ZOOMCAt 14
Judson Moore ZOOMCAt 14 selected work
This section of work represents a continued development of research and practice spanning professional architectural projects, research projects, competitions, and process. The projects are grounded in an ongoing interest in the integration of architectural systems and specific places. They explore the utilization of cultural, environmental and programmatic resources at effective material and temporal scales.
selected work Henry Point HW67 Aeratorpark Big Bay Tactile Spectrum Process
HENRY POINT HOUSE HAYDEN LAKE ID
The Henry Point project is a 830 sf loft addition and intensive reprogramming of an existing lake cabin in northern Idaho. Located on a hillside property overlooking Hayden Lake, the project connects a constant rotation of family and friends to the surrounding landscape through a series of extensive decks and operable facades that create large indoor/outdoor gathering spaces, while providing the ability of the cabin to function as two independent living areas. The addition is shifted back and realigned to produce a sequence of spatial filters that smoothly mediate levels of exposure for more private areas of the home and take advantage of numerous views to the lake. Remaining connected through the common the programs of kitchen, dining, and living areas, the addition and existing cabin are designed as a series of transitional interior and exterior spaces, imbedded with the ability to programmatically reconfigure and adapt to seasons, lake lifestyle, and the evolving needs of a growing family.
1 existing living 2 kitchen 3 bedroom 4 bath 5 utility 6 living 7 bath 8 bedroom 9 deck 10 fire pit 11 existing deck 12 courtyard
layering of screen and environment
tree pattern studies
screen elevation studies
section looking north
HW67 HOUSE GLEN ROSE TX
The HW67 house constitutes a renovation of, and addition to, a historic landmark house in Glen Rose, Texas. Built in 1874 the original structure is constructed of locally quarried load bearing limestone and axe hewn cedar beams and lintels. A dilapidated and failing addition added in the early 1900’s was deconstructed and repurposed as material for the new addition encompassing a utility core of kitchen, bath, and dining space. The original shell and roof structure was preserved with revisions to internally damaged components including the floor joists and window treatments. A damaged portion of the second floor was removed to open up a full height living space and sleeping loft. The added components of the project are designed to respond to the encroaching highway (67) on the west frontage of the property while opening up to views of the river bottom and native landscape to the north and east. The project is currently under construction
10
9 6
8 7
5
4
3
2
1 2 3 4 5 6 7 8 9 10
1
hw67 house 0
1
5
15
front porch existing: living existing:living / study new stair utility landing kitchen living / dining east porch master restroom rock apron
AERATORPARK
MEDIATIVE URBANISMS COMPETITION LOUISVILLE KY
aeratorpark aerate: 1 : to supply or entrain a substrate with air (as a soil or a liquid) 2 : to supply with oxygen by respiration The aeratorpark is a new urban park and transit center for the city of Louisville, KY that integrates the productive potentials of transpor tation networks, alternative land use strategies and embedded remediation technologies to create a highly adaptable cultural center and highly functional pollutant filtering landscape.
7 13
4
Previously inhabited by distilleries and metal scrap yards, the site holds extraordinary potential as a cultural and metropolitan destination, but requires extensive clean up. Responding to the primary concern of contamination, the aeratorpark is strategized around the transformative and economical organization of remediation berms. Contaminated soil is efficiently graded into three areas of treatment, creating fields of phytoremediation furrows and filtering swales. All of the existing on-site materials, waste and structures are recycled and reorganized to detain, treat, and filter any previous or future pollutants. Additionally the berming produces a unique topography for numerous programmatic conditions as an urban park and transit hub. Building on the unique location and existing topography of the site, the aerator park employs the intelligent control of hydrology to facilitate the development two principle ecological zones. The condensing fields represent the open and previously programmed areas of the site. The berms filter water to treat existing soil conditions and aid in the passive control of hydrology. The creek bed, defined by steep embankments and western flood plain, is re-appropriated as an urban forest, fur ther filtering the sites watershed, and providing a viable carbon sink.
