Professional Design Portfolio by Thomas Nguyen

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design works by thomas nguyen

* projects completed with studio 804 ** projects completed with the beck group

galileoâ&#x20AC;&#x2122;s pavilion p. 4*

constellation p. 10*

old parkland west campus p. 14**

harim iksan p. 18**

elk grove outlet mall p. 22**

shake shack p. 28**

galileoâ&#x20AC;&#x2122;s pavilion studio

804

located on the johnson county community college campus, the pavilion is a response to the goals of the JCCC center for sustainability combined with the need for additional classrooms at the ever-expanding college. this was a unique opportunity to create an inspired learning space which also serves as an information center for the campus and the community at large. the galileo pavilion will become a landmark for JCCC's sustainable initiatives, acting as a node from which students and the public can interact and learn of the institution's environmental integrity that extends to every corner of the campus. the building is not simply one among many, but an icon that leads the rest of the campus by example. the interior spaces function as classrooms, student lounge/coffee bar, and interactive display space. the faĂ§ade of the pavilion is clad in slate panels which were reclaimed chalkboards from regional school districts. other design features include the use of passive heating and cooling systems such as thermal mass, rainwater harvesting, living wall and green roof trays in addition to active systems such as photo voltaics and a wind turbine. the galileo pavilion is studio 804's fifth LEED Platinum certified building.

overland park, ks completed july 2012

site located close to the center of campus, the site had an existing sculpture (galileo’s garden) that occupied the majority of the site. with heavy traffic around the site, the layout needed to engage the public and create spaces that are inviting.

galileo’s garden an art piece located near the heart of campus that was created

by dale eldred to commemorate galileo’s “absolution.” the sculpture measures the time and position of the sun throughout the year.

original site

active systems 1 photo voltaic panels 2 wind turbine 3 energy recovery ventilation

5 1

6 3

passive systems 4 use of direct and indirect sun 5 stack ventilation 6 thermal mass 7 rainwater collection 8 green roof 7

classroom view

finished lounge

finished classroom

southwest view

constellation

overland park, ks

LED’s and fiber optics are used to help reduce the lighting load and incorporate the same language as villareal’s art piece on campus. the fiber optics are coupled in groups of 36 strands to redistribute the light emitting from the LED. each fiber is set in a 4’ x 8’ x 1/8” steel plate that is perforated on a 4” x 6” grid, a total of 1,536 fibers are set in the lobby fixture. 64 LED bulbs, rated at 3 watts each, makes the entire lobby load 192 watts, where as if we were to use fluorescent or other LED can lights the minimum load would be 300 watts. the two vestibule have similar light fixtures, the only difference is the grid spacing is 6” x 6”, giving the light fixtures a sense of hierarchy. the vestibules fixture only uses 12 LED bulbs each, cutting the total load by 60% compared to the minimum load if LED can lights were used for the same lighting level. the vestibule light fixtures are the first in the country to use LED and fiber optics as both general and emergency lighting.

interior view of lobby fixture

vestibule emergency light

exterior view of lobby fixture

old parkland west campus dallas, texas 140,000 sf client: crow holdings after acquiring the historic old parkland hospital, crow holdings had a vision to develop the campus in phases as its headquarters and a class A plus office campus. the old parkland west campus is a modern architectural tribute to jeffersonian architecture. Three new buildings, parkland hall (which features a striking coppertopped dome), commonwealth hall, and oak lawn hall, sit atop an underground parking structure. a smaller pavilion building, featuring a glass dome, houses a large, underground, oval-shaped debate hall seating 200 for hosting world-class debates.

AE.5

1 A8.03

_________________

A6.6

A1.9

2 A8.03

A2.8

A1.6

_________________

TYP.

Upper Roof Level 189' - 9" 1 A8.24

SIM.

2 A8.25

_________________

1 A8.25

SIM.

