Selected Works 2017-2019

SELECTED WORKS

2017 - 2019

CHANGSUK HAN UNIA87@GMAIL.COM +1 979 264 6833

CV

# WORK EXPERIENCE

DL Architecture + design _ Plano, TX 05/2018 - Present

Architectural Designer

11/2017 - 05/2018

Architectural Intern

KIDAN Architects _ Daegu, South Korea Architectural Intern

01/2013 - 02/2013

# EDUCATION

Master of Architecture (NAAB accredited) 09/2015 - 08/2017 College Station, TX

Texas A&M University School of Architecture

Bachelor of Architecture _ 5yrs 03/2007 - 02/2015 Daegu, South Korea

# IT SKILLS

Yeungnam University School of Architecture Autodesk CAD Architecture Autodesk Revit Architecture Sketchup / Rhino / V-Ray / Thea Render

Adobe Creative Suite ( Photoshop / Illustrator / Indesign ) Microsoft Office Suite ( Word / Power Point / Excel )

# HANDY SKILLS # CERTIFICATION # CONTACT

Sketching & Rendering Laser Cutting & Model Making Photography

Certificate for Health Systems & Design LEED Green Associate unia87@gmail.com +1 979 264 6833 380 Vista Court Dr. #3210 Plano, TX

A1

Renovation of Music City Mall Sears Building Year : 2019 Area : 68,000 S.F. Site : 2405 S Stemmons Fwy, Lewisville, TX Client : Zion Market Responsibilities : Exterior & Interior Design / Modeling & Rendering / Revit drafting The project in Lewisville,TX focused on open spaces and is a renovation for the Sears

opening. The parking lots is

building of Music City Mall substitude with the front plathat was the Vista Ridge Mall. za to highlight the entrance Our goal is to solve some

and stuffy and heavy bricks

problems: an auto center’s

are replaced with the trans-

heavy mass of front eleva-

parent storefront. The site,

tion and absence of main en-

Zion Marketplace, would be

trance. Now, the process is the public space.

Before

After

OWNER

1

2

3

4

5

6

7

8

9

10

11

12

286' - 2" 288' 0" 1' - 1"

26' - 0"

26' - 0"

26' - 0"

26' - 0"

26' - 0"

26' - 0"

26' - 0"

26' - 0"

26' - 0"

26' - 0"

26' - 0"

THE DATA IN THIS DOCUMENT INCORPORATE P RIGHTS OF ZION MARKET, 7566 CLAIREMONT M SAN DIEGO, CA 92111. ANY PARTY ACCEPTING DOCUMENT DOES SO IN CONFIDENCE AND AGR SHALL NOT BE DUPLICATED, IN WHOLE OR IN P DISCLOSED TO OTHERS, WITHOUT THE WRITT OF ZION MARKET

1' - 1"

1' - 1"

ADJACENT MALL BUILDING (NOT IN SCOPE)

K

CONTRACTOR SHALL VERIFY ALL CONDITIONS NOTIFY THE OWNER OF ANY VARIATIONS FROM SHOWN ON THESE DRAWINGS BEFORE PROCE ANY CONSTRUCTION.

26' - 0"

ARCHITECT

OFFICE 1 1115

STAIR 2

STAIR 1

J

ELEVATOR LOBBY 1506

NOT IN SCOPE

EXIST MECH

ELEVATOR

26' - 0"

CONSULTANT

VESTIBULE 2

CORRIDOR 1 1508

OFFICE 2 C

G

G

G

G

G

1116

G

H

D

C

G

H D

H C

C

KITCHEN

D

1111

H

0.7 0.9

C

1110

EMPLOYEE MEN

C

0.4

EMPLOYEE LOUNGE

26' - 0"

1605

0.1

18x48

C

EMPLOYEE WOMEN

1606

ESCALATOR

G

26' - 0"

1609

F.4

WHEEL CHAIR REAR REFRI15/16" (13 GERATION OFF OF FLOOR) PIPING-TO-TOP (OPTIONAL) WIRING-TO-THE-TOP (OPTIONAL)

SEAFOOD FREEZER

F

SEAFOOD COOLER

H

26' - 0"

C

SEAFOOD ISLAND 1106 WHEEL CHAIR

H

MEAT & FISH PREP

D

1105 D

SALES AREA

C

D

C

H

C

GROCERY FREEZER

236' - 2"

E.7

H

1100

E

D D C RR

D D

C

CWO

CWI

CWI

CWO

RR

RR

REV

1504 H

STOCKROOM

NOT IN SCOPE

WHEEL CHAIR

C

1113

DESCRIPTION

26' - 0"

HALLWAY 1

D.5

2405 S. STEMMONS FWY

JANITOR 2

ZION MARKET

WIRING-TO-THE-TOP (OPTIONAL)

GROCERY COOLER

1st FLOOR REMODEL & EXTERIOR IMPROVEMENTS FOR:

PIPING-TO-TOP (OPTIONAL)

WH KITCHEN FREEZER KITCHEN COOLER

F.9

C

H

C

CC

H

D

C

REAR (13 15/16" OFF OF REFRIGERATION FLOOR)

PIPING-TO-TOP (OPTIONAL)

26' - 0"

MEAT COOLER

OWNER

1608

REAR (13 15/16" OFF OF REFRIGERATION FLOOR)

A PIPING-TO-TOP (OPTIONAL)

4"

VARIES

REAR (13 15/16" OFF OF REFRIGERATION FLOOR)

INSTALL WAINSCOT @ ALL 3 SIDES OF EXIST AUTO CENTER ENTRY PILASTERS EXIST CURTAINWALL GLASS TYP

2 3/4"

PVC MOULDING ON 1/2" PVC SHEET. DESIGN BASIS: "BASE CAP" BY VERSATEX. TYP.

2' - 0"

11 1/4" 4"

9

A6.0

5.06 P02

2"

Level 1 100' - 0"

1602 1610

TYP 8.10 PF02

LIQUOR RESTROOM 1607

ADJACENT BUILDING (NOT IN SCOPE / TO BE PERMITTED SEPARATELY)

4

K

1117

Level 1 100' - 0" 7.03

1/4" = 1'-0"

WAINSCOT 1" = 1'-0"

J

H

8.06 8.07 8.08 8.09 8.10 8.11 9.01 9.02 26.01 44.01

LIQUOR SHOP

FINISHED FLOOR

A6.0

AUTO SLIDING DOOR @ ENTRANCE

MEN 1 LIQUOR JANITOR

5

5

WOMEN 1

NOT IN

1601

PVC BASE BOULDING ON 1/2" SHEET. DESIGN BASIS: "RAMS CROWN" BY VERSATEX

NEW AUTOMATIC SLIDING DOOR 9

5.01 P01

1/2" PVC SHEET ON EXIST BRICK

TS BEAM WRAPPED W/ MATCHING BRAKE METAL REF STRUCTURAL

A6.0

7.02 P02

TYP 4.01

PVC TOP MOULDING ON 1/2" PVC SHEET. DESIGN BASIS: "IMPERIAL RAKE" BY VERSATEX

STAIR 3

4"

NEW OR MODIFIED EXIST CURTAINWALL FRAME. IF NEW MATCH EXIST

TYP 9.01 P01

4"

NEW OR MODIFIED EXIST GLASS. IF NEW, MATCH EXIST

8

A6.0

EXIST BRICK

G

4 A2.0

3.01

3

NORTHWEST ELEVATION

F

E

4.02

SW7674 PEPPERCORN SW7005 PURE WHITE SW9099 SADDLE UP MATCH SW7674 CLEAR ANODIZED

P01 P02

CONTRACTOR SHALL VERIFY ALL CONDITIONS NOTIFY THE OWNER OF ANY VARIATIONS FROM SHOWN ON THESE DRAWINGS BEFORE PROCE ANY CONSTRUCTION.

P03

ARCHITECT

SHEET TITLE

A

EXIST LOUVER. PAINT TO MATCH ADJACENT 1501 WALL NEW AUTO-SLIDING DOOR EXIST AUTO-SLIDING DOOR EXIST MAIL/KEY BOX. PAINT TO MATCH ADJACENT WALL GLASS CURTAINWALL SYSTEM NEW H.M. DOOR EXIST TILE EXIST STUCCO. PAINT TO MATCH ADJACENT WALL EXIST CANOPY LIGHT FIXTURES. NOT SHOWN FOR CLARITY EXIST COMPACTOR

8.02

CHECKED BY: DRAWN BY: DATE: SHEET NO.

1

3/32" = 1'-0"

C

B

1st FLOOR / FIXTURE PLAN

A1.1

3/32" = 1'-0"

A

1 A3.1 5.01 P01 6.01

5.06 P02

5.06 P02

4.02

TYP 4.01

TYP 9.01 P01

TYP 8.06

TYP 7.01 P02

1ST FLOO FIXTURE PL

CONSULTANT

8.11 P01

8.02

D

B

PAINT COLOR LEGEND P01 P02 P03 PF01 PF02

0

THE DATA IN THIS DOCUMENT INCORPORATE P RIGHTS OF ZION MARKET, 7566 CLAIREMONT M SAN DIEGO, CA 92111. ANY PARTY ACCEPTING T DOCUMENT DOES SO IN CONFIDENCE AND AGR SHALL NOT BE DUPLICATED, IN WHOLE OR IN P DISCLOSED TO OTHERS, WITHOUT THE WRITTE OF ZION MARKET

1

4.03

SIM

2

A3.2

SIM

REMOVE EXIST TILE & BACKING, INFILL W/ NEW BRICK 4.02

A3.2

5.01 P01

CANOPY TO WRAP AROUND CORNER

5

7.02 P02

4.03

13 A3.1

TOP 142' - 0"

5.06 P02

SIM

5.06 P02

A3.1

TYP 9.01 P01

4.02

TYP 4.01

9.02

TYP 6.01

8

Level 2 117' - 6"

A6.2

TYP 5.03 PF01

4.02

REV

2405 S. STEMMONS FWY

PRODUCE COOLER EXIST CURTAINWALL FRAME TYP

2. PAINT ALL SEALANT @ WINDOW & DOOR FRAME TO MATCH FRAME COLOR

ZION MARKET

PIPING-TO-TOP (OPTIONAL)

SHOP-IN COOLER

SEAL

1. TEMPORARY REMOVE & REINSTALL EXIST ITEMS INCLUDING BUT NOT LIMITED TO WALL PACK, FIRE DEPARTMENT CONNECTION, ELECTRICAL SWITCH / PANEL, GAS ENTRY, AND SO FORTH.

1st FLOOR REMODEL & EXTERIOR IMPROVEMENTS FOR:

FREIGHT ELEVATOR

2.01 EXIST MTL FENCE 3.01 PRECAST SILL BLOCK. BOTTOM @ 48" A.F.F. AT VESTIBULE, CONTINUE CORRIDOR 2 AROUND PILASTERS 4.01 1509 EXIST BRICK. CLEAN 4.02 NEW BRICK TO MATCH EXIST 4.03 NEW BRICK. BASIS OF DESIGN: ACME "WINDSOR PARK". SIZE TO MATCH EXIST. STACK BOND 4.04 NEW BRICK TO MATCH SIZE & COLOR EXIST. STACK BOND 4.05 EXIST GLASS BLOCK. CLEAN 5.01 EXIST STANDING SEAM METAL ROOF 5.02 PRE-FAB MTL CANOPY. WIDTH TO MATCH WINDOW/STOREFRONT/DOOR BELOW UNO. 5.03 PRE-FAB MTL AWNING. WIDTH TO MATCH WINDOW/STOREFRONT/DOOR BELOW UNO. MTL RAILING @ EXIST STAIR SCOPE5.04 5.05 EXIST MTL BOLLARD 5.06 EXIST MTL COPING 5.07 MTL COPING 6.01 VERTICAL COMPOSITE SIDING 7.01 EIFS CORNICE 7.02 EIFS MOULDING 7.03 OVERFLOW DRAIN ESCUTCHEON. BASIS OF DESIGN:ZURN ZF199. SATIN GRAY 8.01 EXIST GLASS CURTAINWALL. PAINT FRAME 8.02 GLASS STOREFRONT SYSTEM 8.03 EXIST STOREFRONT DOOR 8.04 EXIST H.M. DOOR VESTIBULE 1 8.05 EXIST ROLL-UP DOOR

26' - 0"

JANITOR 1

SHEET NOTES

26' - 0"

REAR (13 15/16" OFF OF REFRIGERATION FLOOR)

PIPING-TO-TOP (OPTIONAL)

KEY NOTES

DESCRIPTION

TYP 8.02 PF02

Level 1 100' - 0" 5.05 P01

8.04 P02

8.01 P01

7.02 P02 TYP

26.01 P02 TYP

4.05

8.05 P02 TYP

44.01

8.11 PF01

5.02 PF01

8.04 P01

7.03

4 A2.0

4.04 P01

3.01 TYP

8.05 P01

2 1

2

3

4

5

6

7

8

9

10

11

SOUTHEAST ELEVATION 3/32" = 1'-0" 12 SEAL

1

A3.1

5.07 P02

REMOVE EXIST TILE & BACKING INFILL W/ NEW BRICK 4.02

12 2

1

A3.2

A3.2

A3.1

4.03

TYP 6.01

5.06 P02

TYP 7.02 P02

5.01 P01

0

6.01

5.01 P01 7.01 P02

4.02

CANOPY TO WRAP AROUND CORNER

13

5

4

A3.1

A3.1

9.01 P01 3

2

A3.1

A3.1

A3.1

6' - 9".

EQ

14' - 0".

TYP

TYP

4.01 EQ

5.04 P01

6' - 9".

TYP SHEET TITLE

TYP

Level 2 117' - 6"

11

TYP 4.01

TOP 142' - 0"

EXTERIOR ELEVATION

A3.2 7

A3.2

Level 1 100' - 0" 5.05 P01 TYP

8.06

4.04 P01 4.03

8.09 7.03

8.04 P01

4 A2.0

8.01 P01

4 A2.0 8.02 PF02 TYP

5.02 PF01 TYP

5.03 PF01 TYP

8.10 PF02 TYP

8.03 PF01

8.07 PF01

CHECKED BY: 3.01 TYP

CLEAN EXIST BRICK @ STAIRS

1

NORTHEAST ELEVATION 3/32" = 1'-0"

DRAWN BY: DATE: SHEET NO.

A2.0

R

Before

After

EXIST BRICK, INSULATION, CMU

104'-0"

3 5/8"

3/8"

2 1/2"

4 A3.2

ELEV PRE-CAST CONC SILL BLOCK

144'-0"

ANCHOR AS REQ'D

CANOPY ATTACHMENT

BY MFR TYP

7

T.O.W

CONC SILL BLOCK DETAIL

142'-0" ELEV

1 1/2" = 1'-0"

9 A3.2

EXIST WALL

VERT COMPOSITE SIDING INSTALL EDGE TRIM PER MFR

139'-0" ELEV

BUILDING TAPE SHEET WEATHER BARRIER ON GLASS MAT GYP SHEATHING

TREATED 2X WOOD BLOCKING FOR CANOPY SUPPORT. COORDINATE W/ CANOPY MFR

TREATED 2X WOOD STRIP

109'-0" B.O. CANOPY

- 0"

AL BRACKET

PRE-FAB CANOPY

REF STRUCTURAL 3/8" JOINT

FACE BRICK W/ ANCHORED TO

SEALANT & BACKER ROD

AL METAL FLASHING MATCHING STOREFRONT

133'-6"

8 A3.2

ELEV

SHIM AS REQ'D

AL STOREFRONT SYSTEM

6

DETAIL

VERTICAL COMPOSITE SIDING

1 1/2" = 1'-0"

129'-6" SEALANT & BACKER ROD

1/2"

TREATED RIPPED WOOD BLOCKING FOR POSITIVE DRAINAGE

AL STOREFRONT SYSTEM 1 1/2"

ELEV

6 A3.2

SILL PAN FLASHING

SHIM AS REQ'D CAULKING

4"

117'-6" LVL 2 AL STOREFRONT SYSTEM

TREATED 2X WOOD BLOCKING CANOPY ATTACHMENT BY MFR

5/8" GLASS MAT GYP SHEATHING ON 2 1/2" 20GA MTL STUDS @ 16" O.C. INSTALL TRACK @ TOP & BOTTOM

FACE BRICK W/ 2" AIR SPACE

5

EXIST STRUCTURE

DETAIL

1 1/2" = 1'-0"

TREATED 2X WOOD BLOCKING COORDINATE W/ CANOPY MFR 5 A3.2

PAINTED SHEET MTL COPING W/ CLEAT

B.O.S.

TREATED 3/4" PLYWOOD & RIPPED WOOD NAILER SLOPE TO INTERIOR

SEALANT & BACKER ROD SHIM AS REQ'D

117'-6" LVL 2

3 1/2"

4 3/4"

AL STOREFRONT

1/2"

112'-0"

SHEET WEATHER BARRIER 5/8" GLASS MAT GYP SHEATHING

2' - 0"

FACE BRICK W/ 2" AIR SPACE

FACE BRICK W/ 2" AIR SPACE ANCHORED TO EXIST WALL

5/8" GLASS MAT GYP SHEATHING

NEW FRAMING REF STRUCT

6"

REF STRUCTURAL FOR FRAMING

METAL CLOSURE PANEL SHINGLE 6" OVER EXIST PANEL. MATCH EXIST

EXIST WALL

EXIST WALL

4

EXIST BRICK & CMU

DETAIL

7 A3.2

1 1/2" = 1'-0"

104'-0"

FACE BRICK W/ 2" AIR SPACE

TREATED 2X WOOD BLOCKING. COORDINATE W/ CANOPY MFR

CAVITY DRAINAGE MATERIAL

ELEV EXIST BRICK

3 A3.2

EXIST CMU

WEEP @ 24" O.C.

