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M A T T H E W R O N G A<br />
P O R T F O L I O
F I R E H O U S E<br />
The objective of this project was to develop the new Pittsburgh Bureau of Fire, Station<br />
44 in the Hill district. The facility was required to house a crew of 30 firefighters as well<br />
as three fire chiefs and three lieutenants. The new station needed to serve as a<br />
gathering point, landmark, and safe haven for the area residents and surrounding<br />
neighborhoods and provide an inclusive, welcoming space of civic and community<br />
pride.<br />
My project underwent many revisions over the course of the semester as I strived to<br />
create a space in the core of the fire house that would embody these elements of<br />
community, breeding social interaction among firefighters, chiefs, lieutenants, and<br />
members of the community visiting the space. This space ended up manifesting in the<br />
form of a multitstory, multipurpose amenity space in the heart of the station. Once this<br />
feature was established the rest of the project soon fell into place with a heavy focus<br />
on site design as well as circulation.
Apparatus Bay<br />
5 1
+1132<br />
10<br />
9<br />
8<br />
7<br />
6<br />
5<br />
4<br />
3<br />
2<br />
1<br />
1:11<br />
3<br />
2<br />
1<br />
7<br />
6 Bioretention Garden<br />
5<br />
4<br />
3<br />
2<br />
1<br />
F I R E H O U S E<br />
+1162' - 0"<br />
+1159' - 3"<br />
Outdoor Recreation Area<br />
F.F Residential<br />
+1149' - 6"<br />
Apparatus Bay<br />
+1135' - 6"<br />
+1126' - 0"<br />
ighter ammenity, and community spaces<br />
+1132<br />
Community Parking<br />
1:40<br />
+1132<br />
+1130 1/2<br />
1:5<br />
+1132 1/2<br />
+1126<br />
+1126 +1135<br />
Firefighter entrance<br />
Community entrance 1 (to intermediary floor above bathrooms)<br />
Workshop (162 sqft)<br />
Decontamination Laundry<br />
+1126 +1126<br />
Emergency medical supply/<br />
SCBA<br />
+1126<br />
Dining<br />
+1126<br />
Bathroom 1<br />
Bathroom 2<br />
Quiet room/office +1126<br />
+1126<br />
+1126<br />
+1135<br />
+1136 1/2<br />
Community entrance 2 (to intermediary floor above bathrooms)<br />
+1138<br />
Kitchen<br />
+1126<br />
Storage<br />
+1126<br />
+1126<br />
Lobby<br />
+1126<br />
Apparatus Bay<br />
+1126<br />
Community<br />
+1126<br />
Fitness<br />
+1126 Community entry vestibule<br />
Firefigther entry vestibule<br />
+1126<br />
Alarm Room<br />
+1126<br />
Laundry<br />
+1126<br />
Basketball<br />
+1126<br />
1:5<br />
Bus Stop<br />
Site Plan<br />
1/16" = 1'<br />
5 10<br />
20<br />
40
+1148 3/4<br />
Officer Suite Bathroom<br />
Seating/Rest Area<br />
Reading Room<br />
Second Level Community<br />
Lockable Storage<br />
Kitchen<br />
Heat Pump Room<br />
1/16 Building Model<br />
Bioretention Garden<br />
+1126<br />
Fire fighter entrance<br />
+1126<br />
+1135<br />
Community entrance 1<br />
Office<br />
+1148 3/4<br />
Bedroom<br />
+1148 3/4<br />
+<br />
F.F Sleeping Quarters<br />
+1148 3/4<br />
F.F Sleeping Quarters<br />
+1148 3/4<br />
Lockable storage<br />
Bathroom<br />
+1148 3/4<br />
Amenity space<br />
+1148 3/4<br />
+1126<br />
Bathroom<br />
+1148 3/4<br />
Bathrooms<br />
+1148 3/4<br />
Lockable storage<br />
+1148 3/4<br />
F.F Sleeping Quarters<br />
+1148 3/4<br />
Office<br />
+1148 3/4<br />
Bedroom<br />
Firefigther entry vestibule<br />
+1126<br />
F.F Sleeping Quarters<br />
+1148 3/4<br />
F.F Sleeping Quarters<br />
+1148 3/4<br />
1/8 Structural Model<br />
Second Floor Plan<br />
1/16" = 1'<br />
1:11<br />
Basketball<br />
+1126<br />
5 10<br />
20<br />
40
F I R E H O U S E
B A T H O U S E
The objective of this project was to create a bathhouse in New York City that would<br />
appeal to residents in the surrounding neighborhood as well attract non-residents. The<br />
site is located on the East River, in the Turtle Bay neighborhood of Manhattan; a<br />
neighborhood which, from my observations on site, could be characterized by the narrow<br />
streets consisting of long stretches of continuous brick facade.<br />
Taking this into consideration, I wanted to symbolically open up this facade to expose a<br />
more natural space, one that I hoped would provide a striking contrast to the<br />
surrounding buildings.
