAR. THAT IS WHY THIS SPECIFIC LOCATION SERVES AS THE PERFECT OPPORTUNITY FOR SOMETHING BETTER AND MORE APPROPRIATE FOR ASU.


ADE 522 | SPRING 2021

SITE ANALYSIS | 05

HAYDEN LAWN

HAYDEN LAWN

SITE

COOR HALL

PATHWAYS

SITE

COOR HALL

IMPORTANT VIEWS

GREEN AREAS

WEST HALL

DIXIE GAMMAGE

WEST HALL

DIXIE GAMMAGE

HAYDEN LIBRARY

HAYDEN LIBRARY

PAYNE HALL

PAYNE HALL

HAYDEN LIBRARY

ARROWS TOWARDS VIEWS

HAYDEN LIBRARY FOREST MALL

FOREST MALL

DANFORD CHAPEL

DANFORD CHAPEL

MEMORIAL UNION

MEMORIAL UNION

ORANGE MALL

ORANGE MALL

MARY-LOU FULTON TEACHER’S COLLEGE

MARY-LOU FULTON TEACHER’S COLLEGE

MOEUR

MOEUR

INTERDISCIPLINARY

INTERDISCIPLINARY

SURROUNDING PATHWAYS

SITE ANALYSIS

VIEWS


ADE 522 | SPRING 2021

SITE ANALYSIS | 06

HAYDEN LAWN

HAYDEN LAWN

SITE

COOR HALL

SUN PATH

SITE

COOR HALL

EDUCATIONAL RESOURCES

GREEN AREAS

CULTURAL

WEST HALL

DIXIE GAMMAGE

HAYDEN LIBRARY

PAYNE HALL

WEST HALL

DIXIE GAMMAGE

HAYDEN LIBRARY

HAYDEN LIBRARY

PAYNE HALL

FOREST MALL

HAYDEN LIBRARY

EDUCATIONAL

GREEN SPACES

FOREST MALL DANFORD CHAPEL

DANFORD CHAPEL MEMORIAL UNION

MEMORIAL UNION

ORANGE MALL

ORANGE MALL

MARY-LOU FULTON TEACHER’S COLLEGE

MARY-LOU FULTON TEACHER’S COLLEGE MOEUR

MOEUR INTERDISCIPLINARY

INTERDISCIPLINARY

SUN PATHWAYS

SURROUNDING DISCIPLINES


ADE 522 | SPRING 2021

SITE CONNECTIVITY | 07

HAYDEN LAWN

SITE

COOR HALL

IMPORTANT VIEWS

DIXIE GAMMAGE

HIGH ACTIVITY AREAS

WEST HALL HAYDEN LIBRARY

PAYNE HALL

HAYDEN LIBRARY

FOREST

GREEN AREAS

MALL CONNECTORS

SITE CONNECTIVITY

MALL DANFORD CHAPEL

MEMORIAL UNION ORANGE

MALL

MARY-LOU FULTON TEACHER’S COLLEGE MOEUR INTERDISCIPLINARY

SITE CONNECTIVITY


ADE 522 | SPRING 2021

SITE PLAN | 08

HAYDEN LAWN

COOR HALL

WEST HALL

DIXIE GAMMAGE

HAYDEN LIBRARY PAYNE HALL

HAYDEN LIBRARY

FOREST

MALL

DANFORD CHAPEL

MEMORIAL UNION

MARY-LOU FULTON TEACHER’S COLLEGE

ORANGE

MALL

MOEUR INTERDISCIPLINARY

SITE PLAN


ADE 522 | SPRING 2021

PROGRAM | 09

FIRST FLOOR

ACADEMIC DEPARTMENT

UNIVERSITY CLASSROOMS

STUDENT SUPPORT DEPARTMENT

SUPPORT & SERVICE

FREE PROGRAMMABLE SPACE

28,500 SQFT.

PROGRAM

13,500 SQFT.

8,300 SQFT.

25,000 SQFT.


