SELECT WORKS
SPRING 2013 - SPRING 2016
路
WILLIAM R DORGAN
RAIN SUN
WATER AIR (HUMID)
AIR (DRY)
ROOF PLAN ARCH 4240: Fall 2014 DESIGN ECOLOGIES
COLLECTIVE INFRASTRUCTURE ACCRA, GHANA
FALL 2014 INSTRUCTOR: COMODROMOS KITCHEN
BATH
In Accra, shanty towns and impromptu compound houses are a common and ill-regulated feature of theLIVINGJamestown area. This proposal means to AREAS LIVING AREAS create a formal infrastructure for informal occupation that can be managed, developed, and inhabited by the users.
MARKET
ROOF PLAN
MARKET MARKET
KITCHEN
MARKET
BATH
COURTYARD LIVING AREAS
LOWER FLOOR PLAN
LIVING AREAS
UPPER FLOOR PLAN
1/32” = 1’-0” ARCH 4240: Fall 2014 DESIGN ECOLOGIES
MARKET
MARKET MARKET
MARKET
COURTYARD
WATER COLLECTION - Distribution + Totals WATER COLLECTION - Distribution + Totals
DEDOLPXE ERUTCURTSARFNI
75-95% Humidity 8-6 mph Wind Speeds
ytidimuH %59-57 eepS dniW hpm 6-8 pmeT eerged 97-77
75-95% Humidity degree Temperatures 8-6 77-79 mph Wind Speeds 77-79 degree Temperatures
STRUCTURAL VARIABILITY
STRUCTURAL VARIABILITY YTILIBAIRAV LARUTCURTS
STRUCTURAL VARIABILITY
75-95% Humidity 8-6 mph Wind Speeds 77-79 degree Temperatures
STRUCTURAL VARIABILITY
ytidimuH %07-06 pS dniW hpm 61-31 pmeT eerged 68-48
NIGHTTIME SORPTION
NIGHTTIME SORPTION
NIGHTTIME SORPTION
NIGHTTIME SORPTION
ELUDOM YAB LARUTCURTS
STRUCTURAL BAY MODULE
STRUCTURAL BAY MODULE INFRASTRUCTURAL
STRUCTURAL BAY MODULE
60-70% Humidity 13-16 mph Wind Speeds 60-70% Humidity 84-86 degree Temperatures
MODULE
13-16 mph Wind Speeds 84-86 degree Temperatures
60-70% Humidity 13-16 mph Wind Speeds 84-86 degree Temperatures
COLLECTIVE INFRASTRUCTURE creates a shared local resource by incorporating strategies to direct bioclimatic flows. The spaces created by these strategies allow locals to plug in, propagate, and alter informal spaces as their individual needs dictate. Dehumidification of spaces is accomplished through the use of dessicating coconut husk chambers, while a local water resource is established and maintained through a tesselated rainwater collection roof which feeds into central short and long term cisterns.
ROOFTOP COLLECTION
MIDDAY PURGE
MIDDAY PURGE
RAINWATER STORAGE + USE
MIDDAY PURGE MIDDAY PURGE ARCH 4240: Fall 2014 DESIGN ECOLOGIES ARCH 4240: Fall 2014 DESIGN ECOLOGIES
ARCH 4240: Fall 2014 DESIGN ECOLOGIES
WATER COLLECTION - Distribution + Totals
THE LIVING WALL - PHOENIX GRIFFIS SCULPTURE PARK EAST OTTO, NY
SPRING 2011 INSTRUCTORS: BRUSCIA, HUME, NAZARIAN, ROMANO *Design and construction completed in collaboration with Alex Poklinkowski, Rachel Broardt, Gina Mattioli, Rob Yoos, and Ilana Simhon. Structural Axos 3/8”=1’-0” Ilana Simon Rob Yoos 03/09/11
04/05/11
Load Path Diagram 1”=1’-0” Ilana Simhon Rob Yoos 03/09/11
04/05/11
A15
A21
Each 6'x6'x8' cube is transformed and programmed with the goal of accommodating six sleeping spaces as part of a larger continuous wall. Project Phoenix, one of twelve sections of the Living Wall, aims to create a space within the "interior" of the original mass, which functions as an exterior space. Circulation functions cyclically, where one may move in either directon through the project around the aforementioned exterior space. Each project is built in individual modules, shipped as a single packaged unit, and assembled on-site at Griffis Sculpture Park.
RESEARCH
LEISURE ADMIN ENTRY
RESTAURANT
TR BAR AI
N GROUP STUDY
BOUND DUA[LIT]Y
CALGARY PUBLIC LIBRARY
G R O U P S T U D Y
STACKS
SPRING 2015 INSTRUCTORS: MISTUR/CHURCHILL *Design done in collaboration with Dion Miller.
BOUND DUA[LIT]Y
takes the inherent dual characteristics of libraries (i.e., searching versus utilizing, research versus leisurely reading) and, by seperating (but not isolating) them into distinct programmatic and circulation elements, optimizes their functions in order to create a cohesive whole that gives more power to the user in allowing them to choose how to best use the building. The design's vertical "Research" tower establishes its vertical circulation and search functionality through the establishment of a central atrium space with communicating stairs and backlit library signage. The shape of this atrium is the vone generated by a "Cone of Vision," with its origin from the initial point of entry into the Research tower of the library.
Photograph of 1:50 physical section model.
S
RESE
ARCH
RESE
ARCH
ROOF PLAN
B
STRANDKRYPA - BASE JUMP PAVILION PULPIT ROCK, NORWAY SPRING 2016 INSTRUCTOR: FLEET HOWER
A
SECTION A
Using Grasshopper scripting with recursive algorithms, a strategically placed set SECTION of points and B attractor curves is used to generate mass, as well as define space and circulation for a base jumping pavilion in Norway.