B A T H O U S E
4th Floor<br />
3rd Floor<br />
2nd Floor<br />
1st Floor
B O A T H O U S E<br />
The objective for this project was to create a boathouse from<br />
which visitors could rent and launch boats. The site assigned was<br />
located in Bald Eagle State Park, a park local to State College,<br />
which consists of a large lake surrounded by miles of forests. The<br />
boathouse was to be built on a small strip of land on the edge of<br />
the lake, accompanied by a dock and/or boat launch. As this may<br />
imply, one of the challenges we were faced with when designing<br />
was having to find a way to incorporate the essence of the lake<br />
into our building through the form of our structure.<br />
I looked to approach this challenge in my design by creating a<br />
structural system that would allow me to cantilever large CLT<br />
members on top of the two buildings, in hopes of creating the<br />
illusion that the buildings were hovering above the water's<br />
surface, similar to a Bald Eagle hovering above the surface of a<br />
lake.
B O A T H O U S E
E U R O P E A N<br />
C A F E<br />
The objective of this project was to create a cafe that would bridge the gap between the academic and residential p<br />
College. The site is located between these two parts of town, on College Avenue, a street that runs through the<br />
downtown area. As a result, one of the challenges we were faced with when designing was having both the univers<br />
residential scale in mind, bringing people from both areas together in a cohesive space.<br />
I took on this challenge by creating a cafe made up of two very distinct sections. The side closer to the university re<br />
campus, with the ceiling raised higher and the plan allowing for the free flow of people through the space. The side<br />
residential part of town reflects aspects of the residential neighborhoods, following a more rigid separation of spac<br />
ceilings. I chose to unite these two spaces by creating a staircase/ramp system that would ease the difference in he<br />
while also creating a space for performers and the general gathering of people.
arts of State<br />
ity and<br />
flects aspects of<br />
closer to the<br />
e and lower<br />
ight on the site,
E U R O P E A N<br />
C A F E<br />
CAFE del MONDO
Bathroom 2<br />
Bathroom 1<br />
Urban Outfitters<br />
Harpers<br />
Office<br />
Pantry<br />
Kitchen<br />
Counter<br />
College Avenue
T R A I N<br />
S T A T I O N<br />
The objective of this project was to create a train station in the city of Pueblo, Colorado that would replace the<br />
historic Pueblo Union Depot, damaged beyond repair in the Pueblo Flood of 1921. The program called for a<br />
restaurant, retail space, and thorough site design in addition to all of the program typical to a train station.<br />
From a design standpoint I wanted the upper terminal to resemble a truss bridge, a bridge typically associated<br />
with the transport of goods via railway. I achieved this by running a parallel chord truss along the perimeter of the<br />
building, a move that structurally would help to support the ceiling and at the same time provide lateral support.<br />
Underneath I wanted the bottom terminal to be as light as possible, using primarily glass. This move, in<br />
combination with a large two and a half foot deep reflecting pool running through the middle of the site, I hoped<br />
would put even greater emphasis on the upper mass and reinforce the bridge motif.