ADE 522 | SPRING 2021

SECOND FLOOR

PROGRAM | 10

THIRD FLOOR


ADE 522 | SPRING 2021

CODE & OCCUPANCY | 11

THE PROJECT IS LOCATED ON THE TEMPE CAMPUS. THE PROJECT DIRECTLY FALLS UNDER OCCUPANCY B (BUSINESS/OFFICE BUILDING CONSIDERING IT IS A UNIVERSITY BUILDING, AND ALSO ASSEMBLY. THE BUILDING HAS 3 STORIES WITH A HEIGHT THAT FALLS BETWEEN 45’-55’ FEET TALL. IT IS APPROXIMATELY 85,00 SQFT. FOLLOWING AND DOES NOT EXCEED THE REQUIREMENTS OF THE ZONE. B - BUSINESS OCCUPANCY: THE PROJECT FOLLOWS THE IBC INCLUDING OFFICES & EDUCATIONAL UNIVERSITY PROGRAMS. A - ASSEMBLY: THE BUILDING HAS SPACES OVER 50 PEOPLE CLASSIFIED AS ASSEMBLY FACILITIES. THESE SPACES ARE CLASSROOMS OF 50+ PEOPLE AND LARGE CONFERENCE ROOMS. A SPRINKLER SYSTEM IS REQUIRED IN THE BUILDING. TYPE 1-A: UNLIMITED HEIGHT AND AREA UNDER. TYPE 1-B: HEIGHT LIMITED TO 180’ AREA UNLIMITED. THE BUILDING FALLS UNDER TYPE II CONSTRUCTION (1-HOUR OR UNPROTECRED) TYPE II-A: HEIGHT LIMITED TO 85 FEET, AREA LIMITED TO 337,500 SF. TYPE II-B: HEIGHT LIMITED TO 75’ FEET, AREA LIMITED TO 207,000 SF.

OCCUPANT LOAD Function of Space Business Assembly no fixed seats Per assembly no fixed seats

SF/seats 13,800 sf 5,000 sf

SF/occ 100 15

Total occupants

occupants 140 330

OCCUPANT LOAD Function of Space Business Assembly no fixed seats Per assembly no fixed seats

470

Total occupants

PLUMBING FIXTURE REQUIRED take total occupants, divide by 2; half men, half women; for 470 occupants there would be 235 men, 235 women

Business

Assembly no fixed seats

TOTALS

WC M 1/25 up to 50 2

WC F same 1

1/50 after 50 100-50=50 50/50=1 1

same

1 per 125 100/125; 1 1

1 per 65 100/65;2 1

1per 200

4

3

4

1

CODE & OCCUPANCY

THIRD FLOOR OCCUPANCY – TOILET FIXTURE ANALYSIS

SECOND FLOOR OCCUPANCY – TOILET FIXTURE ANALYSIS

FIRST FLOOR OCCUPANCY – TOILET FIXTURE ANALYSIS

LAV M 1/40 up to 80 2 1/80 rest 100-80=20 20/80; less than 1 1

1

LAV F same 1

Business

1 Assembly no fixed seats

1

3

SF/occ 100 15

occupants 270 420

OCCUPANT LOAD Function of Space Business Assembly no fixed seats Per assembly no fixed seats

470

Total occupants

PLUMBING FIXTURE REQUIRED take total occupants, divide by 2; half men, half women; for 470 occupants there would be 235 men, 235 women

same

same 100/200

SF/seats 27,200 sf 6,300 sf

TOTALS

WC M 1/25 up to 50 3

WC F same 2

1/50 after 50 100-50=50 50/50=1 1

same

1 per 125 100/125; 1 1

1 per 65 100/65;2 1

1per 200

5

4

5

1

LAV M 1/40 up to 80 3 1/80 rest 100-80=20 20/80; less than 1 1

1

LAV F same 2

Business

1 Assembly no fixed seats

1

4

SF/occ 100 15

occupants 270 420

470

PLUMBING FIXTURE REQUIRED take total occupants, divide by 2; half men, half women; for 470 occupants there would be 235 men, 235 women