5
2 6
1
14 11
8 9
site plan 1. condensing field a_ high ground 2. condensing field b_ low ground 3. condensing field c_ playing fields 4. amphitheater 5. urban forest zone 6. creek and floodplain 7. main street connector 8. transfer center 9. mixed use /retail 01 10. mixed use / retail 02 11. transfer lot 12. grounds 13. main street bridge 14. primary circulation bridges 15. secondary circulation bridges
15
3
10
12
remediation berming plan
topographical zones and creek hydrology
NATIVE OVERSTORY SHELLBACK HICKORY SYCAMORE BLACK LOCUST PIN OAK
WILD RYE DEER TONGUE GRASS PANIC GRASS SWITCHGRASS REDTOP AGROSTIS ALSIKE CLOVER
carbon sink program type b
NATIVE UNDERSTORY AND HERBACOUS GRAY DOGWOOD AMERICAN HORNBEAM ARROW WOOD SEDGES CUTGRASS WILD MILLET
pollutants in SITE SECTION
+
>>
>>
GROUND COVER
remediation berms program type a
oxygen out
>
1
>2
landscaping
1 main pedestrian bridge
programming
2 playing field and pavilion
site overview
berm field cross country
BIG BAY
SITE DEVELOPMENT PACKAGE HATTIESBURG MS
The big bay site development package is a research project for reintegrating a developing lake side community into an existing riparian ecology outside of Hattiesburg Mississippi.
4-5': 1/2”/ft
28-48': .4% grade
berm 3:1
min 1’-6” base layer min w = 22’-26’
drain
local
shoulder
collector
generic road section
minimum reverse curves
20' 30' 35' dead end 48' 64'
28'
20' min turn radius
local collector
34' 20'
thoroughfare 48'
typical road widths
min turning radius
1600’ /400’
max dead end
1600' + max angle of intersection
min/max block max setback min setbacks
min stopping site distance_ collector min stopping site distance_ local
1000'
topography
natural infrastructural logics
watershed
min/max lot 35' /3000sf
min/max block
built infrastructural logics
min/max lot 35' / 6500sf
min/max lot 50' / 6500sf
min/max lot
50’
100’
native flora / fauna relationships by habitat typology and allocation 871’
20-40 10-30 brushy cover
20-50
<20
50-70
1742’
20-50
30-60 <10
mast hardwoods row crop cool season legumes / annual grains
5-20 5-50 2
10-40 5-50 2
5-50 2-5
20-80
10-80
10-30
% nws grass
bq
cr
Bobwhite Quail
Cottontail Rabbit
30-60
5-50 2-5 5-30
wt
Blocks 1 – 5 acres or strips ! 50’ wide
Blocks ! 2 acres or strips ! 50’ wide
2 acre strips
<10
Wild Turkey
White Tailed Deer
Blocks ! 2 acres
Blocks ! 2 acres
70-100
30-70
wtdr
gssb
glsb
Grassland songbirds (grasshopper sparrow, Henslow’s sparrow, eastern meadowlark, dickcissel)
Grass/shrub songbirds (field sparrow, blue grosbeak, indigo bunting, yellow- breasted chat)
Blocks ! 5 acres or strips ! 50’
Blocks or complexes ! 100 acres
wildlife habitat allocations [ % ranges ]
20
30 5
50
5 2
5
10
50
10
2
20
48
8
2
2
20
20
min
max
nom
bq
min visibility max cover
max visibility min cover
min
nom
15
30 20
10
10 min
cr
min / max wildlife habitat allocations [ % ranges ]
max
nom
wt
10
min visibility max cover
23
10
5
15
2 5
5 max visibility min cover
min
max
nom
wtdr
79
89
1 49 35
3
30
80 70
5
12 5 2
97
1
40
1
10
69
60
5
17
2
10 max
30 50
3
18
max visibility min cover
60
40
2
min visibility max cover
50
60
30
28 5 2
10
30
60
40
2
23
5 50
25 40 5
28
2
20
30
50
63
68 8
30
1 10
15
20
28
30
30 40
13
2
20
40
10
15
50
10