5'<br />
1<br />
1<br />
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33<br />
2<br />
3 4 5 6 7 8 9 10 11 12<br />
5'<br />
5'<br />
36 37 38 39 40<br />
13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39<br />
34<br />
35<br />
40<br />
21<br />
20<br />
19<br />
18<br />
17<br />
16<br />
15<br />
14<br />
13<br />
12<br />
11<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
33<br />
34<br />
35<br />
36<br />
37<br />
38<br />
39<br />
40<br />
41<br />
42<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
5'<br />
1<br />
1<br />
2<br />
2<br />
3<br />
4<br />
5<br />
6 7 8 9 10 11 12 13 14 15 16 17 18<br />
27 28 29 30 31 32 33<br />
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18<br />
27 28 29 30 31 32 33 34 35 36 37 38<br />
5'<br />
5'<br />
34<br />
35<br />
36<br />
37<br />
38<br />
37<br />
39<br />
39<br />
40<br />
40<br />
21<br />
20<br />
19<br />
18<br />
17<br />
16<br />
15<br />
14<br />
13<br />
12<br />
11<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
31<br />
32<br />
33<br />
34<br />
35<br />
36<br />
37<br />
38<br />
39<br />
40<br />
41<br />
42<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
A B C D E F G H<br />
A B C<br />
D E F G H<br />
1<br />
1<br />
Restaurant<br />
+4787<br />
2<br />
2<br />
3<br />
3<br />
4<br />
4<br />
Ticket sales<br />
+4754<br />
1:12 Up<br />
5<br />
5<br />
6<br />
8<br />
Up 7:12<br />
6<br />
8<br />
10<br />
Bathroom<br />
+4754<br />
Up<br />
1:12<br />
10<br />
Bathroom<br />
+4787<br />
Up 1:12<br />
Seasonal Retail<br />
+4754<br />
Seasonal Retail<br />
+4754<br />
Seasonal Retail<br />
+4754<br />
Seasonal Retail<br />
+4754<br />
Bathroom<br />
+4754<br />
Seasonal Retail<br />
+4754<br />
Seasonal Retail<br />
+4754<br />
Bathroom<br />
+4787<br />
11<br />
11<br />
11<br />
11<br />
Mechanical Room<br />
(for AHUs)<br />
+4787<br />
Up 7:12<br />
12<br />
12<br />
Entrance Hall<br />
+4787<br />
Entrance Hall<br />
+4754<br />
Seasonal Retail<br />
+4754<br />
Seasonal Retail<br />
+4754<br />
13<br />
13<br />
Pueblo Railway M<br />
14<br />
14<br />
15<br />
15<br />
Seasonal Retail<br />
+4754<br />
Seasonal Retail<br />
+4754<br />
16<br />
Security<br />
+4754<br />
Up 7:12<br />
16<br />
Up 7:12<br />
Security<br />
+4787<br />
17<br />
17<br />
18<br />
18<br />
19<br />
Waiting<br />
+4754<br />
19<br />
Mechanical Room<br />
(heat pump for R.F)<br />
Security<br />
+4787<br />
20<br />
20<br />
Up 7:12<br />
21<br />
Up 7:12<br />
21<br />
Up 7:12<br />
22<br />
Up 7:12<br />
22<br />
S.W Chief Line<br />
23<br />
23<br />
24<br />
24<br />
Front Range Line 1<br />
1<br />
Up 7:12<br />
1<br />
2 3 4 5 6 7 8 9 10 11<br />
Up 7:12<br />
25<br />
26<br />
12<br />
13<br />
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39<br />
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40<br />
27<br />
40<br />
Up 7:12<br />
1<br />
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18<br />
26 27 28 29 30 31 32 33 34 35 36 37 38 39<br />
Up 7:12<br />