same

same 100/200

SF/seats 27,200 sf 6,300 sf

TOTALS

WC M 1/25 up to 50 3

WC F same 2

1/50 after 50 100-50=50 50/50=1 1

same

1 per 125 100/125; 1 1

1 per 65 100/65;2 1

1per 200

5

4

5

1

LAV M 1/40 up to 80 3 1/80 rest 100-80=20 20/80; less than 1 1

1

LAV F same 2 same

1 same

100/200

1

4


ADE 522 | SPRING 2021

INSPIRATION | 12

PROGRAM INSPIRATION


ADE 522 | SPRING 2021

FLOORPLAN | 13

01 | LOBBY WEST 02 | DRY RESEARCH LAB 03 | LOUNGE/ STUDY 04 | LOBBY EAST 05 | CONFERENCE RM 06 | PRIVATE OFFICE 07 | STORAGE

06

06

06

05

02

06

06

06 05

07 07

01

04

02 03 03

FLOOR PLAN | 1ST FLOOR

03


ADE 522 | SPRING 2021

FLOORPLAN | 14

01 | LOBBY WEST 02 | DRY RESEARCH LAB 03 | LOUNGE/ STUDY 04 | LOBBY EAST 05 | CONFERENCE RM 06 | PRIVATE OFFICE 07 | STORAGE 08 | LARGE CLASSROOM 09 | SMALL CLASSROOM 10 | GROUP TESTING 11 | INDIVIDUAL TESTING 12 | MECHANICAL ROOM 13 | EXT. STUDY AREA

13

08

08

09

09

09

05

07 07 13

03

09

10

12

09

09

09

11

09

11

11

11

11

11

11

11

11

11

11

13

05 12

05

05

FLOOR PLAN | 2ND FLOOR


ADE 522 | SPRING 2021

FLOORPLAN | 15

06

06 06

06 06

06 06

06

01 | LOBBY WEST 02 | DRY RESEARCH LAB 03 | LOUNGE/ STUDY 04 | LOBBY EAST 05 | CONFERENCE RM 06 | PRIVATE OFFICE 07 | STORAGE 08 | LARGE CLASSROOM 09 | SMALL CLASSROOM 10 | GROUP TESTING 11 | INDIVIDUAL TESTING 12 | MECHANICAL ROOM 13 | EXT. STUDY AREA 14 | OPEN WORK STATION

06

06 06

13

14

14

06

06

06 06

06

06

06

05

05

05

14

06 07 07

06 14

06

06

03

06

06

06

06

13

06

03

12

05

06

06

06 06

03

06 06

06 06

06

06

06

06

06

06

06

06

06

06

06

06

06

06

06 06

06

06

06 13 06

FLOOR PLAN | 3RD FLOOR

06

06 06

12


ADE 522 | SPRING 2021

HVAC FLOORPLAN SYSTEM| 16 |#


ADE 522 | SPRING 2021

EGRESS | 17

FIRST FLOOR

SECOND FLOOR

EGRESS

EGRESS


ADE 522 | SPRING 2021

EGRESS | 18

THIRD FLOOR

STAIRS WERE PLACED FOLLOWING THE PEDESTRIAN FLOW TO HAVE THE MAXIMUM TRAVEL DISTANCE FOR A PEDESTRIAN TO HAVE 4 EXIT CHOICES. THE MAXIMUM TRAVEL DISTANCE BETWEEN THE FURTHEST POINT AND A POINT OF EGRESS IS 75’ WHICH IS LESS THAN 300’ , THE MAXIMUM TRAVEL DISTANCE REQUIRED.


ADE 522 | SPRING 2021

HVAC SYSTEM | 19

FIRST FLOOR

SECOND FLOOR

MECHANICAL

SUPPLY

RETURN

SUPPLY

HVAC | VAV

RETURN


ADE 522 | SPRING 2021

HVAC SYSTEM | 20

THIRD FLOOR

FOR THE HVAC SYSTEM OPTIONS THE PROJECT IS USING THE VAV (VARIABLE AIR VOLUME SYSTEM). FOR THE TYPE OF BUILDING THIS IS USUALLY THE MOST EFFICIENT AND ALSO THE MOST ECONOMICAL.


