AMANDA KRACZKOWSKY
ARCHITECTURE PORTFOLIO 2012
In order to engage the senses of the user, architecture must be vivacious. The animated spirit of the form and the composition of the structure must be visually captivating for those who immerse themselves within the space. The transitions throughout a building should be a harmonious marriage of functionality and stimulating spatial progression.
statement of intent
Vivaciousness also refers to the ability of a being to endure and survive within an environment. The greatest architectural works exude an understanding of their surroundings and are adaptive to the changing needs of their users. To ensure future growth and sustainability, we now must address not only the needs of people but also the demands of nature. We must find a way to create an endurable structure within our natural environment while still maintaining a practical application of spatial integrity and program. In the past few years I have come to understand duality of architecture both in its artistic expression and its functional foundations. A building should not only speak to its users in structure and shape but it should speak of its vernacular. I have come to appreciate the natural environment not only as a source of inspiration for a building but as a driver for the entirety of the design. The vivacity which nature exudes in its rejuvenation, growth and development must be the driving force behind creating lasting, captivating and sustainable architecture.
architectural studios & relevant work
projects
studio IV: park. shop. live. create.
an artist’s community, parking, retail and residential structure in Austin, Texas
studio III: oasis urbaine (urban oasis)
a multi-modal transportation hub in the Rive Gauche district of Paris, France
studio II: bywater community center
a community center to fight blight in the Bywater district of New Orleans
studio I: greenovation
an improved and futuristic look at student housing in Savannah, Georgia
fundamentals III: residence and spa at 215 w. broughton st.
a three-story residential townhouse above a retail space in Savannah, Georgia
fundamentals II: factor’s walk climbing gym
a rock climbing center promoting fitness in downtown Savannah, Georgia
fundamentals I: le sommet ski resort an exploration of the structure and tectonics of the built form construction technology ii.
AAA architecture construction documents
additonal paintings and artistic explorations
contents
vivacious
(adj) 1. full of spirit and animation; lively or vital 2. having or displaying tenacity of life
studio iv
project location: Austin, Texas program: multipurpose, parking, retail, residential
park. shop. live. create.
studio IV: park. shop. live. create.
studio IV: park. shop. live. create.
park. shop. live. create. was inspired by the local culture of the artistic community in Austin, Texas. the vibrant citygoers of live music capitol of the world, home to the austin city limits concert and austin art festival, fueled the playful, colorful design of this multifunctional building. amentities of the structural program include 750 parking spaces, 11 individual street level retail spaces, 35 residential apartments and 22 leasable artist gallery studios.
parking garage studies parking garage studies
single-threaded double-threaded helix circulation model helix circulation model intervention 1 intervention 1
parking garage studies single-threaded helix circulation model intervention 1
the beginning developmental concept by which this studio was orchestrated began with the understanding of systematic parking decks. through exploration of circulation and by understanding vehicular and pedestrian movement, the structures became foundations for explorative interventions.
original model
intervention
single-threaded two-way traffic system
split-level circuation model intervention 1
parking garage
multi-bay circulation model parking garage studies intervention 1 parking garage studies double-threaded helix circulation model intervention 1
double-helix one-way traffic system
the importance of parking
multi-bay circulation model intervention 1
studio IV: park. shop. live. create.
studio IV: park. shop. live. create.
parkinggarage garagestudies studies parking
multi-bay multi-way traffic system
single-threaded two-way traffic system
intervention
original model
double-helix one-way traffic system
split-level circuation model intervention 1
original model
intervention
split-level two-way traffic system
split-level two-way traffic system
intervention
original model
multi-bay multi-way traffic system
sitesiteanalysis analysis
project location austin city grid
site analysis
site analysis the congress street district of austin boasts a variety of locally owned and operated retail and performance venues. this local atmosphere inspired by the “keep austin weird� movement, an emphatic approach toward showcasing local artisans and musicians within the city and to ensure a flourishing independent business sector. other notable landmarks in this district on the north side of the colorado river include new high-rise residential landmarks and a hike & bike trail which utilizes the natural shape of the river to provide an outdoor park within an urban environment.
studio IV: park. shop. live. create.
studio IV: park. shop. live. create.
project location
application of program massing model study 1 &2
experientia experiential perspectives experiential perspectives
applicationofofprogram program application midterm massing model @ 1/128�
midterm massing model @ 1/128�
walking to housing component & south gallery
experiential perspectives experiential perspectives
view from a distance
approaching car entry
view from a distance
entry park for hike & bike trail & circulation paths
approaching car entry
entering garage
driving through garage level
leaving garage
design development
walking to housing component & south gallery entering garage
parking and leaving car
walking to retail component (north side) leaving garage
studio IV: park. shop. live. create.
studio IV: park. shop. live. create.
view from a distance
entering garage
ďŹ nal design typical oor plan north gallery circulation tower walkway
south gallery
two-way circulation ramp skyways from garage to galleries and apartments pedestrian pathway solar photovoltaic skin
circulation plan
studio IV: park. shop. live. create.
studio IV: park. shop. live. create.
residences
studio IV: park. shop. live. create.
studio IV: park. shop. live. create.
