Ryan Northcutt Undergrad Portfolio

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ryan northcutt|undergraduate portfolio|2010-2014


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P O R T F O L I page 3

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RYAN NORTHCUTT ryananorthcutt@yahoo.com rnorthcutt@siu.edu c:618.420.1697


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DESIGN STATEMENT I believe that a design of any subject should respond to its environment and be functional to a space versus user relationship. The design should be mindful of materials and geometries so the relationship of the space versus user interact functionally. You will notice the process of each project is different. I believe that a design in context uses its own language to display itself. You will also notice that beyond the process of design, the construction of a design is part of my interest in architecture. The difference between stopping at design and continuing to a built project is another side of education for the future. I firmly believe that understanding the built design translates to a smarter future design process. Not all projects will reach the point of the built environment, but understanding the technical process that the design needs is important to improving the design so it remains functional, sustainable, contextual and aesthetically pleasing.


C O

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SCULPTING FIBONACCI

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AMTRAK TRAIN STATION

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CARBONDALE CEMETERY

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LIFEGUARD STATION

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PINE RIDGE SCHOOL

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THE CONNECTED CITY

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SI AIRPORT TERMINAL

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DAYEMPUR DESIGN BUILD

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BUILDING TECH I: WOOD

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DESIGN BUILD RESEARCH

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DESIGN STATEMENT

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CONTACT INFORMATION

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professor david white|studio 122: design communication|1st year

F I B O N A C C I S C U L P T I N G

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OBJECTIVE Utilizing the fundamentals of color and color theory combined with the Fibonacci Numbers/Sequence ordering and proportion system, design and craft a tabletop sculpture composed of 5 interlocking pieces. The shape of each piece should reflect a duplicative, repetitious and proportional reference to the other piece(s). SOLUTION The piece represents motion of a set of waves, specifically the break and the following wave. The color schemes imitate the color of the ocean and the setting sun. Using wood for the material, the sculpture is sturdy and has a nice texture to the finished project.


Each design on the pieces follow the rules of Fibonacci. They use either a repeated spiral or a wave pattern that uses heights and lengths proportional to the Fibonacci sequence.

Each piece of the sculpture is interlocking. The pieces themselves are wood to make the sculpture sturdy and add a interesting texture after the paint is applied. Lastly 3 pieces include an extrusion relative to the sequence. The pieces take the shape of a wave and are sized by 1”-1”-2”-3”-5” in height. The length is determined by 2 times the golden ratio.

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professor laura morthland|studio 252: order|2nd year|carbondale, il

S T A T I O N T R A I N A M T R A C K

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OBJECTIVE The object is to develop a sense of “place� for the Carbondale Amtrak Station. The design should strengthen the downtown core, support a positive point of connection between user and the train, and support alternative modes of transportation in the city of Carbondale. SOLUTION The solution for the design is to capture the motion on the exterior that is expressed by the downtown traffic, while on the interior, show a sense of serenity within the Carbondale Amtrak Station.


The interior of the site includes vegetation and water features around the seating, which has a calming effect on the passengers. The exterior facade symbolizes an Amtrak train, giving the building a sense of identity in the downtown core of Carbondale.

ks train trac

on w Jacks

st

Route 13 E Main st w Main st

Illinois ave

e W Monro

st

Route 13 t st w walnu

51

ks train trac

U.s.

public

W Elm st

The site acts as a hub for vehicular, pedestrian and train traffic in Carbondale. The form of the building expresses these three types of movement.

Employee

Vehicles

Plan parti

Pedestrian

Train

Cherry

St

Legend

Roof line elevation parti

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professor chad schwartz|studio 351: context|3rd year|carbondale, il

C E M E T E R Y C A R B O N D A L E

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OBJECTIVE The objectives of the project, in its entirety, gives the designer the challenge of finding inspiration in a cemetery setting, and using that to design and understand a space versus user relationship. The project requires that a cemetery should be designed adjacent to or in addition to the existing cemetery. Within it should include place for burial, services, and reflection or mourning. Each space should reflect the concept derived from the inspiration. SOLUTION Grieving is a natural part of coping with death. Part of the process is seeking support from friends and family. A space itself can actually be a part of the comforting feeling that supports the heavy and low emotions from grieving. The challenge is to apply the context of support to the context of a given space and give comfort in a cemetery.


