Sean Jeong_architecture portfolio

Sean Jeong, Portfolio 2011

residence rendering, 2008

Thesis year studio ------------------- 1-6

4th year studio -------------------- 7-14

3rd year studio -------------------- 15-22

2nd year studio -------------------- 23-28

Summer studio -------------------- 29-30

Drawing -------------------- 31-34

Rural studio -------------------- 34-44

Table of Contents

Mixed-Use Residential, ALThesis year, professor GarmazFall 2011

This is an ongoing thesis project. The design inten-tion is to bring more people into the Montgomery downtown area by creating mixed-use residential building that contains the qualities of suburban neighborhoods. By creating the courtyard on the second floor of the building, it became more secured playground where residents’ kids can play around. I focused on the form of the building that could have plenty of light and airflow through the courtyards and each unit.

Thesis year studio

1

Site plan

Sun study of the site

Fall 2011

2

SECTION A-A

SECTION A-A

SECTION A-A

SECTION A-A

Thesis year studio

3

Courtyard perspective

Fall 2011

4

Thesis year studio

5

Fall 2011

6

Chicago children Hospital, IL4th year, professor BurlesonFall 2010

Children’s hospital should be designed with qualities of non-threatening playfulness, softness and safety. Urban buildings must fit into the context and the environment of the surroundings.

DESIGN: I started by designing a rectangular form with a facade that fits in with the surrounding buildings to keep up Chicago’s urban formality of the streets. The upper portion of the hospital evokes a childlike quality with round forms of colored glazing. The ground floor has efficient traffic thru the edge of the building, and the main entrances direct people to the formal ground lobby which redirects people to the intensive care units or the Sky Lobby. The patient floor also includes clear public circulation with a circular form of the plan including clear unit separation. Each unit has 7 private patient rooms, a nurse station and two family rooms. Each patient room and family room has a view of the city, and every floor has a balcony where people can enjoy the south sunlight.

4th year studio

7

Fall 2010

8

Patient floor process

Ground floor plan

SUPPORT

AMBULANCE DOCK

LOADING DOCK

GROUND FLOOR PLAN 1/32” = 1’ - 0”

SUPPORT

AMBULANCE DOCK

LOADING DOCK

SECTION A-A 1/32” = 1’ - 0”

Ground fl oor plan

plan sketch

Section A-A

4

4th year studio

9

Ground floor process

Site plan

PLAY ROOM

PLAY ROOM

SUPPORT

NURSE STATION -d

NURSE STATION -c

NURSE STATION -b

NURSE STATION -a

a-1

a-2

FAMILY A-1

a-3 a-4 a-5

a-6

a-7

b-1 b-2

b-3

b-1

b-5

b-4

b-6 b-7

c-1

c-2

c-3 c-4 c-5

c-6

c-7

d-1 d-2

d-3

d-4

d-5

d-6 d-7

FAMILY A-2

FAMILY B-1

FAMILY B-2

FAMILY C-1 FAMILY C-2

FAMILY D-1

FAMILY D- 2

BALCONY

PATIENT FLOOR PLAN 1/16” = 1’ - 0”

SECTION A-A

Patient floor plan

Fall 2010

10

Material and Method IIProfessor ZorrProject I - wall details

section 3/4” = 1’0” Plan 3/4” = 1’0”

The insulated concrete panel wall system incorporates expanded polystyrene (EPS) foam board insulation for thermal energy efficiency. The stadard Solarcrete insulated concrete wall includes 6” of EPS foam and 2” fiber reinforced shotcrete on both sides of the foam.

Sean Jeong

SUPPORT

AMBULANCE DOCK

LOADING DOCK

SECTION A-A 1/32” = 1’ - 0”

Ground fl oor plan

plan sketch

Section A-A

4

Section detail Section A-A Early section sketch

The insulated concrete panel wall system incorporates ex-panded polystyrene (EPS) foam board insulation for thermal energy efficiency. The stadard Solarcrete insulated concrete wall includes 6” of EPS foam and 2” fiber reinforced shot-crete on both sides of the foam.

4th year studio

11

Fall 2010

12

Model process

3D mo

5

4th year studio

13

odel process

6

Fall 2010

14

Columbus Courthouse, GA3rd year, professor BurlesonSpring 2010

Project:A courthouse should be evocative, symbolic, iconic and cultural. A courthouse should be friendly to the citizens, and it should be the “face” of the city.

Design solution: Columbus has several significant, historical, and industrial build-ings. The design solution of the courthouse is to bring together both the historical and artful sides of Columbus. The west and south facades of the courthouse has a typical brick material, just like the surrounding industrial buildings with large modern trans-lucent glass pieces which represent the restricted section of the courthouse. The east and north facades, which are across from the River Art Performing Center, has a curved skin wall that sym-bolizes the river, and it creates a friendly experience with a public square for the citizens to gather.

3rd year studio

15

Spring 2010

Section B-B

Main entrance

16

3rd year studio

17

Spring 2010

18

3rd year studio

19

Spring 2010

20

1

2

3

4

4

5 5

4 4 6

6

1 - MEETING HALL2 - LIBRARY3 - CAFETERIA4 -ADMINISTRATOR’S SUITE5 - OFFICE6 - PRESS / MEDIA ROOM7 - COURTROOM8 - JUDGE’S CHAMBERS9 - TRIAL JURY10- CONFERENCE ROOM

SECTION A-A

N

5

5

SE

CTI

ON

B-B

Section A-A First floor plan

3rd year studio

21

SECTION A-A

SEC

TIO

N B

-B

7

7

8

9

89

10

5

5

5

5

5

5 5 5 5 5

5

5

5 5

SECTION A-A

7

7

8

8

9

9

10

5

5

5 5

Second floor plan

Fifth floor plan

Spring 2010

22

Natural History Museum in Montgomery, AL2nd year, professor Faustspring, 2009

The objective of this project was to design a new riverside educational center for Montgomery. The program of the project includes classrooms, a gallery, a small auditorium, offices, a bookstore and a restaurant. Visitors will be expect-ed to walk along the river walk to access the building. Ex-terior Spaces, including a garden must be accommodated.

Design - I continued the curvilinear motion of the river walk into the form of the museum. By putting rectilinear trusses outside of the structure, I was able to create the har-mony of the curvilinear and rectilinear forms.