EXIST FOUNDATION

PMEJ & SEALANT PAVING / FLATWORK MIN. REQ'D TO INSTALL FOUNDATION. MATCH EXISTING

GROUT FILL NOT TO BLOCK EXIST WEEP

100'-0"

EXIST WEEP

F.F.

EXIST SLAB & FOUNDATION

REF STRUCTURAL FOR FOUNDATION

MFR

3

DETAIL

1 1/2" = 1'-0"

2

EXTERIOR WALL SECTION 1/2" = 1'-0"

1

EXT

1/2" =

A2

Tenant Improvement of Marq’E Center Year : 2018 Area : 7,100 S.F. Site : 7620 Katy Fwy, #300, Houston, TX Client : Warehouse 72 Restaurant Responsibilities : Interior Design / Modeling & Rendering / AutoCAD drafting

To fun-loving families and friends, WHAREHOUSE 72 is the destination for celebrations that create lifelog memories with a fresh, family-style dining experience that keeps guests coming back for more.

to place for big get togethers and special occasions, excitement and atmosphere will draw guests in and keep them coming back.

MODERN-INDUSTRIAL Inside each location, the design will have a modern-inCELEBRATION dustrial look that references Building on Spaghetti Ware- the original Spahetti Warehouse’s reputation as the go- house feel.

MEANS OF EGRESS PLAN OWNER

32" EXIT

MEANS OF EGRESS

KEY PLAN

E = 80'-7"

SYMBOL

NOTES:

BASED ON :: BUILDING CODE SECTIONS 1005.1 AND 1015.2.1

EXIT SIGN FIXTURE

EXISTING-BUILDING ELECTRICAL

REQUIRED NUMBER OF EXITS REQUIRED

EMERGENCY LIGHT FIXTURE

EXISTING-EXIT HALLWAY

F

REQUIRED

24X48 74(5T)L

24X42 74(5T)L

24X42 74(5T)L

24X42 74(5T)L

24X48 74(5T)L

24X60 74(5T)L

PROVIDED

24X48 74(5T)L

24X48 74(5T)L

24X48 74(5T)L

18X48 86(5T)C 24X48 74(5T)L

24X48 74(5T)L

18X48 86(5T)C

24X48 74(5T)L

CONSULTANT

PROVIDED

REMARKS

176"

176" > 83.8" = PASS

REQUIRED EXIT AISLE WIDTH

18X48 86(5T)C

PREP AREA

REQUIRED

PROVIDED

REMARKS

42" & 36"

42" & 36"

PER SECTION 1028.9.1. MINIMUM EXIT AISLE WIDTH [WITH SEATING ON BOTH SIDES] IS 36" WHERE THE AISLE DOES NOT SERVE MORE THAN 50 SEATS. 42" WHERE AISLE SERVES MORE THAN 50 SEATS.

108

24X48 74(5T)L

24X48 74(5T)L

60'-6" > 39'-8" BUILDING EQUIPPED W / FIRE SPRINKLER SYSTEM

REQUIRED EXIT DOOR WIDTH

18X48 86(5T)C

24X48 74(5T)L

24X48 74(5T)L

REMARKS

60'-6"

119'-0" / 3 = 39'-8" DINING ROOM DIAGONAL

419 X .02 = 83.8"

COOLER

ARCHITECT

REQUIRED EXIT DOOR SEPARATION

REQUIRED

24X60 74(5T)L

EXIT DOORS ARE MARKED "EXIT". DINING HAS A MIN. OF TWO SEPARATE EXITS AS REQUIRED FOR A2 WITH MORE THAN 50 OCCUPANTS BUT LESS THAN 500.

1 KITCHEN

[< 500 OCCUPANTS]

111

FREEZER

REMARKS

3 DINING ROOM

OFFICE

24X42 74(5T)L

24X48 74(5T)L

PROVIDED

2*

MEANS OF EGRESS KEY PRIMARY EXIT AISLEWAY : MINIMUM PRIMARY EXIT AISLEWAY WIDTH 42" PER BLDG. CODE SECTION 1028.9.1.4

24X48 86(5T)L 18X36 74(5T)L

24X60 86(5T)L

KEG COOLER

COOK LINE

E

DRY STORAGE

SECONDARY EXIT AISLEWAY : MINIMUM SECONDARY EXIT AISLEWAY WIDTH 36" PER BLDG. CODE SECTION 1028.9.1.4, EXCEPTION 1

110

24X48 74(5T)L

109

F

F

24X48 86(5T)L

18X30 74(5T)L

24X36 86(5T)L

WOMEN'S

MEN'S

106

107

JANITOR

B

119'-0" DINING ROOM DIAGONAL DISTANCE

RESTROOM VESTIBULE 112

105

D

PRIVATE DINING

WAREHOUSE 72 RESTAURANT

C

104 REV

DESCRIPTION

DINING 103

PATIO 200

SEAL

SHEET TITLE

BAR 102

THE AUDIENCE

MEANS O EGRESS PL

WAITING

HOST

101

100

A 38" EXIT [PANIC HARDWARE]

60-6" EXIT DOOR SEPARATION DISTANCE

A = 88'-9" B = 60'-6" C = 74'-2" D = 113'-4"

PATIO 201

38" EXIT [PANIC HARDWARE]

A = 128'-6" B = 100'-3" C = 75'-5" D = 76'-0"

5'-0" CLR. @ RAILING

FAMILIES FAMILIES Families big and small Families big andlooking smallto

looking special to celebrate special celebrate occasions in a occasions in a memorable, memorable, welcoming, and familywelcoming, and family-friendly environment friendly environment.

1

FRIENDS FRIENDS Groups of friends who who want awant unique Groups of friends

a unique location to either location to either celebrate a birthday celebrate a birthday or enjoy or a fun night out together. a enjoy fun night out together.

5'-0" CLR. @ RAILING

68" EXIT [PANIC HARDWARE]

CHECKED BY: DYL

A = 139'-0" B = 110'-8" C = 85'-10" D = 86'-5"

NORTH

MEANS OF EGRESS PLAN

1/4"=1'-0"

GROUPS GROUPS Parties of any size size looking to host to an Parties of any looking

host in ananevent in anvenue interestevent interesting that

ing venue that will stimulate

willconversation stimulate conversation and leave and leave a

lasting impression on their guests.

a lasting impression on their guests.

DRAWN BY:

MEG

DATE:

07/13/18

SHEET NO.

A0.4

OWNER

ARCHITECT

CONSULTANT

3'-7 1/2" AFF

SEALED AND POLISHED CONCRETE BAR TOP, GREY

ENLARGED BAR PLAN & DETAILS STEEL COLUMN REFERENCE STRUCTURAL DRAWINGS ; PAINT PT-02

STEEL COLUMN REFERENCE STRUCTURAL DRAWINGS; PAINT PT-02

8

2"x2" STEEL TUBE BRACE BETWEEN BACK BAR EQUIPMENT

1'-0"

6" METAL STUDS @ 16" O.C. THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 3.4# GALVANIZED DIAMOND WIRE MESH ON 15# BUILDING FELT

45° 1/4" STEEL PLATE SUPPORT AT CORNER OF TUBE BRACE

1'-0"

BLACK FRP ON 1/2" CEMENTITIOUS BOARD

EXTERIOR BAR DIE

1 1/2"=1'-0"

STEEL COLUMN REFERENCE STRUCTURAL DRAWINGS; PAINT PT-02

STEEL COLUMN REFERENCE STRUCTURAL DRAWINGS; PAINT PT-02

STEEL BEAMS AND FRAMING CHANNELS, REF. STRUCTURAL; PAINT PT-02

STEEL BEAMS AND FRAMING CHANNELS. REF STRUCTURAL; PAINT PT-02

WAREHOUSE 72 RESTAURANT

FRAMING CHANNELS, REF. STRUCTURAL; PAINT PT-02

THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 15# BUILDING FELT THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 15# BUILDING FELT

SEALED AND POLISHED CONCRETE BAR TOP, GREY

THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 15# BUILDING FELT

SEALED AND POLISHED CONCRETE BAR TOP, GREY

SEALED AND POLISHED CONCRETE BAR TOP, GREY

16" OC 6" SEALED CONCRETE CURB

6" SEALED CONCRETE CURB

BAR ELEVATION

BAR ELEVATION

5

1/2"=1'-0"

1/2"=1'-0"

6 A4.2

PRESSURE TREATED WOOD FRAMING FLAT @ 16" O.C. TREATED WOOD PLATE

SEALANT BASE

1" 52

BLACK FRP PANELS

2"

TREATED WOOD PLATE

SEALANT

6"x6" CONC. CURB SLOPE FRONT DOWN 1/4"

BASE

1" 52

3'-53 4"

4'-0"

WOOD FRAMING FLAT @ 16" O.C.

CEMENTITIOUS BOARD TO 12" A.F.F.

4"x1/2" DEEP DRINK RAIL

1" 21'-04

1'-7"

7 A4.2

1/2" CEMENTITIOUS BOARD

1/2" SHEATHING

CONTINUOUS WOOD BLOCKING

3 A4.2

BAR DIE WALL SHOWN DASHED (TYP)

8 A6.2

BAR DIE WALL SECTION (HANDICAP ACCESSIBLE) 1 1/2"=1'-0"

2

BAR DIE WALL SECTION

SHEET TITLE

ENLARGED PLAN AN DETAILS

CHECKED BY: DYL

#3x6" DOWELS @ 24" O.C. EPOXY SET 3" DEEP IN EXISTING SLAB

1" 1'-24

1" 64

1" 12'-104

A 8 A4.2

3

5 A4.1

10"

NOTE: REFERENCE FOOD SERVICE DRAWINGS FOR BAR EQUIPMENT

9'-2"

4 A4.2

PRESSURE TREATED WOOD FRAMING

THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 15# BUILDING FELT

2'-8"

NOTE: SODA VENDOR TO HOLD SYRUP LINES TIGHT TO UNDER COUNTER

3'-2"

3/4" RECESS IN BOTTOM OF COUNTERTOP TO ALIGN WITH BAR DIE WALL

2"

1/2" CEMENTITIOUS BOARD

1/2" CEMENTITIOUS BOARD TO 12" A.F.F.

10"

LED TAPE LIGHT

PURSE HOOKS, BETWEEN EACH PAIR OF STOOLS

2'-6"

4 A4.2

BLACK FRP PANELS

SEAL

2'-4"

SIM.

PRESSURE TREATED WOOD FRAMING 1/2" SHEATHING

LED TAPE LIGHT 3/4" RECESS IN BOTTOM OF COUNTERTOP TO ALIGN WITH COUNTERTOP TO ALIGN WITH BAR DIE WALL THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 3.4# GALVANIZED DIAMOND WIRE MESH ON 15# BUILDING FELT

2'-0"

10"

1'-7"

1'-7"

2'-5 3/4" AFF

2'-8" AFF

3'-7 1/2" AFF

SEALED AND POLISHED CONCRETE BAR TOP, GREY

DESCRIPTION

2 A4.2

ADA BAR

2'-4"

4"x1/2" DEEP DRINK RAIL

18'-8"

STEEL COLUMN REF. STRUCTURAL, TYPICAL. PAINT PT-02

SEALED AND POLISHED CONCRETE BAR TOP, GREY

4"x1/2" DEEP DRINK RAIL

4"

REV

1 1/2"=1'-0"

1" 23'-54

1" 2'-94

2'-4"

3'-5 1/4" AFF

NOTE: SODA VENDOR TO HOLD SYRUP LINES TIGHT TO UNDER COUNTER 1"

4"

BAR DIE WALL DETAIL

1" 2'-104

1"

4

2'-10"

6

1/2"=1'-0"

8'-4"

BAR ELEVATION

16" OC

CONTINUOUS BLOCKING ON CUSTOMER SIDE AT ACCESSIBLE COUNTER

6" SEALED CONCRETE CURB

7

1" 52

STAGGERED 2x6

1 1/2"=1'-0"

1

ENLARGED BAR PLAN

6'-53 4"

1" 21'-02

DRAWN BY:

MEG

DATE:

07/13/18

SHEET NO.

1/2"=1'-0"

A4.2

A3

Renovation of Joeâ&#x20AC;&#x2122;s Crab Shack Building Year : 2018 Area : 8,300 S.F. Site : 10250 E. Techonology Blvd, Dallas, TX Client : Warehouse 72 Restaurant Responsibilities : Exterior & Interior Design / Modeling & Rendering AutoCAD drafting Again for the same client, ed urban and industrial colwe were tasked to design ors. As requests of client, the same restaurant with we focused on designing dithe same concept. The ex-

verse banquette rooms, and

ist building is for Joeâ&#x20AC;&#x2122;s Crab

the restaurant would provide

Shack seafood restaurant.

group reservation for the pri-

As the concept of the new vate celebration. restaurant, the water space would be covered and paint-

EXIST PHOTOGRAPHY

EXTERIOR DESIGN

EXTERIOR The green yard would provide outdoor spaces for kids and customWAREHOUSE 72 Dallas, TX

BLD Brands

ers.

8/15/2018

25

Sometimes, it provides diverse celebration parties for bbq place, playground, amphitheater, and a wedding place.

OCCUPANCY PLAN

OWNER

INTERIOR OCCUPANCY CALCULATIONS PER BUILDING CODE TABLE 1004.1.2 & SECTION 1004.1

BOOTHS + BARSTOOLS 6

6 TOP BOOTH: (3) = 18 SEATS)

16

CONTINUOUS BENCH: (1) @ 31'-0" (1 PERSON PER 24" = 16 SEATS)

17

CONTINUOUS BENCH: (1) @ 34'-7" (1 PERSON PER 24" = 17 SEATS)

4

ARCHITECT

CONTINUOUS BENCH: (1) @ 8'-6" (1 PERSON PER 24" = 4 SEATS) BARSTOOLS = 19 SEATS TOTAL NUMBER OF SEATS = 74 SEATS

TABLE/CHAIR SEATING

1

2

3

4

TABLE AREA 1: 430 S.F. / 15 OCC. = 29 ACTUAL SEATS = 48

5

TABLE AREA 2: 114 S.F. / 15 OCC. = 8 ACTUAL SEATS = 20

CONSULTANT

TABLE AREA 3: 135 S.F. / 15 OCC. = 9 ACTUAL SEATS = 24 TABLE AREA 4: 107 S.F. / 15 OCC. = 7 ACTUAL SEATS = 16 TABLE AREA 5: 88 S.F. / 15 OCC. = 6 ACTUAL SEATS = 9 TABLE AREA 6: 82 S.F. / 15 OCC. = 5 ACTUAL SEATS = 12

A 24X60

24X60 86(5T)L

TABLE AREA 7: 33 S.F. / 15 OCC. = 2 ACTUAL SEATS = 4

24X60

18X48 86(5T)C

109 TABLE AREA 9: 179 S.F. / 15 OCC. = 12 ACTUAL SEATS = 30

FREEZER

24X48 74(5T)L

24X42 86(5T)L

24X48 74(5T)L

24X54 74(5T)L

COOK LINE

18X60 86(5T)C

24X48 74(5T)L

108

30X48 CLEAR

ITEM NO. 30X48 CLEAR

TABLE AREA 3

8

4

8

4

SANITARY NAPKIN DISPOSAL SANITARY SEAT COVER DISPENSER

A003

TOILET PAPER DISPENSER

30X48 CLEAR

TABLE AREA 4

6

4

4

1 30 CLE X48 AR

X48

AR

6

TABLE AREA 5

TOILET SEAT COVER DISPENSER (A002). MOUNT @ 48" AFF IN STANDARD STALLS, BELOW REAR GRAB BAR IN ACCESSIBLE STALLS.

TABLE AREA 13: 135 S.F. / 15 OCC. = 9 ACTUAL SEATS = 154

5

18" GRAB BAR (A004).

4 1-1/2" DIA. PROVIDE SOLID4 WOOD BLOCKING IN WALL AS RECOMMENDED BY MFR. FOR SUPPORT. MATCH FINISH OF EXISTING GRAB BARS TO REMAIN.

6

ALL PIPING BELOW SINKS TO BE INSULATED FROM CONTACT. USE HANDI-LAV GUARD INSULATION KIT BY TRUEBRO, INC. OR SIMILAR.

8

ENTRANCE/ RECEPTION

NOTES: -CONTRACTOR TO PROVIDE 'NONCOM' BLOCKING IN PARTITIONS AS REQ'D. FOR ALL WALL HUNG ACCESSORIES AND FIXTURES -ALL FIXTURES & ACCESSORIES SHALL MEET AND BE INSTALLED TO MEET THE REQUIREMENTS OF THE 2012 TEXAS ACCESSIBILITY STANDARDS -36" GRAB BAR AT 34" AFF TO TOP. MOUNT ONE END 12" FROM CENTER OF WATER CLOSET AND 24" THE OTHER END. CONFIRM/PROVIDE WOOD BLOCKING AS NEEDED. -42" GRAB BAR AT 34" AFF TO TOP. MOUNT ONE END 12" FROM REAR WALL AND THE OTHER 54" FROM REAR WALL. CONFIRM/PROVIDE WOOD BLOCKING AS NEEDED.

