portfolio portfolio
4-13
S.C. state student union
14-19
2015 solar decathlon
20-27
introducing flexiblity
28-35
visually connected
36-39
highline art + Life
JUSTIN HAMRICK Clemson University M.Arch hamric4@clemson.edu 704 284 3427
South Carolina State University is a historically black college located in Orangeburg, South Carolina. The University is seeking design concepts for a new student center to replace the existing aging center at the heart of the campus. our design sought to create a building which could enrich and complement, not redefine the campus center.
Blur (S.C. state student union) o r a ng e b u r g, s ou t h carol i n a
m.arch comprehensive studio programs: sketchup, cad professor: Alibright, Heine, Ersoy, Franco
1 20'
A
W18 x 65 X
W18 x 65
W12 x 40 (TYP.)
W18 x 65
C W12 x 40 (TYP.)
65 W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
36'-4"
D 12'-8"
W18 x 65
E 12'
8x
W1
W18 x 65
8x
65
F 24'
W1
W1
8x
65
W18 x 65
W18 x 65
8x
W18 x 65
W18 x 65
W1
W1
65 W18 x 65
8x
W18 x 65
65
W18 x 65
W18 x 65
35'-8"
W18 x 65
W18 x W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
B
W12 x 40 (TYP.)
W12 x 40 (TYP.)
W18 x 65
65
W12 x 40 (TYP.)
W18 x 65
W18 x
W12 x 40 (TYP.)
W18 x 65
23'-4" W18 x 65
W18 x 65
W18 x 65 X
W18 x 65
W18 x 65
W18 x 65
W18 x 65 W12 x 40 (TYP.)
W18 x 65
W18 x 65 X
W18 x 65
W12 x 40 (TYP.)
W18 x 65
W18 x 65 X
2 32'
W18 x 65
W12 x 40 (TYP.)
3 15'
W18 x 65
W18 x 65
W18 x 65
4 26'-4"
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65 X
W18 x 65
W12 x 40 (TYP.)
W18 x 65 X
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W12 x 40 (TYP.)
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W18 x 65
W12 x 40 (TYP.)
W18 x 65
W18 x 65 W18 x 65
W18 x 65
5 26'-4"
W18 x 65
W18 x 65 X
W18 x 65
W12 x 40 (TYP.)
W18 x 65
W12 x 40 (TYP.)
W18 x 65
x 65
W18 x 65
W18 x 65
W18 x 65 W18 x 65
W18
W18 x 65
W18 x 65
W18 x 65
W18 x 65
6 26'-4"
W18 x 65
W18 x 65
7 26'-4"
W18 x 65
W18 x 65
8 18'-8"
W18 x 65
9 18'-8"
W18 x 65
10 21'
W18 x 65
EAT
DG
OL
09
EET
TR
SS
R HE
11 24'-6"
W18 x 65
outlets and lighting are concentrated around the perimeter of the building to further intensify the activity along the skin. mechanical systems provide air at the perimeter to maintain comfort and aid the skin’s performance.
DUKES M GYMNASIU
W18 x 65 W18 x 65 W18 x 65
0 1:2
0 1:2
05
09 | mech + elec
12 24'
W18 x 65
13 14'
W18 x 65
0 1:2
14
65
G
L
W1
01
11
OD
DH
OL
7
65
sliding storefront windows provide natural ventilation into every interior space of the building. these windows also encourage activity between the interior and exterior
08 | healthy building
65 W1
8x
1" 33'-72
W1 8x
AL
H GE
8x
65 W1
8x
second floor framing plan |
8
H
65
1/32” = 1’-0”
B 11 24'-6"
10
9 18'-8"
21'
8 18'-8"
7
6
26'-4"
26'-4"
5 26'-4"
4
3
26'-4"
15'
2 32'
A 23'-4"
W12 x 40 (TYP.)
W18 x 84
W18 x 84
W18 x 84
W18 x 84
W18 x 84
W12 x 40 (TYP.)
W12 x 40 (TYP.)
W12 x 40 (TYP.)
W12 x 40 (TYP.)
W12 x 40 (TYP.)
0 1:2
W18 x 84
0 1:2
0 1:2
06 | passive design
W18 x 84
W18 x 84 W18x 84
36'-4"
W18x 84 W18 x 84
column with moment connection
W18 x 84
W18 x 84
W18 x 84
W18 x 84
W18 x 84
W18 x 84
D
W18x 84
12'-8"
E
W0 x 00
22ga steel decking + direction
roof framing plan |
W18 x 84
W0 x 00
column with bolted connection
D
35'-8"
C
W18 x 84
W18 x 84 W18 x 84
W18 x 84
12
11
a continuous polycarbonate double skin encloses the entire perimeter of the building. this skin naturally reduces heat gains due to its translucent finish and the ventilation of the air cavity between the layers.
W18 x 84
W18 x 84
10
B W18 x 84
W18 x 84
W12 x 40 (TYP.)
W18 x 84
W12 x 40 (TYP.)
W18 x 84
W18 x 84
W12 x 40 (TYP.)
W18 x 84
W12 x 40 (TYP.)
W18 x 84
W18 x 84
W12 x 40 (TYP.)
W18 x 84
C
0
W18 x 84
10
W18 x 84
W18 x 84
1:2
08
1 20'
1:20
1:20
W18 x 84
0 1:2
0 1:2
02
12 24'
W18 x 84
0 1:2
0 1:2
06
1:20
1:20
03
0 1:2
GEATHERS STREET
07 | life safety
13 14'
W18 x 84
04
DG
HO
14
9
1:20 means of egress are located along the active perimeter and exits are provided along the paths. stairs are located outside the envelope to encourage exterior travel.