2nd year studio

23

Spring 2009

24

2nd year studio

25

Spring 2009

26

Design Facade in Opelika, AL2nd Year Fall, professor TruittFall, 2008

The objective of the project was to design a façade with a 10 foot front portion of the bookstore which has a small residence inside. The original façade is located in downtown Opelika, Alabama. The new façade does not disturb its sur-rounding buildings or the street in the front. The concept of the new façade came from merely stacking books in a book-shelf and creating different expectations of the natural light brightening the interior. The entrances are distinguished between the public door and the private door. The form of the façade has a great sky connection and a balcony for the private residence.

Original facade

2nd year studio

27

New facade

Front portion of the plan

Fall 2008

28

Summer StudioHangar projectSummer, 2008

This project was to design a hangar for a single plane. A small café, stor-age, bathrooms and offices are all un-der one roof. The curved roof creates a great sky connection.

Summer studio

29

Summer 2008

30

Designing a room with use of perspective drawing

The project was to design the interior of two rooms using perspective views from one room to another. One room is 15’ x 15’ x 15’, and the other is 15’ x 45’ x 15’. There are line, material and rendering drawings.

Drawing

31

32

Drawing

33

34

Rural studio

35

Rural Studio

Fall 2009

36

Rural studio

37

Fall 2009

38

Rural studio

39

Fall 2009

40

Rural studio

41

Fall 2009

42

Rural studio

43

Fall 2009

44

Work Experience

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UP

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UP

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UP

DN

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PF

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1 59

1 60

1 68

1 13

1 14

1 19

1 36

1 42

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17629'12"E

20.37'

S57%%17632'15"E 69.72'

S21%%

17643'54"E 136.19' TOTAL

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IF(

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IF(

S57%%17616'25"E 155.03' TOTAL124.74'

IF

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S56%%

17608'52"E

15.26'

N36%%1762

9'12"E

4.9

8'

IS 10.05'(

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20.24'

S53%%

17630'48"E

11.55'

69.01'

(

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IS

S36

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17629

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CSX TRANSPORTATION, INC.

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NEW WATER STREET(PUBLIC)

C S X R A I L R O A D T R A C K S

C A R L T O N R O A D

PAVED PARKING AREA

CONCRETE

PARKING AREA

PARKING AREA

DNUP

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FRI G ICE MIC RO

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FLOOR-400 F#

FLOOR ING N OTE S:

BEFORE LAY ING DOW N C ARP ET, BUI LDE R A ND/ ORINS TALLER AR E TO FOLLOW MANU FAC TUR ER PA DDI NG

GUID ELI NE. TH EY ARE RE SPONSI BLE FOR C ONTACTING

DEALER TO INS URE THE CORRE CT PADD ING FOR E ACHPARTICU LAR NEE D A ND P ROP ER INSTALLATI ON.

TV

EXTEN D PA NELDETAIL ON TO

CEILI NG.

BAR9 ' CL G.

BUSINESS

CENTER9 ' CL G.

AMEN ITYPLAN 1

9 ' CL G.

ROOM 79 ' CL G.

MECH . 1

MECH . 2

J

COURTYARD 1

COURTYARD 2

BREEZEWAYBREEZEWAYBREEZEWAYBREEZEWAY

2 HOUR RATED ELEVATOR SHAFT,PER UL U905

STAIR EXIT DISCHARGE (BASEMENT LEVEL)






STAIR EXIT DISCHARGE (LEVEL 1)



HORIZONTAL EGRESS

HO

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TA

L E

GR

ES

S

HO

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TA

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S

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2 HOUR FIREWALL, PER UL U336

2 HOUR RATED FIREWALL, 8"PRECAST CONCRETE PANELS

PROPERTY LINE

FIRE APPARATUS ACCESS LANE

FIRE HYDRANT

2 HOUR RATED ELEVATORSHAFT, PER UL U905

FIRE HYDRANT

HATCH INDICATES BASEMENT

FIRE HYDRANT

FIRE TRUCK 'T' TURN

HATCH INDICATES FIREAPPARATUS ACCESS LANE

2 HOUR RATEDFIREWALL,PER UL U336

CORRIDORS 1 HOUR RATED, TYP.

CO

RR

IDO

RS

1 H

OU

R R

AT

ED

, T

YP

.

2 HOUR STAIR ENCLOSURE, 8"PRECAST PANELS

2 HOUR RATED TRASH CHUTEENCLOSURE

PROPERTY LINE

PROPERTY LINE

35' - 0"

15' -

4 1

/2"

2 HOUR RATEDFIREWALL,PER UL U336

PARKING DECK ENTRY

ELECTRICALTRANSFORMER

ELECTRICAL TRANFORMER

ELECTRICAL TRANSFORMER

ELECTRICAL TRANSFORMER

ELECTRICAL TRANSFORMERS

DRY STANDPIPE

90 MINUTE RATEDOPPOSING SWING DOOR INFIREWALLS,TYP.

180'

115'

131'

90'

170'

1.4%

3.0%

FIRE HYDRANT

CIRCLE INDICATES A 150' RADIUS FORHOSE LENGTH COVERAGE FROM EACHFIRE HYDRANT LOCATION

REMOTE FIRE DEPARTMENTCONNECTION

FIRE HYDRANT

REMOTE FIREDEPARTMENT CONNECTION

REMOTE FIREDEPARTMENTCONNECTION

STANDPIPE

STANDPIPE

DRY STANDPIPE DRY STANDPIPE

STANDPIPE

STANDPIPE

R 1

50' -

0"

TY

P.

OVERHEAD LINES TO BEREMOVED AND BURIEDUNDERGROUND THIS SIDEOF BUILDING FROM THISPOWER POLE NORTH

EXISTING OVERHEAD POWERLINES TO REMAIN

OCCUPANT LOAD:

TYPE OF CONSTRUCTION:

FLOOR AREA:

OCCUPANCY:

SPRINKLER TYPE:

OCCUPANT LOAD:


FLOOR AREA:

OCCUPANCY:

SPRINKLER TYPE:

200 S.F./FLOOR = 146

PARKING DECK2B

29,167 S.F.

S-2

N/A - STANDPIPES AT STAIRSAND CENTER

OCCUPANT LOAD:


FLOOR AREA:

OCCUPANCY:

SPRINKLER TYPE:

200 S.F./FLOOR = 72

BUILDING 4C5A

14,293 S.F.

R-2, APARTMENTS

NFPA 13

OCCUPANT LOAD:


FLOOR AREA:

OCCUPANCY:

SPRINKLER TYPE:

200 S.F./FLOOR = 138

BUILDING 4B5A

27,478 S.F.