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A precursor to the design of the cemetery was to create 16�x 32� panels. The panels represented scaled proportions of grave markers, memorials and large scale designs. Three trials of panels were tested, two wood, two fabric, and two concrete. Shown here are one concrete (top left), one fabric (top right) and one wood (above).


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On a personal level, objects around the site are allowed to be personalized. The use of places to sit and grieve and the addition of chalkboard slate materials allow for writing a personal message to passed loved ones.

The site slopes upward allowing for an uplifting feeling. Also, the use of slanted walls retract from a closed in feeling that a normal wall would give. Vegetation and gravel paths allow for absorption of exterior noise. These features also allow the visitor to focus on sounds that are close to nature, leaving them in comfort. Using wood on the interior of the funeral building makes the space feel warm and comforting as the sun passes through the south facing facade.


Upon entrance to the site, two options are given. The first is to enter the funeral service building. the second option is the burial grounds. The funeral building creates a pinch point between the parking lot and cemetery grounds. This allows the visitor to pass into a peaceful space without parking lot distractions.

I am proud to say this was presented in the accreditation review for the SIU architecture program in 2012.

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professor steven turnipseed|studio 352: complexity|3rd year|elbow beach, bermuda

S T A T I O N D R A U G E F I L

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OBJECTIVE Challenge is to design a hypothetical design proposal to create a culturally expressive lifeguard station for an urban recreational beach. The station will respond to the functionality of the beach as well as become an icon that identifies its location in the world of beach environments. SOLUTION The specific world beach for the challenge was Elbow Beach located on Bermuda. The strict building code requires the use of pastel colors and a white roof. All roofs are stepped to collect grey water due to lack of fresh water. The design focus was to orientate the private interior spaces toward the sun and the public station space with the beach sight line, for full views.


Parameters for the design mainly come from the codes of the island which creates a unique style of architecture. The stepped roof over the work station steps at larger intervals allowing for venting between each. Large windows around the work station allow for full view of the beach. The first aid room is located behind the work station for easy access in case of an emergency. The employee rest room, changing room and lockers are set away from the public space to allow for privacy.

The building sits right off the entrance to the beach to allow for easy access for emergency vehicles. The height of the structure allows for space to house lifeguard ATVs. The structure is all wood with stucco siding, similar to the buildings on the island.

ft

2 4

ft

2 4 8 NORTH WEST ELEVATION

IBE

TR AD RO b

4 NO

4 8 NORTH EAST ELEVATION

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ft

2

8


professor steven turnipseed|studio 352: complexity|3rd year|makanda, il

S C H O O L R I D G E E N I P

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OBJECTIVE Location of the project lies on a lake in the dense woods of a Boy Scout camp in Makanda, IL. The objective is to hypothetically remove the camp and design a fine arts school where students would live on campus and go to school. Programming includes theaters, gym, dinning hall, dorms, library and spaces for each discipline. SOLUTION The location and nature of the site brings many opportunities for an inspirational design. Sunlight, topography, the lake, and trees were parameters that formed the design. The elevation change and center lines of the site played a major role in the design of the master plan, while using nature and the trees to blend the structures into the surroundings.


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The solution created a facade that is primarily glass, but is masked by a wooden panel system. Each panel is made up of 1x4 cedar members and the panels are 2’ or 5’ panels. The system is applied randomly and at angles to add depth. Each one story portion of the buildings are made up of concrete facades and floor to ceiling windows.


The use of wood keeps the aspect of nature on the site. Pathways of gravel and wood decking connect the buildings as trees tower over every building. The use of concrete contrasts the senses as second stories vanish within the trees.

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Dorm floor plan (right) Site floor plans (far right)


professor adulsak chanyakorn|studio 451: urban design and community|4th year|dallas, tx

C I T Y C O N N E C T E D T H E

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OBJECTIVE The objective for this class was a competition in Dallas, TX, The Connected City project. The project is based on the southwest side of downtown Dallas. The idea is to connect the Dallas downtown core to the Trinity River Project, as well as the west side of Dallas. The underlying issue is the infrastructure that creates a wall between the areas. SOLUTION The solution started with the most significant issue, the wall of infrastructure. The idea involves intersecting site lines formed by the existing downtown streets, and using the intersection point as a hub. Sections of the site containing entertainment, residencies and commercial spaces surround the hub forming a web. The hub is formed over the infrastructure creating a land bridge.