24” x 24” square precast concrete columns 16rb32 rectangular concrete columns
8’-0” x 20” double-tee beams safety guard rails w 30 x 99 columns anchored to concrete slab (skin frame)
approach
arrive
connect
enter
circulate
park
enter
explore
shop
curtain wall panels polycarbonate plastic sun shading retail signage
studio IV: park. shop. live. create.
studio IV: park. shop. live. create.
photovoltaic solar panels anchored to w 30 x 99 columns with spacing for ventilation
studio IV: park. shop. live. create.
studio IV: park. shop. live. create.
studio iii
project location: Rive Gauche, Paris, France program: multipurpose, tram/bus station & market
collaborative studio project: architectural studio iii, fundamentals iii, interior design studio iv studio iii (amanda kraczkowsky): main revit model & structural grid, all photoshop work and board composition, renderings, sections, elevations, skin design fundamentals iii (matthew spinner): structural detailing, assisting skin composition, process book work interior design studio iv (michelle kuvinka): kiosk design and functional detailing
studio III: oasis urbaine (urban oasis)
studio III: oasis urbaine (urban oasis)
oasis urbaine (urban oasis) utilized a prime location at the end of the Avenue du France in Paris’s upand-coming Rive Gauche district to provide a multi-modal train, tram and bus station for the young neighborhood. inspired by the idea of movement and the post modern green buildings set to be constructed in the area by 2020, oasis urbaine included a naturally growing skin for sustainability as well as an outdoor open-air market for users to openly interact with their community members.
Circulation
Natural Environment
Rive Gauche Analysis Site Analysis
On-Site Analysis Site Analysis
Circulation
On-Site Analysis Site Analysis
1. 60
13th arrondissement (district) 1.
1.
1. 1.
1.
greater paris
site location, roadways, railways
vegetation
private green space
public green space
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site analysis the Rive Gauche district of Paris, France is located in the southeast corner of the city, balancing the equally modern district of La Defense in the northwest corner. the highly developed and popular sector of La Defense boasts what the Rive Gauche sector currently lacks; a connection to the human scale regardless of the monumentality of the structures. the Rive Gauche is an impressive example of juxtaposition between the classic historic sector of Paris and a modern atmosphere, yet a connection to the human scale and natural environment would prove crucial in the design. 1.
the rive gauche contains an adequate amount of vegetation, yet does not provide any true interactive green space or usable parks for visitors and residents to utilize. the area also lacks a major staple of french life, the outdoor air market or ‘marche.’ in order to maximize the functionality of the twin sites, the larger trapezoidal site became home to a multi-modal train depot with a connecting bridge to the open air marche and park located on the smaller site. 1.
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studio III: oasis urbaine (urban oasis)
studio III: oasis urbaine (urban oasis)
1.
Deck
- Multiple layering ferent t
Steel reinforcing cables ascending for aid in construction major concrete columns below deck Formwork in place to pour concrete/contain construciton area
Section model of proposed Metro shows layers of circulation.
Barriers keep from unneccesary falls/intrusion (From top down) Deck, Car parking garage, Train passageway at lowest level/ground plane
1.
Circulation must work successfully below and above site.
Finished d Beginning comple Surface may be br Large columns,
ameter, support t and 1.
- The bo om layer c 1. lines that carr
Section model of proposed Metro shows layers of circulation.
studio III: oasis urbaine (urban oasis)
studio III: oasis urbaine (urban oasis)
Change in building heights/openings for sun penetration
Respective heights and openings of surround buildings
e Features
Man-Made Feat Man-Made Features
Circulation
- Second layer is th
deck construction
- Third layer, alrea
the site is located on a manufactured deck above existing rail of multi-functi lines. the deck incorporates new rail lines as well as a roadway system. during the time of site analysis, the upper deck Proposed Tram-w was still under construction, therefore the majority of site anal- The top layer, full ysis information stemmed from urban planning scale models an, vehicular, and t designed by SEMAPA, the leading organization in charge of cirle around the en the massive development.
Roadway below site shows complex layering and structure.
Columns support loads from deck and proposed structures.
Pre
Tra - Se sit - Pr na
Sca - He me - Fo of 18
Roo - Ro
Fen - He m - Ch de
Setb - Pr ma - Sid so 10
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Oasis, A pleasant or peaceful area or period in the midst of a di cult, troubled, or hectic place or situation. Creating an Oasis amongst hectic urban life will provide a place people are drawn to.
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70
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Tent Structure, Provides shade for people waiting or passing by. The user is a racted to these forms and ones similar due to its safe and homey nature. People will gather in places with this structure because they feel protected.
Marche, Serves as a traditional Market place where a variety of goods can be sold. The trainstation needs this inďƒ&#x;uence due to the lack of grocery stores in the area. A Farmers Market of fruits, vegetables, and plants will a ract locals and travelers alike.
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design development
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studio III: oasis urbaine (urban oasis)
studio III: oasis urbaine (urban oasis)
Inspiration Images
studio III: oasis urbaine (urban oasis)
studio III: oasis urbaine (urban oasis)
studio III: oasis urbaine (urban oasis)
studio III: oasis urbaine (urban oasis)
studio III: oasis urbaine (urban oasis)
Design Progression
Planter System with Irrigation System.
Structural Perspective
Skin Design Proposed Building
Structural Skeletal System
studio III: oasis urbaine (urban oasis)
Skin Details
S
i
t
e
A
n
a
l
y
s
i
Promoting Community Spirit in New Orleans, Louisiana
s
D
New Orleans, Louisiana
s
i
g
n
Mechanical Room
0 Elevation Line
Storage 1.5’
Outdoor Amphitheater
Bywater
E Water Collection Cisterns
4.5’
A New Building Addition Interior Courtyard
6’
I
Outdoor Urban Garden
1000 Poland Avenue consists of a narrow stable building and an adjacent green space. The location is on the corner of Poland Avenue and North Rampart Street.