W18 x 84
07
LL
A EH
secondary framing member + size primary framing member + size
mechanical + elevator concrete core
moment frame
1/32” = 1’-0”
0 1:2 0 1:2
0 1:2 0 1:2
0 1:2
ALL
0 1:2
0 1:2
MILLER H
0 1:2
0 1:2
05 | structure
0 1:2
05
WASHIN G
LL
site plan |
design features 01 | turn around + bus stop
03 | relocated memorial tower
polycarbonate clad and internally lit
campus + public transit integration
02 | general purpose green space
04 | momument stair
03 02
REET
ST GAILLARD
RTU 03 RTU 01
AREA 03
ZONE 1A
1:20
1:20
1:20
1:20
1:20
ZONE 1B
0
1:2
to connect the building to the landscape the floor plates fold out of the landscape creating a fluid vertical connection. a public seating + stair is created adjacent to the student organization offices and the proposed memorial.
03 | design development
10
05 | public plaza space
covered exterior seating and gathering space
09 | service entrance
11 | existing plaza thoroughfare
08 | covered amphitheater space
10 | exterior dining plaza space
12 | service + handicap parking
can wash, trash storage, food deliveries 12
public seating and gathering space
switchback ramps for seating, projection onto exterior
shaded exterior seating for large groups or individuals
LL
MILLER HA
existing brick “fades” into new plazas and student center facilties vehiceles and patrons with mobility concerns
first floor HVAC service areas |
existing brick pavers
1/32” =1’-0”
polycarbonate ZONE 5A
TON HA
site plan |
LL
RD HALL
GAILLARD
CRAWFO
STREET
N
AREA 04
campus + public transit integration
design | south facing facade, flucuating acitivity area unit | RTU 04 type | package roof top unit area | 13,000 s.f. size | 40 ton features | two zone VAV, dehumidification trunk | 10 s.f. branch | 18 s.f.
02 | general purpose green space
recreation space near transit and student center
site materials
03 | relocated memorial tower
05 | public plaza space
07 | pedestrian byway
09 | service entrance
11 | existing plaza thoroughfare
04 | momument stair
06 | greek life private plazas
08 | covered amphitheater space
10 | exterior dining plaza space
12 | service + handicap parking
polycarbonate clad and internally lit public seating space adjacent to memorial
covered exterior seating and gathering space public seating and gathering space
former geathers street, east/west thoroughfare switchback ramps for seating, projection onto exterior
can wash, trash storage, food deliveries shaded exterior seating for large groups or individuals
existing brick “fades” into new plazas and student center facilties vehiceles and patrons with mobility concerns
systems development |
existing brick pavers
ITU 01
lowered pockets of activities are created outside the footprint of the building, encroaching on the skin to encourage interaction. the seating, sizing, and shading provided in each pocket is related to the exterior and interior program.
01 | site design
polycarbonate
nts
recycled crushed brick
concrete + landscape
mechanical system isometric
second floor HVAC service areas |
1/32” =1’-0”
site massing development
01 | intitial geathers street volume
02 | covered courtyard
03 | plaza presence
04 | shaded overhang spaces
05 | volumes to planes
06 | plaza space extension
N
concrete + landscape
design | north facing facade, low acitivity area unit | RTU 03 type | package roof top unit area | 5,000 s.f. size | 30 ton features | dehumidification trunk | 4.5 s.f. branch | 8 s.f.
AREA 05
ZONE 5B
1/32” = 1’-0”
site massing development
design features 01 | turn around + bus stop
design | very high activity zone, kitchen, east facing facade unit | INTU 01 type | package inerior unit area | 4,000 s.f. size | 20 ton features | dehumidification, ventilation trunk | 4 s.f. branch | 7 s.f. total
AREA 04
AREA 05
WASHING
design | north facing facade, high activity area unit | RTU 02 type | package roof top unit area | 6,000 s.f. size | 35 ton features | VAV, dehumidification trunk | 4 s.f. branch | 7 s.f. total
recycled crushed brick
consistantly active spaces are located on the first level for maximum accessability. two cores provide service to these spaces creating a open periphery creating an active space along the exterior of the building.
02 | program
AREA 02
AREA 03
site materials
07 | pedestrian byway
former geathers street, east/west thoroughfare
06 | greek life private plazas
public seating space adjacent to memorial
recreation space near transit and student center
04 | way finding
AREA 01
04
GEATHERS STREET
design | south facing facade, high population and activity area unit | RTU 01 type | package roof top unit area | 14,000 s.f. size | 55 ton features | two zone VAV, dehumidification trunk | 11 s.f. branch | 20 s.f. total
AREA 02
RTU 02
LL
clear visual connection horizontally through the building encourages the user to engage the landscape and allows for simple orientation within the space. vertical circulation is concentrated in the central core spaces.
11
1/32” = 1’-0”
AREA 01
RTU 04
RD HA CRAWFO
01
12
DUKES GYMNASIUM
09
TON HA
E
structural system isometric
a light weight steel frame was developed to support the double skin, and to minimize the visibility of the structure as you look through the building. a steel plate is used to stiffen the frame and to emphasize the plane folding from the landscape.