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The project was split into two phases. Phase one was a group portion which involved a team of five to design the master plan for the Dallas projects. The idea of the central hub was applied. Branching off are four different sections involving residential, commercial, and recreational space. The sections offer spaces that the downtown city lacks, such as a grocer, new residential developments and a place for night life.


Phase 2 broke down each section to be designed by individual group members. The solution of the central hub is to design a land bridge to span over the infrastructure, connecting the separate regions of the site. The structural base of the bridge was derived from the grid lines of the site. Then a vegetative skin is applied over the top to allow for cooling, creating a livable micro climate. Light wells are punched into the surface, and sides are left open to allow light to fill the underside of the bridge. This also helps with cooling and venting. Lastly paths are applied, connecting each region and allowing circulation within the hub itself.

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T E R M I N A L A I R P O R T

professor shannon mccdonald|studio 452: integration|4th year|murphysboro, il

I S

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OBJECTIVE The Southern Illinois Airport is in need of a new terminal building. The new facility is to house offices for the Airport Authority, food service, lobby space, and overnight rooms for pilots and guests. Integration of new transportation technology and research is to be designed with the terminal, as SIU’s vehicle education center is on site. SOLUTION The solution chosen for the SI Airport involves a transportation method known as a straddle bus. This elevated bus allows vehicular traffic to stay in motion. The research of the straddle bus drives the form and function as the bus is used to transport guests from stations to the terminal and directly to the air plane. Efficiency in design allows for low operation costs.

Full Project Link http://issuu.com/ryannorthcutt/docs/northcutt_ ryan_final_presentation_4


SI AIRPORT

NEW ERA RD

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UT

E1

3

CARBONDALE

STRADDLE BUS TRANSIT ROUTE

Passengers enter through a lift through the top of the straddle bus or a side door like a typical train or bus. This allows the stations to be floating above ground level to save space in dense city environments. Two lanes of traffic are aloud to pass under the bus to relieve traffic jams from a parked vehicle as a typical city bus would do. Signals and alarms alert car drivers as the bus travels along the same road. The Straddle bus is to said replace 40 conventional buses and cuts down on 2,640 tons of carbon emissions a year.

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The design follows a form based on the concept. Each program space is divided into its own module. A center corridor runs perpendicular in order to connect all the spaces internally. The straddle bus is treated as a user of the building as it is allowed to pass through the building, stopping to unload and load airport passengers and users.

The bus lane is dropped below grade, while floor height is lifted above. This helps account for the height of the bus for loading of passengers.


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11

4 5

2

12 6

10

15

17 8

Perception of passing by a divide rather than being intercepted. This allows for clear sight of the destination.

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20

13 14

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18 22

23

3

1. Laundry Room 2. Overnight Rooms 3. Mechanical 4. Line Attendant 5. Book Keeper 6. Transaction 7. Flight Planning 8. Pilot Lounge 9. Vending

10. Lobby 11. Operations 12. Work Room 13. Administration 14. Managers Office 15. Reception 16. Conference Room 17. Custodial 18. Mechanical

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Lobby Space Indirect light is brought into each space of the terminal building to reduce mechanical lighting needs. This also ties contextually with the existing buildings on the SI Airport campus.

19. Cafe 20. Kitchen 21. Men’s Rest room 22. Mechanical 23. Women’s Rest room


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Structure for the terminal building consists of large sections of cast in place shear walls. Spanning between are large W12x14 steel beams with the saw tooth structure as the roof.


Heating and cooling for the building will come from a geothermal heating and cooling system. The system will use coils that will be placed in the reflecting pond located on the south side of the terminal building. A sawtooth roof system will also account for primary indirect lighting during daylight hours. Additional LED lighting will be used when needed. Operable windows on the south facade and sawtooth roof structure will allow for ventilation for the building

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B U I L D professor jon davey|design build workshop|2nd year|anna, il

D E S I G N D A Y E M P U R

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OBJECTIVE The Dayempur Design Build workshop was an experimental workshop that gave architecture students experience working with a client, and designing and building a structure. The client, Dayempur Farm: Center for Sustainable Living, gave us the challenge to design and re-build a tree house that exists on their property. The process included a design chairette, demolition and re-build. Most of the wood was salvaged and reused and additional materials were added when necessary.