R-2, APARTMENTS

NFPA 13

OCCUPANT LOAD:


FLOOR AREA:

OCCUPANCY:

SPRINKLER TYPE:

200 S.F./FLOOR = 122

BUILDING 4A5A

24,214 S.F.

R-2, APARTMENTS

NFPA 13

OCCUPANT LOAD:


FLOOR AREA:

OCCUPANCY:

SPRINKLER TYPE:

200 S.F./FLOOR = 47

BUILDING 15A

9,279 S.F.

R-2, APARTMENTS

NFPA 13R

OCCUPANT LOAD:


FLOOR AREA:

OCCUPANCY:

SPRINKLER TYPE:

200 S.F./FLOOR = 47

BUILDING 25A

9,279 S.F.

R-2, APARTMENTS

NFPA 13R

OCCUPANT LOAD:


FLOOR AREA:

OCCUPANCY:

SPRINKLER TYPE:

200 S.F./FLOOR = 47

BUILDING 35A

9,279 S.F.

R-2, APARTMENTS

NFPA 13R

2 HOUR RATED STAIRENCLOSURE PER UL U336



120' -

0"

R 28' -

0"

R 35' - 0"

24' - 0"

R 25' - 0"

R 21' -

0 3

/8"

R 150' - 0"

R 15

0' - 0

"

R 1

50' -

0"

R 150' - 0"

R 150' - 0"






20' -

0"

20' - 0"

T

T

T

T TT

T

T

T

T

T

T

T

T

FIRE APPARATUS LEGEND

GENERAL NOTES:-PARKING DECK STRUCTURE TO BE PRECAST CONCRETE AND IS TO BE AN 'OPEN PARKING STRUCTURE'.-APARTMENT BUILDINGS STRUCTURE TO BE WOOD STUD FRAMING WITH OPEN WEB WOOD FLOOR AND ROOF TRUSSES, ALL EXTERIOR WALLS TO BE1 HOUR RATED PER UL U356, ALL TENANT SEPERATION WALLS TO BE 1 HOUR RATED PER UL U341, ALL CORRIDOR WALLS TO BE 1 HOUR RATED PERUL U305, ALL INTERIOR BEARING WALLS TO BE 1 HOUR RATED PER UL U305, ALL FLOOR/CEILING ASSEMBLIES TO BE 1 HOUR RATED PER UL L521,AND FLOOR/ROOF ASSEMBLIES TO BE 1 HOUR RATED PER UL P522.

- AN APPROVED WATER SUPPLY SYSTEM TO BE INSTALLED PRIOR TO COMBUSTIBLE MATERIALS ARRIVING ON SITE.- CLASS I STANDPIPES TO BE INSTALLED IN ADDITION TO SPRINKLER SYSTEM, SEE PLAN FOR LOCATIONS.- KNOX BOX TO BE LOCATED AT MAIN ENTRANCE (LEASING OFFICE) FOR FIREMAN ACCESS - SEE WWW.KNOXBOX.COM FOR INFORMATION ANDORDERING.- BUILDING NUMBERS TO BE LOCATED ON BUILDING FACADE SO THEY ARE PLAINLY VISIBLE FROM THE STREET FOR EMERGENCY RESPONDERS.- NO LANDSCAPING OF ANY TYPE SHALL BE PLANTED WITHIN A 5'-0" RADIUS OF ANY FIRE HYDRANT OR FIRE DEPARTMENT CONNECTION.LANDSCAPING IN THE AREA OF FIRE DEPARTMENT CONNECTIONS HALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED 5'-0" RADIUSON THE MATURITY OF THE LANDSCAPING. NO OTHER OBSTRUCTIONS MAY ENCROACH IN THE 5'-0" RADIUS.

FIRE APPARATUS ACCESS LANE HATCH PATTERN.THIS PATTERN SHOWS THE EXTENTS OF THE FIRE APPARATUS ACCESS LANE - 20'-0" MIN. WIDTH AND13'-6" VERTICAL CLEARANCE.

EXIT DISCHARGE .THIS SHOWS THE LOCATION OF EXIT DISCHARGE FROM THE STAIR TOWERS TO PUBLIC RIGHT OF WAY,ALSO AN ACCESS POINT TO THE BUILDING FOR FIREMAN ACCESS.

BASEMENT LOCATIONHATCH INDICATES AREA OF BASEMENT FOR EACH BUILDING.

ELECTRICAL TRANFORMERELECTRICAL SERVICE TO RUN UNDERGROUND TO PANELS AND METERS ON BUILDING

FIRE HYDRANTLOCATED WITHIN 500' OF EACH OTHER AROUND SITE

100' TRAVEL DISTANCE LINESTHESE LINES SHOW THE TRAVEL DISTANCE TO THE FURTHEST POINT FOR MEANS OF EGRESS FROM EACH BUILDING.FOR R-2 OCCUPANCY THE MAX. ALLOWED IS 250' AND FOR S-2 OCCUPANCY 300' IS THE MAXIMUM ALLOWED.

BUILDING LEGEND

PARKING DECK

BUILDING 4A

BUILDING 4B

BUILDING 4C

BUILDING 1

BUILDING 2

BUILDING 3

D A V I S A R C H I T E C T S

D A V I S A R C H I T E C T S , I N C .

1 0 0 0 M A R I E T T A S T R E E T N W, S U I T E 3 0 4

6 7 8 . 7 0 5 . 9 7 0 4

A T L A N T A , G E O R G I A 3 0 3 1 8

W E B S I T E D A D O T . C O M

DATE

DRAWN CHECKED APPROVED

PROJECT NO.

DRAWING NO.