20
23
30 43
5 2
10
20
20
30 50
2 1
10
10 20
20
20
30
40
30 5 2 5 min visibility max cover
5 5 max visibility min cover
min
max
nom
gssb
min visibility max cover
max visibility min cover
min
max
nom
glsb
min visibility max cover
max visibility min cover
up slope transition forrested or farmed reclamation (high drainage)
down slope raparian transition (drain to lake)
mid-slope transition
landscape patterning conditions
road drainage ans screen wildlife corridor / buffer
mapping relationships between critical elevationsand lot development
redeveloped crown landscape common ara green space
wildlife corridor / buffer
down-slope of lot (unbuildable restriction)
buildable lot area U
road and filter
25’ min 2 yr 15’
15’
15’
15’
min 2 yr 15’
15’ 50’
wet swale generic cells min 2 yr
bioswale / habitat generic section
dry swale generic cells
buildable lot area D
down-slope of lot (unbuildable restriction)
existing natural creek drainage common ara green space
100
80
60
40
+
40.60.0
20
0
+
20.40.40 +
+
1.0
.00 33.32.35 waste destruction +
contains N or P
+
absorbable metal contaminates
45.25.30
70.30.0
+
sulfur or metals recoverable by precipitation
+
strippable contaminates
33.30.37
inorganic wastewater
+
+
+
pretreatment for oil and grease removal
+
concrete or asphalt stabilization pond
bare sand
solids recovery required anaerobic treatment
aeration required activated sludge aerated lagoon
oil / water separation
.4 .011 .01-.013 .01
.01-.016
graveled surface
.02
bare clay-loam
.02
.012-.03 .012-.033 .13
range (natural)
oil
short grass prairie
.15
.39-.63
.01-.20 .41
bermuda grass
+
.01-.32 .45
bluegrass sod
15.43.53
+
.35
dense turf
trickling filter or fixed-film reactor
land space avalible
biodegradeable
.03 .2
light turf
dense shrubbery and forrest litter
chemical/physical treatment
organic
20.35.45
20.30.50
.014
packed clay
pretreatment
n
>
air / steam stripping with offgas treatment
neutralization necessary
43.32.35
.012
biological N or P removal
Ion exchange activated carbon bioseparation
coagulation floculation sedimentation
smooth asphalt asphalt or concrete paving
.03-.048
10.40.50
20.80.0 +
+
search space
typical treatment tree
roughness coefficients > overland flow
> >
wetland mechanisms_
wetland/watershed minimum ratio
1
.8
.5
.2 .1
minumum L / W ratio
0
50
40
30
20
10
minimum drainage area
0
1
5
allocation treatment volume
10
15
100
80
60
40
20
0
allocation treatment area
100
80
60
40
+
In most wetland treatment systems two major mechanisms are at work, liquid / solid separations and constituent transformations. Separation methods typically include gravity separation, filtration, absorption, adsorption, ion exchange, stripping and leaching. Transformations are usually chemical, including reactions of oxidation and reduction, flocculation, acid/base reactions, precipitation, and an array of biochemical reactions occuring under anaerobic, anoxic, and aerobic conditions.
shallow marsh
0.2
1:1
25 ac
40.60.0
20.40.40
1:1
25 ac
+
+
extended detention wetland
.01
1:1
10 ac
20.30.50
Duration of the constituents at various levels, or depths, within the system control the general period of reactivity, and thus define the type and capacity of the wetland.