The projected started in September and ended mid December. Every Saturday the group met and worked an 8 hour day. Dayempur Farm feed us lunches grown from the farm itself and provided great company and knowledge. The process taught us some basics of wood construction as we worked with architecture professors and contractors from the farm. It was required we reproposed wood from the pre-existing structure. The roofing and flooring were the only purchased items of the project. Materials such as wood siding, 2x4s, steel mesh and salvaged chalk boards were reused or found on the farm. The design itself was designed by an upper classman, but as construction methods became apparent, changes were made to the design to make the process smoother and affordable.

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photos courtesy of Gregory Wendt


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professor chad shwartz|building tech I: wood|2nd year|carbondale, il and cairo, il

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The hands on build day was to exercise the actual construction of typical wood residential construction. The process included a group of 7 members. Each member was in charge of a certain task, moving the project to completion. The project was to build a 3’ wide section of a wall. The projected started with pouring concrete and sinking anchor bolts into standard CMU blocks. Next was to build the floor, wall, and roof. The rest of the build consisted of applying building wrap, vinyl siding, a window, soffit, shingles, a carpet pad, carpet, drywall, and finally wood trim.

OBJECTIVE Building Tech I: Wood Construction teaches technical drawings and construction techniques of wood construction. Throughout the semester we examined typical construction of wood residential housing. Our objective for the technical drawings was to design a shotgun house, located in Cairo, IL showing sections, plans, elevations and details of the construction. The second project was a hands on full scale wall build. Assigned groups were given tasks to buy building supplies, plan out the process, build, and document the process.


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The process included a pre-build evaluation, build day and post-build evaluation. The group was given tasks to calculate budgets, understand building process and buy items for the build day. Build day members were allowed to come and go as classes allowed, but with a deadline. Teamwork was key. Post-build was documented, completing the wall build process.


10' - 0" setback

setback

2' - 0 3/4"

18' - 0" building

2' - 0 1/4"

setback

18' - 11 1/2"

back yard

4 A2.0 back porch setback Line property Line line of deck below gutter 6

gutter drain head

4 A2.0

A3.0

18' - 0"

5

6

4

3

2

1

10 1/2"

1' - 5 1/4"

2' - 10"

3' - 0"

1' - 11 1/2" 1' - 0"

3' - 0"

1' - 0"

3' - 0"

+10' - 0" A

A

Na 7' - 7 1/4"

3

5' - 5 1/2"

8' - 5 1/2"

2x6 wood decking

4 A2.0

2' - 11 3/4"

6' - 7 1/4"

2

+10' - 11"

4 3/4"

Se

1 UP

3' - 0"

7

1' - 3"

8

steel pipe railing around porch

DN

5 3/4"

line of wall below

8' - 7"

Co

Se stairs to back porch above

3' - 10 3/4"

6' - 5"

3' - 0"

3' - 0"

A

9 above C

6 7' - 4"

6

108

11"

2' - 6"

2' - 6"

2' - 6"

T.O. First Floor 0' - 0"

Kitchen Elevation 3 1/2" = 1'-0"

3' - 9 3/4" Name Semester

Ryan Northcutt Spring 2012

Course

ARC 242

Section

002

227 SF Wood

line of deck below

+8' - 9"

102

2' - 7 1/2"

7 SF Wood

front porch 7

+9' - 6 1/2"

A3.0

D

R-38 batt insulation at roof (typical)

R-19 batt insulation at exterior walls (typical)

KITCHEN

Rear Walls 9' - 0"

Rear Walls 9' - 0"

103 C

C

SECONDARY BEDROOM 108

C

C

C

C

E

BATHROOM

MASTER BEDROOM

LIVING/DINING

106

104

101

R-19 batt insulation at exterior walls (typical) 3

1

bar countertop

KITCHEN 103

T.O. First Floor 0' - 0" R-19 batt insulation at crawlspace crawlspace vents (typical)

crawlspace

T.O. Upper Footing -5' - 7 1/2"

C

C

STORAGE

C

UTILITIES

STORAGE

002

001

001

Grade -4' - 0"

T.O. Slab @ Basement -8' - 11 1/2" T.O. Footing -9' - 7 1/2"

T.O. Footing -9' - 7 1/2"

West Section 1/4" = 1'-0"

5

6

5

A3.0

A2.0

Grade -4' - 0"

9

T.O. Slab @ Basement -8' - 11 1/2"

4

T.O. First Floor 0' - 0" T.O. Decking -0' - 0 1/2"