2 A7.19

B18

17' - 5"

COL-18

B11 A6

PR-EE

B11

COL-18

PR-GG

Level 4 153' - 6"

PR-M

PR-D

PR-I

Level 4 153' - 6"

PR-I

COL-4

A300F

B17

A300E

10 A9.05

_________________

17' - 5"

COL-5

BR-2 PR-LL

PR-M

BR-2 B11

B11

A300D

B11

B17

PR-LL

Level 3 136' - 1"

PR-NN

17' - 5"

PR-K PR-Q

A200D

PR-J

PR-Z PR-Y.1

B13

BR-1

Level 2 118' - 8"

COL-3 COL-6

CAST STONE MASONRY

1" BUILDING EXP. JOINT

PR-LL

B13

Level 2 118' - 8"

PR-Z K

PR-MM

PR-Z PR-Ya

18' - 8"

BR-1 18' - 8"

PR-I

PR-DD

PR-GG

COL-4

Roof Level 170' - 11"

BR-2 PR-D

BR-2

DECORATIVE METAL RAILING

PR-D

PR-DD

PR-M A4

1 A8.24

_________________

PR-EE

Roof Level 170' - 11"

PR-EE PR-DD

PR-DD

_________________

PR-WW

B18

2 A8.24

3 A8.24

_________________

PR-X

PR-WW

PR-M

4 A8.24

_________________

PR-X

PR-WW

PR-EE

5 A8.24

_________________

PR-WW

_________________

18' - 10"

_________________

18' - 10"

SIM.

_________________

17' - 5"

2 A8.24

9 A8.25

_________________

Upper Roof Level 189' - 9"

BR-1 A3a

A3a

A100E PR-A.1

Level 1 100' - 0"

CAST STONE MASONRY REF: 3/A10.16 FOR TYP. JOINT DETAIL

4 ELEVATION- AREA A SOUTH AG

1/8" = 1'-0" 2 ELEVATION- AREA A WEST

AE.5

1 A8.03

_________________

SHEET CHAN

1/8" = 1'-0" A1.6

A2.6

A2.8

A1.9

A5.4

A6.6

MIC STA

2 A8.03

_________________

2 A8.24

_________________

1 A8.24

SIM.

2 A8.23

_________________

3 A8.23

18'-10"

_________________

PR-X

Upper Roof Level 189' - 9"

1 A8.23

_________________

4 A8.23

_________________

1 A7.19

18' - 10"

1 A8.25

_________________

SIM.

3' - 6"

Upper Roof Level 189' - 9"

_________________

ARC

COMPOSITE SLATE SHINGLES K

PR-EE

Roof Level 170' - 11"

PR-EE PR-DD

B18

PR-GG

A400A

A400C

A400B

BR-2

A400D

A400E

A400F

CUR

# D H J K 15

PR-DD

0 0 0 0

COL-4

PR-D PR-M

PR-I PR-M

Level 4 153' - 6"

DECORATIVE METAL RAILING

Level 4 153' - 6"

PR-GG

BR-2

B11

PR-D BR-2

B11

B17

B10

A300C

A300B

A300A

B10

89' - 9"

17' - 5"

PR-I

PR-LL

PR-NN

COL-18

PR-M

17' - 5"

BR-2

COL-17

17' - 5"

COL-18

1 A4.01

_________________

PR-EE

PR-EE PR-M

Roof Level 170' - 11" PR-DD

PR-DD

17' - 5"

PR-WW

B10

B17

Level 3 136' - 1"

Level 3 136' - 1" PR-LL

COL-3

1" EXP. JOINT

PR-K

COL-6

PR-J B13

B13

PR-Z PR-Y.1

B13

PR-Z

Level 2 118' - 8"

A3a

18' - 8"

14' - 10 1/2"

A100R

B12

A200A

13 A4.01

A200B

B12

_________________

B12

3 A10.53

B12

Level 2 118' - 8"

_________________

PR-Y

5 A4.02

_________________

BR-1

A3a

Level 1 100' - 0"

3 ELEVATION- AREA A NORTH

BR-1

PR-MM

BR-1

CAST STONE MASONRY

A200C

PR-J

18' - 8"

B13

8' - 0 7/8"

BR-1

17' - 5"

PR-K

CAST STONE MASONRY

A100D

1/8" = 1'-0" 1 ELEVATION- AREA A EAST

A100F

A100G

A100H

A100

A100J

A100K

A100L

A100M

Level 1 100' - 0"

1/8" = 1'-0"

166

JOB N

BJ.7

BJ.6

2 A8.00

30'-0" T.O. Spire

_________________

T.O. Dome 245' - 5"

5 A8.27

41' - 4"

_________________

5 A8.27

_________________

ZINC METAL ROOFING

PR-RR

1 A8.26

PR-UU

Area B Level 7 204' - 1" BR-4

_________________

Area B Level 7 204' - 1"

PR-L

17' - 5"