07 | exterior access and campus memorial
07 | lightweight translucent cladding
A
B
C
D
E
F
G
H
TOP OF ROOF SLAB + 29’-8”
1
2
3
4
5
6
7
8
9
10
11
12
13
14 SECOND FLOOR + 15’-2”
14
13
12
11
10
9
8
7
TOP OF ROOF SLAB + 29’-8”
6
5
4
3
2
1
FIRST FLOOR + 0’-0”
STUDENT UNION SECOND FLOOR + 15’-2”
FIRST FLOOR + 0’-0”
E01 | south elevation |
1/8” = 1’-0”
1
2
3
4
5
6
7
8
9
10
11
12
13
14
TOP OF ROOF SLAB + 29’-8”
SECOND FLOOR + 15’-2”
STUDENT UNION
FIRST FLOOR + 0’-0”
E02 | north elevation |
1/8” = 1’-0”
A
B
C
D
E
F
G
H
H
TOP OF ROOF SLAB + 29’-8”
TOP OF ROOF SLAB + 29’-8”
SECOND FLOOR + 15’-2”
SECOND FLOOR + 15’-2”
FIRST FLOOR + 0’-0”
FIRST FLOOR + 0’-0”
E03 | west elevation |
1
1/8” = 1’-0” TOP OF ROOF SLAB + 29’-8”
14
13
TOP OF ROOF SLAB + 29’-8”
2
3
12
4
6
C.A.B. OFFICE
HALL
E04 | east | 1/8” = 1’-0” 9 elevation 10 8
C STUDENT UNION
B
11
12
13
7
D
E
F
G
F
E
D
C
B
A
14 6
5
4
3
2
BALLROOM
BALLROOM
BALLROOM
SECOND FLOOR + 15’-2” SECOND FLOOR + 15’-2”
COVERED PLAZA
FIRST FLOOR + 0’-0”
TECHNOLOGY CAFE
MECHANICAL
ELEVATOR
WOMEN
LOUNGE SEATING
WOMEN
FIRST FLOOR + 0’-0”
H
G
F
E
D
C
B
A
TOP OF ROOF SLAB + 29’-8”
BS01 | longitudinal building section |
1/4”=1’-0”
SECOND FLOOR + 15’-2”
A
B
C
D
E
F
1
H
CORRIDOR
MEN
WOMEN
RECEPTION
8
9
A TOP OF ROOF SLAB + 29’-8”
7
10
SECOND FLOOR + 15’-2”
FIRST FLOOR + 0’-0”
5
11
G
G
H
MEN
CORRIDOR
OUTDOOR THEATER
BALCONY
1 7/8” POLYCARBONATE WALL PANELS ANCHORED HANDRAIL EXTERIOR POLYCARBONATE FRAMING AND GASKETS
COPING CAP 1/2” PLYWOOD 2X4” BLOCKING 60 PSI POLYSTYRENE BUILT UP ROOF 1” CLIP IN CONCRETE PAVERS PAVER LEVELING JACKS
BATT INSULATION 1” LOW-E GLASS SUPPORTS
B
C
B C D E F G H I J K L M N O P Q R
A
SECOND FLOOR + 15’-2”
A B C D E F G H I J K L M N O P Q R
1 7/8” POLYCARBONATE WALL PANELS ANCHORED HANDRAIL EXTERIOR POLYCARBONATE FRAMING AND GASKETS
COPING CAP 1/2” PLYWOOD 2X4” BLOCKING 60 PSI POLYSTYRENE BUILT UP ROOF 1” CLIP IN CONCRETE PAVERS PAVER LEVELING JACKS
BATT INSULATION 1” LOW-E GLASS SUPPORTS
B
C
A
SECOND FLOOR + 15’-2”
1” LOW-E INSULATED GLASS STEEL SHADING STRUCTURE THROUGH BOLTED CONNECTION
D
W18x65 STEEL BEAM SPRAY-IN INSULATION, 4” MIN.
WIRE MESH VENT COVER 2” X 8” CUT VENTS AT 8’-0” O.C. MIN P.T. SHIM SILICON SEALANT
3/8” STEEL TRIM PLATE 2” X 8” CUT VENTS AT 8’-0” O.C. MIN
EXTERIOR POLYCARBONATE FRAMING AND GASKETS
5 x 5 STEEL ANGLE P.T. SHIM SILICON SEALANT WIRE MESH VENT COVER 2” X 8” CUT VENTS AT 8’-0” O.C. MIN 1 7/8” POLYCARBONATE WALL PANELS
impact resistant polycarbonate + framing guard rail posts at 8’-0” o.c. 1” LOW-E INSULATED GLASS STEEL SHADING STRUCTURE THROUGH BOLTED CONNECTION
concrete paver system on standoffs tapered insulation + two layers WIRE EPDM roofing MESH VENT COVER long span decking
W18x65 STEEL BEAM SPRAY-IN INSULATION, 4” MIN.
2” X 8” CUT VENTS AT 8’-0” O.C. MIN P.T. SHIM SILICON SEALANT
reinforced concrete decking
3/8” STEEL TRIM PLATE 2” X 8” CUT VENTS AT 8’-0” O.C. MIN
EXTERIOR POLYCARBONATE FRAMING AND GASKETS
1 7/8” POLYCARBONATE WALL PANELS ANCHORED HANDRAIL EXTERIOR POLYCARBONATE FRAMING AND GASKETS
5 x 5 STEEL ANGLE P.T. SHIM
secondary steel structural framing
SILICON CAP SEALANT COPING WIRE MESH VENT COVER 1/2” PLYWOOD 2” X 8” CUT VENTS AT 2X4” BLOCKING 8’-0” O.C. MIN 60 PSI POLYSTYRENE BUILT UP ROOF 7/8” POLYCARBONATE 1” CLIP IN CONCRETE1PAVERS WALL PANELS PAVER LEVELING JACKS
primary steel structural framing 3/8” bent steel plate
E
BATT INSULATION 1” LOW-E GLASS SUPPORTS
STEEL COLUMN BEYOND
lateral cracing rods
B
C
F 1” LOW-E INSULATED GLASS STEEL SHADING STRUCTURE POLYCARBONATE GUARDRAIL AT OCCUPIED ROOF THROUGH BOLTED CONNECTION 1” CEMENTITIOUS PAVERS ON 2” STANDOFFS W18x65 STEEL BEAM
low-e glass overhang WIRE MESH VENT COVER
steel polycarbonate support framing perforated steel angle cavity vent
E
H