1 2 3 4 5<br />
25<br />
26<br />
6 7 8 9 10 11 12 13 14 15 16 17 18<br />
26 27 28 29 30 31 32 33 34 35 36 38 39<br />
27<br />
40<br />
40<br />
28<br />
28<br />
29<br />
Front Range Line 2<br />
29<br />
30<br />
30<br />
Scale 1/8th<br />
Scale 1/8th<br />
N<br />
N<br />
First Floor Plan<br />
Second Floor Plan
13<br />
T R A I N<br />
S T A T I O N<br />
A<br />
B<br />
C<br />
D<br />
E<br />
F<br />
G<br />
H<br />
A B C D E F G H<br />
A B C D E F G<br />
H<br />
7' - 0" 9' - 8" 4' - 8" 5' - 4" 3' - 0" 6' - 6" 7' - 0"<br />
7' - 0" 9' - 8" 4' - 8" 5' - 4" 3' - 0" 6' - 6" 7' - 0"<br />
7' - 0"<br />
9' - 8"<br />
4' - 8" 5' - 4" 3' - 0" 6' - 6"<br />
7' - 0"<br />
1<br />
1<br />
1<br />
12' - 6"<br />
12' - 6"<br />
12' - 6"<br />
2<br />
2<br />
2<br />
9' - 8"<br />
9' - 8"<br />
T.O Slab<br />
4760' - 0"<br />
9' - 8"<br />
T.O Slab<br />
4777' - 0"<br />
3<br />
3<br />
W 16 by 26<br />
3<br />
6' - 3"<br />
4<br />
16' - 0"<br />
5<br />
9' - 0"<br />
6<br />
6' - 3"<br />
4<br />
16' - 0"<br />
5<br />
9' - 0"<br />
6<br />
T.O.C 4759" - 6"<br />
W 10x50<br />
T.O.C 4759" - 6"<br />
W 10x50<br />
T.O.C 4759" - 6"<br />
W 10x50<br />
W 16 by 26<br />
4" corrugated<br />
metal deck w.<br />
2" concrete<br />
topping<br />
T.O.C 4759" - 6"<br />
W 10x50<br />
W 16 by 26<br />
6' - 3"<br />
4<br />
16' - 0"<br />
5<br />
9' - 0"<br />
6<br />
4 foot deep truss<br />
16" prestressed<br />
hollowcore<br />
planks<br />
4" by 45"<br />
4 foot deep truss<br />
7' - 0"<br />
T.O Slab<br />
4750' - 0"<br />
7' - 0"<br />
T.O Slab<br />
4760' - 0"<br />
7' - 0"<br />
T.O Slab<br />
4777' - 0"<br />
8<br />
8<br />
8<br />
16' - 0"<br />
10<br />
16' - 0"<br />
10<br />
W 16 by 26<br />
16' - 0"<br />
10<br />
16' - 0"<br />
11<br />
3' - 0"<br />
11<br />
All footings in this portion of<br />
the foundation plan are 6 and<br />
a half feet below the rest of<br />
the footings. This accounts for<br />
2 and a half feet of water, a<br />
foot of concrete at the bottom<br />
of the water feature, and<br />
another 3 feet seperating the<br />
footings from the bottom of<br />
concrete bathtub above.<br />
16' - 0"<br />
11<br />
3' - 0"<br />
11<br />
W 16 by 26<br />
16' - 0"<br />
11<br />
3' - 0"<br />
11<br />
12<br />
13' - 0"<br />
12<br />
13' - 0"<br />
W 16 by 26<br />
W 16 by 26<br />
12<br />
13' - 0"<br />
16' - 0"<br />
T.O Slab<br />
4750' - 0"<br />
16' - 0"<br />
13<br />
T.O.C 4759" - 6"<br />
W 10x50<br />
W 16 by 26<br />
W 16 by 26<br />
T.O Slab<br />
4760' - 0"<br />
16' - 0"<br />
13<br />
T.O Slab<br />
4777' - 0"<br />
13' - 0"<br />
14<br />
3' - 0"<br />
15<br />
13' - 0"<br />
14<br />
3' - 0"<br />
15<br />
T.O.C 4759" - 6"<br />
W 10x50<br />
W 16 by 26<br />
W 16 by 26<br />
13' - 0"<br />
14<br />
3' - 0"<br />
15<br />
4 foot deep truss<br />
4 foot deep truss<br />
16' - 0"<br />
16' - 0"<br />
16' - 0"<br />
16<br />
4' - 0"<br />
17<br />
2' - 6"<br />
18<br />
16<br />
4' - 0"<br />
17<br />
2' - 6"<br />
18<br />
W 16 by 26<br />
W 16 by 26<br />
16<br />