BR-4

PR-L 15

PR-OO

3 A8.28

_________________

Area B Level 6 186' - 8"

34' - 10"

17' - 5"

PR-OO

Area B Level 5 169' - 3"

PR-S

B9 B8

BR-3

Area B Level 5 169' - 3"

B13

B12

B11

B12

B400A

B400B

B13

B400C

B13

Area B Level 4 153' - 6"

PR-C

17' - 5"

B11

B12

B11

17' - 5"

Area B Level 4 153' - 6"

PR-D

B12

B10

Level 3 136' - 1"

PR-LL

15' - 9"

B13

15' - 9"

COL-1 B13

PR-B

PR-QQQ

PR-E

BR-3

PR-S

145' - 5"

PR-R

B10

B300C

B300B

B300D

B11

PR-LL

Level 3 136' - 1"

PR-Q PR-VVV

B13

COL-22 PR-OOO

B13

Level 2 118' - 8"

PR-B PR-F

17' - 5"

COL-21

17' - 5" B13

PR-PP PR-JJJ PR-QQ PR-RR

B203A

B202A

Level 2 118' - 8"

PR-Y COL-11

B103A

B100C

B100A

B100B

B102A

2' - 0"

Level 1 100' - 0" 7' - 0"

CAST STONE MASONRY REF. 3/A10.16 FOR TYP. JOINT DETAIL

18' - 8"

COL-10

Level 1 100' - 0"

1 A7.22

_________________

1 A7.23

_________________

2 ELEVATION- AREA B TOWER/DOME @ TOLLWAY

1/8" = 1'-0" 1 ELEVATION- AREA B TOWER/DOME @ PLAZA

1/8" = 1'-0"

D9.1

D13 D13.2CL.ND13.8 D14

13 A8.55

D21.9 D25

D26 D27

03 A8.50

_________________

T.O. DOME 159'-10 1/2"

Beck Architecture 1807 Ross Ave. Suite 500 Dallas, TX 75201 214-303-6200 214-303-6300 www.beckarchitecture.com

12'-0 1/2"

MANUFACTURED GLASS DOME SYSTEM

Level 5- Dome 147'-10" SPECIAL SHAPE BRICK MASONRY 4 FACE BRICK W/ FLEMISH BOND

CAST STONE MASONRY 12 A9.05

_________________

SPECIAL SHAPE BRICK MASONRY

03 A9.01

_________________

W3 4

4'-2 1/2"

CAST STONE MASONRY 5

CLOCK WITH CAST STONE SURROUND CAST STONE MASONRY

06 A6.12

SPECIAL SHAPE BRICK MASONRY

FACE BRICK W/ FLEMISH BOND

7'-9"

Level 4- Roof 140'-1" 10'-5"

FACE BRICK W/ FLEMISH BOND

Level 3- Service 129'-8"

FACE BRICK W/ FLEMISH BOND

200D 02 A9.01

_________________

2"X1/2" BAR STOCK, WITH BLUM 4529 OR EQUAL TOP RAIL

05 A9.01

_________________

15'-0"

W2a

200E

2"X1/2" BAR STOCK, DECORATIVE METALWITH BLUM 4529 ORIMAGE EQUAL TOP RAILING REF RAIL

Level 2- Terrace 114'-8"

9 1/2"

3 3/4"

100A

Level 1- Plaza 98'-0"

5 02 A8.50

16'-1 11/64"

EXTENT OF CAST STONE BELOW GRADE

03 ELEVATION- SOUTH

1/8" = 1'-0"

D27 D26

D25 D21.9

D14 D13.8CL.ND13.2 D13

07 A8.55

01 A8.53

_________________

D9.1

EDWARD McGONIGAL TX. STATE REG # 17993

03 A8.54

_________________

MANUFACTURED GLASS DOME SYSTEM

T.O. DOME 159'-10 1/2"

FACE BRICK W/ FLEMISH BOND

12'-0 1/2"

03 A8.53

Level 5- Dome 147'-10"

CAST STONE MASONRY

FACE BRICK W/ FLEMISH BOND

Level 4- Roof 140'-1"

4 4

02 A8.53

13 A8.55

_________________

11.14.14

ARCHITECT SEAL

Revision 1

CURRENT SUBMISSION: # DATE

SUBMISSION

A B 4 5

Issue for Permit Pricing Narrative Issue for Construction Revision 1

06.18.14 07.09.14 10.08.14 11.14.14

10'-5"

SPECIAL SHAPE BRICK MASONRY CAST STONE MASONRY

7'-9"

EXTENT OF CAST STONE BELOW GRADE

16'-8"

CAST STONE MASONRY CAST STONE MASONRY ?