ADE 522 | SPRING 2021

STRUCTURAL | 21

FIRST FLOOR

SECOND FLOOR

COLUMNS

STRUCTURAL | STEEL FRAME

STRUCTURAL GRID

BEAMS


ADE 522 | SPRING 2021

STRUCTURAL | 22

THIRD FLOOR

STEEL FRAME - SPAN LIMITATIONS

STEEL FRAME - LIVE LOAD RANGE


ADE 522 | SPRING 2021

SUN ANALYSIS | 23

HAYDEN LAWN

SITE

COOR HALL

SUN PATH

GREEN AREAS

WEST HALL

DIXIE GAMMAGE

HAYDEN LIBRARY

PAYNE HALL

HAYDEN LIBRARY FOREST MALL

DANFORD CHAPEL

MEMORIAL UNION ORANGE MALL MARY-LOU FULTON TEACHER’S COLLEGE MOEUR INTERDISCIPLINARY

SUN PATHWAYS

SUN PATH ANALYSIS


ADE 522 | SPRING 2021

SUN ANALYSIS | 24

SUMMER SOLSTICE

FALL SOLSTICE

WINTER SOLSTICE


ADE 522 | SPRING 2021

PANELING | 25

1

4

2

1 NORTH FACADE

3

2 EAST FACADE

3 SOUTH FACADE

PERFORATED PANELS

GLAZING

PANELING STUDY

4 WEST FACADE


ADE 522 | SPRING 2021

ELEVATIONS | 26

55 ‘ - ROOF

36’ - THIRD LEVEL

20’ - SECOND LEVEL

0’ - 0”

1 NORTH FACADE 55 ‘ - ROOF

36’ - THIRD LEVEL

20’ - SECOND LEVEL

1 0’ - 0”

2 EAST FACADE 55 ‘ - ROOF

4

2

36’ - THIRD LEVEL

20’ - SECOND LEVEL

3

0’ - 0”

3 SOUTH FACADE 55 ‘ - ROOF

36’ - THIRD LEVEL

20’ - SECOND LEVEL

0’ - 0”

4 WEST FACADE

ELEVATIONS


ADE 522 | SPRING 2021

SECTION | 27

METAL COPING CONTINUOUS INSULTATION INSULATION SOLANUM STEEL PANELS STEEL STUDS AIR & WATER BARRIER ON EXTERIOR SHEATHING