T.O. Decking -0' - 0 1/2"

7 A3.0

1

South Section 1/4" = 1'-0"

1 A3.0

4 A2.0

1' - 8 1/2"

DN 8

4' - 0"

7

6

5

A

4

3

2

6' - 5"

1

3' - 0"

D above 3' - 0"

1' - 0"

1' - 2 1/2" 2x6 wood decking steel pipe railing around porch

existing sidewalk

parkway

6' - 7 1/4"

6' - 7 1/4"

3

2

1 UP stairs to front porch above

7

7

1

4 3/4"

18' - 0 3/4"

7' - 7"

A2.0

1' - 4" 3' - 4" 6' - 0"

-9' - 7 1/2" 5 1/2" 4' - 0"

18' - 0"

First Floor Plan 1/4" = 1'-0"

15' - 4" C

3' - 4" A

2' - 2 1/4"

1' - 3"

D above

6' - 0"

4' - 4 3/4"

D

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED BY AN AUTODESK STUDENT PRODUCT

D

PRODUCED BY AN AUTODESK STUDENT PRODUCT

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5 A3.0

C

7 A3.0

1 D

above

T.O. frame wall 15' - 0"

6' - 0 1/2"

4 A2.0

13' - 4 3/4"

-8' - 11 1/2"

new sidewalk

9' - 0 1/4"

1 A3.0

T.O. frame wall 15' - 0"

2' - 11 3/4"

R-38 batt insulation at roof (typical)

5' - 0"

7 A3.0

cricket drainage system

10' - 0"

5 A2.0

12' - 8"

3' - 4 3/4"

CLOSET

5

9' - 0 1/2"

6

4' - 9 3/4"

2' - 8" 3' - 4"

101

A3.0

A3.0

2 UP 1

3' - 4"

2' - 1"

3

3

C

LIVING/DINING

3' - 4"

T.O. First Floor 0' - 0"

2' - 0"

Kitchen Elevation 2 1/2" = 1'-0"

001 472 SF Concrete

1' - 3"

2

5 A2.0

STORAGE

6 4

1/2" / 1'-0"

C

2x6 wood studs @ 16" o.c.

9

A2.0

Site Plan 3/16" = 1'-0" 2

Basement Floor Plan 1/4" = 1'-0"

4' - 4 3/4"

Kitchen Elevation 1 1/2" = 1'-0"

7" 10 1/4"

clear finished lower cabinets (typical)

1' - 0 3/4"

1

10

3' - 0"

range

7

10' - 1"

2' - 9"

bar countertop half wall

8

+15' - 11 1/4"

5

24' - 7"

2' - 6" 1' - 2"

clear finished lower cabinets (typical)

dishwasher

T.O. First Floor 0' - 0"

1' - 11 1/4"

solid surface countertop

bar countertop half wall

4"

2' - 9"

2

solid surface countertop and backsplash

9

7 A3.0

A3.0

3

painted gwb

2' - 11 1/4"

2' - 11 3/4"

4

clear finished upper cabinets (typical) E

10

5 A2.0

5

6' - 11 1/4"

5

refrigerator

11' - 4"

7

painted gwb

clear finished lower cabinets (typical)

bar top

8 6

solid surface countertop and backsplash

3' - 0"

9 2' - 0"

C

4' - 0"

2' - 0"

3' - 4"

4' - 4 1/2"

B

3' - 0 1/4"

1' - 0"

2' - 5"

A0.0 render & site plan A1.0 floor plans A2.0 elevations & sections A3.0 details

1' - 0"

RANGE

3' - 6"

10

PRODUCED BY AN AUTODESK STUDENT PRODUCT 1' - 0"

Asphault Shingle Roof

DW Kitchen Elevation 3

WH

FD

002

13' - 9"

12 11

+14' - 5 3/4"

W WASHER

UTILITIES 113 SF Concrete

3' - 4" 3

13

1' - 0"

5

1" / 1'-0"

14

2

A2.0

186 SF Wood

15

Kitchen Elevation 2

Kitchen 1 Elevation 1

103

16 DN

2' - 0"

D DRYER 1

A3.0

REF

KITCHEN

1' - 6"

11

C

A2.0

3

1. Building is located to exterior face of cmu. clear finished upper 2. Grade slopes away from the building at 1/4":1'-0" minimum. cabinets (typical) 3. Grade at the face of the building is 4'-0" below top of sheathing at first floor.