Level 3- Service 129'-8" FACE BRICK W/ FLEMISH BOND 2"X1/2" BAR STOCK, WITH BLUM 4529 OR EQUAL TOP RAIL

200C

Level 2- Terrace 114'-8"

CAST STONE MASONRY

16'-8"

01 A9.01

_________________

W8c

5'-6 1/4"

200A

14 A9.04

_________________

W8c

200B

5 W9

15'-0"

SPECIAL SHAPE BRICK MASONRY

PAVILION AT OLD PARKLAND

Level 1- Plaza 98'-0"

EXTERIOR ELEVATIONS 01 ELEVATION- NORTH

1/8" = 1'-0"

168342 JOB NO.

A7.01

SHEET

harim office iksan, south korea 86,000 sf client: harim group harim groupâ&#x20AC;&#x2122;s vision centered around a design that expressed their commitment to sustainability and care for employees and the community. the company wanted to provide green spaces throughout the building that would open to the public and easily accessed by employees. these green spaces aided in creating comfortable office environment with maximum day light. solar controlled building transparency increases sustainability as well as user comfort. the solution provided an 86,000 sf multiple outdoor green spaces and plaza are formed at various locations throughout this design. the entire faĂ§ade of building was designed with varying ratio of glass/insulated wall to allow maximum natural light on south side and protect the building from cold northern exposure. the east and west faĂ§ade have vertical fins to block the direct sunlight from the east and west. program spaces include an upscale employee dining area with two story tall waterwall and views to the garden and city, veterinary hospital, pharmaceutical lab, fitness facilities, open office spaces, underground parking. 21

dining area

outlet collectio 24

on at elk grove

elk grove, california 560,000 sf client: hoawrd hughes corporation a half-completed development, halted during the economic downturn, is given new life by the howard hughes corporation. the design calls for a transformation of the 100-acre development into a regional outlet center where the existing buildings will be reconfigured, creating an open-air, walkable center with multiple open green spaces, outdoor dining and a childrenâ&#x20AC;&#x2122;s play area. over 100 shops and restaurants, and a 14-screen movie theatre, the outlet collection at elk grove will provide much needed retail services to an underserved market.

dining area

paseo

canopy detail

coping detail

entry view

shake shack

dallas, texas 3,000 sf client: shake shack this glass box restaurant will is shake shack’s first dallas location . it sits on crescent’s property in uptown. the innovative design creates a unique atmosphere on a small lot while highlighting shake shack’s well known design standards and brandings.

entry view

rear view

A4.1 3

18'-6"

18'-0"

1 A5.1

_________________

17'-7 3/8"

18'-1"

1'-11 1/4"

2'-10 3/4"

3'-1 1/2"

ELECTRICAL PANEL- REF: ELECTRICAL

13 A11.6

2'-3 1/4"

_________________

E-8 7 EC2 08 3 0 .0 0 0 .0 0 1 3.5 0 W 9 0 .0 0 8 7 7 5 .00 ICE M AKERW / BIN

A3 1

A10.1

E-27 EC 120 1 0 .90 0.33 7.50 W 48.00 27 49.0 0 MIXER, T HREE SPINDLE F RAPPE

(C 4.00 0.000.00 120 1 nil "!R EQU IR ED ON LY FOR ELEC TR IC SH U T-O FF VALVE!")

9 A11.4

_________________

A3 1

9 A11.3

_________________

C6 A 1

E-27 EC 120 1 0 .90 0.33 7.50 W 48.00 27 49.0 0 MIXER, T HREE SPINDLE F RAPPE

3'-5"

E-27 EC 120 1 0 .90 0.33 7.50 W 48.00 27 49.0 0 MIXER, T HREE SPINDLE F RAPPE

104'-0"

2'-7 1/4" 5'-11 3/8"

A3 1

18'-6"

C3 1

105A 7'-11"

L3 1

A3 1 J3 1

L6 A 1

A10.1

19 CORRIDOR 103

104A

A3 A 1

17'-4 1/2" HOLD

A3 A 1

A10.1

13 A11.5

01 A8.1

_________________

1 A11.7

_________________

1 A11.5

_________________

1 A8.2

A4.1

_________________

2'-3 1/4"