KEY PLAN

SHEET TITLE

DESCRIPTIONDATE

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ML JH GC

ISSUE FOR PERMIT06/24/2011

LS1.00

FIRE APPARATUS SITEPLAN

-

3567.01

1" = 30'-0"LS1.00

1 FIRE APPARATUS SITE PLAN

REV

UP

UP

DN

DN

UP

UP

DN

DN

STAIR 1

B2

B2

B2

B7

6

A2.77

DRY STANDPIPE

6' -

5"

8' -

3"

5' -

2"

9 T

RE

AD

S @

11"

BASES OF DESIGN OTISGEN 2 L-SERIES MACHINE ROOMLESS ELEVATOR, 3500 LB CPACITY,200 FPM SPEED

ELEVATOR

R 4

' - 0

"

2 HOUR RATED 8"PRECAST CONCRETE WALL,BY PARKING DECK MANUFACTURER

FEC

INTERIOR CAB DIMENSIONSFOR EMS STRETCHER

24"

84"

5' - 5"

7' -

8 3

/8"

430' - 8 5/8"

4' -

11 3

/4"

4' -

5"

6

A2.77

DRY STANDPIPE

9 T

RE

AD

S @

11"

ELEVATOR

R 4

' - 0

"

5' -

2"

8' -

3"

6' -

5"

6' - 11"

8' -

4"


R 4

' - 0

"

R 4' - 0"

B2

B2

FEC

441' - 5 1/4"

4' -

11 3

/4"

4' -

5"

6

A2.77

DRY STANDPIPE

9 T

RE

AD

S @

11"

R 4

' - 0

"


R 4

' - 0

"

R 4' - 0"

5' -

2"

8' -

3"

6' -

5"

B2

B2

ELEVATOR

FEC

8' -

4"

6' - 11"

452' - 1 1/8"

6' -

1"

4' -

5"

6

A2.77

DRY STANDPIPE

9 T

RE

AD

S @

11"

R 4

' - 0

"


R 4

' - 0

"

R 4' - 0"

5' -

2"

8' -

3"

6' -

5"

ELEVATOR

6' - 11"

8' -

4"

FEC

B2

B2

0' - 9" 2' - 10" 0' - 9"

1' - 9"

2' -

6"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

1' -

0"

2' -

2"

4' -

0"

4' -

0"

4' -

0"

4' -

0"

462' - 9"

6' -

1"

4' -

5"

1' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

B1

6

A2.77

8 T

RE

AD

S @

11"

R 4

' - 0

"


R 4' - 0"

R 4' - 0"

ELEVATOR

B2

B2

FEC

6' - 11"

8' -

4"

7' -

4"

7' -

4"

5' -

2"

10

6' - 11"

SHIP LADDER ACCESS TO ROOF

11' -

11 3

/8"

A8.50

11

5' -

0 5

/8"

5' -

7 1

/4"

5' -

0 5

/8"

5' -

7 1

/4"

5' -

0 7

/8"

5' -

7 3

/4"

5' -

0 7

/8"

5' -

7 3

/4"

10 R

ISE

RS

@ 6

.77"

9 R

ISE

RS

@ 6

.76"

10 R

ISE

RS

@ 6

.77"

9 R

ISE

RS

@ 6

.76"

10 R

ISE

RS

@ 6

.73"

9 R

ISE

RS

@ 6

.74"

10 R

ISE

RS

@ 6

.73"

9 R

ISE

RS

@ 6

.74"

10' -

7 7

/8"

10' -

7 7

/8"

10' -

8 5

/8"

10' -

8 5

/8"

2 HOUR PRECAST CONCRETEWALL

42" HIGH STEEL GUARDRAIL, PAINTED

34" HIGH, 1 1/2" O.D. STEEL PIPEHANDRAIL, PAINTED

1/2" STEEL PICKETS @ 4" O.C. MAX, PAINTED

PRECAST STAIR LANDINGS

A7.06

6Sim

A7.06

7Sim

A2.77

8

A2.77

9

4'X6' ROOF HATCH

ROOF ACCESS LADDER,SHIP LADDER

DRY STAND PIPE

POST TOPPED PRECAST 'T'

7

A7.06

Sim

12' -

4"

16 R

ISE

RS

@ 9

.25"

6' -

8"

6' -

8"

LINE OF 6'8" HEADHEIGHT CLEARANCE

3

6

A2.77

11

A8.50

6' -

0"

4' - 0"

4'-0"X6'-0"METAL ROOF HATCH

ELEVATOR EXHAUST,SEE MECH.

6

A2.77

PROVIDE LOCKING GRILLEOVER STAIR WHEN NOT IN USE




6 7 8 . 7 0 5 . 9 7 0 4

A T L A N T A , G E O R G I A 3 0 3 1 8


DATE


PROJECT NO.

DRAWING NO.

KEY PLAN

SHEET TITLE

DESCRIPTIONDATE

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Author Checker Approver


A2.77

ELEVATOR/STAIR 1PLANS

-

3567.01

1/4" = 1'-0"A2.77

1 PARKING DECK ENLARGED STAIR 1 BASEMENT

1/4" = 1'-0"A2.77

2 PARKING DECK ENLARGED STAIR 1 LEVEL 1

1/4" = 1'-0"A2.77


1/4" = 1'-0"A2.77


1/4" = 1'-0"A2.77


1/4" = 1'-0"A2.77

6 PARKING DECK STAIR 1 SECTION

1 1/2" = 1'-0"A2.77

8 STAIR LANDING DETAIL TOP @ PARKING DECK

1 1/2" = 1'-0"A2.77

9STAIR LANDING DETAIL, BOTTOM @ PARKINGDECK

NOTE:SEE A 7.06 FORTYPICAL STAIR DETAILS

1/4" = 1'-0"A2.77

7 PARKING DECK STAIR/ELEVATOR ROOF PLAN

1/2" = 1'-0"A2.77

10 ROOF LADDER ELEVATION

REV

26' - 8"

13' -

4"

5

A2.79

4' - 4" 2' - 0" 23' - 8" 2' - 0"

13' -

11 5

/8"

32' - 0"

12' -

8 3

/8"

2G

ACCESSIBLE RAMP, SEE CIVIL, PROVIDEHANDRAILS BOTH SIDES @ 34" ABOVESLOPE, MAXIMUM SLOPE OF 1:12 WITH 2 %CROSS SLOPE

8" CMU WALL

30 CU YD CONTAINER

COMPACTOR, BASES OFDESIGN MARATHON RJ-225

FABRICATED ON SITE METALHOPPER

ELECTRICAL PANEL, SEE ELECTRICAL

PROVIDE BLACK VINYL COATEDCHAINLINK AS SHOWN FORCONTROLLED ACCESS TO DECK

DECORATIVE GATE ATFRONT OF COMPACTOR

LANDING TO BE A MINIMUM OF5'-0" x 5'-0"

10" 5' - 6"

1' -

4"

12' -

0"

3

422' - 6 1/8" 1" / 12"

DOWN

419' - 6"

420' - 6 1/8"

418' - 6 1/8"

24' - 0"

11' -

4"

1" / 12"

DOWN

A2.79

6

5

A2.79

5' TURNING RADIUS

30"X48" C.F.S.