4

4

4

39" TO 41"

BANQUET ROOM #1

4

NEW GRAB BAR

101 4

4

DN

4

42"

24"

15" TO 48"

16" RESTROOM GENERAL NOTES 1. ALL TOILET ACCESSORIES ARE SUPPLIED & INSTALLED BY OC THE G.C., U.N.O. 2. PROVIDE SOLID WD BLKG IN WALLS AS REQ'D FOR SUPPORT OF WALL MOUNTED FIXTURES. BLKG FOR GRAB BARS TO SUPPORT 250 LBS. MIN. 3. SEE 9/A4.1 FOR MOUNTING HEIGHTS. 4. RESTROOM SIGNAGE SHALL COMPLY WITH THE BUILDING CODE. 5. ALL EXISTING FINISHES TO REMAIN U.N.O. PATCH/REPAIR ANY DAMAGED AREAS AS REQUIRED.

REFLECTED CEILING PLAN KEY NOTES

EXISTING URINAL TO BE LOWERED 1 1/4" TO 16" AT RIM. PATCH/REPAIR ADJACENT SURFACES AS REQUIRED.

11'-0 1/2"

4

5

G.C. TO VERIFY MOUNTING HEIGHTS AND LOCATIONS OF RESTROOM FIXTURES AND ACCESSORIES TO REMAIN. MEET MOUNTING REQUIREMENTS INDICATED IN DETAIL 9/A4.1 WHERE NON-COMPLIANT, GC TO REMOVE, REPAIR SUBSTRATE/FINISHES AS REQUIRED, AND REINSTALL TO MEET HEIGHTS AND LOCATIONS SHOWN.

10

23'-6"

24'-2"

11'-1 1/4"

℄

OPEN TO STRUCT.

4'-0"

1" 4'-0"

4'-0"

4"x1/2" DEEP FORMED CONCRETE 5'-9 1/2" DRINK RAIL

12'-3 1/4"

14'-0 1/2"

12'-8 3/4"

DINING HI-BAY LIGHT

LED SIGN LIGHT

SEALED AND POLISHED10'-0" CONCRETE ℄ BAR TOP, GREY ℄

15'-11"

6'-10 3/4"

2'-8 1/2" AFF

4'-1"

4"

1'-7" CLEAR LED TAPE 14'-9 LIGHT 1/2" 9" 3/4" RECESS IN BOTTOM OF COUNTERTOP TO ALIGN WITH BAR DIE WALL THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND 4 LEVELING COAT OVER 15# A4.1 BUILDING FELT

15'-5"

1/2" GLASS-MAT GYPSUM SHEATHING

3" LAG BOLTS AT 12" O.C. FULL LENGTH OF BAR TOP. DRILL AND EPOXY INTO CONCRETE TOP.

2'-4"

15'-2"

NOTE: SODA VENDOR TO HOLD SYRUP LINES TIGHT TO UNDER COUNTER

3"

1'-1"

6"x20 GA. METAL STUD FRAMING FLAT @ 16" O.C. CONTINUOUS 6" METAL STUD BLOCKING 4"

QUARRY TILE FLOOR AND BASE 6"

26 GA. (MIN.) GALV. FLASHING. LAP FELTS OVER FLASHING 6"x18 GA. METAL STUD RUNNER

TOPS

SEALED AND POLISHED CONCRETE BAR TOP, GREY

6"

FLASHING. LAP FELTS OVER FLASHING 13"

1"

6"x18 GA. METAL STUD RUNNER

THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 15# BUILDING FELT

WATERPROOFING MEMBRANE (LATICRETE 9235 OR SIM.) 12" UP WALL AND 24" OUT FROM WALL

6"x18 GA. METAL STUD RUNNER

SEALED AND POLISHED

6"x6" CONC. CURB CONCRETE BAR TOP, GREY SLOPE FRONT DOWN 1/4"

6"

13"

#3x6" DOWELS @ 24" O.C. EPOXY SET 3" DEEP IN EXISTING SLAB

1"

6" SEALED CONCRETE CURB

6" SEALED CONCRETE CURB NO CURB AT ACCESSIBLE COUNTER

BAR DIE WALL SECTION (HANDICAP ACCESSIBLE)

2

1 1/2"=1'-0"

6

BAR ELEVATION

BAR DIE WALL SECTION

1/2"=1'-0"

5

REV

DESCRIPTION

SEALED AND POLISHED CONCRETE BAR TOP, GREY

3/4" RECESS IN BOTTOM OF COUNTERTOP TO ALIGN WITH BAR DIE WALL

4 A4.1 WHITE FRP PANELS

BAR ELEVATION

1/2"=1'-0"

2'-9"

REV

DESCRIPTION

FLOOR DRAIN REFERENCE PLUMBING DRAWINGS

FLOOR DRAIN REFERENCE PLUMBING DRAWINGS

5 A4.1

1'-1" 4"x1/2" DEEP DRINK RAIL

SEAL

SEAL

6 A4.1

1" 28'-02

1'-7" NOTE: REFERENCE FOOD SERVICE DRAWINGS FOR BAR EQUIPMENT

BAR DIE WALL SHOWN DASHED (TYP)

EDGE OF BAR TOP (TYPICAL)

3 A4.1

SHEET TITLE

SEALANT

26 GA. (MIN.) GALV. FLASHING. LAP FELTS OVER FLASHING

REFLECTED CEILING PLAN

6"x18 GA. METAL STUD RUNNER 6"x6" CONC. CURB SLOPE FRONT DOWN 1/4" #3x6" DOWELS @ 24" O.C. EPOXY SET 3" DEEP IN EXISTING SLAB

ACCESSIBLE BAR TOP

CLEAR SILICONE SEALANT JOINT. CUT FLUSH WITH COUNTERTOP

SHEET TITLE

7 A4.1 2'-6"

1" 24'-92

3'-3" CHECKED BY: DYL

1" 30'-62 CHECKED BY: DYL DRAWN BY:

BTB

DATE:

12/06/18

ENLARGED PLAN AND DETAILS

2 A4.1

DRAWN BY:

BTB

DATE:

12/06/18

SHEET NO.

1

REFLECTED CEILING PLAN

3

BAR DIE WALL SECTION (HANDICAP ACCESSIBLE) 1 1/2"=1'-0"

2

BAR DIE WALL SECTION 3/16"=1'-0" NORTH

DA

2"

DATE

THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 15# BUILDING FELT

6"x20 GA. METAL STUD FRAMING FLAT @ 16" O.C.

6"

ENLARGE

1'-1"

1/2" GLASS-MAT GYPSUM BOARD

WATERPROOFING MEMBRANE (LATICRETE 9235 OR SIM.) 12" UP WALL AND 24" OUT FROM WALL

1

1 1/2"=1'-0"

1" 24'-92

2'-9"

TREATED WOOD BLOCKING ON 6" METAL STUD TRACK

LED TAPE LIGHT (CONT.)

QUARRY TILE FLOOR AND BASE

CLEAR SILICONE SEA JOINT. CUT FLUSH WIT COUNTERTOP

26 GA. (MIN.) GALV. FLASHING. LAP FELTS OVER FLASHING

PURSE HOOKS, BETWEEN EACH PAIR OF STOOLS

1/2" GLASS-MAT GYPSUM SHEATHING

1/2" GLASS-MAT GYPSUM BOARD

WHITE FRP PANELS

1/2" GLASS-MAT GYPSUM BOARD

FASCIA-MOUNTED SPOT LIGHT

4"x1/2" DEEP FORMED CONCRETE DRINK RAIL 1"

1'-8"

14'-7 1/4"

WATERPROOFING MEMBRANE (LATICRETE 9235 OR SIM.) 12" UP WALL AND 24" OUT FROM WALL

EMERGENCY LIGHTING

LIGHTED EXIT SIGN

℄

2'-5"

4'-10 3/4"

SEALANT

DN

BAR PENDANT LIGHT

11'-2"

RECESSED DOWN LIGHT

3'-8" AFF

CLEAR SILICONE SEALANT (CONTINUOUS)

℄

6'-0 1/4"

4'-10" EXISTING CLEAR

7'-0 1/4"

9'-9 3/4"

4"

4'-5 1/2"

℄ 4'-0"

1/2"=1'-0" 2 X 4 LAY-IN LIGHT WITH BATTERY PACK

1 2"

12'-6 1/2"

2'-0 3/4"

ENLARGED RESTROOM PLAN

8

3

THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 15# BUILDING FELT

6"x20 GA. METAL STUD FRAMING FLAT @ 16" O.C.

QUARRY TILE FLOOR AND BASE

2X4 LAY-IN LIGHTING

PURSE HOOKS, BETWEEN EACH PAIR OF STOOLS

WHITE FRP PANELS

CONTINUOUS 6" METAL THIN BRICK OVER THIN SET MORTAR QUARRY TILE FLOOR STUD BLOCKING ON SCRATCH AND LEVELING COAT AND BASE 26 GA. (MIN.) GALV. OVER 15# BUILDING FELT

8

5 A4.1

3/4" RECESS IN BOTTOM OF

4 A4.1

SEALANT

2X4 LAY-IN ACOUSTICAL CEILING SYSTEM (CG-01)

LED TAPE LIGHT (CONT.) 1/2"=1'-0" COUNTERTOP TO ALIGN WITH

1/2" GLASS-MAT GYPSUM SHEATHING

6"x20 GA. METAL SEALANT STUD FRAMINGPROVIDE FLAT VERTICAL CONCRETE PANEL BETWEEN UPPER AND LOWER BAR @ 16" O.C.

PATIO STRING LIGHTS

1'-1"

1/2" GLASS-MAT GYPSUM BOARD

WATERPROOFING 2 MEMBRANE (LATICRETE 9235 OR SIM.) 12" UP WALL AND 24" OUT FROM WALL

DECORATIVE WALL SCONCE

3'-5" AFF

12'-0"

℄

NOTE: SODA VENDOR TO HOLD SYRUP LINES TIGHT TO UNDER COUNTER

4'-10 1/4"

4'-7" EQ.

8

19"

TREATED WOOD BLOCKING ON 6" METAL STUD TRACK SEALED AND POLISHED CONCRETE BAR TOP, GREY

BAR DIE WALL

WHITE FRP PANELS

6

6" SEALED CONCRETE CURB

1'-8"

1/2" GLASS-MAT GYPSUM SHEATHING

5/8" GYP. BD. CEILING. PAINT PT-03

1 1/2"=1'-0"

3" LAG BOLTS AT 12" O.C. FULL LENGTH OF BAR TOP. DRILL AND EPOXY INTO CONCRETE TOP.

PROVIDE VERTICAL

2'-5 1/2" AFF

4'-9"

EQ.

℄

7'-3"

10'-0"

4'-8 1/4"

CLEAN AND PAINT EXISTING COLUMN AND STRUCTURAL FRAMING ON GRID LINE 2 (PT-04) WHERE EXPOSED TO VIEW.

℄

104

7'-5 3/4"

3'-8" AFF

OPEN TO STRUCT.

7'-7"

11'-0 1/2"

15'-3 1/2"

BANQUET ROOM #2

℄

4"

102

℄ ℄

101

EQ.

10'-0"

18'-8 3/4"

OPEN TO STRUCT.

CO2

12'-0"

12'-0"

5'-11" 5'-11" 13'-9 1/2"

7'-11 1/2"

EQ.

10'-0"

BANQUET ROOM #1

9

EQ.

℄

12

℄

16" OC

BETWEEN LOWER AND UPPER BAR TOPS

4'-4"

5'-9 3/4"

115

6"x20 GA. MTL. STUDS (STAGGERED)

℄

BAR DIE WALL DETAIL

103

EQ. EQ. 4'-5 1/4"

STORAGE

1/2"=1'-0"

OPEN TO CONCRETE PANEL STRUCT.

4'-0"

CLEAN AND PAINT EXISTING ROOF FRAMING AND NEW ROOF DECKING. PT-02

℄

℄ 3'-2 1/4"

WAITING/

℄

CLEAN AND PAINT EXISTING ROOF FRAMING AND NEW ROOF DECK. PT-03

11

6"

5'-11"

2'-4"

EQ.

8'-0"

6'-11" 8'-0"

8'-4 1/4"

8'-0"

9'-11 3/4"

8'-5 3/4"

10

5

3'-3 1/2"

MERCHANDISING UPPER BARTOP (BEYOND)

12

10

8

9

℄

12'-0"

CLEAN AND PAINT EXISTING CEILING TO REMAIN

DN

4

4'-0"

℄

℄

4'-0"

℄

12'-0"

4'-0"

℄

CONTINUOUS METAL STUD BLOCKING ON CUSTOMER SIDE AT ACCESSIBLE COUNTER

TYP. 4

8'-10"

4'-0"

℄

105

ENTRANCE/ RECEPTION 4'-5 1/2"

EQ.

2'-11"

4'-0"

℄

4'-7"

12'-0"

4'-0"

℄

OPEN TO STRUCT.

4'-9 1/4"

6'-9 3/4"

EQ.

8'-0"

EQ.

6'-9 1/4"

℄

EQ.

116

114 8'-0" CLG. HT

MAIN DINING

12 TYP.

2'-4" 2'-4" 9'-2 3/4"

11

1'-4 1/2"

4'-0"

℄

9

LEGEND

ELECTRIC

TYPICAL FIXTURE HEIGHTS AND CLEARANCES

9

4'-0"

℄

16" OC

2'-4"

6'-8 1/2" 8'-0"

4'-0"

℄

3 TO STRUCTURE BULKHEAD FOR MENU BOARD. EXTEND ABOVE FOR CEILING SUPPORT. REF. STRUCTURAL DRAWINGS

2

SEAT COVER DISPENSER

EXISTING ACCESSIBLE 5 WATER CLOSET

EQUAL

℄

12'-0"

4'-0"

℄

EXISTING LIGHT FIXTURES TO REMAIN. BULKHEAD ABOVE FOR CEILING SUPPORT. REF. STRUCTURAL 1 DRAWINGS.

8

SEALED AND POLISHED CONCRETE

NOTE: SODA VENDOR TO HOLD SYRUP LINES TIGHT 9 TO UNDER COUNTER 10

STRING LIGHTS. REF. ELECTRICAL DRAWINGS

4 NEW CEILING TILES (CG-01) IN EXISTING GRID, REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

6 7

NOTE: SODA VENDOR TO HOLD SYRUP LINES TIGHT TO UNDER COUNTER

1'-7" CLEAR LED TAPE LIGHT 3/4" RECESS IN BOTTOM OF COUNTERTOP TO ALIGN WITH BAR DIE WALL THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND 4 LEVELING COAT OVER 15# A4.1 BUILDING FELT

℄

EXISTING GRAB BARS

12'-0"

℄

12'-0"

4'-0"

℄

EXHAUST HOOD. REF. MECHANICAL DRAWINGS

4 5

NAPKIN DISPOSAL

STORAGE

11 1/4"

5'-11 3/4"

12'-0"

2'-4 1/2"

4'-0"

℄

℄

2'-4"

6'-11 3/4"

TYP. 4

DN

7" TO 9"

2'-4"

OPEN TO STRUCT.

A.7

TOILET TISSUE 2'-7 1/2" DISPENSER

1 12'-0" CLG. HT.

2'-4"

2'-4"

8

7

1 2"

5'-0 1/4"

℄

118

℄

4'-7"

2'-4"

106 OPEN TO STRUCT.

113

8'-0"

JANITOR

12"

107 8'-0" CLG. HT

6

2'-4"

6'-9 1/4"

8'-0" 8'-0"

6'-9 1/4"

BAR

PATIO

OFFICE

EXISTING ACCESSIBLE WATER CLOSET

1'-5 3/4"

EQ. EQ. TYP. 4

EQ.

8'-0"

11'-5 1/4"

9'-0"

6'-2 3/4"

B

EQ.

8'-0"

117

3

2'-4"

THIN BRICK OVER THIN SET MORTAR ON SCRATCH AND LEVELING COAT OVER 15# BUILDING FELT

BAR TOP, GREY BAR ELEVATION

EXISTING CLEAR

3

6

24" COOLER 8'-0" CLG. HT.

3

1'-0"

8'-0"

RESTROOM HALLWAY

4'-5 1/2"

3'-9 1/2"

EQ.

EQ.

℄

42"

@ WOMEN'S STALL (TYP)

℄

1'-5 3/4" 1'-9"

4'-9 1/4"

A.3

NEW GRAB BAR

54" MIN. 12" MIN.

108 9'-0"NAPKIN CLG. HT. DISPOSAL

110

6'-7 3/4"

NEW GRAB BAR EXISTING GRAB COOK BAR LINE 3

DRY STORAGE

℄

10'-4"

10

EQUAL

111

7'-1 1/2"

9

℄

LAY-IN CEILING SYSTEM, CG-01

℄

3

18" MIN.

112

39" TO 41"

2'-10"

MEN'S

39" TO 41"

WOMEN'S

109 9'-0" CLG. HT.

7

5/8" GYP. BD. CEILING 1 SYSTEM. REF STRUCTURAL FOR FRAMING. PAINT PT-04.