TRANSVERSE SECTION

WATERPROOFING


ADE 522 | SPRING 2021

SECTION | 28

LONGITUDINAL SECTION


ADE 522 | SPRING 2021

ND

E-OXIDIZED TEN). SURELERATING G PROCESS

ET

ENVELOPE STUDY & WALL SECTIONS

ENVELOPE | 29


ADE 522 | SPRING 2021

ENVELOPE | 30

2

1 SOLANUM STEEL PANEL

SOLANUM STEEL PERFORATED SCREEN

WATERPROOFING

METAL COPING

WATERPROOFING

METAL COPING

CONTINUOUS INSULTATION

CONTINUOUS INSULTATION

INSULATION

INSULATION

SOLANUM STEEL PANELS

SOLANUM STEEL PERFORATED SCREEN

STEEL STUDS

STEEL STUDS

AIR & WATER BARRIER ON EXTERIOR SHEATHING

AIR & WATER BARRIER ON EXTERIOR SHEATHING SOLANUM STEEL PERFORATED SCREEN CONNECTIONS

1

2

SOLANUM STEEL PANEL & WINDOWS SECTION

SOLANUM STEEL PERFORATED SCREEN SECTION

SOLANUM STEEL FULL PANELED WALL SECTION


ADE 522 | SPRING 2021

VIEWS | 31


ADE 522 | SPRING 2021

VIEWS | 32


ADE 522 | SPRING 2021

VIEWS | 33


ADE 522 | SPRING 2021

VIEWS | 34

CONSIDERING THE CONNECTING PATHWAYS AND SURROUNDING DISCIPLINES OF THE SITE, THE ACADEMIC BUILDING CAREFULLY SERVES AS A MAGNET THAT CONNECTS THESE ADJACENT CONDITIONS ON ASU’S TEMPE CAMPUS AND BRINGS THEM INTO THE PROJECT. WITH THE USE OF PRE-OXIDIZED WEATHERING STEEL AND PERFORATED SCREENS AS A SKIN, THE BUILDING IS ALSO ABLE TO LINK TO ITS DESERT ENVIRONMENT, WHILE ALSO USING THE SCREENS AS A SHADING METHOD THAT PROTECTS THE AREAS THAT ARE MOST AFFECTED FROM THE ARIZONA SUN. THROUGH ITS CAREFUL CONSIDERATION OF ITS SURROUNDINGS, THE BUILDING IS CAPABLE OF FRAMING THE MOST IMPORTANT VIEWS AROUND IT BY THE INCORPORATION OF ANGULAR GLAZING WALLS AND THE USE OF TERRACES THAT EXTRUDE OUT TO THESE POWERFUL POINTS. OVERALL THE BUILDING STUDIES THE STELLAR SITE INFLUENCES THAT MAKE THAT SPECIFIC POINT A HUB, AND CONSIDERS THESE MOMENTS AS CONNECTORS THAT INFLUENCE THE BUILDING IN ORDER TO CAREFULLY INTEGRATE WELL IN ITS CONTEXT.


ATE 556 | SPRING 2021

ATE INTRO | 35


ATE 556 | SPRING 2021

ATE INTRO | 36

IN THIS SECTION I INCLUDED MY OVERALL PROCESS THROUGHOUT THE SEMESTER. EVEN THOUGH MY PROJECT ENDED UP BEING VERY DIFFERENT FROM WHAT IT WAS DURING THE MIDTERM, THE OVERALL STUDIES I WORKED THROUGHOUT HELPED ME DEVELOPED AND UNDERSTAND THE PROJECT EVEN FURTHER. THESE PAGES INCLUDE DIFFERENT ITERATIONS AND STUDIES THROUGHOUT THE SEMESTER.

ATE 556 PROGRESS STORY


ATE 556 | SPRING 2021

CODE & OCCUPANCY | 37

THE PROJECT IS LOCATED ON THE TEMPE CAMPUS. THE PROJECT DIRECTLY FALLS UNDER OCCUPANCY B (BUSINESS/OFFICE BUILDING CONSIDERING IT IS A UNIVERSITY BUILDING, AND ALSO ASSEMBLY. THE BUILDING HAS 3 STORIES WITH A HEIGHT THAT FALLS BETWEEN 45’-55’ FEET TALL. IT IS APPROXIMATELY 85,00 SQFT. FOLLOWING AND DOES NOT EXCEED THE REQUIREMENTS OF THE ZONE. B - BUSINESS OCCUPANCY: THE PROJECT FOLLOWS THE IBC INCLUDING OFFICES & EDUCATIONAL UNIVERSITY PROGRAMS. A - ASSEMBLY: THE BUILDING HAS SPACES OVER 50 PEOPLE CLASSIFIED AS ASSEMBLY FACILITIES. THESE SPACES ARE CLASSROOMS OF 50+ PEOPLE AND LARGE CONFERENCE ROOMS. A SPRINKLER SYSTEM IS REQUIRED IN THE BUILDING. TYPE 1-A: UNLIMITED HEIGHT AND AREA UNDER. TYPE 1-B: HEIGHT LIMITED TO 180’ AREA UNLIMITED. THE BUILDING FALLS UNDER TYPE II CONSTRUCTION (1-HOUR OR UNPROTECRED) TYPE II-A: HEIGHT LIMITED TO 85 FEET, AREA LIMITED TO 337,500 SF. TYPE II-B: HEIGHT LIMITED TO 75’ FEET, AREA LIMITED TO 207,000 SF.