4' - 0"<br />
17<br />
2' - 6"<br />
18<br />
9' - 8"<br />
9' - 8"<br />
9' - 8"<br />
19<br />
19<br />
T.O Slab<br />
19<br />
T.O Slab<br />
4760' - 0"<br />
4777' - 0"<br />
16' - 0"<br />
20<br />
3' - 0"<br />
21<br />
16' - 0"<br />
20<br />
3' - 0"<br />
21<br />
16' - 0"<br />
20<br />
3' - 0"<br />
21<br />
4 foot deep truss<br />
4 foot deep truss<br />
14' - 0"<br />
14' - 0"<br />
14' - 0"<br />
22<br />
22<br />
22<br />
15' - 3"<br />
15' - 3"<br />
15' - 3"<br />
23<br />
23<br />
23<br />
16' - 0"<br />
16' - 0"<br />
T.O Slab<br />
4760' - 0"<br />
16' - 0"<br />
T.O Slab<br />
4777' - 0"<br />
24<br />
24<br />
24<br />
14' - 0"<br />
25<br />
3' - 0"<br />
26<br />
14' - 0"<br />
25<br />
3' - 0"<br />
26<br />
4" corrugated<br />
metal deck w.<br />
2" concrete<br />
topping<br />
14' - 0"<br />
25<br />
3' - 0"<br />
26<br />
16" prestressed<br />
hollowcore<br />
planks<br />
4" by 45"<br />
9' - 0"<br />
9' - 0"<br />
9' - 0"<br />
27<br />
3' - 0"<br />
28<br />
3' - 0"<br />
29<br />
27<br />
3' - 0"<br />
28<br />
3' - 0"<br />
29<br />
27<br />
3' - 0"<br />
28<br />
3' - 0"<br />
29<br />
16' - 0"<br />
16' - 0"<br />
16' - 0"<br />
30<br />
30<br />
30<br />
Foundation Plan<br />
First Floor Plan<br />
Second Floor Plan
7' - 0"<br />
A<br />
7' - 0"<br />
B<br />
9' - 8"<br />
C D E F G H<br />
4' - 8" 5' - 4" 3' - 0" 6' - 6" 7' - 0"<br />
Structural Strategy<br />
1<br />
12' - 6"<br />
2<br />
9' - 8"<br />
3<br />
6' - 3"<br />
4<br />
10 foot tall perimeter truss<br />
W 16 by 26<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
T.O Slab<br />
4787' - 0"<br />
The first floor my proposal is structured independently of the second floor. The first floor structure consist<br />
of of W 10 by 50 steel columns with W 16 by 26 steel beams.<br />
The second floor is supported by reinforced concrete cores rather than columns. And rather than<br />
spanning the short dimension using steel beams I chose to use 45 by 4 foot 16 in thick hollowcore<br />
planks. These planks rest on top of steel trusses positioned inbetween the concrete cores in the long<br />
direction.<br />
The roof of the second floor is supported by two large steel and or concrete trusses that runs along the<br />
perimeter of the second floor in the long direction.<br />
16' - 0"<br />
5<br />
9' - 0"<br />
6<br />
8<br />
16' - 0"<br />
10<br />
16' - 0"<br />
11<br />
3' - 0"<br />
11<br />
W 16 by 26<br />
W 16 by 26<br />
W 16 by 26<br />
W 16 by 26<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
4" corrugated<br />
metal deck w.<br />
2" concrete<br />
topping<br />
T.O Slab<br />
4787' - 0"<br />
I also have yet to decide whether or not I want to use the hollowcore planks again for the roof to remove<br />
the need for columns or whether a thinner metal deck would be more appropriate. If I chose metal deck<br />
for the roof this would obviously require me to add columns.<br />
Hollowore Plank<br />
I like the choice of prestressed hollowcore plank to support the second level because it reduces the<br />