1"

4"

4'-10"

CONSULTANT

PAINT EXPOSED COLUMNS, ROOF STRUCTURE, AND WALLS ABOVE 14'-0" PT-02, UNLESS NOTED OTHERWISE.

1 2

3" LAG BOLTS AT 12" O.C. FULL LENGTH OF BAR TOP. DRILL AND EPOXY INTO CONCRETE TOP.

4"x1/2" DEEP FORMED CONCRETE DRINK RAIL

7

4

10

5'-2"

CLEAR SILICONE SEALANT (CONTINUOUS)

1"

2'-5"

4"

1

3" LAG BOLTS AT 12" O.C. FULL LENGTH OF BAR TOP. DRILL 1" AND EPOXY INTO CONCRETE TOP.

4"x1/2" DEEP FORMED CONCRETE DRINK RAIL

PROVIDE VERTICAL CONCRETE PANEL BETWEEN LOWER AND UPPER BAR TOPS

ARCHITECT

CONSULTANT

1 1/2"=1'-0"

13"

UPPER BARTOP (BEYOND)

INSTALL NEW ECOTOUCH CERTIFIED R-30 METAL BUILDING 1 INSULATION TO UNDERSIDE OF EXISTING ROOF PURLINS THROUGHOUT EXISTING BUILDING. PAINT PT-02 (DRY FALL) 3 THROUGHOUT ALL AREAS WITH EXPOSED STRUCTURE.

KEY NOTES

NOTE: 8'-0" CLG. HT. NAPKIN DISPOSAL TO BE PLACED ON OPPOSITE SIDE OF TOILET FROM FLUSH HANDLE (TYP ALL WOMEN'S STALLS)

℄ 15" TO 48"

6

F.

10'-5"

FREEZER

PREP

5'-0"

6

TYP. 2

SPRINKLER HEADS ARE NOT SHOWN ON THIS PLAN. FIRE SPRINKLER SYSTEM MODIFICATIONS SHALL BE DESIGNED BY A FIRE PROTECTION ENGINEER LICENSED IN THE STATE OF TEXAS. SPRINKLER SYSTEM SHOP DRAWINGS SHALL BE 4 SUBCONTRACTOR4AND SUBMITTED BY THE FIRE SPRINKLER APPROVED BY APPROPRIATE AUTHORITIES HAVING JURISDICTION PRIOR TO INSTALLATION.

13'-0 1/4"

16'-10 1/4"

EQ.

TYP. 5

CAULK CEILING GRID PERIMETER ANGLE TO FRP IN KITCHEN WITH CLEAR SILICONE

EXISTING CLEAR

24'-8 1/2"

EQ.

13'-10"

TYP. 5

KEG COOLER 8'-0" CLG. HT.

FOR LOCATION AND TYPE OF HVAC FIXTURES, REF. MECHANICAL DRAWINGS.

C.

E.

4'-10"

14'-3 1/4"

NOTES: -CONTRACTOR TO PROVIDE 'NONCOM' BLOCKING IN PARTITIONS 6'-10 1/2" 16'-10 1/4" AS REQ'D. FOR ALL WALL HUNG ACCESSORIES AND FIXTURES -ALL FIXTURES & ACCESSORIES SHALL MEET AND BE INSTALLED ℄ MEET THE REQUIREMENTS OF TO THE 2012 TEXAS ACCESSIBILITY STANDARDS -36" GRAB BAR AT 34" AFF TO TOP. MOUNT ONE END 12" FROM CENTER OF WATER CLOSET AND 24" THE OTHER END. CONFIRM/PROVIDE WOOD BLOCKING AS NEEDED. -42" GRAB BAR AT 34" AFF TO TOP. MOUNT ONE END 12" FROM REAR WALL AND THE OTHER 54" FROM REAR WALL. CONFIRM/PROVIDE WOOD BLOCKING AS NEEDED.

2'-6"

A

B.

D.

30" X 48" CLEAR FLOOR SPACE. G.C.SHALL THOROUGHLY CLEAN ALL RESTROOM SURFACES.

9

3

4

SEALED AND POLISHED CONCRETE BAR TOP, GREY

1

THIS PLAN SHOWS LIGHTING TYPE DESIGNATIONS AND LOCATIONS ONLY. FOR ADDITIONAL INFORMATION, 4 4 REFERENCE ELECTRICAL DRAWINGS.

7'-7 1/2"

2

ARCHITECT

16" OC

CONTINUOUS METAL STUD BLOCKING ON CUSTOMER SIDE AT ACCESSIBLE COUNTER

BAR DIE WALL DETAIL

3'-8"

ALL PIPING BELOW SINKS TO BE INSULATED FROM CONTACT. USE HANDI-LAV GUARD INSULATION KIT BY TRUEBRO, INC. OR SIMILAR.

CLEAR

18" GRAB BAR (A004). 1-1/2" DIA. PROVIDE SOLID WOOD BLOCKING IN WALL AS RECOMMENDED BY MFR. FOR SUPPORT. MATCH FINISH OF EXISTING GRAB BARS TO REMAIN.

7

EXISTING

5

6

6"x20 GA. MTL. STUDS (STAGGERED)

BAR PLAN & DETAILS

OWNER

3

1

GENERAL NOTES A.

A0.3

1/2"=1'-0"

4'-0"

TOILET SEAT COVER DISPENSER (A002). MOUNT @ 48" AFF IN STANDARD STALLS, BELOW REAR GRAB BAR IN ACCESSIBLE STALLS.

12/06/18

8

2"

SANITARY NAPKIN DISPOSAL (A001). SURFACE MOUNTED AT 28" AFF TO TOP OF DISPOSAL. PROVIDE WOOD BLOCKING AS NEEDED.

4

5

BTB

DATE:

OWNER

2"

3

5

ENLARGED RESTROOM PLAN

8

8'-83 4"

PAINT DOOR AND FRAME. (PT-07)

DRAWN BY:

1'-1"

MOUNT TISSUE DISPENSER (A003) 8" IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER AND 18" AFF.

8

1

60" CLEAR SPACE

60" CLEAR SPACE

1

2

CHECKED BY: DYL 8

6"

BOBRICK

4"

BOBRICK BOBRICK

1 2"

CONTURA SERIES SURFACE-MOUNTED TOILET SEAT COVER B-4221 CONTURA SERIES SURFACE-MOUNTED MULTI-ROLL TOILET TISSUE B-4288 1 1/2" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE B-6806

OCCUPANCY 6

SHEET NO.

1/2"=1'-0"

NORTH

2'-5 1/2" AFF

SANITARY SEAT COVER DISPENSER TOILET PAPER DISPENSER

A004 GRAB BAR - 18"

CONTACT REMARKS BOBRICK WASHROOM EQUIPMENT DIMENSIONS: 100 BOBRICK DRIVE 10"H, 7 1/2"W, 3 13/16"D JACKSON, TN 38301-5625 (PH) 731-424-7000 BOBRICK WASHROOM EQUIPMENT DIMENSIONS: 100 BOBRICK DRIVE 11 1/4"H, 15 3/4"W, 2 1/16"D JACKSON, TN 38301-5625 (PH) 731-424-7000 BOBRICK WASHROOM EQUIPMENT DIMENSIONS: 100 BOBRICK DRIVE 11"H, 6 1/16"W, 5 15/16"D JACKSON, TN 38301-5625 (PH) 731-424-7000

DLA JOB NUMBER: 18007

A002 A003

MANUF. BOBRICK

3'-8" AFF

ITEM/MANUFACTURER NO. CONTURA SERIES SURFACE-MOUNTED SANITARY NAPKIN B-270

2'-8 1/2" AFF

ITEM SANITARY NAPKIN DISPOSAL

WAREHOUSE 72 RESTAURANT

A001

9'-93 4"

ITEM NO.

SEAT COVER DISPENSER

TYPICAL FIXTURE HEIGHTS AND CLEARANCES 3/16"=1'-0"

9

TOILET ACCESSORY SCHEDULE

10250 E. TECHNOLOGY BOULEVARD 4'-10" EXISTING CLEAR DALLAS, TX 75220

1

2. ACCESSIBLE SEATING LOCATIONS SHOWN ARE 6 RECOMMENDATIONS TO PROVIDE ADEQUATELY DISPERSED SEATING. OWNER MAY ALTER ACCESSIBLE SEATING LOCATIONS, BUT SHALL ENSURE LETTER AND INTENT OF 2012 TAS REGULATIONS ARE2MET.

EXISTING ACCESSIBLE WATER CLOSET

7" TO 9"

10

SHEET TITLE

NOTES: 1. ACCESSIBLE TABLES SHALL MEET 2012 TAS HEIGHT REQUIREMENTS AND PROVIDE SUFFICIENT KNEE SPACE PER 2012 TAS SECTION 902.3.

EXISTING GRAB BARS NAPKIN DISPOSAL

TOILET TISSUE DISPENSER

EXISTING ACCESSIBLE WATER CLOSET

OCCUPANCY PLAN

12"

MIN.

NAPKIN DISPOSAL @ WOMEN'S STALL (TYP)

9

8

3

EXTERIOR ACCESSIBLE SEATING 169 SEATS X .05 = 9 EXTERIOR SEATS REQUIRED 9 EXTERIOR SEATS PROVIDED

NEW GRAB BAR

54" MIN. 12"

EXISTING GRAB BAR

INTERIOR ACCESSIBLE SEATING 283 SEATS X .05 = 15 INTERIOR SEATS REQUIRED 1 16 INTERIOR SEATS PROVIDED

NOTE: NAPKIN DISPOSAL TO BE PLACED ON OPPOSITE SIDE OF TOILET FROM FLUSH HANDLE (TYP ALL WOMEN'S STALLS)

2

30X48 CLEAR

4

4

3

9

4 OVERALL TOTAL OCCUPANT LOAD: 504 10

4'-10"

2

TABLE AREA 17

4

18" MIN.

30X48 CLEAR

4

1 EXTERIOR OCCUPANT LOAD: 169

10250 E. TECHNOLOGY BOULEVARD DALLAS, TX 75220

X48 AR CLE

30

TABLE AREA 14

DN

4'-10"

EXISTING C

EXISTING CLEAR

8

30X48 CLEAR

30X48 CLEAR

SEAL

4

9'-93 4"

4

1

3

WAREHOUSE 72 RESTAURANT

8

4

4

EXISTING CLEAR

TABLE AREA 17: 61 S.F. / 15 OCC. = 4 ACTUAL SEATS = 8

TOTAL LOOSE SEATS = 143 SEATS 7 TOTAL NUMBER OF SEATS (FIXED + LOOSE) = 169 SEATS

102

4

4

1

4'-10"

2'-93 4"

30X48 CLEAR

TABLE AREA 10

DESCRIPTION

1"

30X48 CLEAR

4

TABLE AREA 16: 185 S.F. / 15 OCC. = 12 ACTUAL SEATS = 32

G.C. TO VERIFY MOUNTING HEIGHTS AND LOCATIONS OF RESTROOM FIXTURES AND ACCESSORIES TO REMAIN. MEET MOUNTING REQUIREMENTS INDICATED IN DETAIL 9/A4.1 WHERE NON-COMPLIANT, GC TO REMOVE, REPAIR SUBSTRATE/FINISHES AS REQUIRED, AND REINSTALL TO MEET HEIGHTS AND LOCATIONS SHOWN.

4

1 REV

4

TABLE AREA 15: 66 S.F. / 15 OCC. = 4 ACTUAL SEATS = 12

30" X 48" CLEAR FLOOR SPACE. TABLE AREA 1 G.C.SHALL THOROUGHLY CLEAN ALL RESTROOM SURFACES.

9

5

TABLE AREA 14: 221 S.F. / 15 OCC. = 15 ACTUAL SEATS = 24

4 BE LOWERED 1 1/4" TO 16"4 AT RIM. EXISTING URINAL TO PATCH/REPAIR ADJACENT SURFACES AS REQUIRED.

10

60" CLEAR SPACE

5

TABLE AREA 11: 354 S.F. / 15 OCC. = 24 ACTUAL SEATS = 48

30X48 CLEAR

4

60" CLEAR SPACE TABLE/CHAIR SEATING

TABLE AREA 12: 33 S.F. / 15 OCC. = 2 3 ACTUAL1SEATS = 4

7

B

TOTAL NUMBER OF SEATS = 26 SEATS

PAINT DOOR AND FRAME. (PT-07)

103

31'-0" BENCH LENGTH

4

CONTINUOUS BENCH: (1) @ 8'-6" (1 PERSON PER 24" = 4 SEATS) CONTINUOUS BENCH: (1) @ 44'-11" (1 PERSON PER 24" = 22 SEATS)

SANITARY NAPKIN DISPOSAL (A001). SURFACE MOUNTED AT 28" 4 4 AFF TO TOP OF DISPOSAL. PROVIDE WOOD BLOCKING AS NEEDED.

4

4

4 22

BOBRICK

2

3'-0"

30X48 CLEAR

113

4

BOOTHS

3

4

WAITING/ MERCHANDISING

16

4

RESTROOM GENERAL NOTES 1. ALL TOILET ACCESSORIES ARE SUPPLI THE G.C., U.N.O. 2. PROVIDE SOLID WD BLKG IN WALLS AS OF WALL MOUNTED FIXTURES. BLKG FO SUPPORT 250 LBS. MIN. 3. SEE 9/A4.1 FOR MOUNTING HEIGHTS. 4. RESTROOM SIGNAGE SHALL COMPLY W CODE. 5. ALL EXISTING FINISHES TO REMAIN U.N ANY DAMAGED AREAS AS REQUIRED.

EXTERIOR OCCUPANCY CALCULATIONS

DIMENSIONS: 11"H, 6 1/16"W, 5 15/16"D

4 MOUNT TISSUE DISPENSER (A003) 8" IN FRONT 4OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER AND 18" AFF.

9

6

15

PATIO

2

INTERIOR OCCUPANT LOAD: 335

REMARKS DIMENSIONS: 10"H, 7 1/2"W, 3 13/16"D DIMENSIONS: 11 1/4"H, 15 3/4"W, 2 1/16"D

2

4

22

BOBRICK

CONTACT BOBRICK WASHROOM EQUIPMENT 100 BOBRICK DRIVE JACKSON, TN 38301-5625 (PH) 731-424-7000 BOBRICK WASHROOM EQUIPMENT 100 BOBRICK DRIVE JACKSON, TN 38301-5625 (PH) 731-424-7000 BOBRICKDN WASHROOM EQUIPMENT 100 BOBRICK DRIVE JACKSON, TN 38301-5625 (PH) 731-424-7000

1"

CLE

30X48 CLEAR

4 44'-11" BENCH LENGTH

4

30

4

4

4

4

30X48 CLEAR

6

CONTURA SERIES SURFACE-MOUNTED 4 MULTI-ROLL TOILET TISSUE B-4288 4

MANUF.

KEY NOTES

4

4

BOBRICK BOBRICK

30X48 CLEAR

2

104 ITEM/MANUFACTURER NO. CONTURA SERIES SURFACE-MOUNTED SANITARY NAPKIN B-270 2 2 CONTURA SERIES SURFACE-MOUNTED TOILET SEAT COVER B-4221

1 1/2" DIAMETER STAINLESS STEEL GRAB BARS WITH SNAP FLANGE B-6806

A004 GRAB BAR - 18" 30X48 CLEAR

6

4

ITEM

A001 A002

2"

30X48 CLEAR

10

17

4

TABLE AREA 11

30 CLE X48 AR

TABLE AREA 13

19

34'-7" BENCH LENGTH

BAR 106

4

TOILET ACCESSORY SCHEDULE

10

2

6

TABLE AREA 12

A.7

10

TABLE AREA 6

TABLE AREA 8

6

WAITERS = 12 HOST = 2 BAR SERVICE = 2 TOTAL EMPLOYEES = 24

BANQUET ROOM #2

4"

8'-6" BENCH LENGTH

4

KITCHEN: 1,362 S.F. / 200 OCC. = 7 (DOES NOT INCLUDE FREEZERS/COOLERS) OFFICE: 106 S.F. / 100 OCC. = 1 CO2

TABLE AREA 2

105

CLEAR

MAIN DINING

4

30X48 CLEAR

4

TOTAL WAITING CUSTOMERS = 28 TOTAL NUMBER OF CUSTOMERS (SEATING + WAITING) = 283 + 28 = 311 CUSTOMERS

EMPLOYEE AREAS

STORAGE 115

TABLE AREA 7

30X48 CLEAR

114

107

4

6

WAITING AREA (STANDING AREA): 101 S.F. / 5 OCC. = 21 PEOPLE

116

ELECTRIC

OFFICE

8'-6" BENCH LENGTH

4

4

24X42 74(5T)L

EXISTING

118

24X48 74(5T)L

TABLE AREA 9

30X48 CLEAR

30X48 CLEAR

24X48 74(5T)L

STORAGE

JANITOR TABLE AREA 16

24X48 74(5T)L

24X42 86(5T)L

24X48 74(5T)L

18X36 86(5T)L

WAITING AREA (COUCHES): (2) @ 5'-0" (1 PERSON PER 18" = 7 SEATS)

1 2"

110

117

STANDING & WAITING AREAS

COOLER

4'-10" EXISTING CLEAR

RESTROOM HALLWAY

TOTAL LOOSE SEATS = 209 SEATS TOTAL NUMBER OF SEATS (FIXED + LOOSE) = 283 SEATS

24X42 74(5T)L

24X48 74(5T)L

3'-5" AFF

4

TABLE AREA 15

24X42 74(5T)L

24X48 74(5T)L

24X48 74(5T)L

39" TO 41"

4

30X48 CLEAR

4

A.3

24X42 86(5T)L

DRY STORAGE

TABLE AREA 10: 263 S.F. / 15 OCC. = 18 ACTUAL SEATS = 36

24X48 74(5T)L

24X48 74(5T)L

WAREHOUSE 72 RESTAURANT

18X36 86(5T)L

18X48 86(5T)C

TABLE AREA 8: 88 S.F. / 15 OCC. = 6 ACTUAL SEATS = 10

PREP

3"

111

18X48 86(5T)C

3'-8" AFF

MEN'S

112

18X48 86(5T)C

2'-10"

WOMEN'S

21X36 74(5T)L

21X30 74(5T)L

KEG COOLER

SHEET NO.