OCCUPANT LOAD Function of Space Business Assembly no fixed seats Per assembly no fixed seats

SF/seats 13,800 sf 5,000 sf

SF/occ 100 15

Total occupants

occupants 140 330

OCCUPANT LOAD Function of Space Business Assembly no fixed seats Per assembly no fixed seats

470

Total occupants

PLUMBING FIXTURE REQUIRED take total occupants, divide by 2; half men, half women; for 470 occupants there would be 235 men, 235 women

Business

Assembly no fixed seats

TOTALS

WC M 1/25 up to 50 2

WC F same 1

1/50 after 50 100-50=50 50/50=1 1

same

1 per 125 100/125; 1 1

1 per 65 100/65;2 1

1per 200

4

3

4

1

CODE & OCCUPANCY

THIRD FLOOR OCCUPANCY – TOILET FIXTURE ANALYSIS

SECOND FLOOR OCCUPANCY – TOILET FIXTURE ANALYSIS

FIRST FLOOR OCCUPANCY – TOILET FIXTURE ANALYSIS

LAV M 1/40 up to 80 2 1/80 rest 100-80=20 20/80; less than 1 1

1

LAV F same 1

100/200

Business

1 Assembly no fixed seats

1

3

SF/occ 100 15

occupants 270 420

OCCUPANT LOAD Function of Space Business Assembly no fixed seats Per assembly no fixed seats

470

Total occupants

PLUMBING FIXTURE REQUIRED take total occupants, divide by 2; half men, half women; for 470 occupants there would be 235 men, 235 women

same

same

SF/seats 27,200 sf 6,300 sf

TOTALS

WC M 1/25 up to 50 3

WC F same 2

1/50 after 50 100-50=50 50/50=1 1

same

1 per 125 100/125; 1 1

1 per 65 100/65;2 1

1per 200

5

4

5

1

LAV M 1/40 up to 80 3 1/80 rest 100-80=20 20/80; less than 1 1

1

LAV F same 2

100/200

Business

1 Assembly no fixed seats

1

4

SF/occ 100 15

occupants 270 420

470

PLUMBING FIXTURE REQUIRED take total occupants, divide by 2; half men, half women; for 470 occupants there would be 235 men, 235 women

same

same

SF/seats 27,200 sf 6,300 sf

TOTALS

WC M 1/25 up to 50 3

WC F same 2

1/50 after 50 100-50=50 50/50=1 1

same

1 per 125 100/125; 1 1

1 per 65 100/65;2 1

1per 200

5

4

5

1

LAV M 1/40 up to 80 3 1/80 rest 100-80=20 20/80; less than 1 1

1

LAV F same 2 same

1 same

100/200

1

4


ATE 556 | SPRING 2021

CODE & OCCUPANCY | 38


ATE 556 | SPRING 2021

SEFAIRA | 39

IN THESE THREE INITIAL ITERATIONS I STUDIES HOW THE AMOUNT OF GLAZING AND SHADING METHODS CAN DRASTICALLY AFFECT THE BUILDINGS OVERALL ENERGY. MY FIRT ITERATION DID NOT HAVE MUCH GLAZING THEREFORE THERE WAS NOT ENOUGH LIGHT ENTERING THE BUILDING. THE SECOND ITERATION INCOPORATED MORE GLAZING, YET NOT ENOUGH SHADING COMPONENTS AND THEREFORE WAS AFFECTED BY THE SUN. FOR THE THIRD ITERATION I INCOPORATED MORE SHADING METHODS, THOUGH IT WORKED BETTER THAN THE SECOND ONE IT STILL HAD A LOT OF LIGHT ENTERING THAT WOULD OVERHEAT THE BUILDING. THE ENERGY USE INTENSITY IS ABOVE 40 FOR ALL OF THESE OPTIONS.

INITIAL ENERGY STUDIES

ENERGY ANALYSIS


ATE 556 | SPRING 2021

SEFAIRA | 40

IN THIS ENERGY ANALYSIS I WAS ABLE TO VISUALLY SEE HOW THE GLAZING AND POSITION OF THE MASSING CAN DRASTICALLY AFFECT THE ENERGY USE AND BRIGHTNESS OF THE BUILDING. I WAS ABLE TO SEE HOW BY ADDING WINDOWS IN SOME AREAS RATHER THAN OTHERS, AND ALSO BY INCORPORATING ARCHITECTURAL METHODS TO IMPROVE THIS LIGHTING TRANSMISION, I WAS ABLE TO ESSENTIALLY DESIGN A BUILDING THAT WORKS MORE EFFICIENTLY AND REQUIRES LESS ENERGY WASTE. IN THIS SCENARIO THE ENERGY USE WAS ABLE TO BE BELOW 40. AS EXPECTED THE AREAS THAT ARE MOST AFFECTED BY THE SUN IS THE SOUTH, EAST AND WEST. THIS INFORMATION WAS REALLY HELPFUL FOR ME TO REALLY DETERMINE MY GLAZING AND PERFORATED PANELS SYSTEM. FURTHER ENERGY STUDIES