STEEL COLUMN BEYOND
H
G
detail 02 | 1 1/2” = 1’-0”
STEEL ANGLE BEYOND 3” SQUARE TUBE STEEL 1 7/8” POLYCARBONATE WALL PANELS EXTERIOR POLYCARBONATE FRAMING AND GASKETS SILICON SEALANT P.T. SHIM 3/8” STEEL PLATE HEADER
1” LOW-E INSULATED GLASS SLIDING ALUMINUM STOREFRONT GLAZING ALUMINUM STOREFRONT GLAZING FRAMING P.T. SHIM SILICON SEALANT P.T. SHIM INTERIOR POLYCARBONATE FRAMING AND GASKETS 3” SQUARE TUBE STEEL STEEL ANGLE BEYOND STEEL COLUMN BEYOND 1 7/8” POLYCARBONATE WALL PANELS INTERIOR POLYCARBONATE FRAMING AND GASKETS P.T. SHIM SILICON SEALANT 6” CONCRETE SLAB, POLISH FINISH
M
WIRE MESH VENT COVER 2” X 8” CUT VENTS AT 8’-0” O.C. MIN 1 7/8” POLYCARBONATE WALL PANELS
SECOND FLOOR + 15’-2”
1’-6”
4”
FIRST FLOOR + 0’-0”
1 7/8” POLYCARBONATE 1’-6” WALL PANELS INTERIOR POLYCARBONATE FRAMING AND GASKETS 3” SQUARE TUBE STEEL SILICON SEALANT P.T. SHIM SLIDING ALUMINUM STOREFRONT GLAZING 4” ALUMINUM STOREFRONT GLAZING FRAMING
detail 01 |
detail 01 |
L
A impact resistant polycarbonate + framing B guard rail posts at 8’-0” o.c. C concrete paver system on standoffs D tapered insulation + two layers EPDM roofing E reinforced concrete decking F long span decking G secondary steel structural framing H primary steel structural framing I 3/8” bent steel plate J lateral cracing rods K primary structral steel column L 3/8” steel trim plate M steel overhang supports with standoffs N low-e glass overhang O steel polycarbonate support framing P perforated steel angle cavity vent Q M 2’-0” polycarboante panels R polycarbonate framing and integral venting
polycarbonate framing and integral venting
SECOND FLOOR + 15’-2”
CANOPY CONSTRUCTION: CUT STEEL PLATE, BOLT ATTACHED TO STRUCTURE WITH 1 1/2” GASKETED STANDOFFS AND COATED LOW-E GLASS CANOPY, SEALED AT JOINTS
SEMI-REFLECTIVE SUSPENDED ACOUSTIC CEILING SUPPLY DUCT, SEE MECHANICAL POLYCARBONATE GUARDRAIL AT OCCUPIED ROOF 1” CEMENTITIOUS PAVERS ON 2” STANDOFFS ROOF CONSTRUCTION: 8” STEEL DECK AND CONCRETE TOPPING SLAB ON STEEL WIDE FLANGE SECTION, 3”RIGID INSULATION MINIMUM, TAPERED 1/4” PER FOOT TO ROOF DRAINS WITH TWO LAYERS FULLY ADHERED EPDM ROOFING
EXTERIOR WALL CONSTRUCTION: SECOND FLOOR STEEL WIDE FLANGE COLUMN WITH 3” TUBE STEEL INTEMEDIATE SUPPORTS + 15’-2” AND 3/8” BENT STEEL PLATE WITH POLYCARBONATE FRAMING AND GASKETING WITH 1 7/8” COLORED POLYCARBOANTE WALL PANELS EACH SIDE
EXTERIOR WALL CONSTRUCTION: STEEL WIDE FLANGE COLUMN WITH 3” TUBE STEEL INTEMEDIATE SUPPORTS AND 3/8” BENT STEEL PLATE WITH POLYCARBONATE FRAMING AND GASKETING WITH 1 7/8” COLORED POLYCARBOANTE WALL PANELS EACH SIDE
H
P
L M
K
I
EXTERIOR POLYCARBONATE FRAMING AND GASKETS 1 7/8” POLYCARBONATE WALL PANELS WIRE MESH VENT COVER 2” X 8” CUT VENTS AT 8’-0” O.C. MIN EXTERIOR POLYCARBONATE FRAMING AND GASKETS P.T. SHIM SILICON SEALANT 5 x 5 STEEL ANGLE RECYCLED CRUSHED BRICK CONCRETE SIDEWALK
nts
DETAIL 01
Q
P J
DETAIL 02 R P
K
wall section 01 |
FIRST FLOOR + 0’-0”
R
3/4” = 1’-0”
O R
B
4”
DETAIL 02
FIRST FLOOR + 0’-0”
R
H
O G
wall section exploded isometric O |
A
DETAIL 01
M
SLOPE 1/4” PER 1’
1’-6”
DETAIL 02
CANOPY CONSTRUCTION: CUT STEEL PLATE, BOLT ATTACHED TO STRUCTURE WITH 1 1/2” GASKETED STANDOFFS AND COATED LOW-E GLASS CANOPY, SEALED AT JOINTS
G
R
FIRST FLOOR + 0’-0”
C
D
E
F
G
Q
P #10 WELDED WIRE MESH #3 REBAR AT PERIMETER
TOP OF ROOF SLAB + 29’-8”
I
PORUS FILL #10 WELDED WIRE MESH #4 REBAR AT PERIMETER 2” WET TYPE INSULATION
detail 01 |
4” PERIMETER DRAIN EARTH BEYOND
R
wall section exploded isometric |
1 1/2” = 1’-0”
OFFICE
CLASSROOM
A
Q
SECOND FLOOR + 15’-2”
O
P
K
OFFICE
DETAIL 01
nts
OFFICE
OFFICE
B
wall section 01 |
3/4” = 1’-0”
CORRIDOR
C
D
E
F
G
TOP OF ROOF SLAB + 29’-8”
FIRST FLOOR + 0’-0”
R
CLASSROOM
GAME ROOM
O
OFFICE
BOWLING ALLEY
OFFICE
OFFICE
OFFICE
CORRIDOR
LOUNGE SEATING