R.O.

1' - 4" 66' - 0"

above

2x6 wood stud @ 16" o.c.

A3.0

66' - 0"

C 1

crawlspace access panel

6

3' - 4"

1" / 1'-0"

A2.0

above

172 SF Carpet

1' - 4"

above

C

104

105 SF Wood

24"x8" concrete wall footing below (typical)

6' - 8 3/4"

4' - 2 1/4"

C

7' - 4"

3' - 6"

109

66' - 0"

+15' - 11 1/4"

5

MASTER BEDROOM

HALLWAY

CRAWLSPACE

1/2" / 1'-0"

3' - 4"

13' - 8 1/2"

5' - 6"

30' - 0"

1' - 0"

105 12 SF Carpet

3' - 3 3/4"

CLOSET

2x6 wood stud @ 16" o.c.

-5' - 7 1/2"

38' - 5"

70 SF Tile

1

A3.0 3' - 8 1/4"

12 SF Carpet

1' - 0"

building 66' - 0"

80' - 0"

100' - 0" site

8' - 7 1/2"

107

106

15' - 0 1/2"

site plan notes

CLOSET BATHROOM

4

setback

Site Plan and Renderings Plans and Schedules Building Sections and Elevations Wall Sections and Details

6

10' - 0"

Document Samples Cairo, IL Residence

A0.0 A1.0 A2.0 A3.0

PRODUCED BY AN AUTODESK STUDENT PRODUCT

sheet index

24"x8" concrete wall footing below (typical)

C 7

6

A3.0

above

8

A2.0

Asphault Shingle Roof

C

166 SF Carpet 9' - 0"

1' - 4"

12' - 8 1/4"

PRODUCED BY AN AUTODESK STUDENT PRODUCT

above

R.O.

A3.0

SECONDARY BEDROOM

4x4 wood post w/ 8"x8"x24" concrete footing (typical)

Pro

Da


handrail asphalt shingles on roofing underlayment on 3/4" plywood sheathing on 2x10 roof joists at 24" o.c.

3/4" sheathing on 2x10 joist @ 16" o.c. wood flooring

2' - 0 1/2"

9 1/4"

T.O. First Floor 0' - 0" 11"

1/2" gypsum wallboard ceiling joist with R-38 batt insulation

asphalt shingles on roofing underlayment on 2x10 roof joist @ 24" o.c. with R-38 batt insulation

1x12 wood fasciapainted to match siding

asphalt shingles on roofing underlayment on 3/4" plywood sheathing on 2x10 roof joists at 24" o.c.

1x 12 wood fascia-painted to match siding

2' - 0 1/4"

1" 7 3/4"

clapboard siding on weather barrier on 1/2" plywood sheathing on 2x6 wood framing with R-19 batt insulation

1x4 t&g wood soffit boardspainted to match siding

weather barrier on 1/2" plywood sheathing

2x4 ceiling with R-38 batt insulation

asphalt shingles on roofing underlayment on 3/4" plywood sheathing on 2x10 roof joists at 24" o.c. with R-38 batt insulation

Rear Walls 9' - 0"

1/2" gypsum wallboard triple 2x12 header

B.O. ceiling framing 8' - 0"

Rear Walls 9' - 0"

4x8 roof structure support

1x4 t&g soffit- painted to match siding 1/2" gypsum wallboard ceiling on 2x4 ceiling joists with R-38 batt insulation

1/2" painted GWB triple 2x6 header 1x4 wood trim

2 A3.0

1x4 t&g wood soffit - paint to match siding

1x12 wood fasciapainted to match siding

14' - 7 3/4"

6" clapboard siding on building wrap on 1/2" plywood sheathing on 2x6 wood studs with R-19 batt insulation

1x12 wood fascia- painted to match siding

9' - 6 1/2"

3/4"

painted frieze board

C fixed window

2x4 wood trim- painted to match siding wood casement window

sliding glass door

1/2" 1 1/2"

6 1/2"

1

7" 3 3/4"

3"

4x4 wood post anchored to footing below

6' - 10" R.O.