6' - 11 1/4"

7' -

4 3

/8"

5' -

0"

5' - 9 1/2"

18' - 2 1/8"

21" WIDE X 18" HIGH, STAINLESS STEEL, POSITIVE LATCHING,BOTTOM HINGED TRASH DROP DOOR,TO BE SELF CLOSING, 60 MIN RATED DOOR

8" CMU WALL

STUCCO FINISH ON EXTERIOR GYP ONMETAL STUD FRAMING WITH GYP BDFINISH ON INTERIOR

36" STAINLESS STEEL TRASH CHUTE

ALL WALLSAROUND TRASHCHUTE / DROP ROOM 1 HOUR RATED.TYP. ALL FLOORS

B7

3

3

5

A2.79

6' - 11 1/4"

7' -

4 3

/8"

5' - 9 1/2"

5' -

0"

5

A2.79

6' - 11 1/4"

7' -

4 3

/8"

5' -

8 3

/8"

4' -

0"

2' -

6"

3' -

6"

TRASH DROP DOOR AND CHUTE

8" CMU WALL

2 COAT STUCCO ON EXTERIORSHEATHING ON METAL STUD

8" CMU

TRASH DROP DOOR21" WIDE X 18" HIGH.

METAL HOPPER

STEEL BEAM SUPPORTFOR WALL, ANDTRASH CHUTE ABOVE

HINGED DOOR ON TRASH CHUTEWITH SPRING HINGES

36" STAINLESS STEEL TRASHCHUTE

FULL DIAMETER VENT THRU ROOFW/ EXPLOSION CAP PER NFPA-82,SEE MACH.

3 5/8" METAL STUD WALL WITH 5/8"TYPE 'X' EXTERIOR GYP SHEATHINGAND STUCCO FINISH

SINGLE PLY EPDM ROOF OVERMETAL DECK ON METAL JOIST ROOFFRAMING WITH 5/8" GYP BD BELOW

RAMP LANDING

419' - 6"

8' -

0"

419' - 0"

427' - 6"

21" WIDE X 18" HIGH, STAINLESS STEEL, SELF-CLOSING,BOTTOM HINGED, HAND OPERATED HOPPER TYPE DOORSBEARING 1 1/2 HR. U.L. "B" LABEL

3

422' - 6 1/8"

34"

HANDRAIL BOTH SIDES @ 34" ABOVE.

48"

FABRICATE FLOOR FRAMES OF 1-1/2" X 1-1/2" X 3/16"ANGLES AND 1-1/2" X 3/16" BAR STOCK WELDED ASSEMBLY.

ROLLING DISCHARGE DOOR WITH 165 DEG F. FUSIBLE LINK

3

26' - 8"

5

A2.79

ACCESSIBLE RAMP, SEE CIVIL, PROVIDE HANDRAILS BOTH SIDES@ 34" ABOVE SLOPE, MAXIMUM SLOPE OF 1:12 WITH 2% CROSS SLOPE

1" / 12"

1" / 12"

DOWN

DOWN

11' -

4"

5' - 8"

418' - 6 1/8"

24' - 0"5' - 8"

LANDING TO BE MINIMUM OF5'-0" X 5'-0"

LANDING TO BE A MINIMUM OF 5'-0" X 10'-0"

TRASH DROP DOOR CUT INTO CMU WALL

5' -

8"

5' -

8"

422' - 6"

1' - 6 7/8" 1' - 9" 2' - 2"




6 7 8 . 7 0 5 . 9 7 0 4

A T L A N T A , G E O R G I A 3 0 3 1 8


DATE


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SHEET TITLE

DESCRIPTIONDATE

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Author Checker Approver


A2.79

TRASH DROP/ CHUTEPLANS

-

3567.01

1/4" = 1'-0"A2.79

1 TRASH DROP ENLARGED PLAN BASEMENT

1/4" = 1'-0"A2.79

2 TRASH DROP ENLARGED PLAN LEVEL 1

1/4" = 1'-0"A2.79


1/4" = 1'-0"A2.79


1/4" = 1'-0"A2.79

5 TRASH DROP/CHUTE SECTION

REV

1/2" = 1'-0"A2.79

6Callout of TRASH DROP ENLARGED PLANBASEMENT

3

ACOUSTICAL SEALANT

1 x 4 WOOD BASE

5/8" TYPE 'X' GYPSUM BD.

BATT INSULATION

2 x 4 BASE PLATE

1" AIR SPACE

FINISH FLOOR MATERIAL

3/4" GYPCRETE TOPPING

3/4" PLYWOOD DECKING

CONTINUE PLYWOOD SUB FLOOR& GYPCRETE TOPPING THROUGH

SEPARATION (FIREBLOCK)

3/4" OSB OR RIMBOARD DRAFTSTOPBETWEEN TRUSSES (PROVIDE TIGHTBARRIER BETWEEN TRUSS MEMBERS

WITH ACOUSTICAL SEALANT AS NEEDED

2 x 4 CONTINUOUS BAND

BATT INSULATION

5/8" TYPE 'C' GYPSUM BD.ON RESILIENT CHANNELS

2 x 4 WOOD BLOCKING

CONTINUOUS 2 x 8 PLATE& FIRESTOP

18" PREMANUFACTUREDWOOD TRUSS BY TRUSS

MANUFACTURER

ACOUSTICAL SEALANT

ACOUSTICAL SEALANT


R-13 SPRAY APPLIEDCELLULOSE INSULATION

2 x 4 BASE PLATE


2-1/4" MAX. LIGHTWEIGHTCONCRETE TOPPING


CORRIDORUNIT


ACOUSTICAL SEALANT

18" PREMANUFACTUREDWOOD TRUSS BY TRUSS

MANUFACTURER

ACOUSTICAL SEALANT

CONTINUOUS 2 x 4 NAILERTOP & BOTTOM

3/4" OSB OR RIMBOARDDRAFTSTOP

CONTINUOUS 2x BAND

BATT INSULATION

15/32" OSB

1 x 4 WOOD BASE

FIRE DOOR AS SCHEDULED

TILE FLOOR

3/4" GYP CRETE


PREMANUFACTUREDWOOD TRUSS BY TRUSSMANUFACTURER

SEALANT

METAL CLIPBREAKAWAY TIE,MECHANICALLY ATTACHED

3/4" OSB OR RIMBOARDDRAFTSTOP

AIR SPACE1"