1 1/2"=1'-0"

1

ENLARGED BAR PLAN

A1.3

1/2"=1'-0"

A4.1

A4

Interior Improvement of Music City Mall Sears Building Year : 2019 Area : 11,000 S.F. Site : 2405 S. Stemmons Fwy, Lewisville, TX Client : Zion Food Court Responsibilities : Interior Design / Modeling & Rendering / Revit drafting

The project was in general

atmospherem, and materi-

programs as a food court of als provide clean and wide a shopping mall. The main spaces to customers. concept is ‘Fresh’ and ‘Fun’.

In the modern design, the orThe project has an open agne and green colors that ceiling and various types of are Zion Market’s brand coldown ceiling and lighting ors will provide funny eating fixtures. The bright lighting, spaces.

EQUIPMENT SCHEDULE ITEM #

MODEL

QTY

SUPPLIED BY

RECEIVED BY

INSTALLED BY

1

FREEZER (DOUBLE)

TURBO AIR

PRO-50F-N

7

TENANT

TENANT

TENANT

2

COOLER (DOUBLE)

DESCRIPTION

TURBO AIR

MANUF.

PRO-50R-N

7

TENANT

TENANT

TENANT

3

S/W PREP FRIDGE

TURBO AIR

PST-60-24-N

7

TENANT

TENANT

TENANT

4

2 COMPARTMENT SINK

TURBO AIR

TSA-2-L1

6

GC

GC

5

3 COMPARTMENT SINK

TURBO AIR

TSA-3-D1

11

GC

GC

GC

6

60" WORK TABLE

JOHN BOOS

FBLGR56030

-

TENANT

TENANT

TENANT

7

STANDING SHELVING 36"W

-

-

-

TENANT

TENANT

TENANT

8

STANDING SHELVING 48"W

-

GC

-

-

TENANT

TENANT

TENANT

9

HAND SINK

KROWNE

HS-26L

11

GC

GC

GC

10

MOP SINK

EAGLE GROUP

F1916-12

1

GC

GC

GC

11

TYPE 1 KITCHEN HOOD

ACCUREX

-

-

GC

GC

12

-

-

-

1

GC

GC

GC

13

UNDERCOUNTER REFRIGERATOR

TURBO AIR

JUR-60-N6

-

TENANT

TENANT

TENANT

14

COOLER (SINGLE)

TURBOAIR

PRO-26R-N

3

TENANT

TENANT

TENANT

3

TENANT

TENANT

TENANT

GC

FREEZER (SINGLE)

TURBO AIR

PRO-26F-N

16

VENDING MACHINE

-

-

-

TBD

TBD

TBD

17

CLAW GAME MACHINE

-

-

-

TENANT

TENANT

TENANT

15

NOTES

MILLWORK / FURNITURE SCHEDULE

PAINT EXIST GYP BD COLUMN WRAP P1. EXTEND COLUMN WRAP TO FLOOR DECK ABOVE

ITEM #

DESCRIPTION

SUPPLIED BY

INSTALLED BY

A

FOOD DISPLAY CASE

TENANT

TENANT

B

WATER COOLER

TENANT

TENANT

C

FRONT SERVICE COUNTER

GC

D

ACCESSIBLE SERVICE COUNTER

GC

GC

E

BACK SERVICE COUNTER

GC

GC

F

BAR COUNTER

GC

GC

G

TRASH BIN

GC

GC

H

TABLE TYPE 1

GC

GC GC

J

4' - 0"

48"H SS COLUMN WRAP. PROVIDE SMOOTH EDGE @ TOP, BOTTOM & ALL SEAMS

GC

TABLE TYPE 2

GC

K

CHAIR

GC

L

BANQUETTE SEATING

GC

GC

M

TABLE TYPE 3

GC

GC

N

BAR STOOL

GC

GC

GC

4"

REMOVE EXIST GYP REPLACE W/ B4 WALL BASE

FLOOR PLAN

2

1

2

26' - 0"

4

26' - 0"

1" = 1'-0" 5

26' - 0"

6

26' - 0"

26' - 0"

7 TYP

101

9' - 9"

14 TYP

4' - 0"

13 TYP

B

A

C

D

TENANT 07

8 TYP

107

1 3

2

204

G

204A J

K

A4.0

J

4 N

2

A1.0 M

H

9' - 9"

26' - 0"

106

E

9 TYP

STORAGE 1

F 5

A4.0

TYP

L 17 TYP

A4.0

1 205A

A4.0 1 A5.0

TENANT 11

7

111

16 TYP

MEN

5' - 2"

5' - 2"

8

A4.0

9 4' - 6"

6

15 TYP

TENANT 06

5' - 0"

6' - 10" 3"

105

10' - 0"

7' - 0"

7' - 0"

104

6' - 10"

103

3"

102

3 TYP

6' - 10"

TENANT 05

3"

TENANT 04

10 TYP

203A

7' - 0"

7' - 0"

TENANT 03 6' - 10"

TENANT 02

3"

8' - 0"

1 TYP

JANITOR 203

26' - 0"

K

1' - 3" 5' - 10"

5 TYP

26' - 0"

11 TYP

2 TYP

6 TYP

8

ADJACENT MALL BUILDING (NOT IN SCOPE)

TENANT 01

4 TYP

7

26' - 0"

1' - 1"

3

COLUMN WRAP

TENANT 10

TENANT 09

110

109 5' - 6"

3' - 6"

108A

11' - 0"

108B

TENANT 08

STORAGE 2

108

205

H

4' - 0"

201

WOMEN

ADJACENT TENANT (NOT IN SCOPE)

202

1

FLOOR PLAN / EQUIPMENT-FIXTURE PLAN 1/8" = 1'-0"

FLOOR PENETRATION PLAN 1

2

3

4

5

6

7

8

ADJACENT MALL BUILDING (NOT IN SCOPE)

K

UBLE TEE BEARING D BY PIER.

EE LEGS AND PENETRATIONS.

REMOVE FIRST BOTTOM COURSE OF TILE FOR NEW QUARRY TILE WALL BASE INSTALLTION

WAY FROM DOUBLE S. IF FIELD LEG OR INVERTED CT ECAST MEMBER

REMOVE EXISTING GRID CEILING AND ASSOCIATED ITEMS IN THEIR ENTIRETY

REMOVE FIRST BOTTOM COURSE OF TILE FOR NEW QUARRY TILE WALL BASE INSTALLTION

ATION FOR FLOOR

LINE OF CONC PEDESTAL ON PIER BELOW TYP

IAMETER. DO NOT

LINE OF PIER BELOW TYP

J

DOUBLE TEE LEGS

2. ALL NEW FLOOR PENETRATIONS SHALL BE MADE AWAY FROM PRECAST DOUBLE TEE WEBS/LE BELOW TYP INVERTED TEE BEAM WOULD BE CUT, CONTACT THE ARCH DOUBLE TEE WEB/LEG OR PRECAST

JOINT BETWEEN

4. NEW PENETRATIONS SHALL BE MADE UTILIZING A CORE DRILL WITH MAXIMUM PENETRATION B STUD OR CMU WALL

5. ITEMS BELOW FF EL IN THE VICINITY OF ANY NEW FLOOR PENTRATION SHALL BE LOCATED PR DAMAGED DURING NEW FLOOR PENETRATION CORE DRILLING.

PROVIDE TREATED 1x AT STUD WALLS

H

6. ALL NEW PENETRATIONS SHALL MAINTAIN A 12" MINIMUM CLEAR DISTANCE RUNNING PARALLE

CONCRETE PAD, REF ARCH/MEP FOR EXACT SIZE AND LOCATION

7. ONLY A SINGLE NEW PENETRATION MAY BE LOCATED BETWEEN EXISTING PRECAST DOUBLE T A. EXCEPTION: 12" MINIMUM CLEARANCE DOES NOT APPLY TO NEW PENETRATIONS LOCATED FROM EDGE OF FLANGE EXTENSION. IF MULTIPLE NEW PENETRATIONS OCCUR WITHIN SAM

REF

EXISTING 24" DEEP PRECAST DOU OWNER FIELD VERIFY

FLANGE EXTENSION

ARCH/MEP

1 1/2" CLR

#4 CONT AT 24" OC EW, DRILL AND SET IN EXIST CONC SLAB WITH ANCHOR ADHESIVE PER GENERAL NOTES (EMBED=2 1/2")

WEB/LEG SPACING

FIELD VERIFY

FIELD VERIFY WEB/LEG AT TOP FIELD VERIFY

ADJACENT TENANT (NOT IN SCOPE)

EXISTING PRECAST INVERTED TEE BEAM. NO PENETRATIONS OF ANY KIND ARE ALLOWED NOTE(S): INVERTED 2. ALL NEW FLOOR PENETRATIONS SHALL BE MADE AWAY FROM PRECAST DOUBLE TEE WEBS/LEGS AND PRECAST INVERTED TEE BEAMS. IF FIELD VERIFICATION INDICATES THAT ATHROUGH PRECAST 1. REF 2-S1.0 2- S1.0 FOR NEW FLOOR PENETRATION REQUIREMENTS. TEE BEAM, TYP

WEB/LEG AT BOT FIELD VERIFY

NOTE(S): 1. EXISTING PRECAST DOUBLE TEE WEBS/LEGS AND PRECAST INVERTED TEE BEAMS SHALL BE LOCATED IN THE FIELD PRIOR TO MAKING ANY NEW PENETRATIONS.

REF ARCH/MEP

DOUBLE TEE WEB/LEG OR PRECAST INVERTED TEE BEAM WOULD BE CUT, CONTACT THE ARCHITECT IMMEDIATELY.

DO NOT CUT THROUGH ANY PRECAST MEMBER.

2. TOPPING SLAB MAY BE REMOVED AS SHOWN FOR PLACEMENT OF NEW FLOOR STL COLUMN EXISTING 3. NEWCARE PENETRATIONS SHALL THROUGH EXISTING PRECAST FLANGE AND TOPPING SLAB ONLY. UNDER NO CIRCUMSTANCE SHALL EXISTING PRECAST DOUBLE TEE SINK/DRAIN. SHALL BE TAKEN NOTBE TO MADE DAMAGE EXISTING PRECAST DOUBLE TEE DOUBLE TEE BEARING 8" BELOW FF FLANGEWEBS/LEGS, DURING TOPPING SLAB REMOVAL. UNDER NO CIRCUMSTANCE THE EXISTING PRECAST INVERTED TEE BEAM, SHALL OR EXISTING CONCRETE COLUMN PEDESTAL BE CUT. ADDITIONALLY, FOUNDATION MEMBERS BELOW FF EL INCLUDING BUT NOT EL ON CONC PEDESTAL NEW OPENING THROUGH THE EXISTING PRECAST DOUBLE TEE FLANGE BE LARGER

EXISTING PRECAST DOUBLE TEE

LIMITED TO GRADE BEAMS, PIER CAPS, AND PIERS SHALL NOT BE CUT. REF 3-S1.0 3- S1.0 FOR DIAGRAM OF EXISTING FOUNDATION MEMBERS.

GRID

THAN 10" DIAMETER.

CONTRACTOR SHALL VERIFY ALL CO NOTIFY THE OWNER OF ANY VARIATI SHOWN ON THESE DRAWINGS BEFOR ANY CONSTRUCTION.

4. NEW PENETRATIONS SHALL BE MADE UTILIZING A CORE DRILL WITH MAXIMUM PENETRATION BEING 10" DIAMETER. SAW CUTTING IS NOT ALLOWED.

10" MAX

9'-6 7/8"

1

0.9

0.7

10'-0" 4"

EXISTING EXTERIOR CONC BEAM WITH SEAT FOR PRECAST DOUBLE TEE

2

2' - 4"

4 A

110

J

3

GROUP MULTIPLE PIPES TOGETHER WITHIN A SINGLE FLOOR PENETRATION WHENEVER POSSIBLE, TYP

1.

10'-0" 4"

2'-1"

G.8 3'-0"

6"

G.7

12'-8"

6"

EXIST WALL X-BRACE TO REMAIN, TYP

K

G

2'-0"

9'-6 7/8"

H

EXISTING PRECAST INVERTED TEE BEAM FIELD VERIFY

109

6 26'-0"

26'-0"

3

4

5

7

287'-8" 26'-0"

26'-0"

13'-4"

13'-4" EXIST WALL X-BRACE TO REMAIN, TYP

6

8

3'-0"

12'-8"

12'-8"

EXIST WALL X-BRACE TO REMAIN, TYP

9287'-8"

GROUP MULTIPLE PIPES TOGETHER WITHIN A SINGLE FLOOR PENETRATION WHENEVER POSSIBLE, TYP

23'-0"

5'-0"

17'-7 1/8"

G

3'-2"

REF NOTE #6

12" MIN

26' - 0"

REF NOTE #6

12" MIN

12" MIN

12" MIN

8' - 4 1/2"

205

GRID

FOUNDATION PLAN NOTES

11

12'-8"

4 3/4" 7'-0"

1

26'-0"

3'-0"

23'-0"

2'-0" 6'-0"

10

4.

H

REV

DESCRIPTION

VERIFY ALL WALL OPENING LOCATIONS WITH ARCH DR

5.

REFER TO ARCH DRAWING NOT SHOWN.

6.

REFER TO ARCH AND MEP LOCATIONS OF NEW FLOO

11

12

11.5

26'-0"

13'-4"

20'-7 1/4"

9

26'-0"

26'-0"

5'-0"

13'-7 5/8"

5'-0"

5 3/8"

20'-7 1/4"

13'-7 5/8"

5'-0"

EXISTING FLOOR PENETRATION, TYP

NEW FLOOR SINK OR DRAIN, REF 3-S4.0, 4- S1.0 TYP

13'-0"

13'-0"

NEW FLOOR PENETRATION, REF 1-S4.0, 2- S1.0 TYP

13'-0"

K

EXISTING FLOOR PENETRATION, TYP

SEAL

NOTE: REF 6-S1.0 6- S1.0 FOR TYP HOUSEKEEPING PAD. REF ARCH / MEP FOR EXACT SIZE AND LOCATIONS.

NEW FLOOR SINK OR DRAIN, REF 3-S4.0, 4- S1.0 TYP

1'-1" 12'-4 3/8"

5 3/8"

WALL DIMENSION PLAN 1/8" = 1'-0"

26'-0"

4 3/4"

12'-4 3/8" 7'-0"

12

11.5

26'-0"

1'-1"

J.5

J

NOTE: REF 6-S1.0 6- S1.0 FOR TYP HOUSEKEEPING PAD. REF ARCH / MEP FOR EXACT SIZE AND LOCATIONS.

SHEET TITLE

6'-4 7/8"

2'-0" 17'-7 1/8"

26'-0"

10 26'-0"

2'-0" 6'-0"

NEW FLOOR PENETRATION, REF 1-S4.0, 2- S1.0 TYP

NEW FLOOR PENETRATION, REF 1-S4.0, 2- S1.0 TYP

STORAGE 2

H

EXIST WALL X-BRACE TO REMAIN, TYP

1'-4 7/8"

EXISTING FLOOR PENETRATION, TYP 6'-4 7/8"

2'-0"

3'-2"

G.7

8

EXISTING FF EL = 100'-0"

19'-8"

26'-0"

19'-8"

H

7

26'-0"

13'-4"

3'-0"

NEW FLOOR SINK OR DRAIN, REF 4 3-S4.0, - S1.0 TYP

EXISTING FF EL = 100'-0"

G.8

FOUNDATION PLAN NOTES 3.