C3 A C3 A

18'-0"

P -91-A C W H 16.0 P0-1c 40.0 D0W0.50 V 00 24.0 W0P9 26 1-A -91 .00 -AS1.5 CWIV W 000 HEL 0.0 16.0 F 00 A0U 1.5 4CE 0.0 000 0T0 W .5000 1HW A ND 91-ASIN S WIV K EL FA U CE T

1 A11.3

_________________

4 5/16"

A6 1

15'-4 3/8" 12

A10.1

17 SEATING 102

17'-7 3/8"

5'-8 1/4"

8'-9"

5'-5 3/4"

5'-1 1/2"

10'-5 1/8"

A10.1

15'-0"

18'-1"

ENTRY 101

3'-3" HOLD

1 A11.2

_________________

10'-0" HOLD

2'-10 9/16"

C3 A

05 13 A11.2

_________________

9'-0 5/8"

A10.1

E-27 EC 120 1 0 .90 0.33 7.50 W 48.00 27 49.0 0 MIXER, T HREE SPINDLE F RAPPE

OPEN KITCHEN 108

4 L3 1

WOMEN'S RESTROOM 104

A3 A 1

E-27 EC 120 1 0 .90 0.33 7.50 W 48.00 27 49.0 0 MIXER, T HREE SPINDLE F RAPPE 00

C3 1

1 A11.4

_________________

P -91IW FV 0.00-42.00 2.0000 0.0002.0000F 91,99-A ,100-A P R EP TAB LE (V 0.75nil)

2'-8"

P-91 IWF V0.00 -42.00 2.00000.000 2.0000 F 91,99-A,100-A PR EP TABLE

IIIII IIIII IIIII IIIII

J6 A 1

107A

_________________

E-3 3 EC1 1 5 1 0.0 0 0 .33 6 .3 0 W 1 6.0 0 3 3 1 2 .00 CUST ARD DIPPINGCABINET

J3 1

OFFICE 110

A3 1

9 A11.7

E-9 9-A EC 11 5 1 0 .00 0.0 0 1 5 .00 C1 2 0.0 0 9 9 -A 6 5.0 0 COOL EREVAPORAT OR

E-6 5 EC1 20 1 0 .0 0 0 .3 3 1 0.0 0 W 1 6 .0 0 6 5 38 .00 FRYER BAT TERY

106A

4'-7 3/4"

P-91-A CW 16.00 40.00 0.5000 W 91-A SWIVEL FAU C ET P-91-A C WH 16.0040.00 0.5000 W 91 -A SWIVE LHFAU C ET

P -91IW FV 0.00-42.00 2.0000 0.0002.0000F 91,99-A ,100-A P R EP TAB LE

( P .5 0 0 .0 0 .0 1 2 0 1 . 0 n il il)n

E-6 6 EC1 2 0 1 0.0 0 0 .00 6.0 0 F 0.0 0 6 6 0 .0 0 EXHAUST HOOD

C3 11

8'-3 3/4"

E-9 2 EC2 0 8 1 3 .00 0 .0 0 1 4 .60 W 4 8.0 0 9 2 3 .0 0 INDUCT IONRANGE

11'-6 3/4"

IIIII IIIII IIIII IIIII

12'-2"

E-27 EC 120 1 0 .90 0.33 7.50 W 48.00 27 49.0 0 MIXER, T HREE SPINDLE F RAPPE

BELOW

J6 A

108A

1'-8 1/8"

_________________

E-42 EC 115 1 0 .00 0.7 5 2.10 W 48.00 42 13. 00 DRIN K MIXER E-28 EC 120 1 0 .90 0.33 7.50 W 48.00 28 49.0 0 MIXER, T HREE SPINDLE F RAPPE

2 A11.7

_________________

P-91-A C WH 16.0040.00 0.5000 W 91-A SWIVEL FAU C ET

ABOVE

1'-9 3/4"

P -91-A C W H 16.00 40.00 0.5000W 91-A S WIV EL FA U CE T

3 A11.7

(P 10.40 1.25 0.00 1201 nil nil)

C3 11

WALK-IN COOLER 109

8'-11 7/8"