+
pocket wetland
.01 target
1:1 target
1-10 ac
20.80.0
2-5 yrs
1
0
50
40
20
10
outlet configuration
propogation technique
pondscaping suggested
land factor consumption
tributary watershed area
water balance
deep water cells
pollutant removal capability
native plant diversity
wildlife habitat potential
mulch transplant
emphasize wildlife habitat marsh microtopography buffer
high shallow marsh storage
DA :25<+ ac with dry weather Q
dry weather flow normal recommended to maintain water elevations
forebay channels micropool
moderate reliable removal of sediment and nutrients
high dependant on microtopography
high complexity buffers
mulch transplant
emphasize wildlife habitat hi marsh wedges
moderate verticle pools substitute marsh storage
DA :25<+ ac with dry weather Q
dry weather flow normal recommended to maintain water elevations
pond micropool
moderate > high reliable removal of sediment and nutrients
high dependent on sufficient wetland complexity
buffer (waterfowl)
mulch transplant
emphasize stabilization of extended detention zones
moderate verticle ED substitute marsh storage
minimum 10 ac required for extended detention
dry weather flow normal recommended to maintain water elevations
forebay micropool
moderate (-) reliable removal of sediment and nutrients
moderate fluctuating with water levels
optional based on capacity
moderate malleable in-site conditions
1-10 ac site specified
groundwater supply provided by excavation
micropool if possible
moderate subject to resuspension and groundwater displacement
low > moderate small surface areas poor control of water levels
0
required
a
reverse slope pipe
b
hooded broad crest weir
required
10 yrs
25-50
no
a
reverse slope pipe
b
hooded broad crest weir
required
high
+
2-5 yrs
25-50
required
a
reverse slope pipe
b
hooded broad crest weir
b
hooded broad crest weir
required
+
physiological
moderate buffer
+
10.40.50 +
0-25
10 yrs
optional
+
50
allocations 01
30
25-50
+
20.35.45 +
5
micropool
+
45.25.30
70.30.0
10
forebay
+
+
.01
0
buffer (ft)
+
+
pond_wetland system
20
cleanout frequency
+
+
+
+
40
30
20
10
0
optional
volunteer
low small areas low diversities
TACTILE SPECTRUM SAMPLING THE FREEWAY FIELD HOUSTON TX
This project redefines the infrastructural thread of US 59 as a place of cultural exchange-a contemporary Agora-which frees the freeway from a rhetoric of rapid mass mobility, a function it has long ceased to embody for the contemporary metropolis. Through techniques of conceptual, operational, and physical de-lamination and re-lamination, we pull the strands of the cold-war mentality apar t and re-weave them with the strands of the new city, the electromagnetic city. By forcing reinforced concrete open up to interaction with the ever-thickening landscape of radio waves and digital communication, our intervention sketches critical negotiations required of a twenty-first century infrastructure. The materialization of the multi-use radio spectrum meets the fraying of the monumental concrete slab to develop new ecosystems for our mutating cyborg sociality.
US 59
59 nodes
links
node > link flip
> link > node
Houston TX
1011 1011 1011
1011
1011
1011
The traffic jam is pervasive throughout most large American cities, with Houston ranking amongst the worst. Studies have shown that periodic congestion remains in spite of continual efforts to widen streets and highways and create new ones - in the auto-based city, the traffic jam is a permanent condition. The regularity of this phenomenon allows us to look at it as a destination point, with an address and hours of operation. The social potential of vehicular congestion already draws advertisers, activists, and panhandlers, as well as gray-market private vendors selling anything from newspapers to flowers. We approach the freeway like speculative "slum" developers, exploiting undervalued property in anticipation of social shifts. This process projects a possible displacement of the current site priorities, as the proliferating "enhanced" traffic jam transforms commuting as we know it.
b : 240
a : 80
a : 400
c : 80
(a) homogeneous congested traffic
b : 80
1011
1011
1011
1011 1011
1011 1011
RFID GPS LAN
(b) oscillatory congested traffic
3
c 2,4
b (c) triggered stop and go traffic
1,5
a
density
(d) moving localized cluster
from Helbing_ Kerner
traffic flow potentials
local network propagation
spatiotemporal dynamics of traffic flow states
x-y plane R cos (average velocity)
condition 1 1z
R
condition 2 1z
condition 3 1z y-z plane 2z
Q = (boolean%) sin(time)
90 %
condition 4 2z
70 %
2z
50 %
3z 70 %
3z
Q 90 %
3z 4z
zone of propagation
4z 4z
Bluetooth LAN location of lan centroids scale of lans activity taking place in the lans tagging lan locations with GPS
5z 5z 5z 6z 6z 6z 7z
matt layer 2
7z
matt layer 3
7z
matt layer 1
8z
GPS projecting the city into the traffic feild GPS tags databases
8z 8z 9z 9z
RFID license plate "MCC-670" name "David William Newton" state of residence "Arizona" age "25" make/model/year "Ford/F-150/2004" position; acceleration; velocity
9z 10 z 10 z 10 z
1x
registration fields
2x
5x
4x
3x
2x 1x
4x
3x
2x
1x
3x
6x
5x 4x
7x
6x 5x
9x
8x
7x 6x
10 x
9x
8x 7x
8x
10 x 9x
10 x
scale intersection model
intersection overview
operational models
study models for wall details
laminar activities
PROCESS MIXED MEDIA FROM VARIOUS PROJECTS