UPPER FLOOR PLAN
(1) Foundation for perimeter wall
8 x 16 x 8 CMU inner wythe with 36" wide x 12" thick drop site 3-#5 vertical reinforcement grouted cast concrete strip footing with solid at corners, openings and 48" 3 - #5 horizontal reinforcement O.C. and horizontal joint reinforcebars with 3" clearance1 bottom and Foundation for perimeter wall ment 16"strip O.C. sides 36” wide x 12“ thick drop site cast at concrete footing with 3 - #5 horizontal reinforcement bars barrier with 3” clearance bottom vapor 9"x13"x18" thick site cast concrete and sides 2" rigid insulation pad with #5 horizontal 9’x13’x18” reinforcethick site cast concrete pad with #5 horizontal 2" air space ment bars at fireplace reinforcement bars at fireplace 2 External wall below grade 8 x 8 x 4 CMU outer wythe
8
8 x 16 x 8 CMU inner (2) External wall below grade at corners, openings
CONSTRUCTION TECHNOLOGY SPRING 2013 INSTRUCTOR: LECUYER
12 4
9
10
wythe with # 5 vertical reinforcement bars at 48“ O.C. grouted solid and horizontal
(5) Ground Floor 8 x 16 x 8 CMU innerreinforcement wythe with 16” O.C. Vapor barrier 4" compacted sand fill # 5 vertical reinforcement bars 8 x 8 x 4 CMU outer wythe with transparent water proof coating Vapor barrier at corners, openings at 48" O.C. 3 External wall above grade 4" thick site cast concrete slab on grouted solid and horizontal rein8x16x8 CMU inner wythe with # 5 vertical reinforcement bars at grade mesh reinforcement forcement 16" O.C. corners, openings at 48“ O.C. groutedwith solid wire and horizontal reinforcement 16” O.C. 4" thick compacted gravel fill Vapor barrier Vapor barrier 8 x 8 x 4 CMU outer 2“ wythe with insulation thick ridged air cavity transparent water proof2” coating (6) Upper Floor 8x8x4 CMU outer wythe with transparent water proof coating 2 x 10 joists at 16 inches O.C. 4 External wall at upper floors 3/4" plywood subfloor (3) External wall above grade 8 x 16 x 8 CMU inner wythe with 3-#5 vertical reinforcement 1/2" and wood strip finish flooring 8x16x8 CMU inner wythe with # 5 grouted solid at corners, openings 48“ O.C. and horizontal joint reinforcement vertical reinforcement bars at cor- at 16” O.C. vapor barrier ners, openings at 48" 2“ O.C. (7) Interior Wall rigidgrouted insulation 2” air space solid and horizontal reinforcement All as external wall on upper floors 8 x 8 x 4 CMU outer wythe 16" O.C. 2 wythes 8 x 16 x 8 lintel with 2 Vapor barrier 5 Ground Floor - #5 horizontal steel reinforcement 4“ compacted sand fill 2" thick ridged insulation bars each, grouted solid Vapor barrier 2" air cavity 4” thick site cast concrete Extending slab on grade with 8" wire on mesh each side reinforcement 8x8x4 CMU outer wythe with trans4“ thick compacted gravel fill parent water proof coating (8) Roof
AXONOMETRIC CONSTRUCTION DRAWING
Building: Croffread House by Clark & Meneffee Architects
(4) External wall at upper floors
6 Upper Floor 2 x 8 rafters Floor 2 x 10 joists at 16 inches O.C. 3/4" plywood 3/4” plywood subfloor Built-up roof 1/2“ wood strip finish flooring
Ceiling:
at 16 inches O.C. sheathing membrane
7 Interior Wall 2 x 8 joists at 16" O.C. All as external wall on upper floors batt2 -insulation 2 wythes 8 x 16 x 8 lintel with #5 horizontal between steel reinforcement bars each, grouted solid vapor barrier Extending 8” on each side
with 4"
3/4" gypsum board
8 Roof 2 x 8 rafters at 16 inches O.C. 3/4“ plywood sheathing Built-up roof membrane Site cast concrete sill Ceiling: 8"4“ bond beam between lintel with 2 x 8 joists at 16” O.C. with batt insulation vapor barrier reinforcement 3/4” gypsum board
(9) Window at Chimney 2-#5
Wood framed double glazed window
7
9 Window at Chimney Site cast concrete sill 8“ bond beam lintel with 2-#5 reinforcement Wood framed double glazed window Site cast concrete
(10) Window at Ground Floor sill with 2-#5
10 Window at Ground Floor 8" bond beam lintel Site cast concrete sill reinforcement 8” bond beam lintel with 2-#5 reinforcement Wood framed double Wood framed double glazed window
glazed window
11 Parapet 8x16x8 CMU inner wythe with #5 vertical reinforcement at corners and 48” O.C. grouted solid and CMU horizontal reinforcement 8x16x8 inner wythe with #5 alternating courses. 2” thick ridged insulation. vertical reinforcement at corners 2” air cavity and 48" O.C. grouted solid and 8x8x4 CMU outer wythe with transparent water proof coating with horizontal reinforcement alternating horizontal reinforcement 16” O.C. Grout all cells of CMU blocks solid, hook reinforcements courses. flashing metal snap on coping.
(11) Parapet
3
2" thick ridged insulation. cavity CMU outer wythe with transparent water proof coating with horizontal reinforcement 16" O.C. Grout all cells of CMU blocks solid, hook reinforcements flashing metal snap on coping.
2" air 12 Chimney 8x8x4 CMU 8x8x4 Capped with 8” site cast concrete
2
(12) Chimney
8x8x4 CMU Capped with 8" site cast concrete
1
5