AIR SPACE1"

2 LAYERS 1" THK.TYPE 'X' GYPSUM BD.

2-HOUR RATEDCOMPRESSIBLE

FIRE STOPPING FILLER



A2.47

7

PRESSURE TREATED SILL PLATEANCHORED PER STRUCTURAL DWGS.PROVIDE SILL SEAL BELOW SILL PLATE

SEALANT

5/8" TYPE 'X' GYPSUM BOARD

OSB OR PLYWOOD SHEATHINGAS REQUIRED PER STRUCTURAL


1 x 4 WOOD BASE


CONCRETE SLAB ON GRADE,ON VAPOR BARRIER ON6" COMPACTED GRAVEL FILL

UNIT CORRIDOR

UNIT CORRIDOR

PRESSURE TREATED SILL PLATEANCHORED PER STRUCTURAL DWGS.PROVIDE SILL SEAL BELOW SILL PLATE

5/8" TYPE 'X' GYPSUM BOARD

WOOD SHEATHING, PERSTRUCTURAL


CONCRETE SLAB ON GRADE,ON VAPOR BARRIER ON6" COMPACTED GRAVEL FILL

COMPRESSIBLE FILLER

EXPOSED CONCRETE EDGEWITH PAINT FINISH

'J' TRIM

1 x 4 WOOD BASE

ACOUSTICAL SEALANT


(1'-4"

MA

XIM

UM

)

VA

RIE

S

2 HOUR WALL PER UL U336 - (2) 1" GYPSUM LINER PANELS

ATTACHMENT CLIPS

TYPICAL FLOOR CEILING ASSEMBLY PER UL L521

PROVIDE FIRE/SMOKE STOP MATERIAL

3/4

"1/4" / 1' - 0"

3/4" WOOD SUBFLOOR

SINGLE PLY 60 MIL WATERPROOFMEMBRANE, RUN UP WALL 6" MIN.

2 1/4" MAX TO 1 1/2" MIN. LIGHTWEIGHT CONCRETE TOPPING,SLOPE TO DRAIN

SEALANT AND BACKER

METAL FLASHING, UNDER AIRMOISTURE BARRIER, OVERWATERPROOF MEMBRANE

FLUID APPLIED AIR/MOISTUREBARRIER OVER METAL FLASHING

STUCCO FINISH ON SELF FURRINGMETAL LATH

EXTERIOR WOOD SHEATHING

R-13 BATT INSULATION

5/8" TYPE 'X' GYP BD

1 x 4 WOOD BASE, PAINT

CARPET AND PAD

3/4" GYP CRETE

3/4" WOOD SUBFLOOR

PREMANUFACTURED OPENWEB WOOD JOISTS

2 1/4" MAX. TO 1 1/2" MIN.LIGHTWEIGHT CONCRETE,SLOPE TO DRAIN

SINGLE PLY 60 MILWATERPROOF MEMBRANE,OVER ALUMINUM 'T' BAR

3/4" WOOD SUBLFOOR

PRESSURE TREATED 2xFRAMING, SEE STRUCTURAL

1/2" FURRING CHANNEL

5/8" TYPE 'C' EXTERIOR GYPSHEATHING

ALUMINUM 'T' BAR WITHINTEGRAL WEEP HOLES

STUCCO FINISH ON SELFFURRING METAL LATH ONFLUID APPLIEDAIR/MOISTURE BARRIER

EXTERIOR WOODSHEATHING

STUCCO WEEP SCREED

DRAINAGE CHANNELS CUT INTOBACK OF 4" INSULATION

FLUID APPLIED AIR/MOISTUREBARRIER

2"

6"

4" RIGID INSULATION ADHERED TOAIR/MOISTURE BARRIER

STUCCO BRICK FINISH

RETURN STUCCO FINISH UNDERINSULATION

DRAINAGE GAP

GRADE, 8" BELOW F.F.E ANDSLOPING AWAY FROM BUILDING,SEE CIVIL

CONCRETE SLAB ON GRADE,SEE STRUCTURAL

ANCHOR BOLTS PER STRUCTURAL

CARPET AND PAD

1 x 4 WOOD BASE, PAINT

5/8" TYPE 'X' GYP BD

R-13 BATT INSULATION

2x4 PRESSURE TREATED WOOD SILL,PROVIDE SILL SEALER




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A T L A N T A , G E O R G I A 3 0 3 1 8


DATE


PROJECT NO.

DRAWING NO.

KEY PLAN

SHEET TITLE

DESCRIPTIONDATE

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RS ML GC


A8.01

TYPICAL SECTIONDETAILS

-

3567.01

1 1/2" = 1'-0"A8.01

1 UNIT DEMISING WALL FRAMING DETAIL

1 1/2" = 1'-0"A8.01

2 UNIT/CORRIDOR FRAMING DETAIL

1 1/2" = 1'-0"A8.01

3 2 HOUR GYPSUM FIREWAL FRAMING DETAIL

3" = 1'-0"A8.01

4 UNIT/CORRIDOR FRAMING DETAIL @ LEVEL 1

1 1/2" = 1'-0"A8.01

5 UNIT/CORRIDOR SECTION DETAIL @ LEVEL 1

1 1/2" = 1'-0"A8.01

6 ENLARGED MECHANICAL SHAFT SECTION DETAIL

REV

1 1/2" = 1'-0"A8.01

7 BALCONY WALL DETAIL

1 1/2" = 1'-0"A8.01

8 BALCONY EDGE DETAIL

1 1/2" = 1'-0"A8.01

10 BALCONY WALL DETAIL @ GRADE

1 1/2" = 1'-0"A8.01

9 STUCCO BRICK GRADE DETAIL

1 1/2" = 1'-0"A8.01

11 WALL DETAIL @ LEASING

1" = 1'-0"A8.01

12 LOUVER BENCH

4

6

2

5

316 17

231

2

6

25

6

10

10

9

5' TURNING RADIUS

30"X48" C.F.S.

30"X48" C.F.S.

30"X48" C.F.S.