11 MEN'S RESTROOM 106

E-25 EC 115 1 0.00 0.17 3. 00 W 48.00 2 5 5.00 BEVERA GE DISPENSER

C3 1

_________________

E-6 5 EC1 20 1 0 .0 0 0 .3 3 1 0.0 0 W 1 6 .0 0 6 5 38 .00 FRYER BAT TERY

L3 1 J3 1

C3 11

E-28 EC 120 1 0 .90 0.33 7.50 W 48.00 28 49.0 0 MIXER, T HREE SPINDLE F RAPPE

E-3 3 EC1 1 5 1 0.0 0 0 .33 6 .3 0 W 1 6.0 0 3 3 1 2 .00 CUST ARD DIPPINGCABINET

2'-5 5/8"

M E ASS R FILTE TER WA 82 W 0.7500 80.00 00 76. H CW 82 P-

5'-0 1/2"

104'-0"

E-3 3 EC1 1 5 1 0.0 0 0 .33 6 .3 0 W 1 6.0 0 3 3 1 2 .00 CUST ARD DIPPINGCABINET

A10.1

7'-7 7/8"

STORAGE 105 5'-6 1/2"

L3 1

3 A5.1

8'-6 3/4"

A3 1

E-7 8 EC1 20 1 0 .0 0 0 .00 18 .00 W 6 0.0 0 7 8 7 2.0 0 SODA

E-3 3 EC1 1 5 1 0.0 0 0 .33 6 .3 0 W 1 6.0 0 3 3 1 2 .00 CUST ARD DIPPINGCABINET

P-1c D WV 24.00 26.00 1.5000 0.000 1.5000 W1 H AND SIN K

4 1/4"

P-1 C WV 26.00 24.00 0.5000 W1 H AN D SIN K

P-1c D WV 24.00 26.00 1.5000 0.000 1.5000 W1 H AND SIN K

P-1b H WV 26.00 24.00 0.5000 10.000 W1 H AND SIN KH W_TEMP=110

A6 1

5 A11.7

_________________

1'-5 3/8"

P -1c D W V 24.00 26.001.50000.0001.5000W 1H A ND SIN K

E-8 7 EC2 08 3 0 .0 0 0 .0 0 1 3.5 0 W 9 0 .0 0 8 7 7 5 .00 ICE M AKERW / BIN

A4.2

5'-2 1/8"

C3 11

P-91-A C WH 16.0040.00 0.5000 W 91-A SWIVEL FAU C ET

C3 11

P-84bIWFH 0.00 4.00 0.62500.000 0.6250 F84U N D ERC OU N TER DISH WASH ER

IIIII IIIII IIIII IIIII

(H 0.50 0.00 nil 140)

A3 1

P-1c D WV 24.00 26.00 1.5000 0.000 1.5000 W1 H AND SIN K

3'-10" BLY

P-91-A C WH 16.0040.00 0.5000 W 91-A SWIVEL FAU C ET

C3 11

P -91IW FV 0.00-42.00 2.0000 0.0002.0000F 91,99-A ,100-A P R EP TAB LE

(P 6.30 0.00 0.33115 1 nil nil)

P-91-A C WH 16.00 P-1c 40.00 D WV0.5 24. 000 00P-91-A 26. W0 91 0-A1.5 CSWIVE 000 WH L 0. 16.00 0FAU 00 1. 40.00 C5000 ET 0. W 51 000 H AND W 91SIN -A SWIVE K L FAU C ET

2'-2 3/4"

SIGNAGE BY OTHERS

4'-1" 3 5/8"

3'-4"

A6 1

C3 1

P-91 IWF V0.00 -42.00 2.00000.000 2.0000 F 91,99-A,100-A PR EP TABLE

BACK OF HOUSE 107

INFILL CONCRETE SLAB 9'-6 1/8"

6'-9 1/8"

2'-2 1/2"

IIIII IIIII IIIII IIIII

2'-10 5/8"

IIIII IIIII IIIII IIIII

P-91 IWF V0.00 -42.00 2.00000.000 2.0000 F 91,99-A,100-A PR EP TABLE

(V 1.500 ""nil"")

C8 1

IIIII IIIII IIIII IIIII

C3 A6 1

(V 1.500 nil)

8'-7 1/8"

(V 1.500 "nil")

2'-4 1/2" 1'-11 1/4"

(V 2.00 nil)

EXTERIOR FILL BOXES FOR BULK SYSTEMS, 1FT BELOW FINISH FLOOR, BY TENANT

5'-3 1/2"

(P 10.30 0.00 0.33 1201 nil nil)

3'-3 5/8"