North
Scope of Project
Cafe Entry
Community Room
Main Entry F
rt Stre
et
Men’s Rest room
Rentable Office Meeting Office D
Day Care & Play Space
Rampa
D. Main Entry and Lobby
Women’s Rest room Shower Janitor Closet
Interior Courtyard
Readapted Use of Existing Structure
H
Rear Entry
Site
Cafe Counter
Accessible Parking C
3’
Bywater is located in the Upper Ninth ward of the city grid. Bywater sits three feet above sea level and is bordered by the Industrial Canal to the East and the Mississippi River to the South.
Cafe
Library
B
The design will include the renovation of the existing stables building and adding new space through a secondary structure and a redesign of the outdoor area.
studio II: bywater community center
e
Fire Station
Located at the mouth of the Mississippi River and on the Gulf of Mexico, New Orleans, Louisiana has a rich history of trade, shipping, music and culture. Sedimentary silt shapes the landscape of the city and creates differences in topography of 40 feet above and 15 feet below sea level.
A l t e r n a t i v e Fu r n i t u r e P l a n s B a s e d o n S p a t i a l U s a g e
Coat Closet Rest room
G
Neighborhood Residences
Liaison Office Main Lobby
Classroom E. Cafe and Secondary Entry Nap Room
A
Site Plan: 1000 Poland Avenue
F. Main Entrance: Poland Avenue
Street Section: North to South
C
o
Octave
n
c
Rhythm
e
p
Dynamic
t
Integration
Growth
Flow
Constant
Va r i a b l e s
Interacting
Fluctuation
The Client
The Bywater Neighborhood Association is in need of a place to hold community activities and local events. Live Jazz Night Clubs
Design Theory
The Mississippi River
Mirliton Festival
Southside Bywater
Jazz Musicians
Mardi Gras A. West Facade from North Rampart St. and Rear Entry
Mississippi River
Arpent System
The design is based on the Japanese principle ‘shakkei’, defined as borrowed scenery or landscape. The original agricultural land division of New Orleans plantations is known as the Arpent System.
G. Intersection of North Rampart St & Poland Avenue
Land Division
Purity, Harmony, Reflectivity
Design Concept
The musical keywords used to influence the design are octave, rhythm, and dynamic. Their relationship to water and its fluid qualities are the basis for the overall design.
Growth
Dynamic
Fluctuation
Fluctuation
Rhythm
B. Poland Avenue, Accessible Parking and Entryway
H. Community Room
Design Intent
collaborative studio project: architectural studio ii, graduate interior design studio ii
The intention is to create a highly dynamic, functional program. A modern building intervention, representative of the fluidity of water and the sound of music, will provide a connection within the two separate halves of the Bywater community.
C. Lobby & Existing Building Renovation
Interacting
Interacting
Constant
Flow
I. Day care Center
C. North Cafe Entrance from Poland Avenue, Accessible Parking, Outdoor Amphitheater
studio ii (amanda kraczkowsky): revit model, final board, final model, process book, design development and changes, hand rendering perspectives and sections East Elevation
grad interior design studio ii (rand gharaibeh): revit model, process book & graphics, design development and changes, 3dmax renderings, interior rcp’s & furniture layouts
South Elevation
We s t E l e v a t i o n
North Elevation Mandy Kraczkowsky & Rand Gharaibeh ARCH 302 & INDS 714 Winter 2011 Professors Montgomery & Whitney
studio II: bywater community center
the bywater community center was heavily influenced by the surrounding geographic context of new orleans, the vibrant music and festival culture and the tumultuous conditions still impacting the community from Hurricane Katrina. music and the flow of the Mississippi River, the backbone upon which New Orleans was established, became the main driving force for creating a fluent circulation path throughout the building. the community center utilized an existing horse stable structure and included a program with a cafe, day care center, meeting hall and outdoor amphitheater.
Bywater Community Center
Polan d Aven ue
studio ii
project location: Bywater, New Orleans, Louisiana program: community center
bywater
new orleans
studio II: bywater community center
studio II: bywater community center
new orleans parish
SITE ORGANIZATIO
mississippi river
bywater district & industrial canal
existing historical horse stable (on site)
site analysis the bywater community, located south of the infamously flooded lower 9th ward, received moderate damage from recent Hurricane Katrina. its proximity to the Mississippi River and its placement on slightly higher ground saved the area from receiving the same catastrophic damage as its neighboring districts. however, due to blight caused by the displacement of new orleans citizens, the area’s community spirit has not be revived back to its original status. through the construction of a community center at bywater, it was the hope of our studio to reestablish this ward’s vivaciousness. Existing South Elevation; Facing North Rampart Street
Existing East Elevation; Facing Poland
Flowing
Rhythm Flowing
Wrapping
AND
C o n c e p t u a l
P R E L I M I N A RY D E S I G N Fluctuating
A p p r o a c h
studio II: bywater community center
Octave
Ground
riables
COMMUNITY CENTER at BYWATER
Depth
Layering
Integration
Dynamic
Rhythm
w Flo
Integration
Figure-Ground
Rhythm
w Flo
Dynamic
Wavy
Concept diagrams reect the integrated relation of the feelings inspired from site, music, and water.
Variables
Interacting
Dynamic Figure-Ground
Wavy Rhythm
Concept diagrams reect the integrated relation of the feelings inspired from site, music, and water.
