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