CORRIDOR
DINING SEATING
R SECOND FLOOR + 15’-2”
Q
FIRST FLOOR + 0’-0”
GAME ROOM
4” PERIMETER DRAIN EARTH BEYOND
R
wall section exploded isometric | A
2’-0” polycarboante panels
N
EXTERIOR WALL CONSTRUCTION: STEEL WIDE FLANGE COLUMN WITH 3” TUBE STEEL INTEMEDIATE SUPPORTS STEEL PLATEPLATE JAMB BEYOND WITH POLYCARBONATE FRAMING AND AND 3/8” BENT STEEL 3/8” BENT STEEL PLATE SILL SILICON SEALANT POLYCARBOANTE WALL PANELS EACH SIDE GASKETING WITH 1 7/8” COLORED Q P.T. SHIM
1 1/2” = 1’-0”
ROOF CONSTRUCTION: 8” STEEL DECK AND CONCRETE TOPPING SLAB ON STEEL WIDE FLANGE SECTION, 3”RIGID INSULATION MINIMUM, TAPERED 1/4” PER FOOT TO ROOF DRAINS WITH TWO LAYERS FULLY ADHERED EPDM ROOFING
perforated steel angle cavity vent
CANOPY CONSTRUCTION: SEMI-REFLECTIVE SUSPENDED ACOUSTIC CEILING CUT STEEL PLATE, BOLT ATTACHED TO STRUCTURE SUPPLY DUCT, SEE MECHANICAL WITH 1 1/2” GASKETED STANDOFFS AND COATED LOW-E GLASS CANOPY, SEALED AT JOINTS
EXTERIOR POLYCARBONATE FRAMING AND GASKETS SILICON SEALANT P.T. SHIM 3/8” STEEL PLATE HEADER
1’-7”
M
P
1 1/2” = 1’-0”
steel polycarbonate support framing
F
K
SEMI-REFLECTIVE SUSPENDED ACOUSTICOCEILING SUPPLYSTEEL DUCT, SEE MECHANICAL ANGLE BEYOND 3” SQUARE TUBE STEEL 1 7/8” POLYCARBONATE RWALL PANELS
1” LOW-E INSULATED GLASS SLIDING ALUMINUM STOREFRONT GLAZING ALUMINUM STOREFRONT 4” PERIMETER DRAIN GLAZING FRAMING EARTH BEYOND P.T. SHIM SILICON SEALANT P.T. SHIM INTERIOR POLYCARBONATE FRAMING AND GASKETS 3” SQUARE TUBE STEEL STEEL ANGLE BEYOND STEEL COLUMN BEYOND 1 7/8” POLYCARBONATE WALL PANELS INTERIOR POLYCARBONATE FRAMING AND GASKETS P.T. SHIM SILICON SEALANT 6” CONCRETE SLAB, POLISH FINISH
POLYCARBONATE GUARDRAIL AT OCCUPIED ROOF 1” CEMENTITIOUS PAVERS ON 2” STANDOFFS
low-e glass overhang
Q
#10 WELDED WIRE MESH #3 REBAR AT PERIMETER PORUS FILL #10 WELDED WIRE MESH #4 REBAR AT PERIMETER 2” WET TYPE INSULATION
steel overhang supports with standoffs
M
K
I
STEEL PLATE JAMB BEYOND 3/8” BENT STEEL PLATE SILL SILICON SEALANT P.T. SHIM EXTERIOR POLYCARBONATE FRAMING AND GASKETS 1 7/8” POLYCARBONATE WALL PANELS WIRE MESH VENT COVER 2” X 8” CUT VENTS AT 8’-0” O.C. MIN EXTERIOR POLYCARBONATE FRAMING AND GASKETS P.T. SHIM SILICON SEALANT 5 x 5 STEEL ANGLE RECYCLED CRUSHED BRICK CONCRETE SIDEWALK
J STEEL PLATE JAMB BEYOND 3/8” BENT STEEL PLATE SILL SILICON SEALANT P.T. SHIM EXTERIOR POLYCARBONATE FRAMING AND GASKETS 1 7/8” POLYCARBONATE WALL PANELS WIRE MESH VENT COVER 2” X 8” CUT VENTS AT 8’-0” O.C. MIN EXTERIOR POLYCARBONATE FRAMING AND GASKETS P.T. SHIM SILICON SEALANT 5 x 5 STEEL ANGLE RECYCLED CRUSHED BRICK CONCRETE SIDEWALK
3/8” steel trim plate
L
J SLOPE 1/4” PER 1’
FIRST FLOOR + 0’-0”
R
SLOPE 1/4” PER 1’
primary structral steel column
R
PORUS FILL #10 WELDED WIRE MESH #4 REBAR AT PERIMETER 2” WET TYPE INSULATION
1” LOW-E INSULATED GLASS SLIDING ALUMINUM STOREFRONT GLAZING ALUMINUM STOREFRONT GLAZING FRAMING P.T. SHIM SILICON SEALANT P.T. SHIM INTERIOR POLYCARBONATE FRAMING AND GASKETS 3” SQUARE TUBE STEEL STEEL ANGLE BEYOND STEEL COLUMN BEYOND 1 7/8” POLYCARBONATE WALL PANELS INTERIOR POLYCARBONATE FRAMING AND GASKETS P.T. SHIM SILICON SEALANT 6” CONCRETE SLAB, POLISH FINISH
lateral cracing rods
D
#10 WELDED WIRE MESH #3 REBAR AT PERIMETER
1’-7”
3/8” bent steel plate
ROOF CONSTRUCTION: G 2” X 8” CUT VENTS AT TOPPING SLAB ON STEEL WIDE FLANGE 8” STEEL DECK AND CONCRETE 8’-0” O.C. MIN SECTION, 3”RIGID INSULATION MINIMUM, TAPERED 1/4” PER FOOT TO 5 x 5 STEEL ANGLE P.T. SHIM ROOF DRAINS WITH TWO LAYERS FULLY ADHERED EPDM ROOFING SILICON SEALANT
polycarbonate framing and integral venting
G
K
primary steel structural framing
3/8” STEEL TRIM PLATE
EXTERIOR POLYCARBONATE FRAMING AND GASKETS
2’-0” polycarboante panels
F
H
secondary steel structural framing
SPRAY-IN INSULATION, 4” MIN.