EXISTING FLOOR PENETRATION, TYP

NEW FLOOR SINK OR DRAIN, REF 4 3-S4.0, - S1.0 TYP

H.1

A

5 3/8"

3'-2" 6'-4 7/8"

J

GRID

EXISTING FLOOR PENETRATION, TYP

NEW FLOOR SINK OR DRAIN, REF 4 3-S4.0, - S1.0 TYP

3/8" = 1'-0"

26'-0"

26'-0"

NEW FLOOR PENETRATION, REF 1-S4.0, 2- S1.0 TYP

H.9

TENANT 08

THE EXISTING BUILDING 1ST FLOOR IS CONSTRUCTED 4. VERIFY ALL WALL OPENING DIMENSIONS AND 3. THE EXISTING BUILDING 1ST FLOOR IS CONSTRUCTED 1. REFER TO SHEET S0.0ON FOR GENERAL NOTES AND UTILIZING PRECAST DOUBLE TEES BEARING LOCATIONS WITH ARCH DRAWINGS. UTILIZING PRECAST DOUBLE TEES BEARING ON DESIGN CRTERIA. PRECAST INVERTEDEXISTING TEE BEAMS BY FF EL SUPPORTED = 100'-0" PRECAST INVERTED TEE BEAMS SUPPORTED NOTE:BY CONCRETE PIERS. NEW THROUGH EXISTING CONDITIONS SHOWN MAY NOT REFLECT 5. REFLECT REFER TO ARCH CONCRETE DRAWINGS FOR NEW ALL DIMENSIONS 2. PENETRATIONS EXISTING CONDITIONS SHOWN MAY NOT PIERS. PENETRATIONS THROUGH REF 6-S1.0 FOR TYP 6- S1.0 THE 1ST FLOOR SHALL ONLY BE"AS-BUILT" MADE THROUGH THEEXISTINGNOT EXACT "AS-BUILT" CONDITIONS. EXISTING CONDITIONS SHOWN. HOUSEKEEPING EXACT CONDITIONS. CONDITIONS THE 1ST FLOOR SHALL ONLY BE MADE THROUGH PAD. THE EXISTING DOUBLE TEE FLANGE. TOPRIOR 2-S1.0 2- S1.0 FOR SHALL BE VERIFIED PRIOR TO STARTING NEW WORK. SHALL BEREFER VERIFIED TO STARTING NEW WORK. EXISTING DOUBLE TEE FLANGE. REF REFER TO 2-S1.0 S1.0FOR FOR ARCH /2-MEP NEW FLOOR NEW FLOOR NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PENETRATION REQUIREMENTS. EXACT SIZE AND NEW FLOOR PENETRATION REQUIREMENTS. 6. REFEROR TO ARCH NEW ANDFLOOR MEP DRAWINGS FOR EXACT NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR PENETRATION, SINK OR DRAIN, FORESEEN PROBLEMS. LOCATIONS. REF 1-S4.0, 2 S1.0 TYP LOCATIONS OF NEW FLOOR PENETRATIONS. FORESEEN PROBLEMS. ADJACENT TENANT REF 3-S4.0, 4- S1.0 TYP

EXISTING FLOOR 26'-0" PENETRATION, TYP

26'-0"

26'-0"

19'-7 1/8"

26'-0"

19'-7 1/8" 3'-2" 6'-4 7/8"

GROUP MULTIPLE PIPES TOGETHER WITHIN A SINGLE FLOOR PENETRATION WHENEVER POSSIBLE, TYP

NEW FLOOR PENETRATION, REF 1-S4.0, 2- S1.0 TYP

GRID

A

REFER TO SHEET S0.0 FOR GENERAL NOTES AND DESIGN CRTERIA.

F.9

J.2

GRID

5'-0"

1'-1"

4"

10'-0"

2'-1"

26'-0"

26'-0"

23'-0"

12'-4 3/8"

10'-0"

26'-0"

3'-0" 2'-0" 6'-0"

26'-0"

9'-6 7/8"

26'-0"

12'-8"

1ST FLO FOUNDA PLAN A DETAI

26'-0"

10'-0"

26'-0"

2

3'-2"

5

7"

7"

1' - 8"

J

26'-0"

(NOT IN SCOPE)

H.1

1

0.9

6'-4 7/8"

4

0.7

26'-0"

3

0.6

17'-7 1/8"

2

0.4

TENANT 09

1'-4 7/8"

1

0.9

0.1

19'-8"

26'-0"

2.

202

13'-4"

2' - 7"

EXISTING FOUNDATION NEW FLOOR PENETRATION DIAGRAM 10 D 108 6 6 2 3/8" = 1'-0" DIAGRAM MEMBER NEW FLOOR PENETRATION DIAGRAM A A 7 E E E D 7 A 2

H.9

WOMEN

ALIGN - 4 3/8"

25' - 3 1/8"

3' - 8"

AT FLOOR SINK/DRAIN J.2 1 1/2" = 1'-0"

9

26'-0"

13'-7 5/8"

4

3' - 4 3/4"

TENANT 10

NEW FLOOR PENETRATION MEMBER111 DIAGRAM E D 7

8

26'-0"

1 1/2" = 1'-0"

NEW PENETRATIONS SHALL 13'-4" BE LOCATED TO CLEAR 14' EXISTING PRECAST DOUBLE TEE WEB/LEG, TYP

12'-8"

6" MIN

287'-8" 26'-0"

16' - 2 5/8"

2' - 10"

EXISTING DRAIN INFILL 3

7

GRID

10' - 11 3/8"

5

201

0.7

17' - 7 11/16"

A

6" MIN

REFER TO SHEET S0.0 FOR GENERAL NOTES A DESIGN CRTERIA.

NOTIFY THE ARCHITECT OF ANY DISCREPANCI FORESEEN PROBLEMS.

PENETRATIONS ARE NOT ALLOWED IN HATCHED AREAS ADJACENT TO NEW PENETRATIONS, TYP

A 3'-4"

1.

EDGE OF PRECAST2. EXISTING CONDITIONS SHOWN MAY NOT REFL EXACT "AS-BUILT" CONDITIONS. EXISTING CON DOUBLE TEE FLANGE EXTENSION SHALL BE VERIFIED PRIOR TO STARTING NEW

107

26'-0" 3'-0"

3/8" = 1'-0"

EXISTING CONC COLUMN PEDESTAL AND PIER CAP. NO PENETRATIONS OF ANY KIND ARE ALLOWED THROUGH CONC COLUMN PEDESTAL OR PIER CAP, TYP

15' - 2"

TENANT 07

6

26'-0"

EXISTING EXTERIOR CONC BEAM WITH SEAT FOR PRECAST DOUBLE TEE SUPPORT. NO PENETRATIONS OF ANY KIND ARE ALLOWED EXIST WALL X-BRACE THROUGH CONC BEAM, TYP TO REMAIN, TYP

15' - 4 13/16"

5' - 0"

1 1/2" = 1'-0"

26'-0"

AT FLOOR SINK/DRAIN

6

5

BE LOCATED TO CLEAR

GRID

19'-7 1/8"

6

TENANT 11

MEN

0.6

CONC

3NEW PENETRATIONS SHALL 4

CONC PIERPRECAST EXISTINGEXISTING DOUBLE TEE 26'-0" WEB/LEG, TYP

26'-0"

6"

3'-2" 6'-4 7/8"

1 A5.0

5' - 0"

4

0.4

DOUBLE TEE WEB/LEG. NO PENETRATIONS OF ANY KIND ARE ALLOWED THROUGH WEB/LEG, TYP

K

E

0.1

EXISTING PRECAST DOUBLE TEE WEB/LEG, TYP EXISTING A CONC 10 COLUMN PEDESTAL

EXISTING PRECAST DOUBLE TEE WEB/LEG

12' - 4"

EXISTING PRECAST DOUBLE TEE WEB/LEG

PENETRATIONS ARE NOT ALLOWED IN HATCHED AREAS ADJACENT TO NEW PENETRATIONS, TYP EXISTING PRECAST

2

10 A

4' - 3" 3' - 0"

EXISTING PRECAST DOUBLE TEE FLANGE, TYP

EXISTING PIER CAP

REF NOTE #6

EXISTING 2 1/2" TOPPING SLAB FIELD VERIFY

5' - 5"

7" PRECAST 26'-0" EXISTING SUPPORT. NO PENETRATIONS INVERTED TEE BEAM OFON ANY KIND ARE ALLOWED PIER BEARING 2'-1" CONC BEAM, TYP END CAP EATHROUGH

7' - 1"

K NEW FLOOR PENETRATION DIAGR

A

B 10

ZION MARKET FOOD COURT

10'-0"

A 4

CORE

REF NOTE #6

12" MIN

0.6

D

EDGE OF PRECAST INVERTED TEE BEAM

26' - 0"

0.4 5' - 5"

EXISTING 2" DOUBLE TEE FLANGE

NEW 10" DIA

D

10

EXISTING FOUNDATION MEMBER DIAGRAM

INTERIOR IMPROVEMENTS FOR:

0.1 2' - 4"

EXISTING 2" DOUBLE TEE FLANGE

A

A 10

3

ENGINEER OF R

REF NOTE #6

D

A

License No. 9

NEW PENETRATIONS MADE WITHIN PRECAST DOUBLE TEE FLANGE EXTENSION SHALL BE LOCATED STRADDLING THE JOINT OR 6" MINIMUM CLEAR FROM THE JOINT

9' - 10 3/4"

PROVIDE PERMANENT FORMWORK FOR SUPPORT OF CONCRETE INFILL

D

8' - 6"

A

B. Kirk Ellison

REF NOTE #7 PART A

6" MIN

15' - 6 1/4"

A

9"

BEARING ON PIER CAP EA END

EXISTING CONC PIER CAP A 10 10

8' - 2"

EXISTING CONC PIER

7' - 9"

7' - 9"

6' - 5"

A

10 PLAN

EXISTING 8' -PRECAST 2" 3' - 8" DOUBLE TEE WEB/LEG. NO PENETRATIONS OF ANY KIND ARE ALLOWED THROUGH WEB/LEG, TYP

10

12" MIN

A

7' - 11"

1 1/2" = 1'-0"

REF NOTE #6

D

EXIST VESTIBULE

IN INFILL

8' - 5"OF NEW 10" 3' -DIA 8" EXTENTS TYP WEB/LEG, CORE THROUGH EXISTING PRECAST CONC EXISTING DOUBLE TEE FLANGE PEDESTAL COLUMN

NEW FLOOR PENETRATION TENANT 05 TENANT 06 AT 10BFLOOR105SINK/DRAIN 10 A 106

Consulting Stru

5068 W. Plano Pkwy.

Suite 200 Plano, TX 75093

CERTIFICATE F-1

6" MIN

EXISTING CONC COLUMN PEDESTAL AND PIER CAP. NOWALL PENETRATIONS OF ANY CLEAN EXIST TILE GRID KIND ARE ALLOWED TO LIKE NEW CONDITION THROUGH CONC COLUMN PEDESTAL OR PIER CAP, TYP

1' - 7 3/4"

D

NEW FLOOR SINK/DRAIN, REF PLUMB

DEMO FIXTURE, TAKING CARE NOT TO DAMAGE PRECAST EXISTING SLAB BEYOND EDGE OF TEE BEAM INVERTED FIXTURE + 1"

DOUBLE TEE

8' - 2"

4A

5' - 5"

A

INFILL WITH CONCRETE, REF GENERAL10 NOTES

3' - 8"

10

A

5' - 5"

6' - 5"

10 A

A

EXISTING 4" 3' -PRECAST 0" 8' - 5" DOUBLE TEE WEB/LEG

8' - 2"

6' - 8"

ALIGN

7' - 3"

EXISTING PRECAST 10 DOUBLE TEE

10 104SLAB EXTENTS OF TOPPING TYP REMOVAL FLANGE, FOR PLACEMENT OF NEW FLOOR SINK/DRAIN, REFEXISTING NOTE #2 PRECAST

& ASSOCI

GRID

WEB/LEG AT BOT FIELD VERIFY

ALIGN

ALIGN

3' - 8"

EXISTING 2" DOUBLE TEE FLANGE

CORE

EXISTING 2" DOUBLE TEE FLANGE

204

NEW 10" DIA

A

EDGE OF PRECAST

ELLISON

WEB/LEG AT TOP FIELD VERIFY

EXISTING PRECAST INVERTED TEE BEAM. NO PENETRATIONS OF ANY KIND ARE ALLOWED THROUGH INVERTED TEE BEAM, TYP

INVERTED TEE BEAM STL COLUMN EXISTING BEARING 8" BELOW FF EL ON CONC PEDESTAL

TENANT 04

B

10 A

4"

EXISTING 2 1/2" TOPPING SLAB FIELD VERIFY

EXIST CHASE EXISTING 2" DOUBLE TEE FLANGE

D

APPLY BONDING AGENT TO 203 VERT CONCRETE FACE JUST BEFORE POURING NEW STORAGE 1 (AVOID CONCRETE INFILL APPLYING TO TOP OF SLAB)

103 10" MAX

10

10 A

ROUGHEN VERT SURFACE OF EXISTING CONCRETE JANITOR TO 1/4" AMPLITUDE

PROVIDE PERMANENT FORMWORK FOR SUPPORT OF CONCRETE INFILL

8' - 5"

6' - 11 5/8"

1" = 1'-0"

8' - 1"

TENANT 03

EXISTING 2 1/2" TOPPING SLAB FIELD VERIFY

PLAN

NEW FLOOR SINK/DRAIN, REF PLUMB

DEMO FIXTURE, TAKING CARE NOT TO DAMAGE SLAB BEYOND EDGE OF FIXTURE + 1"

6' - 3 1/2" 8" 3' - 8" EXISTING 2 1/2" TOPPING SLAB FIELD VERIFY

INFILL WITH CONCRETE, REF GENERAL NOTES

B

10 A 10

B

101 1/2" = 1'-0"

102

8

INVERTED TEE BEAMFROM EDGE OF FLANGE EXTENSION. IF MULTIPLE NEW PENETRATIONS OCCUR WITHIN SAME FLANGE EXTENSION, 12" MINIUM CLEAR DISTANCE APPLIES. BEARING ON PIER NEW PENETRATIONS SHALL EXISTING EXTERIOR CONC CAP EA END CONSULTANT TO CLEAR EXISTING 24" DEEP PRECAST DOUBLE TEE EXISTING 24" DEEP PRECAST DOUBLE TEE BE LOCATED BEAM WITH SEAT FOR EXISTING PRECAST FIELD VERIFY FIELD VERIFY PRECAST DOUBLE TEE DOUBLE TEE WEB/LEG, TYP FLANGE FLANGE FLANGE FLANGE SUPPORT. NO PENETRATIONS EXTENSION EXTENSION EXTENSION EXTENSION WEB/LEG SPACING WEB/LEG SPACING OF ANY KIND ARE ALLOWED JOB #19-038 FIELD VERIFY FIELD VERIFY FIELD VERIFYCONC FIELD VERIFY FIELD VERIFY FIELD VERIFY THROUGH BEAM, TYP

EXISTING PRECAST DOUBLE TEE WEB/LEG

7' - 9"

TENANT 02

A 10

7

PIER PRECAST DOUBLE TEE WEBS/LEGS WITHOUT MAINTAINING A 12" MINIMUM CLEAR DISTANCE AS NOTED IN NOTE #6.

CONC EXISTING BETWEEN EXISTING WEB/LEG AT BOT 7. ONLY A SINGLE NEW PENETRATION MAY BE LOCATED A. EXCEPTION: PRECAST EXISTING 26' -12" 0" MINIMUM CLEARANCE DOES NOT APPLY TO NEW PENETRATIONS 26' - 0" LOCATED ADJACENT TO EACH OTHER IN SEPARATE FLANGE EXTENSIONS AND LOCATED 6" MINIMUM FIELD VERIFY

ADJACENT MALL BUILDING (NOT IN SCOPE)

GRID

EXISTING 2 1/2" TOPPING SLAB FIELD VERIFY

B

10

101

6' - 11 5/8"

10

B 10

10" MAX

10" MAX

EXISTING PRECAST B TEETENANT DOUBLE FLANGE01

EXIST STAIR

NEW 10" DIA CORE

2. TOPPING SLAB MAY BE REMOVED AS SHOWN FOR PLACEMENT OF NEW FLOOR SINK/DRAIN. CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING PRECAST DOUBLE TEE FLANGE DURING TOPPING SLAB REMOVAL. UNDER NO CIRCUMSTANCE SHALL THE NEW OPENING THROUGH THE EXISTING PRECAST DOUBLE TEE FLANGE BE LARGER THAN 10" DIAMETER.

EXTENTS OF NEW 10" DIA

6

26' - 0"

NO PENETRATIONS OF ANY KIND ARE ALLOWED THROUGH INVERTED TEE BEAM, TYP

NOTE(S): EXISTING PRECAST 2- S1.0 FOR NEW FLOOR PENETRATION DOUBLE 1. REF 2-S1.0 REQUIREMENTS. TEE WEB/LEG

EXISTING PRECAST CORE THROUGH DOUBLE TEE

FIELD VERIFY

EXISTING PRECAST

PROVIDE PERMANENT FORMWORK FOR SUPPORT OF CONCRETE INFILL

EXTENTS OF TOPPING SLAB REF ARCH/MEP REMOVAL FOR PLACEMENT OF NEW FLOOR SINK/DRAIN, REF NOTE #2

10" MAX

FIELD VERIFY

REF NOTE #6

EXISTING STL COLUMN BEARING 8" BELOW FF EL ON CONC PEDESTAL

LIMITED TO GRADE BEAMS, PIER CAPS, AND PIERS SHALL NOT BEWEB/LEG, CUT. REFTYP 3-S1.0 EXISTING FOUNDATION 3- S1.0 FOR DIAGRAM OFDOUBLE TEE WEB/LEG. MEMBERS. FIELD VERIFY NO PENETRATIONS OF EXISTING CONC FLANGE FLANGE FLANGE 4. NEW PENETRATIONS SHALL BE MADE UTILIZING A CORE DRILL WITH MAXIMUM PENETRATION BEINGANY 10" KIND DIAMETER. SAW CUTTING IS NOT ALLOWED. ARE ALLOWED COLUMN PEDESTAL EXTENSION EXTENSION EXTENSION WEB/LEG SPACING THROUGH WEB/LEG, TYP 5. ITEMS BELOW FF EL IN THE VICINITY OF ANY NEW FLOOR PENTRATION SHALL BE LOCATED PRIOR TO MAKING NEW FLOOR PENETRATION. ENSURE ITEMS BELOW FF EL WILL NOT BE FIELD VERIFY FIELD VERIFY FIELD VERIFY FIELD VERIFY EXISTING CONC DAMAGED DURING NEW FLOOR PENETRATION CORE DRILLING. PIER CAP WEB/LEG AT TOP FIELD VERIFY 6. ALL NEW PENETRATIONS SHALL MAINTAIN A 12" MINIMUM CLEAR DISTANCE RUNNING PARALLEL WITH EXISTING PRECAST DOUBLE TEE WEBS/LEGS BETWEEN ADJACENT PENETRATIONS.