I
Integratio
Integration
Wrapping
Interacting
studio II: bywater community center
CONCEPTUAL
w Flo
Integration
the design theory of ‘shakkei’, meaning ‘borrowed landscape’ in Japanese became a primary driver for utilizing the new orleans landscape within the design. drawing also from the city’s rich musical history, the three key musical terms octave, rhythm and dynamic were used as concept drivers. based on the landmasses formed by the mississippi river’s water flow and this musical terminology, the goal became to create a modern intervention on an existing historic structure by linking the cultural history of the bywater neighborhood with its promising future.
S C H E M AT I C D E S I G N
S C H E M AT I C D E S I G N Schematic
Schematic
Design
CONCEPTUAL & SCHEMATIC SYNTHESIS
Design
SECOND SCHEMATIC FLOOR PLAN
SCHEMATIC SCHEMATIC ORIGINS ORIGINS The original The original conceptconcept sketches sketches includeinclude a a
sweeping sweeping curvecurve which intersects which intersects the the
into theinto the existingexisting buildingbuilding and expands and expands green space. green space.
The schematic The schematic connection connection betweenbetween the old the old
out into out and new and was new intended was intended to reach to reach
into
Amphitheater shape Responding to Mississippi River
Stepping design for clerestory Responding to Mississippi River
S C H E M AT I C D E S I G N Schematic
Design
THIRD SCHEMATIC FLOOR PLAN
COMMUNITY CENTER at BYWATER Original Conceptual Original Conceptual Schematic Schematic Plans Plans
Amphitheater responding to building elevation
COMMUNITY CENTER at BYWATER
Curvature mimicing Mississippi River & Shakkai System
schematic design development
studio II: bywater community center
studio II: bywater community center
the neighbhorhood the neighbhorhood as an invitation as an invitation to all to all community community members members to utilize to the utilize building. the building.
mechanical room storage outdoor amphitheater
water collection cisterns
studio II: bywater community center
interior courtyard community room
women’s restroom showe r janitor closet men’s restroom
rentable office meeting office
liaison office daycare
main lobby coat closet restroom (for classroom) classroom (flex space)
nap room & childcare area
new building addition
rear entry & outdoor urban garden
accessible parking cafe entry readapted use of historic structure
main entrance
studio II: bywater community center
cafe library
We s t t o E a s t S e c t i o n E x i s t i n g B u i l d i n g
FINAL DESIGN
East Elevation
E a s t t o We s t S e c t i o n E x i s t i n g B u i l d i n g
FINAL DESIGN COMMUNITY CENTER at BYWATER
E a s t t o We s t S e c t i o n N e w B u i l d i n g
We s t E l e v a t i o n
East Elevation
studio II: bywater community center
studio II: bywater community center
We s t t o E a s t S e c t i o n N e w B u i l d i n g
We s t Fa c a d e a n d R e a r E n t r y
AL
DESIGN
P o l a n d A v e n u eN o rat h nC ad yd A v e n u e , A c c e s s i b l e f e E nE t rn a n cte rf ry o mw P oa lan Park ing, Outdoor Amphitheater
Main Entr y and Lobby I nM ati neErn tsr aen cce :tPio loa nn d A vo e nf ue N o r t h R a m p a r t S t . & P o l a n d A
We s t Fa c a d e a n d R e a r E n t r y
COMMUNITY CENTER at BYWATER
We s t Fa c a d e a n d R e a r E n t r y
N o r t h C a f e E n t r aPnoclea nf rdo A mv eP n ou l aen adnAdv Eennturey,wAacyc e s s i b l e Park ing, Outdoor Amphitheater
I n t e r s e c t i o n oM f N a ionr tEhn tRraam n cpea r: t PSotl.a&n dP oAlvaenndu A evenue
studio II: bywater community center
studio II: bywater community center
FINAL DESIGN
COMMUNITY CENTER at BYWATER
studio II: bywater community center
studio II: bywater community center
AL
DESIGN
studio i
project location: downtown Savannah, Georgia program: student housing renovation
studio I: greenovation
studio I: greenovation
following the concept of human proportioning and accessibility, the renovation of SCAD’s Oglethorpe House dormitory became a relavent concept to explore when designing student housing in relation to comfort and needs of the student population. the existing structure, a 1960’s motel adorned with wrought iron and art deco detailing, provided the bones beneath a total exterior transformation and built addition. the new design included flexible suite-style student rooms as well as more traditional double rooms, a new lobby and adjacent green space and a green skin composed of ventilated louver systems for natural ventilation.
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club SCAD
site analysis beginning the first official studio course with a site located in our school’s city provided a wellgrounded knowledge of the existing cultural context of Savannah. the analysis of the site included the student’s perspective on housing, which became crucial consideration in a practical design. the input of student clients in conjunction with our own knowledge of existing dormitory conditions in savannah became the driving force in addressing the necessary programmatic components for a dormitory renovation.