8 1/2"

detail of wall section @ bedroom 1 1/2" = 1'-0"

9' - 0 3/4"

3/4"

2

1x4 t&g wood soffit - paint to match siding

detail @ stairway 3/4" = 1'-0"

19' - 5" building above grade

1

3/4"

6 3/4"

T.O. Decking -0' - 0 1/2"

double 2x6 joist hanger

1/2"

1/2" gypsum wallboard

clapboard siding on weather barrier on 1/2" plywood sheathing on 2x6 wood framing with R-19 batt insulation

clapboard siding on weather barrier on 1/2" plywood sheathing on 2x6 wood framing with R-19 batt insulation

1/2" gypsum wallboard

steel pipe railing sliding door wood flooring 1/2" sheathing on 2x10 joists @ 16" o.c.

3/4" sheathing on 2x10 joists @ 16" o.c. wood flooring

1 1/4"

7 3/4"

1' - 3"

1" 6" clapboard siding on building wrap on 1/2" plywood sheathing on 2x6 wood studs with R-19 batt insulation

slope grade away from building at 1/4":1'-0"

T.O. First Floor 0' - 0"

7 3/4"

7 3/4"

4' - 2"

8"

#4 reinf bar @ 6'-0" o.c. 8x8x16 cmu foundation wall solid grout entire wall

#4 reinf bend bar

6" perforated drain pipe (slope to drain) in gravel base with filter fabric surround

1/2" expansion joint

drainage mat on dampproofing on 2" rigid insulation board adhered to foundation wall

4" concrete slab on 2" rigid insulation board on 4" abc T.O. Slab @ Basement -8' - 11 1/2"

T.O. Slab @ Basement -8' - 11 1/2"

8"

T.O. Footing -9' - 7 1/2"

wood awning window in masonry opening

detail of wall section @ living 1 1/2" = 1'-0"

Grade -4' - 0"

T.O. Footing -9' - 7 1/2"

6" perforated drain concrete footing pipe (slope to drain) in gravel base with #4 reinf bend bar filter fabric surround

#4 reinf bar

5

section @ front porch 3/4" = 1'-0"

#4 reinf bar concrete footing

6

wall section @ bedroom 3/4" = 1'-0"

7

wall section @ living 3/4" = 1'-0"

#4 reinf bend bar

6" perforated drain pipe (slope to drain) in gravel base with filter fabric surround

page 35

insulation strip

4

#4 reinf bar concrete footing

basement awning window

slope grade away from building at 1/4":1'-0"

4" concrete slab on 2" rigid insulation board on 4" abc

termite shield

1 1/2"

slope grade away from building at 1/4":1'-0"

C

T.O. Upper Footing -5' - 7 1/2"

drainage mat on dampproofing on 2" rigid insulation board adhered to foundation wall

1/2" expansion joint

2x6 pressure treated sill plate with anchor bolts at 6'-0" o.c.

5 3/4" 1/2"

Grade -4' - 0"

#4 reinf bar @ 6'-0" o.c.

2x10 rim joist board

8" cmu lintel above window

8x8x16 cmu foundation wall solid grout entire wall

T.O. Decking -0' - 0 1/2"

8" cmu lintel above window

5' - 4"

T.O. Decking -0' - 0 1/2"

#4 reinf bar @ 6'-0" o.c.

4 A3.0

2x6 sill plate w/ 15" anchor bolts at 6'-0" o.c.

8"

9 1/4" 3/4"

3/4"

wood flooring 3/4" sheathing on 2x10 @ 16" o.c.

vapor retarder on ground - all seams to be fully sealed

4 1/2" Grade -4' - 0"

4' - 9 1/2"

1/2"

1/2" 5 1/2"

4" wood wallbase

1 1/2" 10 3/4"

4' - 4 3/4"

7 1/2"

8x16 crawlspace vent

2x10 rim board

2' - 0" R.O.

5"

8x8x16 cmu foundation wall solid grout entire wall

2x6 sill plate w/ 15" anchor bolts at 6'-0" o.c.

8' - 11 1/2" floor to floor

1 1/4"

detail of wall @ front porch 1 1/2" = 1'-0"

T.O. First Floor 0' - 0"

2x10 rim board 2x6 decking on 2x8 joists @ 16" o.c.

2x6 sill plate w/ 15" anchor bolts at 6'-0" o.c.

insulation strip

3

T.O. Decking -0' - 0 1/2"

4x8 wood beam

2x6 pressure treated sill plate with anchor bolts at 6'-0" o.c. termite shield

#4 reinf bar @ 6'-0" o.c.