ATE 556 | SPRING 2021

STRUCTURAL | 41 FIRST FLOOR

15

14

13

12

11

10

9

8

7

6

5

4

3

2

SECOND FL

1 A B C D E F 3RD FLOOR

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1 A B C D E F 2ND FLOOR

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1 A B C D E F 1ST FLOOR

INITIAL STRUCURAL STUDY.

STRUCTURAL RESEARCH

COLUMNS

STRUCTURAL GRID

BEAMS


ATE 556 | SPRING 2021

STRUCTURAL | 42 THIRD FLOOR

LOOR

CURRENT STRUCURAL STUDY.

FOR THIS PROJECT I CHOSE TO PROCEED WITH USING A STEEL FRAME AS THE MAIN STRUCTURE OF THIS PROJECT. I STARTED WITH A 30’ X 30’ STRUCTURAL GRID THAT ALLOWED ME TO FURTHER UNDERSTAND WHERE THESE COLUMNS WOULD BE PLACED AND ALSO HOW THE PROGRAM WOULD BE LAYED OUT. THE GRID CHANGES IN THE MIDDLE TERRACES THAT ALLOW FOR THIS FORM TO BE EXECUTED. IN A SENSE THE BUILDING IS COMPOSED OF 2 30’X30’ GRID, AND AN ANGUAL CENTRAL GRID. MOST OF THE PROGRAMMATIC CONCEPT IS OPEN, SO THAT GIVES THE SPACES MORE FLEXIBILITY. FOR AREAS THAT HAVE ENCLOSED SPACES I TRIED TO AVOID COLUMNS THAT WOULD INTERRUPT THE SPACE. STEEL FRAME - SPAN LIMITATIONS

STEEL FRAME - LIVE LOAD RANGE


ATE 556 | SPRING 2021

EGRESS | 43 FIRST FLOOR

SECOND

EGRESS CIRCULATION

3RD FLOOR

2ND FLOOR

1ST FLOOR

INITIAL EGRESS STUDY.

EGRESS STUDY

EGRESS


ATE 556 | SPRING 2021

D FLOOR

EGRESS | 44 THIRD FLOOR

CURRENT EGRESS STUDY.

WHEN CONSIDERING THE EGRESS CIRCULATION, I CONSIDERED PLACING THE EGRESS STAIRS ON BOTH EAST AND WEST SIDE, AND MIDDLE TERRACES OF THE BUILDING IN ORDER TO ALLOW FOR PEDESTIRANS THAT ARE IN THE MIDDLE OF THE BUILDING (WHICH WOULD BE THE FURTHEST POINT FROM EGRESS) HAVE TWO OPTIONS FOR EXIT. THESE ARE THE OTHER FACTORS I CONSIDERED: -LOCATE THE FURTHEST POINT TO AN EXIT TO MEASURE THE TRAVEL DISTANCE. -MAXIMUM TRAVEL DISTANCE FOR A PEDESTRIAN TO HAVE TWO EXIT CHOICES IS 75’. -THE MAXIMUM TRAVEL BETWEEN THE FURTHEST POINT AND A POINT OF EGRESS SHOULD BE 300’. THESE FACTORS WERE CONSIDERED AND FOLLOWED HERE.


ATE 556 | SPRING 2021

HVAC SYSTEM | 45

FIRST FLOOR

HVAC SUPPLY

SECOND FLOOR

HVAC RETURN

MECHANICAL ROOMS

3RD FLOOR

2ND FLOOR

1ST FLOOR

INITIAL HVAC STUDY.