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studio I: greenovation
studio I: greenovation
parking
skin louvers allows natural ventilation and reflect sunlight
transition from urban bustle to private green space
studio I: greenovation
studio I: greenovation
transition from urban to natural environment within structure
studio I: greenovation
studio I: greenovation
studio I: greenovation
studio I: greenovation
fundamentals III: 215 w broughton st
utilizing the existing historical context of Savannahâ&#x20AC;&#x2122;s downtown commercial center, the residence at 215 w. broughton with leasable retail space introduced specific interaction with a client and explored problem solving in order to meet their specific needs. spatial configuration of rooms and openings was based on the desires of the client and overall exterior design remained dependent on matching the surrounding downtown facade syles and materiality.
proposed structure
215 w. broughton st 215 w. broughton st
fundamentals III: 215 w broughton st
fund. iii
project location: downtown Savannah, Georgia program: residence & 1st floor retail
fundamentals III: 215 w broughton st
load bearing masonry wall fundamentals III: 215 w broughton st
structural floor plan
fund. ii
project location: downtown Savannah, Georgia program: rock climbing gym
fundamentals II: factor’s walk gym
fundamentals II: factor’s walk gym
the climbing gym on factor’s walk and its accompanying programmatic requirements became the first exploration into the systematic skill of managing spaces and their adjacent connections. functional square footages and the first inclusion of a real-life site made this the first practically applied project I had explored. programmatic elements included a three-story rock climbing wall, party and meeting rooms, locker and restroom areas and specific mechanical/storage needs.
fundamentals II: factor’s walk gym
fundamentals II: factor’s walk gym
fund. i
project location and program theoretical
studies of primary, secondary and tertiarty spatial conditions led to structural grid development and entryway studies
fundamentals I: le sommet ski resort
fundamentals I: le sommet ski resort
this course introduced the first practical application of tectonics and structural integrity within the field of architecture. through the exploration of various spatial configurations, solid and voided elements and a concrete repeatable floor plan, an overall structure and conceivable building was formed. steps to complete this project included the study of primary, secondary and tertiary spaces, application of entryways and circulation, application of a tower to achieve monumentality and the construction of a base to ensure a secure connection within a theoretical site.
fundamentals I: le sommet ski resort
fundamentals I: le sommet ski resort
final model
c.t. ii
project location: downtown Savannah, Georgia program: 1st floor retail, 2nd & 3rd floor office space
ARCHITECTURE Project Partners:
Building Design 230 West Broughton Street Savannah, GA 31401
COVER SHEET FLOOR PLANS AND ELEVATIONS EGRESS AND ACCESSIBILITY DETAILS WALL SECTIONS WALL DETAILS SITECAST CONCRETE STRUCTURAL DETAILS STEEL ASSEMBLY STRUCTURAL DETAILS PRECAST CONCRETE STRUCTURAL DETAILS
collaborative project: three students all enrolled in architectural studio ii & construction technology ii amanda kraczkowsky: primary coding and zoning, elevation design, main steel structural system design, accompanying door jamb detailing anna gosselin: coding and zoning, elevations, main universal accessibility design, site cast concrete system, accompanying mullion connection detail arielle villardo: coding and zoning, elevation design, main site location analysis, precast concrete system, accompanying door head connection detail
Design Submission Initial Revision Context Input
Revisions
AG AV
A- 101 A- 102 A- 103 A- 104 A- 105 S- 101 S- 102 S- 103
SCAD Construction Tech II Site, Roof Plan, and Drawing Index
A-101
construction technology II: AAA Architecture
Anna Gosselin Mandy Kraczkowsky Arielle Vilardo
SHEET INDEX
01.13.11 02.02.11 02.26.11
construction technology II: AAA Architecture
in order to fully understand the concept of structural assembly and the stringency of building codes, in groups of three we planned for a commercial building on broughton street. design developments included site location and accompanying elevations, universal accessibility requirements for spacing, structural sections and layout and subsequent structural detailing.
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A 104-1 --A 105-1