4' - 2"

7 3/4"

2x10 rim board

T.O. First Floor 0' - 0"

T.O. Decking -0' - 0 1/2"

3' - 4" clearance

3 A3.0

2x6 ledger

wood flooring

T.O. First Floor 0' - 0" 10"

2x8 wood fascia

T.O. Decking -0' - 0 1/2"

3/4" sheathing on 2x10 joists @ 16" o.c.

11 1/2"

T.O. First Floor 0' - 0"

1' - 5 1/2"

3/4"

wood flooring 3/4" sheathing on 2x10 joist@ 16" o.c.

9 1/4" 3/4"

1 1/2" 10 3/4"

2x6 decking on 2x8 joists @ 16" o.c.


prof. chad schwartz, laura morthland, shannon mcdonald|arc 350 & 434|3rd year/4th year|cairo, il

COLLABORATIVE RESEARCH BUILD DESIGN

page 36

OBJECTIVE Design Build Research Collaborative is an on going class that was granted money to work on a historic preservation shotgun residence in Cairo, IL. The class is in collaboration with the Delta Center Youth Build Group located in Cairo. SOLUTION The purpose of the first class was to research and record the existing conditions of the current historic shotgun house and then to redesign the floor plan to accommodate large family. The second class continued over a period of 4 weeks during the summer. A group of 10 students worked closely with the Youth Build group and a local general contractor, demolishing and reconstructing the historic shotgun house.


The start of the DBRC process was to research the Cairo residence, giving it a restored look. This process PRODUCED BY AN AUTODESK STUDENT PRODUCT took a semester of planing and drawing. Phase two was to take the completed documents and complete demo and start construction. The group learned about proper demo, tuck pointing, applying new joist to an old condition and collaboration with another group. All of phase two was led by a contractor and an architecture professor.

GENERAL PLAN NOTES

1. PLUMBING WALL IN BATHROOM ALIGNED W/ BATHROOM ON THE SECOND FLOOR.

2. ALL INTERIOR WALLS DIMENSIONED TO FACE OF STUD UNLESS OTHERWISE NOTED.

3. ALL NEW INTERIOR WALLS ARE 2X4 STUDS AT 16" O.C. WITH 1/2" GWB ON EACH SIDE UNLESS OTHERWISE NOTED.

4. EXISTING STAIR STRUCTURE TO REMAIN INTACT. REFINISH TO MATCH NEW FLOORING ON FIRST AND SECOND FLOORS.

Southern Illinois University School of Architecture 875 South Normal Avenue 410 Quigley Hall Carbondale, Illinois 62901 dbrc@siu.edu siucdbrc.wordpress.com

6. ALL EXISTING CEILINGS/FLOOR JOISTS TO RECEIVE NEW GWB

Project Information: 12th Street Residence 224 12th Street Cairo, Illinois 62914

12th Stre Residenc 1 a-3.0 B

Closet

Living Room

101

102

A

106

102

2' - 8"

2 a-3.1 B DN

Vestibule 100

A

111

7

Bathroom 107

WH

Laundry 3

2

8' - 9 1/2"

109

K2

a-4.0

Project Number: 2013-001 C

1

Kitchen

108

108

This drawing is the property of the Design|Build Research C Southern Illinois University. This drawing is limited to the or it was prepared. Changes, reproduction, or assigning to an permitted without the written consent of Southern Illinois Un

First Floor Plan

NEW ELECTRICAL PANEL

First Floor Plan 3/16" = 1'-0"

N

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1

Hallway 111

1 1/2" FURR OUT FOR PLUMBING WALL

Date: 04.26.13

W

8

106 2' - 4"

NEW MECHANICAL CHASE

A

Phase: Design Development

109

Hallway 110

Closet

Residential Adaptive Reu

D

DW

Porch

105

103

UP

Bedroom

104

K3

A

3' - 6 1/2"

104

Bedroom

2' - 4"

NEW FRAME WALL IN POCKET DOOR OPENING MATCH WIDTH TO THAT OF EXISTING WALL TO FINISH FLUSH

A

K1

B

5' - 6 1/2"

B

page 37

PRODUCED BY AN AUTODESK STUDENT PRODUCT

5. ALL EXISTING INTERIOR WALLS AND INTERIOR FACE OF EXTERIOR WALLS TO RECIEVE NEW GWB

a-1.1



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