(H 0.50nil)

E-8 7 EC2 08 3 0 .0 0 0 .0 0 1 3.5 0 W 9 0 .0 0 8 7 7 5 .00 ICE M AKERW / BIN

E-11 5 EC1 2 0 1 0 .65 1.0 0 1 1.30 W 8 4.0 0 1 15 11 3 .0 0 F L Y T RAP

WIRE HUNG SIGNAGE BY OTHERS (INTERIOR)

OUTDOOR SEATING 100

3 A4.2

True North

1 FLOOR PLAN

Project North

1/4" = 1'-0"

custom light fixture 3 4'-6"

4'-6"

METAL STUD FRAMING- 3 5/8" PLYWOOD SHEATHING- 3/4"

4'-6"

4" TYP.

1/8" RECESSED LIGHT FIXTURE

10" TYP.

1/8" THICK BLACKENED STEEL PLATE PLYWOOD SHEATHING- 3/4"

SINKER PINE WITH HIDDEN FASTENERS ON ALUMINUM TUBE

GYPSUM BOARD- 5/8"

8'-0 "

RECLAIMED WOOD

4 PLN DTL - TYP. CORNER JOIN

6" = 1'-0"

8'-0"

RECESSED LIGHT FIXTURE

35.3째

B STEEL COLUMN- REF: STRUCTURAL

GYPSUM BOARD- 5/8"

4" TYP.

RECESSED LIGHT FIXTURE

10" TYP.

35.3째

7 ENLARGED PLAN- CUSTOM LIGHT FIXTURE

1" = 1'-0" 3 PLN DTL - VIEW WIN. ABV

3" = 1'-0"

18 GAUGE STAINLESS STEEL PANEL

PREFABRICATED WALK-IN COOLER/FREEZER BY K.E.C.

? METAL STUD FRAMING- 3 5/8"

1-1/2" x 1-1/2" 20 GAUGE CONTINUOUS ANGLE

RECLAIMED WOOD SOUND INSULATION

PLYWOOD SHEATHING- 3/4"

3 1/8"

6 3D PERSPECTIVE- CUSTOM LIGHT FIXTURE

1/2"

SINKER PINE WITH HIDDEN FASTENERS ON ALUMINUM TUBE

5/8"

RECLAIMED WOOD PLYWOOD SHEATHING- 3/4" GYPSUM BOARD- 5/8"

1 11/16"

1/2"

STAINLESS STEEL CLOSURE STRIPS ATTACHED TO COOLER WALL ONLY, BY K.E.C.

METAL STUD FRAMING- 3 5/8" 4 A11.7

_________________

PREFABRICATED WALK-IN COOLER/FREEZER BY K.E.C.

RECESSED LIGHT FIXTURE SINKER PINE WITH HIDDEN FASTENERS ON ALUMINUM TUBE

1/8" THICK BLACKENED STEEL PLATE

PLYWOOD SHEATHING- 3/4"

METAL STUD FRAMING- 3 5/8"

6" = 1'-0" 13 SECT DTL- LIGHT FIXTURE

1/8" THICK BLACKENED STEEL PLATE

RECLAIMED WOOD

FIXTURE HANGING CONNECTION

GYPSUM BOARD- 5/8"

17 SECTION DETAIL

4 3/4"

GYPSUM BOARD ON METAL STUD FRAMING

QUARRY TILE

2 1/2"

1/2" 5/8"

1 3/4"

LIGHT ATTACHMENT

2 3/4"

+ /- 2"

1" 4"

1 7/8"

1.1" DIA.

1 1/2"

5/8"

GYPSUM BOARD- 5/8"

ALUMINUM TUBE 3"X2 1/2"

RECESSED LIGHT FIXTURE

3" = 1'-0"

FIBERGLASS REINFORCED PLASTIC

1/2"

1 1/2"

ALUMINUM TUBE 3"X2 1/2"

1-1/2" x 1-1/2" 20 GAUGE CONTINUOUS ANGLE

2 PLN DTL - VIEW WIN. BLW

HANGING WIRE SYSTEM, TBD

METAL STUD FRAMING- 6"

1/2"

6" = 1'-0" 9 PLAN DETAIL- HM JAMB

WALK-IN COOLER 109

3" = 1'-0" 5 PLAN DETAIL - INFILL WALL

3" = 1'-0" 1 PLAN DETAIL - WOOD CORNER

3" = 1'-0"