HVAC STUDY

MECHANICAL

SUPPLY

RETURN


ATE 556 | SPRING 2021

HVAC SYSTEM | 46 THIRD FLOOR

CURRENT HVAC STUDY.

FOR THE HVAC SYSTEM OPTIONS I WAS LOOKING AT THE VAV (VARIABLE AIR VOLUME SYSTEM). FOTHE TYPE OF BUILDING THIS IS USUALLY THE MOST EFFICIENT AND ALSO THE MOST ECONOMICAL. THE AIR IS RECIRCULATING, RETURNS AND IT IS RECOOLED FOR THEN TO BE RECYCLED IN THE CYCLE SYSTEM. THE COOLING LOADS ARE DISTRIBUTED THROUGHOUT ACCORDING THE THE SPATIAL NECESSITIES. BASICALLY THE AREAS THAT HAVE MORE HEAT GAIN WOULD HAVE A LARGER COOLING DISTRIBUTION. SINCE I HAVE AN OPEN CONCEPT FLOORPLAN, THE DIAGRAM SHOWS HOW THE SYSTEM CIRCULATES AROUND. SUPPLY

RETURN

HVAC Section


ATE 556 | SPRING 2021

ENVELOPE | 47

ND

E-OXIDIZED EN). SURELERATING PROCESS

SOLANUM STEEL PANELS & SOLANUM STEEL PERFORATED SCREENS: SOLANUM STEEL IS A PRE-OXIDIZED WEATHERING STEEL. SURFACE IS PRODUCED BY ACCELERATING THE NATURAL WEATHERING PROCESS AND STABILIZING RESULT.

T

MATERIAL STUDY


ATE 556 | SPRING 2021

ENVELOPE | 48

WALL ASSEMBLY STUDY

ROOF ASSEMBLY STUDY

AFTER PLAYING WITH THE SOFTWARE TO SEE THE COMPONENTS THAT I WOULD NEED TO HAVE AN EFFICIENT WALL SYSTEM. I USED THE METAL PANEL COMPONENT FOR THIS EXERCISE. THIS ALLOWED ME TO FURTHER UNDERSTAND HOW I CAN START DRAWING A WALL SECTION THAT CAN PERFORM WELL AS MY BUILDING ENVELOPE. AFTER STUDYING THE LAYERS I WAS ABLE TO COME UP WITH A SYSTEM THAT MET AN APPROPRIATE U-VALUE.


17’- 0” 16’- 0”

15’- 0”

20’- 0”

EXTERIOR

11’- 0”

EXTERIOR

11’- 0”

16’- 0”

SECTION | 49

20’- 0”

ATE 556 | SPRING 2021

FIRST SECTION STUDY. FIRST ITERATION

SECTION STUDY


ATE 556 | SPRING 2021

SECTION | 50

SECOND SECTION STUDY.

LONGITUDINAL SECTION


ATE 556 | SPRING 2021

SECTION | 51

METAL COPING CONTINUOUS INSULTATION INSULATION SOLANUM STEEL PANELS STEEL STUDS AIR & WATER BARRIER ON EXTERIOR SHEATHING

THIRD SECTION STUDY.

TRANSVERSE SECTION

WATERPROOFING


ATE 556 | SPRING 2021

SECTION | 52

2

1 SOLANUM STEEL PANEL

SOLANUM STEEL PERFORATED SCREEN

WATERPROOFING

METAL COPING

WATERPROOFING

METAL COPING

CONTINUOUS INSULTATION

CONTINUOUS INSULTATION

INSULATION

INSULATION

SOLANUM STEEL PANELS

SOLANUM STEEL PERFORATED SCREEN

STEEL STUDS

STEEL STUDS

AIR & WATER BARRIER ON EXTERIOR SHEATHING

AIR & WATER BARRIER ON EXTERIOR SHEATHING SOLANUM STEEL PERFORATED SCREEN CONNECTIONS

1

2

SOLANUM STEEL PANEL & WINDOWS SECTION

SOLANUM STEEL PERFORATED SCREEN SECTION

SOLANUM STEEL FULL PANELED WALL SECTION

ENVELOPE SECTIONS



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