FIELD VERIFY

WEB/LEG SPACING

12" MIN

REF

2. TOPPING SLAB MAY BE REMOVED AS SHOWN FOR PLACEMENT OF NEW FLOOR SINK/DRAIN. CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING PRECAST DOUBLE TEE FLANGE DURING TOPPING SLAB REMOVAL. UNDER NO CIRCUMSTANCE SHALL THE NEW OPENING THROUGH THE EXISTING PRECAST DOUBLE TEE FLANGE BE LARGER THAN 10" DIAMETER.

ARCHITECT

WEBS/LEGS, INVERTED BEAM, OR EXISTING CONCRETE BE CUT. PRECAST ADDITIONALLY, FOUNDATION MEMBERS BELOW FF EL INCLUDING BUT NOT TEE COLUMN PEDESTAL EXISTING 24" DEEP PRECAST DOUBLE TEE EXISTING PRECAST EXISTING 24"TEE DEEP PRECAST DOUBLE TEE DOUBLE EXISTING

FLANGE EXTENSION

1' - 5 3/8"

1 1/2" CLR

NOTE(S): 1. REF 2-S1.0 2- S1.0 FOR NEW FLOOR PENETRATION REQUIREMENTS.

5

INVERTED TEE BEAM. 26' - 0"

26' - 0"

EXISTING 2" DOUBLE TEE FLANGE

26' - 0"

#4 CONT AT 24" OC EW, DRILL AND SET IN EXIST CONC SLAB WITH ANCHOR ADHESIVE PER GENERAL NOTES (EMBED=2 1/2")

4

EXISTING 2 1/2" TOPPING SLAB FIELD VERIFY

CONCRETE PAD, REF ARCH/MEP FOR EXACT SIZE AND LOCATION

26' - 0"

5' - 5"

1' - 1"

PLAN

NEW FLOOR SINK/DRAIN, REF PLUMB

DEMO FIXTURE, TAKING CARE NOT TO DAMAGE SLAB BEYOND EDGE OF FIXTURE + 1"

6' - 0"

PROVIDE TREATED 1x AT STUD WALLS

1/8" = 1'-0"

1. EXISTING PRECAST DOUBLE TEE WEBS/LEGS AND PRECAST INVERTED TEE BEAMS SHALL BE LOCATED IN THE FIELD PRIOR TO MAKING ANY NEW PENETRATIONS.

3. NEW PENETRATIONS SHALL BE MADE THROUGH EXISTING PRECAST DOUBLE TEE FLANGE AND TOPPING SLAB ONLY. UNDER NO CIRCUMSTANCE SHALL EXISTING PRECAST DOUBLE TEE PRECAST EXISTING

INFILL WITH CONCRETE, REF GENERAL NOTES

9"

APPLY BONDING AGENT TO VERT CONCRETE FACE JUST BEFORE POURING NEW CONCRETE INFILL (AVOID APPLYING TO TOP OF SLAB)

CORE THROUGH EXISTING PRECAST

7. ONLY A SINGLE NEW PENETRATION MAY BE LOCATED DISTANCE AS NOTED IN NOTE #6.

DOUBLE BETWEEN TEE FLANGEEXISTING PRECAST DOUBLE TEE WEBS/LEGS WITHOUT MAINTAINING A 12" MINIMUM CLEAR EXISTING PRECAST 2. ALL NEW FLOOR BE MADE AWAY FROM PRECAST DOUBLE TEE WEBS/LEGS AND PRECAST INVERTED TEE BEAMS. IF FIELD VERIFICATION INDICATES THAT A PRECAST A. EXCEPTION: 12" MINIMUM CLEARANCE DOES NOT APPLY TO NEW PENETRATIONS LOCATED ADJACENT TOPENETRATIONS EACH OTHERSHALL IN SEPARATE FLANGE EXTENSIONS AND LOCATED 6" MINIMUM TEE DOUBLE DOUBLE TEE WEB/LEG OR PRECAST INVERTED TEEDISTANCE BEAM WOULD BE CUT, CONTACT THE ARCHITECT IMMEDIATELY. DO NOT CUT THROUGH ANY PRECAST MEMBER. FROM EDGE OF FLANGE EXTENSION. IF MULTIPLE NEW PENETRATIONS OCCUR WITHIN SAME FLANGE EXTENSION, 12" MINIUM CLEAR APPLIES. FLANGE, TYP

6' - 8"

ROUGHEN VERT SURFACE OF EXISTING CONCRETE TO 1/4" AMPLITUDE

STUD OR CMU WALL

ARCH/MEP

1 1/2" CLR REF

ARCH/MEP

The exist sears building has 1 2 3 the special floor slab due to soft soil. The exist floor consists of precast double tees. Thus, The main problem of this project is to make 5 EXISTING DRAIN INFILL TYP RAISED CONCRETE HOUSEKEEPING PADexistpenetrations 6avoiding ing precast double tee legs.

For this, we measured and checked all exist double tee legs and beams under the floor. NEW FLOOR PENETRATION EXISTING FOUNDATION

2

INVERTED TEE BEAM

OFCLEAR NEW 10"DISTANCE DIA 6. ALL NEW PENETRATIONS SHALL MAINTAIN A 12"EXTENTS MINIMUM RUNNING PARALLEL WITH EXISTING PRECAST DOUBLE TEE WEBS/LEGS BETWEEN ADJACENT PENETRATIONS. NOTE(S):

1" = 1'-0"

5' - 5"

6

#4 CONT AT 24" OC EW, DRILL AND SET IN EXIST CONC SLAB WITH ANCHOR ADHESIVE PER GENERAL NOTES (EMBED=2 1/2")

REF NOTE #2

7' - 9"

CONCRETE PAD, REF ARCH/MEP FOR EXACT SIZE AND LOCATION

DEMOLITION / FLOOR PENETRATION PLAN

REMOVAL FOR PLACEMENT SHALL BE LOCATED PRIOR TO MAKING NEW FLOOR PENETRATION. ENSURE ITEMS BELOW FF EL WILL NOT BE 5. ITEMS BELOW FF EL IN THE VICINITY OF ANY NEW FLOOR PENTRATION OF NEWDRILLING. FLOOR SINK/DRAIN, DAMAGED DURING NEW FLOOR PENETRATION CORE EDGE OF PRECAST

TYP RAISED CONCRETE HOUSEKEEPING PAD

PROVIDE TREATED 1x AT STUD WALLS

EXISTING PRECAST DOUBLE TEE WEB/LEG

EXTENTS OF TOPPING SLAB

10" MAX

STUD OR CMU WALL

ONCRETE NG PAD

F.9 EXIST WALL X-BRACE TO REMAIN, TYP

1

1ST FLOOR FOUNDATION PLAN 3/32" = 1'-0"

CHECKED BY: DRAWN BY:

1'-4 7/8"

26'-0"

LINE OF PRECAST INVERTED TEE BEAM LEDGE BELOW TYP

NOTE(S): 1. EXISTING PRECAST DOUBLE TEE WEBS/LEGS AND PRECAST INVERTED TEE BEAMS SHALL BE L LINE OF PRECAST

3. NEW PENETRATIONS SHALL BE MADE THROUGH EXISTING PRECAST DOUBLE TEE FLANGE AND PRECAST DOUBLETEE TEEBEAM, OR EXISTING CONCRETE COLUMN PEDE WEBS/LEGS, EXISTING PRECAST INVERTED PANELS TYP LIMITED TO GRADE BEAMS, PIER CAPS, AND PIERS SHALL NOT BE CUT. REF 3-S1.0 3- S1.0 FOR DIAGRA

ST

26'-0"

10" DIAMETER MAX PENETRATION FOR FLOOR DRAIN AND FLOOR SINK. REF PLUMBING FOR EXACT LOCATION TYP.

REMOVE EXIST WALL TILE AND SUBSTRATE TO STUDS

EP

26'-0"

LINE OF PRECAST INVERTED TEE BEAM TYP

G

DATE: SHEET NO.

1

1ST FLOOR FOUNDATION PLAN 3/32" = 1'-0"

S1.0

A5

Interior Improvement of Zion Market Building Year : 2019 Area : 1,500 S.F. Site : 2405 S. Stemmons Fwy, Lewisville, TX Client : Woori Bank Responsibilities : Interior Design / Modeling & Rendering / Revit drafting

The project is interior im- wide folding door and door provement for Woori Bank.

parking spaces by coordinat-

The client required luxury ing with folding door manand modern design and a

ufacturers. The linear lights

wide open entrance. To meet

and special down lights are

the cleintâ&#x20AC;&#x2122;s request, we fo- spotted from the linear metcused on glossy materials, colors, and furnitures. Especially, we figured out the

alic ceiling.

C3 5/8x1 5/8x20 GA MTL STUDS AT 24" OC MAX

BASE B1

STAINLESSLETTER STEEL 2- 1/2" METAL STUDS INDICATES PARTITION RUBBER TYPE 5/8" GYPSUM BOARD

4" STINLESS 2 1/2" METAL STUDS STEEL

B2

4" RUBBER BASE

5/8"PAINT GYPSUM BOARD P1

WHITE

P2

BLACK

SHERWIN REFWILLIAMS 12-A6.1 FOR WALL BASE DETAIL SHERWIN WILLIAMS

FORMICA

LA2

PLASTIC LAMINATE

FORMICA

T1

LARGE FORMAT PORCELAIN

TILE

PAINT

SW 7005 - PURE WHITE

SATIN

PAINT

SW 6528 - TRICORN BLACK PARTITION

SATIN

7012 - 58 AMBER MAPLE

PLASTIC

7223C-AN - NEW WHITE

PORCELAIN TILE 11

DALTILE

WALL BASE

XX

WALL

EDGELAND I0517 / 00525 SUBWAY / BRICK PATTERN

-

PORCELAIN TILE

RIVER MARBLE / SILVER SPRINGS RM92

-

12" X 24"

LUXURY VINYL TILE 1

PATCRAFT

VINYL PLANK

HIGHLAND FOREST / WALNUT

-

6"W X 36"L

CLASS III / HEAVY TRAFFIC COMMERCIAL / 20 MIL / GLUE DOWN HERRING BONE BOND PATTERN

PATCRAFT

VINYL PLANK

HIGHLAND FOREST / NUTTY BROWN

-

6"W X 48"L

CLASS III / HEAVY TRAFFIC COMMERCIAL / 20 MIL / GLUE DOWN RUNNING BOND PATTERN

1 1/2" = 1'-0"

EUCLID CHEMICAL

12 26' - 0"

11

XX

FIBER

DALTILE

ADJACENT TENANT NOT IN SCOPE

-

SUPER AQUA-CURE VOX SEALER NATURAL

-

THIN SET INSTALL OVER LATICRETE 9235 WATERPROOFING GROUT CUSTOM #183 CHATEAU

12

ARCHITECT

FLOORING TRANSITION KEY NOTES

12 26' - 0"

ADJACENT TENANT NOT IN SCOPE

1' - 1"

1

SCHLUTER RENO-RAMP

2

SCHLUTER RENO-U ALUMINUM

3

SCHLUTER SCHIENE ALUMINUM

4

1-3/8" REDUCER ALUMINUM

ADJACENT TENANT NOT IN SCOPE

CONSULTANT

C

CONTRACTOR SHALL VE NOTIFY THE OWNER OF SHOWN ON THESE DRA ANY CONSTRUCTION.

-

-

11

1' - 1"

PORTION OF GYP BD, INSTALL 2X12 BETWEEN 26'REMOVE - 0" STUDS FOR TV BRACKET, AND PATCH BACK W/ GYP BD. COORDINATE TV LOCATION W/ OWNER

24" X 24"

FLOOR FINISH PLAN

UNBRACED WALL DETAIL

3

STATUARIO CM03

EXIST DEMISING WALL

PATCRAFT

ARCHITECT POLISHED / SEALED CONCRETE

#10 SCREW EA FLANGE

PLASTIC

CARPET

CONTRACTOR SHALL VERIFY ALL CONDITIONS ON JOB SITE & NOTIFY THE OWNER OF ANY VARIATIONS FROM DIMENSIONS SHOWN ON THESE DRAWINGS BEFORE PROCEEDING WITH LUXURY VINYL TILE 2 ANY CONSTRUCTION.

20 GA CONT TRACK

F

BID PACKAGE URE. WALL FINISH TAG CASE AND KNOLL.

K

A

SIMPSON RCKW5.5 AT EA MTL STUD, ATTACH TO MTL STUD WITH (6) #10 SCREWS AND TO CONC SLAB WITH (2) 3/8" DIA SIMPSON TITEN HD SCREW ANCHORS WITH 2 1/2" EMBED

4"

FLOOR PLAN

LAMINATE E PLASTIC LAMINATE

LA1

12

12 X 24 PORCELAIN TILE

4"

NUMBER INDICATES STUD 16 GA, #4 BRUSHED FINISH HEIGHT NO NUMBER INDICATES 44 DARK BROWN B STUD HEIGHT TO BOTTOM OF ROOF DECK OR UPPER FLOOR DECK UNO

JOHNSONITE

C

CONSULTANT

C

B1 P1 EXIST EXTERIOR WALL

FINISH GENERAL NOTES:

CONFERENCE ROOM 104 104 EXIST WALL 9' - 10 1/2"

CONFERENCE ROOM

105

104

19012 SIM OH

EXIST COLUMN & COLUMN WRAP

B

REV

B

DESCRIPTION

3

9' - 8"

2' - 6"

6"

5' - 8 1/2"

9' - 5 7/8"

SERVICE

2

102

6"

1

B1 LA2, T1 APPLY SELF-LEVELING COMPOUND PRIOR TO LVT INSTALLATION AS REQ'D FOR NO ELEVATION CHANGE BETWEEN LVT AND ADJACENT FLOORING

REF 3-A1.0 FOR WALL BRACING

2

SEAL

1

26' - 0"

26' - 0"

26' - 0"

5' - 6"

SEAL 08/072019

26' - 0"

17' - 9 1/2"

T1 T1

11' - 5 3/4"

R

3 A

DESC

B

6"

3 A3.0

REV

COORDINATE W/ FINAL FURNITURE LOCATION

3' - 5 3/8"

1' - 0"

2

7'-0" HIGH CASED OPENING

3' - 2 1/4" 4' - 9 1/4"

10 A4.0

5' - 9"

2

4"

5 A1.0

OH

B1 P1

2' - 10 1/2"

107A

MATERIAL SCHEDULE

DESCRIPTION

MANUFACTURER

METERIAL

MODEL / COLOR / FINISH / PATTERN

-

STAINLESS STEEL

16 GA, #4 BRUSHED FINISH

JOHNSONITE

RUBBER

44 DARK BROWN B

FINISH

SIZE

REMARKS

BASE

5 A1.0

SHEET TITLE 10 B

SUPPORT 01 SUPPORT 01 107 107

1' - 0"

A

B1

4" STINLESS STEEL

1

B2

FLOOR PLAN & FURNITURE / EQUIPMENT PLAN

ALIGN

A

4' - 5"

3' - 0"

2' - 6 1/2"

ATM ROOM ATM ROOM 108 108

8 A4.0

ITEM

A EXIST STL POST

OWNER

2' - 9"

T1 A T1

EXIST MOVING PARTITIONS EXIST WALL

3' - 0"

B1 P1

OH SIM

6' - 2 1/2"

LA1 LA1

F.V.

5' - 10 3/4"

10 A4.0

EXIST ALCOVE

DATE

MITERED CORNER TYP

102

4

1' - 0"

1' - 0"

102 SERVICE

B

3

9 A4.0

SERVICE

103

1' - 0"

26' - 0"

ALIGN

2' - 0"

12 D

F.V.

11 B1 5/8" LA2 F.V.

LINE OF BULKHEAD ABOVE

SUPPORT 02

101

1' - 0"

5 A1.0

WELCOME / ATTRACT

2' - 0"

5 A1.0

SIM

5' - 2 3/8"

FLOOR PLAN NOTES: F LA1 10 LA1

1' - 0"

1' - 0"

B

1. ALL DIMENSIONS ARE FROM FACE OF STUD OR CENTER OF COLUMN U.N.O. 2. ALL STUDS IN INTERIOR WALLS SHALL BE 16" O.C. U.N.O. 3. REFERENCE SHEET A1.0 FOR PARTITION TYPES.