need to for steel beams and allows for a more compact section.<br />
The typical size of each plank is 4 by 50 with the exception of a few planks that vary. While this may<br />
seem too big for transport I figure that there may be some way trains can be used to transport these<br />
pieces to the site.<br />
1' - 4"<br />
0' - 1" 0' - 6" 0' - 11" 2' - 6"<br />
13' - 0"<br />
12<br />
W 16 by 26<br />
16' - 0"<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
T.O Slab<br />
4787' - 0"<br />
13<br />
W 16 by 26<br />
13' - 0"<br />
14<br />
3' - 0"<br />
15<br />
W 16 by 26<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
16' - 0"<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
16<br />
4' - 0"<br />
17<br />
2' - 6"<br />
18<br />
9' - 8"<br />
19<br />
W 16 by 26<br />
W 16 by 26<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
T.O Slab<br />
4787' - 0"<br />
16' - 0"<br />
W 16 by 26<br />
20<br />
3' - 0"<br />
21<br />
10 foot tall perimeter truss<br />
14' - 0"<br />
22<br />
15' - 3"<br />
W 16 by 26<br />
23<br />
16' - 0"<br />
W 16 by 26<br />
24<br />
10 foot tall perimeter truss<br />
14' - 0"<br />
4" corrugated<br />
metal deck w.<br />
2" concrete<br />
topping<br />
25<br />
3' - 0"<br />
26<br />
9' - 0"<br />
27<br />
3' - 0"<br />
28<br />
3' - 0" W 16 by 26<br />
29<br />
16' - 0"<br />
W 16 by 26<br />
30<br />
Roof Plan<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
T.O.C 4786" - 6"<br />
W 10x50<br />
T.O Slab<br />
4787' - 0"<br />
Assignment 4 Structure
T R A I N<br />
S T A T I O N<br />
1 2 3 4 5 6 7<br />
8 9 10 11 12<br />
4791' - 0"<br />
4781' - 0"<br />
4777' - 0"<br />
4764' - 0"<br />
4758' - 6"<br />
Scale 1/8th<br />
N<br />
31 28 27 26 25 24<br />
23<br />
22<br />
21<br />
20 19<br />
18 17 16 15<br />
4791' - 0"<br />
4781' - 0"<br />
Outdoor obsevation deck<br />
Waiting<br />
Stairs to Front Range<br />
Platforms<br />
Waiting<br />
Stairs to Southwest<br />
Cheif Platform<br />
Mechanical<br />
4777' - 0"<br />
4764' - 0"<br />
4758' - 6"<br />
Waiting<br />
Scale 1/8th<br />
N
13 14<br />
15 16 17<br />
18 19 20 21<br />
22 4<br />
24 25 26 27 28 31<br />
Southeast Elevation<br />
14 13 12 11<br />
10 9<br />
8 7 6<br />
5 4 3 2<br />
1<br />
Mechanical<br />
Bathrooms<br />
Lobby for elevator and ramp<br />
Restaurant<br />
Bathrooms<br />
Ticket sales<br />
Entry<br />
Vestibule<br />
Section from Road to River
O T H E R<br />
PRECEDENT STUDY<br />
The following are documents from a group precedent study of a sauna in Gothenburg,<br />
Sweden. My contribution to the group consisted of documents that analyzed the<br />
materiality and structure of the buildings within the complex.
CHAIR DESIGN<br />
The objective of this project was to create and produce a chair made of laminated<br />
wood members. The document below shows the joinery and members that were<br />
required for our chair as well as the assembly of each component. Below that are two<br />
of the laminated wooden members we produced as a group.