2” X 8” CUT VENTS AT 8’-0” O.C. MIN P.T. SHIM SILICON SEALANT
1’-7”
G
long span decking
N
steel overhang supports with standoffs
E
STEEL ANGLE BEYOND 3” SQUARE TUBE STEEL 1 7/8” POLYCARBONATE WALL PANELS EXTERIOR POLYCARBONATE FRAMING AND GASKETS SILICON SEALANT P.T. SHIM 3/8” STEEL PLATE HEADER
reinforced concrete decking
3/8” steel trim plate
N
1 7/8” POLYCARBONATE WALL PANELS INTERIOR POLYCARBONATE FRAMING AND GASKETS 3” SQUARE TUBE STEEL SILICON SEALANT P.T. SHIM SLIDING ALUMINUM STOREFRONT GLAZING ALUMINUM STOREFRONT GLAZING FRAMING
tapered insulation + two layers EPDM roofing
A
primary structral steel column
STEEL COLUMN BEYOND
H
concrete paver system on standoffs
SECOND FLOOR + 15’-2”
detail 02 | 1 1/2” = 1’-0”
1 7/8” POLYCARBONATE WALL PANELS INTERIOR POLYCARBONATE FRAMING AND GASKETS 3” SQUARE TUBE STEEL SILICON SEALANT P.T. SHIM SLIDING ALUMINUM STOREFRONT GLAZING ALUMINUM STOREFRONT GLAZING FRAMING
detail 02 | 1 1/2” = 1’-0”
D
guard rail posts at 8’-0” o.c.
B
BS02 | transverse building section | FIRST FLOOR + 0’-0”
nts
C
CORRIDOR
LOUNGE SEATING
DINING SEATING WALL SECTION 01
1/4”=1’-0”
wall section 01 |
BS02 | transverse building section |
D
BOWLING ALLEY
E
3/4” = 1’-0”
WALL SECTION 01 1/4”=1’-0”
F
G
“blur” The concept of “blur” was developed to obscure the relationship between interior and exterior spaces and enhances the visual relationship of the program within and around the building. A translucent polycarbonate double skin is used continuously around the entire perimeter of the conditioned space creating an active perimeter to encourage fluid interactions through the skin. The systems of the building were developed to support the passive double skin and the high level of activity around the periphery. The proposed Student Union provides a flexible backdrop for the vibrant life of the campus.
INDIGO PINE (east&west) C L E M SON, sou t h carol i n a
To collaborate on the design, construction, and promotion of a prototypical, three bedroom, 1000 sqft, low environmental impact, net-zero, solar house that is cost-effective in today’s market and comfortable under South Carolina’s climate. Our studio picked up in the ladder of the project, having the challenge of finishing the design and building the prototype in the Botanical Gardens of Clemson, SC.
M.Arch Studio 4 DESIGN + BUILD Professor: DAN HARDING
ASSEMBLY +
4’x8’ ALUMACORE
BEGIN ASSEMBLY
PARTS NESTED
TABS FOLDED
FLAPS FOLDED
FLAPS FOLDED; TABS RIVETED
81% EFFICIENCY 19% RECYCLED WASTE
PANELS OVERLAPPED
SCREW ATTACH TO WALL
PANELS SHINGLED
SCREW ATTACH TO WALL
The Indigo Pine Mobile (IPM) is a clever design addition to the Indigo Pine family. This mobile unit serves multiple purposes. During construction, IPM will serve as our shade, storage, and charging stations for all of our personal tools, safety equipment, and personal belongings. It will help Team Clemson maintain an organized and well-kept site, and prevent tools and equipment from getting lost. In addition, IPM is a useful tool for outreach. Built on a 4’x8’ trailer, it’s compact size allows it to be towed to any location as an exhibit for Indigo Pine, as well as the Sim[PLY] system.
Another amazing innovation displayed on Indigo Pine is the siding system developed by Team Clemson. Similar to the Sim[PLY] system, the siding is made by cutting sheet goods using a CNC machine. However, instead of using a wood product as Sim[PLY] does, the siding system uses a metal composite panel that is cut, as well as etched, then folded and secured in place using rivets and a hand powered rivet gun. Not only does the siding attach quickly and easily to the house, it also creates a 2” air barrier between the siding and sheathing, allowing heat and vapor to escape through vertical channels in the siding before hitting the house.
Sheathing is typically cut on site and yields lots of waste by trying to adjust pieces to fully cover sections of wall. At Indigo Pine, it is impossible to attach a piece of sheathing “out of square,” because there are registration holes that are pre-cut into each piece that accept a corresponding tab from the wall studs. With Indigo Pine, simply press the board into place, drill in some screws with your electric driver, and tape the seams. All done!
INDIGO PINE mobile (IPM)
CNC-CUT SIDING
PRE-CUT SHEATHING
TILT-UP WALLS
LEVELING JOISTS
CMU FOUNDATION
Similar to a traditional lumber framing construction method, each of the walls of Indigo Pine are constructed flat on the ground, then tilted up upright into place. However, unlike conventional techniques which rely on nails to secure the wall into its standing position, Sim[PLY] has a built-
Indigo Pine features a series of 5 “leveling joists” which run along the east-west axis of the home. These joists have been created specifically to match the slope of the site of Indigo Pine, which Team Clemson surveyed during a visit to Irvine in January, 2015. They are cut to
SHOWN: INDIGO PINE EAST
Despite being one of the most expensive components of any house, very few foundations contribute anything to the house besides a base to sit on. The foundation of Indigo Pine is different. The main load of Indigo Pine is carried along the perimeter and down the center of
my contribution Spring 2015 Solar D studio: “parts Fabricator�. Export components of bim model that was modeled full scale and structurally tested to ensure our simply system was able to provide an efficient and stable structure. Started the build of Indigo Pine East (ipe) located in the botanical Gardens in Clemson, sc. This was a complete build that lasted remainder of semester and continued into a graduate asst. for myself & 7 others to finish construction. I was able to gain experience in all phases of the construction of IPE from foundation to installation of solar panels. 2015 d.o.e. solar decathlon, irvine ca.: Completed construction of indigo pine west (ipw) in 9 days. 6Th place overall, 2nd in architecture. the biggest acheivement was our team working together flawlessly to build ipw as a group of students without any outside contractors or construction crews.