T

WB DE

TE25

1' - 0 1/4"5' - 6 3/4"3' - 3 1/2"2' - 2"4' - 11"2' - 1"7' - 11 1/2"

3' -

7 5

/8"

6' -

9 1

/2"

2' -

3 1

/2"

14' -

7 1

/2"

4' -

8"

3' -

7"

3' -

9 1

/2"

3' -

4"

5' -

5 3

/4"

11' -

1 3

/4"

4' -

8"

8' - 7 5/8"1' - 6 5/8"

2' -

6 1

/2"

11' -

1 1

/2"

20' -

10 1

/2"

32' -

0"

27' - 0"

2' - 5 1/2"3' - 11 1/2"6' - 7 1/2"

U6

U2

U4

U16

U4

U11

U18

U14

U1

U21

U8

1' - 4"1 3/8"

1' -

4"

95.00°

1J1J

1B6

1A

A

A6

A

1A

A6

E

A6

A

3

2

SEE OVERALL PLANS FOR EXTERIOR DIMENSIONS

CARPET

TILE

CARPET

TILE

CARPET

TILE

CA

RP

ET

TIL

E

CA

RP

ET

TIL

E

25

CA

RP

ET

TIL

E

16

2

3

U3

U7

U5

U16

U5

U18

U15

U1

U11

U8

1' -

6"

4' -

8"

13' -

10 3

/4"

2' -

10 1

/4"

10' -

7"

32' -

0"

9

10

8

2957

53

10

6

16

25

30"X48" C.F.S.AT SINK

56"X60" C.F.S.AT TOILET

30"X48" C.F.S. ATPUSH SIDE OFDOOR

30"X60" C.F.S.AT TUB

T-SHAPE TURNINGSPACE

54"X60" C.F.S.

54"X60" C.F.S.

5'-0" TURNINGRADIUS

30"X48" C.F.S. ATLAUNDRY, PROVIDEFRONT LOADINGEQUIPMENT

20' -

10 1

/2"

11' -

1 1

/2"

30"X48" C.F.S.

54"x60" C.F.S.

30"X48" C.F.S.

27' - 0"

54"x60" C.F.S. ATUNIT ENTRY DOOR

30"X48" C.F.S., ATSINK, RANGE, ANDFRIDGE

5' TURNING RADIUS

11 12 25

6' - 5" 3' - 2" 3' - 5 1/2" 13' - 11 1/2"

3' -

7"

3' - 2 3/4" 3' - 4 3/4"

3' -

11 1

/2"

5' -

10 3

/4"

T

TE

DE

WB

56

E

A

A

A6

A6

A

KNEESPACE55

MINIMUM 30" WIDE KNEESPACE AT WORK SURFACEWITH A MINIMUM ROLL UNDERHEIGHT OF 27" AND MAXIMUMCOUNTER HEIGHT AT 34"

3' - 5 3/4" 8' - 7 5/8" 1' - 6 5/8"

THIS LENGTH OF COUTERTOPAT 34" A.F.F. MAX.

BARTOP

SEE OVERALL BUILDING PLANS FOR EXTERIOR DIMENSIONS

2' -

6 1

/2"

5' -

6 7

/8"

3' -

0 3

/4"

6' - 1 1/2" 3' - 5 1/2"

11 1/2"

1' - 4"

2"

5' - 1 1/4" 9' - 10 1/4"

1' -

9"

1' -

9"

CARPET

TILE

CARPET

TILE

CA

RP

ET

TIL

E

CARPET

GYP

CA

RP

ET

TIL

E

CA

RP

ET

TIL

E

CA

RP

ET

TIL

E

CA

RP

ET

TIL

E

17

18

32 34

23

41 3

/8"

12" MAX. 24" MAX.

5 1

/4"

OUTLINE FORBLOCKING

6' -

8"

6' -

4"

6' -

6"

24" FUTURE GRAB BAR

15 3013

24

35 3234

30" FOLD-DOWN FUTUREGRAB BAR AT TOILE

CL

OUTLINE OF BLOCKING

18" CONTROL ENDVERTICAL FUTURE GRAB BAR

24" HORIZONTAL FUTUREGRAB BAR

34"

15 3/4"

24"36"30"

FILL

24"

36"

6"

36"

18"

42"

12"FILL

33" 30" 42"FILL

18"

24"

18"

36"

6"

36"

24"

FILL

27"37"

42"

18"

36"

18"

78"

16

15"

33"

36"

8"

MA

X.

34"

84"

2

55

KNEESPACE

7

28"

REMOVABLE BASE CABINET,CABINET TO HAVE NO BOTTOM,FLOOR AND WALL FINISH TO BEINSTALLED, PROVIDE PIPE WRAPAROUND PLUMBING

2' - 0"

FILL

2' - 7"3' - 0"1' - 11"

42" 30" 21"

12"

21"30"25" 21"

36"

4"

14"

3

14 1/4"

26 1/4"

14 7

14

36"

18"24 1/8"18"

14"

15"

29"

4"

36"

30" 15" 37"

78"

18"

53

52

1530

34"

16"

35

36" FUTUREGRAB BAR

CL

OUTLINE OF BLOCKING

12" 24"

24" MAX.12" MAX.

36"

9"

OUTLINE OF BLOCKING

54 34

51 24" FUTURE GRAB BAR

CL

16

12" FUTURE GRAB BAR

34"

OUTLINE FOR BLOCKING

OUTLINE OF BLOCKING

18" CONTROL ENDVERTICAL GRAB BAR

24" HORIZONTAL GRAB BAR

34"

OUTLINE OF BLOCKING

12" FUTURE GRAB BAROUTLINE OF BLOCKING

42" FUTURE SIDE WALL GRAB BAR

34"

42" 12"

34" D A V I S A R C H I T E C T S



6 7 8 . 7 0 5 . 9 7 0 4

A T L A N T A , G E O R G I A 3 0 3 1 8


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DRAWING NO.