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STAIR # 2
UP
UP
STAIR # 2
UP
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UP
9' - 4"
STAIR #2
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STAIR 2' - 6"
STAIR UP
STAIR
UP
UP
ARCHITECTURE
ARCHITECTURE
Project Partners:
Project Partners:
E101-6 A-102
UP
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SECOND FLOOR PLAN A102-2 1/8" = 1'-0"
3' - 10"
THIRD FLOOR PLAN A102-3 1/8" = 1'-0"
Terra Cotta Tile Brick Facing
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ROOF 35' - 0"
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FIRST FLOOR PLAN E101-1 1/8" = 1'-0"
0' - 6"
2' - 4" 3' - 0"
36" OF WHEEL CHAIR RAIL BEHIND TOILET
3' - 11"
0' - 11"
3' - 0"
INDICATES 5' TURNING RADIUS
UP 5' - 2 1/2"
3' CLEARANCE IN DOOR SPACING RESTROOM
EXISTING BUILDING
" 1/4
STAIR
7/8 "
Building Design 230 West Broughton Street Savannah, GA 31401 HANDRAIL MUST EXTEND 12" BEYOND END OF STAIR HANDRAILS ARE REQUIRED TO HAVE A MINIMUM RADIUS OF 1 1/4" TO A DIAMETER OF 2"
'-8
15/3
EXIT DOOR IS 6' WIDTH AND OPENS TO A 16' X 19' SPACE
3' - 10 1/2"
3' - 10 1/4"
R3
7' - 5"
4' - 6"
1' - 0" 2' - 6"
4' - 0"
42" OF WHEEL CHIAR RAIL
7' - 0" 3' - 6"
MORE THAN 42" OF CLEARANCE
UP
2"
INDICATES 5' TURNING RADIUS
ELEVATOR
3' - 0"
ARCH 341 - Winter 2011 Professor Alexis D. Gregory
Floor Plans and Elevations FIRST FLOOR 0' - 0" SOUTH ELEVATION 1/8" = 1'-0"
A-102
10' - 4"
AREA OF REFUGE: MIN OF 30" X 48" AREA OF REFUGE: MIN. OF 30" X 40" SPACE OUTSIDE OF THE 48" OF LANDING SPACE
2' - 6"
Steel Framming
2
R4 '-7
5' - 1 1/4"
3' - 0" 3' - 0"
SECOND FLOOR 13' - 0"
FIRST FLOOR 0' - 0" NORTH ELEVATION 1/8" = 1'-0"
STAIR IS GREATER THAN 44" WIDE
TOILET IS 2'-4" oc FOR CLEAR SPACING
SCAD Construction Tech II
4" OF WALL BEYOND DOOR SWING
SECOND FLOOR 13' - 0"
1
CLEARANCE OF GREATER THAN 60 "
0' - 5"
Commercial Storefront Glass
SCAD Construction Tech II
STAIR IS GREATER THAN 44" WIDE
HANDRAILS EXTEND 12 INCHES BEYOND STAIR
6' - 9"
THIRD FLOOR 24' - 0"
Double Pane Glass
Terra Cotta Tiles
1
STAIR TREAD IS 11"
Low E Glass
THIRD FLOOR 24' - 0"
NORTH
THIRD FLOOR PLAN E101-3 1/8" = 1'-0"
NORTH
SECOND FLOOR PLAN E101-2 1/8" = 1'-0"
NORTH
Egress Submission 2nd Egress Submission - AG 3rd Egress Submission AG
3' - 0"
Revisions
5' - 11 1/4"
01.27.11 02.27.11 03.09.11
3' - 0"
5' - 0"
4' - 0"
1' - 0"
3' - 0"
TYPICAL RESTROOM ENLARGED PLAN E101-4 1/4" = 1'-0"
TYPICAL STAIR #2 ENLARGED FLOORPLAN E101-5 1/4" = 1'-0"
4' - 0"
TYPICAL STAIR #1 ENLARGED FLOORPLAN E101-6 1/4" = 1'-0"
6' - 0"
4' - 0"
4' - 4 1/4"
3' - 0"
8' - 8"
7' - 0"
ELEVATOR
16' - 9"
4' - 3 3/4"
3' - 0"
Design Submission Layout Revision - AV Revision - AV
A 104-2 --A 105-2
5' - 0 3/4"
Revisions
FIRST FLOOR PLAN A104-1 1/8" = 1'-0"
3' - 0"
17' - 1 1/2"
01.13.11 02.26.11 03.09.11
3' - 0" 6' - 0"
-1
M
UP
ELEVATOR
ARCH 341 - Winter 2011 Professor Alexis D. Gregory
EgressFloor Plans
A-103
construction technology II: AAA Architecture
20' - 2 1/4"
8' - 4"
ELEV.
NORTH
4' - 6" 16' - 3 1/4"
54 '
EXISTING BUILDING
ve lD ist an ce ax im um M
STAIR
NORTH
18' - 8 3/4"
ve lD ist an ce
" 1/4 55 '
-2
EXISTING BUILDING
Tra
EXISTING BUILDING
6' - 8"
RESTROOM
STAIR
3' - 0"
3' - 0"
ELEVATOR
NORTH
RESTROOM
E101-4 A-102
STAIR
UP
UP
8' - 4"
RESTROOM
4' - 4"
3' - 0"
STAIR # 1
7' - 7"
6' - 0"
19' - 9"
ELEVATOR
UP
OFFICE SPACE/ BUSINESS AREA OPEN FLOOR PLAN
0' - 6"
EXISTING BUILDING 6' - 8" 4' - 4"
3' - 0"
3' - 0" 4' - 4" 7' - 7"
ELEV.
6' - 10"
UP
STAIR #1
Anna Gosselin Mandy Kraczkowsky Arielle Villardo
OFFICE SPACE/ BUSINESS AREA OPEN FLOOR PLAN
MERCANTILE OPEN FLOOR PLAN
Building Design 230 West Broughton Street Savannah, GA 31401
70' - 0" 90' - 0"
EXISTING BUILDING
90' - 0"
STAIR #1
ce an ist lD ve
RESTROOM RESTROOM
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
Tra
EXISTING BUILDING
"
EXISTING BUILDING
1/2
OFFICE SPACE/ BUSINESS AREA OPEN FLOOR PLAN
A 104-3 --A 105-3
RESTROOM
um im ax
-8
OFFICE SPACE/ BUSINESS AREA OPEN FLOOR PLAN
M
MERCANTILE OPEN FLOOR PLAN
E101-5 A-102 ' 62
construction technology II: AAA Architecture
Anna Gosselin Mandy Kraczkowsky Arielle Villardo
Tra
23' - 0" 23' - 0"
ax im um
23' - 0"
EXISTING BUILDING
8' - 9" 12' - 4 1/2"
8' - 9"
ROOF CONNECTION
METAL COPING ANCHOR PLATE WITH COMPRESSION BARS CONTINUOUS CLEAT ROOF CONNECTION
CANT STRIP
METAL COPING
ROOF MEMBRANE
ANCHOR PLATE WITH COMPRESSION BARS
MOISTURE BARRIER
MOISTURE BARRIER
REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
ANCHOR BOLT
ANCHOR BOLT
GYPSUM PLASTER INTERIOR WALL
ROOF 35’ − 0"
MORTAR JOINT
MORTAR JOINT
24K4 OPEN WEB STEEL JOIST 12K1 JOISTS AT 4’ O.C.
REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
CONCRETE FILL 1.5" CORRUGATED METAL DECKING REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
FLASHING
ANCHOR BOLT WITH STEEL BEARING PLATE
CONCRETE FILL 1.5" CORRUGATED METAL DECKING
BOND BEAM WITH REINFORCED STEEL BRACING
SHELF ANGLE
REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
24K4 OPEN WEB STEEL JOIST
THIRD FLOOR 24’ − 0"
RIGID INSULATION
THIRD FLOOR 24’ − 0" STEEL 12K1 JOIST
ANCHOR BOLT WITH STEEL BEARING PLATE RIGID INSULATION
VAPOR RETARDER
GYPSUM PLASTER INTERIOR WALL
BOND BEAM WITH REINFORCED STEEL BRACING 24K4 OPEN WEB STEEL JOIST
GYPSUM PLASTER INTERIOR WALL
RIGID INSULATION
CONCRETE FILL
CONCRETE FILL
GYPSUM PLASTER INTERIOR WALL
1.5" CORRUGATED METAL DECKING
1.5" CORRUGATED METAL DECKING
FLASHING
REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
WOOD FRAMED WINDOW
ANCHOR BOLT WITH STEEL BEARING PLATE
STOOL
BOND BEAM WITH REINFORCED STEEL BRACING
ADDITIONAL SILL OR SUBSILL FOR EXTERIOR DRIP
1.5 " DEEP CONTROL JOINTS SPACED 10’ ON SLAB
4’ x 4’ x 24" CONCRETE COLUMN FOOTING
6" CONCRETE SLAB CONTAINING WELDED WIRE FABRIC OVER VAPOR RETARDANT BARRIER ON GRAVEL DRAINAGE
EXISTING BUILDING
STOOL ADDITIONAL SILL OR SUBSILL FOR EXTERIOR DRIP
Building Design 230 West Broughton Street Savannah, GA 31401
1.5" CORRUGATED METAL DECKING
12" x 18" CONCRETE FOUNDATION FOOTING
24K4 OPEN WEB STEEL JOIST
S-102
GYPSUM PLASTER INTERIOR WALL
CONCRETE FILL
12K1 JOISTS AT 4’ O.C.
S 102-4
RIGID INSULATION
EXISTING BUILDING
STEEL REINFORCING
WOOD FRAMED WINDOW OPEN WEB 24K4 STEEL JOISTS
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
10K1 STEEL JOISTS AT 2’ O.C. IN STAIRWAY
24K4 OPEN WEB STEEL JOIST
FLASHING CONCRETE FILL
RIGID INSULATION
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
10K1 STEEL JOISTS AT 2’ O.C. IN STAIRWAY
SHELF ANGLE SECOND FLOOR 13− 0"
STEEL 12K1 JOIST RIGID INSULATION
1.5" CORRUGATED METAL DECKING
NORTH
FIRST FLOOR PLAN S 102-1 1/8" = 1'-0" SCALE
NORTH S
SECOND FLOOR PLAN 102-2 1/8" = 1'-0" SCALE
NORTH
THIRD FLOOR PLAN S 102-3 1/8" = 1'-0" SCALE
RIGID INSULATION
24K4 OPEN WEB STEEL JOIST
GYPSUM PLASTER INTERIOR WALL
RIGID INSULATION
SEE DOOR JAMB PLAN DETAIL
GYPSUM PLASTER INTERIOR WALL
HEAD JAMB WEATHERSTRIPPING GLASS AND ALUMINUM FRAMED DOOR
EXPANSION JOINT
MEMBRANE
CONCRETE FLOOR SLAB WITH STEEL WELDED WIRE REINFORCING MEMBRANE PROTECTION BOARD
FOUNDATION FOOTING
CRUSHED STONE DRAINAGE
STEEL REINFORCING CABLES
WEATHERSTRIPPING THRESHOLD SEALANT
FIRST FLOOR 0’−0"
MEMBRANE FOUNDATION FOOTING
CRUSHED STONE DRAINAGE
CONCRETE SIDEWALK
PROTECTION BOARD DRAINAGE MAT
EARTH
FOUNDATION FOOTING FIRST FLOOR 0’−0"
MEMBRANE
MEMBRANE STEEL REINFORCING CABLES
CRUSHED STONE DRAINAGE
FIRST FLOOR 0’−0"
EARTH
PROTECTION BOARD
SCAD Construction Tech II ARCH 341 - Winter 2011 Professor Alexis D. Gregory
A 104-1 REAR WALL SECTION 3/4" = 1'-0" SCALE
A 104-2 FRONT WALL SECTION 3/4" = 1'-0" SCALE
A 104-3 SIDE WALL SECTION 3/4" = 1'-0" SCALE
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
ANCHOR BOLT
THIRD FLOOR 24' - 0"
S 102−7 S 102−6
LEVELING GROUT
1.5" CORRUGATED METAL DECKING 24K4 OPEN WEB STEEL JOIST CONCRETE FILL 1.5" CORRUGATED METAL DECKING
ANCHOR BOLT WITH STEEL BEARING PLATE W16X36 STEEL BEAM WELDED STEEL ANGLE CONNECTION
24K4 OPEN WEB STEEL JOIST 4’ x 4’ x 24" COLUMN FOOTING WITH STEEL CABLE REINFORCING
REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
GRAVEL DRAINAGE
SECOND FLOOR 13' - 0"
12" X 18" CONCRETE FOOTING
CONCRETE FILL
VAPOR RETARDANT BARRIER 24K4 OPEN WEB STEEL JOIST
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C. .