AFTER CAREFUL CONSIDERATION OF SEVERAL AREAS OF OPPORTUNITY, OUR TEAM OF TWO (JUSTIN HAMRICK + WILL HINKLEY) HAS CHOSEN to RE-DEVELOP THE EXISTING COMMUNITY CENTER OF NICHOLTOWN AND ITS SURROUND AREAS. THIS PROPOSAL IS BASED ON a CONVERSATION WITH THE STAFF OF THE CURRENT COMMUNITY CENTER AND PERSONAL ANALYSIS OF THE EXISTING FACILITY. AFTER ESTABLISHING AN UNDERSTANDING OF WHAT THE COMMUNITY CENTER OFFERS, WHAT IT IS CAPABLE OF OFFERING, AND WHAT IT NEEDS, OUR PROPOSAL IS A THREE-PHASE, 38 MONTH PROCESS; AIMED AT REDEVELOPING AND ENHANCING THE EXISTING FACILITY, AND CREATING OPPORTUNITIES FOR PUBLIC INTERATION WHICH CAN BE EXTENDED THROUGHOUT THE COMMUNITY.
Introducing Flexibility G r e e nv i lle , s out h carol i n a
M.Arch Studio 3 ProgramS: Rhino & Revit Professor: Alibright, Heine, Ersoy, Franco
phase 2
phase 1
phase 3
COMPLETE P
P
1.4
1.1
1.3
2.2 1.5
2.1
1 month
1.2 primary building construction
6 monthS
1.3 sitework = ramp + infill
2 monthS
1.4 build secondary building
6 monthS
1.5 landscaping
1 month
2.1 clear trees for nichol street park
1 month
P
P
1.2
1.1 grading of facilities & Parking de-construct primary building pave new parking lot
2.4
3.2 3.1
3.3
2.2 establish nichol street park pave secondary parking lots bus stop at park 2.3 primary path established
13 monthS 1 month
2.4 enhance the ‘cut’ 1 month add secondary path gandy street parking connection
3.1 grading for sidewalks + buffer 1 month 3.2 lay sidewalks+buffer+curbs 3 montHS 3.3 place trees+ street lights 2 monthS
main level(s)
mixing everyday materials FREE LOBBY EXISTING LAYCAFETERIA (precast OUTDOOR DINING concrete + OPEN KITCHEN DAYCARE glass) with SLEEPING LOFT a new look BASKETBALL COURT
UP
scale : 1” = 10’
UP
scale : 1” =
UP
THE LAYOUT OF THE EXISTING COMMUNITY CENTER IS TOO TIGHT FOR DAILY FUNCTIONS. THE MAIN ENTRANCE IS CURRENTLY ON THE EAST SIDE OF THE
LOUNGE STORAGE
Ground Floor
N
UP
UP
DN
UP
upper level(s)
second floor
scale : 1” = 10’
FREE SEATING OPEN CLASSROOM COMPUTER LAB LIBRARY STAFF OFFICES DAYCARE BELOW FREE LOBBY BELOW DANCE STUDIO COURT (MAIN LEVEL)
flexible circulation
the propsed design offers a flexible layout focused around a central core. this allows user manipulation of the facility based on daily need and provides multiple spaces for different types of activities.
Nicholtown Community, Greenville, SC
NICHOLTOWN, LOCATED IN GREENVILLE, SC IS A NEIGHBORHOOD WITH A RICH HISTORY AND ONE WHICH COMMUNITY MEMBERS ARE BOTH INVOLVED WITH AND PROUD OF. THE SENSE OF “COMMUNITY” IN NICHOLTOWN IS EXTREMELY STRONG. PEOPLE ENJOY SOCIALIZING WITH ONE ANOTHER, THE CHILDREN ENJOY PLAYING WITH ONE ANOTHER, AND AS A WHOLE, THE COMMUNITY IS CONTINUOUSLY STRIVING TO IMPROVE AND ENHANCE THE DAILY LIVES OF THOSE WHO ARE A PART OF IT. THE NEIGHBORHOOD ASSOCIATION HOWEVER, IS ONLY CAPABLE OF DOING SO MUCH. THERE ARE COMMUNITIES LIKE THIS ACROSS THE NATION, ACROSS THE GLOBE; COMMUNITIES THAT ARE PROUD OF WHAT THEY HAVE, BUT COULD BENEFIT FROM SOMETHING MORE, SOMETHING RESPECTFUL, SOMETHING NEW. AFTER NUMEROUS VISITS TO THE NICHOLTOWN COMMUNITY, DISCUSSIONS WITH COMMUNITY MEMBERS AND THOSE INVOLVED WITH THE NEIGHBORHOOD ASSOCIATION, ONE IS ABLE TO ESTABLISH AN UNDERSTANDING OF HOW THE COMMUNITY EXISTS, ITS PROS + CONS, WHAT IT IS CURRENTLY UP TO, AND WHAT IT NEEDS HELP WITH. BASED ON THIS KNOWLEDGE, TEAMS OF TWO WERE ASKED TO DEVELOP A PROPOSAL, BASED ON THEIR KNOWLEDGE OF THE NEEDS OF THE COMMUNITY, THAT WILL BOTH BENEFIT AND TRANSFORM THE NICHOLTOWN COMMUNITY BOTH NOW AND IN THE FUTURE. THE PROPOSAL MAY BE OF ANY SCALE BUT SHALL CONSIST OF AN ARCHITECTURAL INTERVENTION OF SOME SCALE.
visually connected G r e e nv i lle , s out h carol i n a
The purpose of this project is to implement the design of an affordable house prototype. Having budget constraints led to economics being the driving factor behind the design decisions. Simple shape and simple design allows for a quick and easy PreFab Build. Taking advantage of the corner lot to create visual & physical public engagement. Deligating spaces for public & private and how the two spaces interacted visually and physically
M.Arch Studio 3 Program: Rhino + Auto Cad Professor: Alibright, Heine, Ersoy, Franco
a
3 Seperate modular prefab units to be built off site (structural). Section 1 & 2 bolted together on site. Section 3 hoisted up and anchored to both lower sections.
1
1� rigid Insulation (exterior). Control for dew point.