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SHEET TITLE

DESCRIPTIONDATE

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ML GC GC


A2.21

ENLARGED A1 UNITPLAN

-

3567.01

1/4" = 1'-0"A2.21

1 ENLARGED A1 UNIT PLAN

1/4" = 1'-0"A2.21

7 ENLARGED A1HC UNIT PLAN

1/4" = 1'-0"A2.21

2 UNIT A1 BATHROOM ELEVATION 1

1/4" = 1'-0"A2.21


1/4" = 1'-0"A2.21

4 UNIT A1 KITCHEN ELEVATION 1

1/4" = 1'-0"A2.21


1/4" = 1'-0"A2.21


UNIT PLAN KEYNOTES

REFRIGERATOR

DISHWASHER

1

2

3

4

5

6

7

8

9

10

30" RANGE

UNDERMOUNT 4 HOLE DOUBLE BOWL STAINLESSSTEEL SINK W/ DISPOSAL FAUCET AND SPRAYER

UNDERMOUNT PORCELAIN VANITY

DOUBLE ROD AND SHELF- OPEN WIRE SHELVEUNIT TYPE

11

12

13

14

15

16

17

18

19

GRANITE COUNTERTOP

OVEN RANGE MICROWAVE/RECIRCULATIONHOOD. PLUG IN TYPE

PENTRY SHELVES - 5 TALL OPEN WIRE SHELVEUNIT

LINEN SHELVES- 5 TALL OPEN WIRE SHELVEUNIT

FRONT LOADING WASHING MACHINE

UNDERMOUNT SINGLE BOWL 5.5. SINK

VANITY LIGHT

WAHSER

DRYER

WASHER BOX

DRYER BOX

20

21

22

23

24

25

26

27

28

29

DRYER EXHAUST WALL CAP

WATER HEATER

AIR HANDLER

36" GARDEN BATH TUB

ELONGATED TOILET

ROD AND SHELF- OPEN WIRE SHELVE UNIT TYPE

ELONGATED FLOOR TOILET

TOILET EXAUST

TOILET EXAUST CAP

30" BATHTUB

30 24" TOWEL BAR

NOTES:-ALL PLAN DIMENSIONS ARE TO FACE OF STUDUNLESS NOTED OTHERWISE.-ALL INTERIOR ELEVATION DIMENSIONS ARE TOFINISH FACE UNLESS NOTED OTHERWISE.-COUNTERTOPS TO BE GRANITE, COLOR TO BESELECTED BY OWNER.-PROVIDE 2 1/2 LB FIRE EXTINGUISHER IN EVERY UNITIN SINK BASE CABINET IN KITCHEN.TE = TOILET EXHAUSTDE = DRYER EXHAUST- PROVIDE BLOCKING AT ALL DWELLING UNITBATHROOM TOILETS AND SHOWERS, SEE LS1.07 FORDETAILS.-DRYER ALWAYS ON RIGHT SIDE OF LAUNDRY ROOM.- T = TEMPERED GLASS

HATCH INDICATES AREA WHERE 1/4"ACOUSTICAL MAT WITH 1" GYPCRETE ISREQUIRED. ALL OTHER AREAS IN UNIT TO BE3/4" GYPCRETE.

31 GRAB BAR

32 SHOWER HEAD

33 TILE TUB SURROUND

34

35

ROD & CURTAIN

MIRROR

TOILET PAPER HOLDER

50 RANGE HOOD SWITCHED FROM WALL NEXT TORANGE

51 30" BATH TUB, WITH TUB SURROUND

52 ELONGATED TOILET W/ SEAT MOUNTED AT 18"A.F.F

53

54

SIDE BY SIDE REFRIGERATOR

HAND HELD SHOWER HEAD ON SLIDE BAR

ANSI TYPE A UNIT PLAN KEY NOTES

30" RANGE-HOOD

55 SINGLE BOWL STAINLESS STEEL SINK 6"DEEP W/ OFFSET (TO BACK) DRAIN

42" HIGH GUARDRAIL36

56 FRONT LOADING, FRONT CONTROL WASHER

57 FRONT LOADING, FRONT CONTROL DRYER

1/8" = 1'-0"A2.21

13 UNIT A1 ACOUSTICAL PLAN

1/8" = 1'-0"A2.21

14 UNIT A1HC ACOUSTICAL PLAN

1/4" = 1'-0"A2.21

8 UNIT A1HC KITCHEN ELEVATION 1

1/4" = 1'-0"A2.21


1/4" = 1'-0"A2.21


1/4" = 1'-0"A2.21

11 UNIT A1HC BATHROOM ELEVATION 1

1/4" = 1'-0"A2.21


1/8" = 1'-0"A2.21

15 UNIT A1 ACCESSIBLE ROUTE

REV

2

2

2

3

3

3

3

1/4" = 1'-0"A2.21


1/4" = 1'-0"A2.21


1/4" = 1'-0"A2.21


UP

UP

UP

STAIRS

ELEVATOR

DOWN

5.6%

2.8

%

PROJECT NUMBER:

PROJECT:DRAWING TITLE:

DATE:

SCALE: 1" = 30'-0"3639

MARBLE ALLEYLOWER PARKING DECK

7/27/2011 A2.1

UP DN

UP

UP

UPDN

UP

DNUP UP

STAIRS

ELEVATOR

STAIRSELEVATOR

STAIRS

TRASH

LEASING OFFICE5.6%

DOWN

VAN VAN

5.6%

UP

8.0%14.0%

OV

ER

HE

AD

GA

TE

2.8

%

5'

5'

10'

PROJECT NUMBER:


DATE:

SCALE: 1" = 30'-0"3639

MARBLE ALLEYLEVEL 1 PARKING DECK

7/27/2011 A2.2

UP

DN

UP

UP

UP

DN

DN

DN

DN

DN

STAIRS

B3A A1 A1

A3

A3

A3

A3

B2 A2

A3

A3S1S1A3

A3

B2

A1 B1

A1

B2

S1

A2 B1

A2

A2

A2

A1

B3A

A1

A1

B1

A2

A2

B2

S1

TRASHSTORAGE

ELECTRICAL

MECHANICAL

ELECTRICAL

MECHANICAL

STORAGE

STORAGE

STAIRS

STAIRS

STAIRS

S1

TRASHROOM

STORAGE

10'

PROJECT NUMBER:


DATE:

SCALE: 1" = 30'-0"3639

MARBLE ALLEYLEVEL 2

7/27/2011 A2.3

UP DN

UP

DN

DN

DNUP

UP

STAIRS

STAIRS

TRASH

S1

A3

A3

A3

A3

B2 A2

A3

A3A3

A3A1

A2 B1

A2

A2

A1

B3A

A1

A1

B1

A2

A2

S1

ST

AIR

SA2

A2

STAIRS

STORAGE

ELECTRICAL

MECHANICAL

ELECTRICAL

MECHANICAL

STORAGE

STORAGE

STORAGE

B3A

S1

S1

B2

TRASHROOM

STORAGE

A1 A1

B2

A1 B1B2

ST

OR

AG

E

PROJECT NUMBER:


DATE:

SCALE: 1" = 30'-0"3639

MARBLE ALLEYLEVEL 3-5

7/27/2011 A2.4

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