DRAINAGE MAT EARTH
6" CONCRETE SLAB CONTAINING WELDED WIRE FABRIC
4’ x 4’ x 24" COLUMN FOOTING WITH STEEL CABLE EINFORCING
24K4 OPEN WEB STEEL JOIST
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
EXPANSION JOINT
PROTECTION BOARD
STEEL REINFORCING CABLES
EXPANSION JOINT
ROOF 35' - 0"
8" REINFORCED CMU MASONRY WALL
CONCRETE FLOOR SLAB WITH STEEL WELDED WIRE REINFORCING MEMBRANE PROTECTION BOARD
THRESHOLD
PROTECTION BOARD DRAINAGE MAT
CONCRETE FLOOR SLAB WITH STEEL WELDED WIRE REINFORCING
STAIRWELL TO ROOF
Revisions
VAPOR RETARDER
GYPSUM PLASTER INTERIOR WALL
Final Revision: 3/10/2011
BOND BEAM WITH REINFORCED STEEL BRACING
Revision 1: 2/29/2011 Revision 2: 3/9/2011
SECOND FLOOR 13− 0" RIGID INSULATION
Original Submission: 2/24/2011
ANCHOR BOLT WITH STEEL BEARING PLATE
Revision 1: 2/29/2011 Revision 2: 3/9/2011 Final Revision: 3/10/2011
REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
Original Submission: 2/24/2011
GYPSUM PLASTER INTERIOR WALL
GYPSUM PLASTER INTERIOR WALL
Revisions
construction technology II: AAA Architecture
12K1 JOISTS AT 4’ O.C.
OPEN WEB 24K4 STEEL JOISTS
FLASHING
GYPSUM PLASTER INTERIOR WALL
SECOND FLOOR 13− 0"
12K1 JOISTS AT 4’ O.C.
EXISTING BUILDING
BACKER RODS AND SEALANT
RIGID INSULATION
THIRD FLOOR 24’ − 0"
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
MORTAR JOINT
STEEL REINFORCING
Anna Gosselin Mandy Kraczkowsky Arielle Villardo
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
4’ x 4’ x 24" CONCRETE COLUMN FOOTING
STEEL 12K1 JOIST
Project Partners:
12K1 JOISTS AT 4’ O.C.
12K1 JOISTS AT 4’ O.C.
12" x 18" CONCRETE FOUNDATION FOOTING
SHELF ANGLE
RIGID INSULATION ROOF 35’ − 0"
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
Anna Gosselin Mandy Kraczkowsky Arielle Villardo
1.5" CORRUGATED METAL DECKING
GROUT
STEEL REINFORCING
STEEL BEARING PLATE
ARCHITECTURE
Project Partners:
INSULATION
STEEL BEARING PLATE
ROOF 35’ − 0"
10K1 STEEL JOISTS AT 2’ O.C. IN STAIRWAY
10K1 STEEL JOISTS AT 2’ O.C. IN STAIRWAY
ARCHITECTURE MOISTURE BARRIER
1.5" CORRUGATED METAL DECKING
GROUT
CANT STRIP ROOF MEMBRANE
1.5" CORRUGATED METAL DECKING
GROUT
INSULATION REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
FORMED METAL COPING
INSULATION REINFORCED 8" X 8" X 16" CMU LOAD BEARING WALL
6" CONCRETE SLAB W/ WELDED WIRE FABRIC OVER MOISTURE BARRIER ON CRUSHED GRAVEL DRAINAGE
BOND BEAM WITH REINFORCED STEEL BRACING 24K4 OPEN WEB STEEL JOIST
ARCH 341 - Winter 2011 Professor Alexis D. Gregory
Steel Assembly
W8 8"X8" COLUMN PLACED 30’ X 30’ O.C.
FIRST FLOOR 0' - 0"
SCAD Construction Tech II
S 102−5
Wall Sections
A 104
EAST/WEST SECTION S 102-4 1/8" = 1'-0" SCALE
COLUMN TO FOOTING DETAIL S 102-5 3/4" =SCALE 1'-0"
COLUMN TO FLOOR DETAIL S 102-6 3/4" = 1'-0" SCALE
WALL TO FLOOR CONNECTION S 102-7 3/4" = 1'-0"SCALE
S-102
construction technology II: AAA Architecture
ROOF MEMBRANE
Building Design 230 West Broughton Street Savannah, GA 31401
CANT STRIP
EXISTING BUILDING
FORMED METAL COPING
CONTINUOUS CLEAT
EXISTING BUILDING
FORMED METAL COPING
CONTINUOUS CLEAT
24K4 OPEN WEB STEEL JOIST
METAL COPING ANCHOR PLATE WITH COMPRESSION BARS
EXISTING BUILDING
ROOF CONNECTION
recreation of claude daubigny’s “the barges” 18” x 24” acrylic on canvas final project, art history II (ARTH 110) spring 2009
additional paintings & artistic explorations
additional paintings & artistic explorations
additional paintings & artistic explorations
reinterpretation of claude monet’s “water lillies” 24” x 36” oil on canvas (commissioned work) summer 2011
additional paintings & artistic explorations
additional paintings & artistic explorations
“a walk in the garden” 16” x 20” acrylic on canvas (commissioned work) summer 2011
ARCHITECTURE PORTFOLIO 2012
AMANDA KRACZKOWSKY 49 OLD MUSKET DRIVE NEWINGTON, CONNECTICUT 06111 (860) 202 - 8388 mkracz20@student.scad.edu