2
3 Adequate Overhangs For Summer Shading
GROUND LEVEL
Layered Cedar Siding
- 810 Total Sq. Ft. ($50.00 p/sq.ft.) - 1/2 Bath Downstairs (public) - Master Bed/Bath Upstairs - 2nd Bedroom Multipurpose
UPPER LEVEL
SITE PLAN 1. Public Courtyard
4
2. Private Back Porch 3. Parking 4. Main Entrance 5. Street Visuals
3 2
1
5
section a
section b
- Minimize Circulation Space - Open The Ground Floor/Fluid Space - Privitize The Upper Level - Courtyard Is The Focal Point
Stream line corrugated Aluminum Roofing 3’ x 20’ x 1/16” ($62.00 per sheet) $1027 Aluminum angle flashing 3” x 5” x 3/16” ($30.00 per 20’) $300 Angle clips for assembly 2” x 3” x 20 gauge Foamular 250 rigid foam ext. finish 4’ x 8’ x 1” ($19.00 R7) $1358 SBC Cedar siding ($51.00 p/box = 25sq’) 6” x 16” x 1/2” $841 Plywood Sheathing (southern yellow pine) 4’ x 8’ x 1/2” ($16.00) $1144 Steel C-channel section 1 1/2” x 3 1/2” x 25 gauge Goldbond fire resistant drywall 4’ x 8’ x 1/2” ($11.00) $907
COST ANALYSIS STEEL FRAMING ($20 p/sq.’) STEEL FRAME INTERIOR MATERIALS CONCRETE ($90 p/cubic yd) GLAZING
$16,000 $ 2,500 $ 9,500 $600
TOTAL
$36,100
3
$7,500
1
Open web steel joist 2”sq. tubing. 1/2” sq. stock Galvanized SAE hex bolts 10” x 1/2” ($12 per 15 box) $75 Steel support column (square tubing) 4” x 4” x 3/8” ($0.30 per pound) Solid bamboo flooring $1600 3 3/4” x 37 3/4” x 5/8” ($1.79 p/sq.’) AdvanTech OSB T&G subfloor 4’ x 8’ x 3/4” ($25.00) $825 Self tapping metal screws 6” x 5/16” ($40.00 p/100) $200 Angle clips for assembly 3” x 8” x 20 gauge Steel C-channel section 2” x 10” x 20 gauge
3 PRE-FAB Modules THROUGH MATERIAL REASEARCH, THE COST EFFECTIVE SOLUTION SEEMED TO BE CONSTRUCTING THE STRUCTURAL SYSTEM IN MODULAR SECTIONS OF STEEL OPPOSSED TO WOOD, CONCRETE, OR OTHER SYSTEMS. THIS ALLOWS FOR A COST EFFECTIVE PREFAB SYSTEM.
2
Anchor bolts 12” x 1/2” ($1.15 each) $20 Concrete footings 12” x 1/2” ($1.15 each)
east elevation
west elevation
south elevation
north elevation
Affordable House Prototype Nicholtown Community, Greenville, SC The main goals of this project: 1.) Create an affordable 40k house that is both economical and functional. 2.) Take advantage of being on a corner lot via courtyard and visual connections. 3.} Deligate between the private & public spaces but keeping strong visual connections among both. Since this project had budget constraints, I let economics be the driving factor behind the design. I chose to work with this simple L shape which proved to be effective. During the materials research, it was apparent that the cost effective solution was to go with a steel prefab structure. Something that could be built off site and trucked in. Prefab structures are less labor intensive and can allow the use of more capital means of production. These units are built in a controlled environment which makes construction safer, and utilizes materials efficiently by having much less waste. Pushing all the water utilities to the west side of the house, having less plumbing that equals a lower material and construction cost. Having arranged the longest wall north and minimizing the glass there (since most of the heat in the winter escapes there) and cladding it in this corrugated aluminum helps keep the house warm in the winter. The house is insulated with this 1” rigid insulation on the exterior that can hold the finish material and typical batt insulated interiors all to account for the thermal breaks from the metal structure. By minimizing circulation space and opening up the ground floor, allowed for as much natural lighting as possible to enter and diffuse throughout the space. This also created visual connections across the site. One could be in the kitchen and see across the courtyard into the living room, or could be out in the courtyard and interact with both street fronts and the interiors. This front courtyard serves as both public and private since it sits atop the site, the landscaping around it and as the grade falls off you could only be seen from certain areas. The back porch of the house is deligated to private space so the client could enjoy the outdoors with less distractions if desired. I wanted the house to be easily read so one could be outside and unfamiliar with the residence but could distinguish between the public and private spaces. Opening up the ground floor, being more translucent and having the upstairs being more opaque. The downstairs houses the living and dining areas, kitchen, half bath, laundry, and access to the courtyard and back porch. The Upstairs is the more private area, as it has the master bedroom and bathroom and the 2nd room which is somewhat multipurpose and could act as a second bedroom, guest room, or office. As a steel building doesn’t have that traditional ‘homey’ feeling, I clad the upstairs in wood, which reads as a much more warm space and finished the interior with sheetrock so the upstairs would be something traditional and comfortable like our client is use to living in. So this wall section is where the 3 modules meet along the longest north façade. Here you can see all the materials that are used and how the 3 sections are bolted together. Utilizing mostly lightweight steel helped keep the cost down, and is priced between $15 - $32 per sq. ft. just for the steel frame. Calculated at the higher end of $30 results in a cost of $24,300. With all other materials, excluding labor puts the total cost of materials at $33,644.
HN E WI GY O HR K LC I TYI N, HIGE H LINE ART & LIFE NYC Kunstahl Museum. The program was based around gallery space, displaying various art, and connection with the high line. From our site visit, it was prevelant that real estate is highly valued and most existing buildings have adapted residence space above the initial program. This led me to add to our original program and incorporate residential and artist live/work space above the museum, overlooking the high line. This would allow traveling artist a place to stay and work while installing projects for the museum. And also, operate in a sense as the MOMA museum in NYC does; supplying residence above to help fund the museum below.
M.Arch Studio 2 Professor: Junichi Satoh Program: Rhino
Chelsea, NYC
Site Plan
Residential Tower: 16 Apts. 600sq. ft. Artist Live & Work Space: 8 studios 1200sq. ft. Cat Walk Gallery & Viewing Platform Main Street Entrance for Museum
SELECTIVE SECTION
Underpass for Courtyard & Sub Gallery
Clemson University M.Arch jhamri33@gmail.com 704 284 3427