3

1' - 0"

NO ELEVATION CHANGE BETWEEN TILE FLOORS

TENANT FINISH-OUT FOR:

103

DLA JOB NUMBER:

26' - 0"

26' - 0"

7'-0" HIGH CASED OPENING

02- 11 5/8" 3' - 0"SUPPORT 2'

10

5 A4.0

2405 S. STEMMONS FWY LEWISVILLE, TX 75067

103

1' B1 - 9 3/8" P1

2' - 1 1/4"

1. ALL DRYWALLS TO BE LEVEL 5 FINISH AND TO RECEIVE SMOOTH TEXTURE

SUPPORT 02

OH

5 A4.0

101 WELCOME / ATTRACT 101 DRYWALL NOTES:

A

WOORI AMERICA BANK

B

F

5' - 6"

1' - 5 3/8"

WELCOME / ATTRACT

11'-6 3/4"

26' - 0"

10

B1 P1

3

1' - 0"

3

LINE OF BULKHEAD ABOVE

C

A

A

4"

FINIS

CONTRACTOR SHALL VERIFY ALL CONDITIO NOTIFY THE OWNER OF ANY VARIATIONS FR SHOWN ON THESE DRAWINGS BEFORE PRO ANY CONSTRUCTION.

SUPPORT 01 WHITE

SHERWIN WILLIAMS

PAINT

SW 7005 - PURE WHITE

SATIN 107

P2

BLACK

SHERWIN WILLIAMS

PAINT

SW 6528 - TRICORN BLACK

SATIN

LA2

SHEET TITLE

4"

4

P1

LA1

A

4" RUBBER BASE

PAINT

ARCHITECT

LAMINATE PLASTIC LAMINATE

FORMICA

PLASTIC

7012 - 58 AMBER MAPLE

PLASTIC LAMINATE

FORMICA

PLASTIC

7223C-AN - NEW WHITE

DALTILE

PORCELAIN TILE

STATUARIO CM03

-

STAINLESS STEEL

-

A

TILE

CHECKED BY:

REMOVE EXIST WALL SUBSTRATE & RELACE W/ 5/8" GYP BD. EXTEND GYP BD FULL HEIGHT @ ROOM 108. PROVIDE FRAMING AS REQ'D

EXIST EXTERIOR WALL

DRAWN BY:

Author

DATE:

WALL FINISH PLAN PLAN 2FLOOR

1

Checker T1 08/07/2019

3/8"= =1'-0" 1'-0" 3/8"

REV NO.

CHECKED BY: DRAWN BY:

METAL

DATE:

STAINLESS TRIM

FLOOR FINISH PLAN

1 3/8" = 1'-0" A1.0

SHEET NO.

TR1

LARGE FORMAT PORCELAIN

SHEET NO.

GLAZING

MR

CONSULTANT

MIRROR

-

GLASS

-

A1

INTERIOR ELEVATIONS 3 A4.1

EXIST DEMISING WALL P2

EXIST BULKHEAD

EXIST BUILDING WALL

P2

SUSPENDED BULKHEAD CEILING AS SCHEDULED

CEILING AS SCHDULED

HALLWAY NOT IN SCOPE

EXIST BULKHEAD

ROOM 107

CEILING AS SCHEDULED

P1 5' - 0"

11' - 6 3/4"

7

PAINT LINE

11' - 0"

11' - 6 3/4"

PAINT LINE

EXIST STOREFRONT

A4.0

EXIST WALL

1' - 0"

P1

SUSPENDED BULKHEAD

2' - 6 3/4"

CEILING AS SCHEDULED

ADJACENT TENANT NOT IN SCOPE

TENANT FINISH-OUT FOR:

SIM

P1

OPEN EXIST WALL BEYOND

7' - 0"

7 A4.1

OPEN FURNITURE NOT SHOWN FOR CLARITY

BOTTOM OF 2ND FLOOR. STRUCTURE NOT SHOWN FOR CLARITY

7 A4.1

9"

LA1

TR1

MR

SEAL

4' - 1 3/8"

P1

ROOM 107

3"

LINE OF BULKHEAD

FLUSH PULL. BASIS OF DESIGN: ROCKWOOD 95R POLISHED CHROME. 42" A.F.F. TO CENTER

36" LADDER STYLE PULL

EQ

10" BOTTOM RAIL 4" BOTTOM RAIL

T1 2"

10' - 5"

GROUT JOINT TYP

T1

LA2

BUTT JOINT W/ 1/8" GAP

EQ

11' - 6 3/4"

P1

1/2" TEMPERED GLASS

EQ

P1

1' - 7"

FULL HEIGHT SIDE RAIL @ EACH END

8' - 2 1/4" GLAZING

9' - 0"

3' - 11 3/4"

11' - 6 3/4"

ADJACENT TENANT NOT IN SCOPE

1/2"

MR

1/2"

CEILING AS SCHEDULED

1 3/4" HEADER 4" TOP RAIL

11 1/2"

3' - 6"

4' - 0"

TV BY OWNER

P2 2 A4.0

P1

1/4"

1/2" 2' - 7 1/4"

4' - 0"

3' - 6"

EXIST WALL BEYOND

PAINT LINE

2' - 6 3/4"

CEILING AS SCHEDULED

P2

INSTALL VERTICAL SLIP JOINT REF 9A4.1 TYP

A4.0 1' - 9"

4' - 0"

T1

P2 1

1' - 11"

4' - 5 7/8"

P2

SUSPENDED BULKHEAD

1' - 7"

9"

EXIST DEMISING WALL

EXIST BULKHEAD

4 1/8" 2' - 2 1/2"

2' - 7"

6' - 0"

1' - 0"

7' - 0"

P1

SIM

BOTTOM OF 2ND FLOOR. STRUCTURE NOT SHOWN FOR CLARITY

TR1

EQ 3' - 0"

2"

LA1

5' - 2"

5' - 2"

5' - 2"

PAINT LINE

3

4 1/8"

CEILING AS SCHEDULED

FURNITURE NOT SHOWN FOR CLARITY

LA1

3/8" = 1'-0"

3 A4.1

A4.0 4' - 0 1/4"

SUSPENDED BULKHEAD

OPEN

TR1

P2

3 A4.1

CEILING AS SCHEDULED

LA1

B1

INTERIOR ELEVATION

3

3/8" = 1'-0"

EXIST BUILDING WALL

DESCRIPTION

3' - 0"

B1

B1

EXIST STOREFRONT

EXIST COLUMN WRAP

T1

INTERIOR ELEVATION

3' - 0"

4

REV

FURNITURE NOT SHOWN FOR CLARITY

3' - 0"

TR1

LA1

WOORI AMERICA BANK

BOTTOM OF 2ND FLOOR. STRUCTURE NOT SHOWN FOR CLARITY

BOTTOM OF 2ND FLOOR. STRUCTURE NOT SHOWN FOR CLARITY

2' - 0"

26' - 0"

OFFICE 02

106

WOORI AMERICA

105

OFFICE 01

TENANT FINISH-OUT FOR:

106

COORDINATE W/ FINAL FURNITURE LOCATION

CONFERENCE ROOM

OFFICE 02 105

26' - 0"

OFFICE 02

106 OFFICE 01

9' - 2 1/2"

OFFICE 01

14' - 1 1/4"

1. REFER TO FINISH SCHEDULE FOR FINISHES. 2. MATERIALS LISTED IN FINISH SCHEDULE ARE INDICATED AS BASIS OF DESIGN. CONTRACTOR MAY USE ALTERNATE MANUFACTURER'S AND/OR BASED ON AVAILABILITY. ALTERNATE PRODUCTS SHALL BE OF SAME QUALITY STANDARD AS INDICATED PRODUCTS (OR BETTER), AND LINE OF EXIST SHALL BE AS CLOASE AS POSSIBLE TO ABOVE SPECIFIED TEXTURES BULKHEAD AND COLORS. 3. VERIFY LEAD TIMES OF ALL FINISHES AND ENSURE THAT THEY ARE ORDERED TO MEET THE CONSTRUCTION SCHEDULE. 4. REFER TO REFLECTED CEILING PLAN FOR CEILING FINISHES. EXIST GLASS 5. G.C. TO FILL IN NAIL OR FASTERNER HOLES IN MILLWORK AS STOREFRONT REQUIRED, MATCH STAIN/COLOR. 6. DECOR FURNISHED BY OWNER AND INSTALLED BY G.C. G.C. IS RESPONSIBLE FOR NECESSARY FRAMING, WOOD BLOCKING AND ELECTRICAL. 7. "BY OWNER" SHALL MEAN ITEM FURNISHED BY OWNER, ASSEMBLED AND INSTALLED BY G.C. AS PART OF THE WORK REMOVE PORTION OF THIS CONTRACT. OF GYP BD, INSTALL 2X12 BETWEEN STUDS FLOOR FINISH GENERAL NOTES: FOR TV BRACKET, AND PATCH 1. ALL TILE INSTALLATION SHALL BE DONEBACK IN ACCORDANCE W/ NORTH GYP BD.AMERICA) AND NTCA WITH TCNA (TILE COUNCIL OF COORDINATE TV (NATIONAL TILE CONTRACTORS ASSOCIATION).

LOCATION W/MANUFACTURER'S 2. MINIMUM GROUT JOINT WIDTH PER TILE OWNER RECOMMENDATION. 3. ALL SETTING BED SHALL BE THIN SET IN ACCORDANCE WITH ANSI A118.4 4. ALL TILE SHALL BE SLIP RESISTANT W/ DYNAMIC COEFICIENT OF FRICTION VALUE NOT LESS THAN 0.42.

5. PROVIDE TRANSITION STRIP AS NEEDED TO COMPLY WITH ACCESSIBILITY REQUIREMENTS. LEVEL CHANGE MORE THAN 1/4" OR 1/2" BEVELED EDGE IS NOT ALLOWABLE.

SHEET TITLE

INTERIO ELEVATIO

EQ

FURNITURE NOT SHOWN FOR CLARITY

B1

B1 CHECKED BY: DRAWN BY:

2

INTERIOR ELEVATION 3/8" = 1'-0"

1

INTERIOR ELEVATION 3/8" = 1'-0"

DATE: SHEET NO.

A3.0

OWNER

TILE JOINT TO BE 45 DEGREE MITER JOINT LINE OF BUILDING WALL

5/8" CEMENT BD

3 5/8" MTL STUD

3 5/8" MTL STUD

ADHERED 1/4" THK LARGE FORMAT PORCELAIN SURFACE BASIS OF DESIGN: STATURIO CM03

BY DALTILE, ON 5/8" CEMENT BD. SETTING ADHESIVE: TCNA W244(I).

1/8" GROUT JOINT BY CUSTOM BUILDING PRODUCT, COLOR # 281 BRIGHT WHITE. INSTALL PER ANSI A108.19 2017 EDITION. APPLY SETTING ADHESIVE ON 100% OF TILE AND CEMENT BD. TROWEL ONE DIRECTION ONLY

2 1/2" MTL STUD

5/" GYP BD 20 GA 3 5/8" MTL STUD

5 3/8"

FLOORING AS SCHEDULED

5/8" CEMENT BD

1/4" THK LARGE FORMAT PORCELAIN

PLASTIC LAMINATE

Level 1 100' - 0"

1 1/4" 1 7/8"

3 5/8" MTL STUD

LIGHT FIXTURE AS SCHEDULED

3"

5/8" PLYWOOD

1 1/4"

3"

LED LIGHT

3 5/8"

SUSPENDED GYP BD CEILING SYSTEM

ARCHITECT

PLASTIC LAMINATE

5/8" GYP BD 9'-0" AFF

CAULKING AS REQ'D

CONTRACTOR SHALL VER NOTIFY THE OWNER OF A SHOWN ON THESE DRAW ANY CONSTRUCTION.

20 GA 2 1/2" MTL STUD

5/8" GYP BD

20 GA 2 1/2" MTL STUD

5/8" PLYWOOD 1 1/4" 1 7/8"

5/8" PLYWOOD

3"

3 1/4"

PLASTIC LAMINATE

20 GA 3 5/8" MTL STUD

LED LIGHT

AIL

6

= 1'-0"

DETAIL

5

3" = 1'-0"

CONSULTANT

DETAIL

4

3" = 1'-0"

DETAIL 3" = 1'-0"

12

EXIST CONC PILASTER 5/8" GYP BD PAINTED

12

EXIST GYP BD

3"

EXTEND WALL TO B. O. DECK ABOVE REF 1-A6.1 FOR CAPTURE TRACK

5/8" GYP BD PAINTED

CONTINUE WALL TO DECK ABOVE. REF 1-A6.1 FOR CAPTURE TRACK

6"

5/8" GYP BD

1/2"

CEILING AS SCHEDULED

1 1/4"

1' - 11 1/2"

CEILING AS SCHEDULED

CEILING AS SCHEDULED

OR PLAN DETAIL

20GA 2 1/2" MTL STUD @ 16" O.C. ATTACH TO 3 5/8" STUD W/ 20 GA STUD @ 12" O.C. VERT.

1/2" STAINLESS STEEL TRIM

-0"

12

2' - 9 3/4"

5/8" CEMENT BD

5/8" GYP BD

6 A4.0

5/8" PLYWOOD W/ PLASTIC LAMINATE

AT EXIST EXTERIOR WALL 6"

EXIST GYP BD 5/8" CEMENT BD

As the request of the client, we coordinated

CEILING AS SCHEDULED 3"

3' - 6"

with Herman Miller furniture company for

REV

PLASTIC LAMINATE

(2) 3 5/8" MTL STUD

modular furnitures. They provide functional

spaces and, the client will be able to change OR PLAN DETAIL

LINE OF PLYWOOD BEYOND

LINE OF PLASTIC LAMINATE & PLYWOOD BEYOND

CONTINUE LED LIGHT AS SHOWN

CONTINUE LED LIGHT AS SHOWN

5' - 0"

EXTEND PLASTIC LAMINATE

20 GA 3 5/8" MTL STUD @ 16" O.C.

20 GA 3 5/8" MTL STUD @ 16" O.C.

60" TV BY OWNER WALL MOUNT BY OWNER

ADHERED 1/4" THK LARGE FORMAT PORCELAIN SURFACE BASIS OF DESIGN: STATURIO CM03 BY DALTILE, ON 5/8" CEMENT BD. SETTING ADHESIVE: TCNA W244(I). 1/8" GROUT JOINT BY CUSTOM BUILDINGPRODUCT, COLOR # 281 BRIGHT WHITE. INSTALL PER ANSI A108.19 2017 EDITION. APPLY SETTING ADHESIVE ON 100% OF TILE AND CEMENT BD. TROWEL ONE DIRCTION ONLY

9' - 0"

2' - 7 1/4"

5/8" PLYWOOD

LINE OF BUILDING WALL

EXTEND PLASTIC LAMINATE 5/8" PLYWOOD

3 5/8" MTL STUD 5/8" GYP BD PAINTED

2 1/2" MTL STUD

5 3/8"

DETAIL 3" = 1'-0"

PLASTIC LAMINATE

PLASTIC LAMINATE

1 1/4"

3 1/4"

20 GA 3 5/8" MTL STUD

3 5/8" MTL STUD

1/4" THK LARGE FORMAT PORCELAIN

LINE OF FLOOR

WALL BASE AS SCHEDULED

FLOORING AS SCHEDULED

FLOORING AS SCHEDULED

3

INTERIOR WALL SECTION 1 1/2" = 1'-0"

5/" GYP BD

3 5/8" MTL STUD BRIDGING

5/8" CEMENT BD 5/8" PLYWOOD

3"

20 GA 2 1/2" MTL STUD

20 GA 2 1/2" MTL STUD

LINE OF FLOOR

5/8" PLYWOOD FLOORING & BASE AS SCHEDULED

5/8" PLYWOOD

PLASTIC LAMINATE

20 GA 3 5/8" MTL STUD

2

5

1 1/2" = 1'-0"

3" = 1'-0"

1

CHECKED BY: DATE:

INTERIOR WALL DETAIL SECTION 1 1/2" = 1'-0"

1 1/4" 1 7/8"

DRAWN BY:

LED LIGHT

INTERIOR WALL SECTION DETAIL

DE

LED LIGHT

20 GA 3 5/8" MTL STUD @ 16" O.C.

3"

SHEET TITLE

20 GA 2 1/2" MTL STUD @ 16" O.C. 3' - 0"

3' - 6"

20GA 3 5/8" MTL STUD @ 16" O.C.

PLASTIC LAMINATE

6

5/8" GYP BD5/8" GYP BD 9'-0" AFF

EXIST WALL

5/8" PLYWOOD

CAULKING

5/8" GYP BD 3 5/8" MTL STUD BRIDGING

LIGHT FIXTURE AS SCHEDULED

SEAL

5/8" GYP BD

ALIGN

SUSPENDED GYP BD CEILING SYSTEM

5/8" GYP BD. PAINTED

PLASTIC LAMINATE ON 5/8" PLYWOOD

5/8" PLYWOOD

NEW

DESC

5/8" PLYWOOD

1 1/4" 1 7/8"

L

spaces for their needs.

3 5/8"

-0"

4 A4.0

EXIST BUILDING WALL

3"

3"

5/8" GYP BD

TENANT FINISH-OUT FOR:

HEDULED

MAT

WOORI AMERICA

(2) 3 5/8" MTL STUD

4

3" = 1'-0"

SHEET NO.

A4

C1

Observatory Houses and Pool in the Roccascallegna Castle Year : 2017 YAC ( Young Architects Competition ) Site : Roccascalegna, Italy Team Work Project Responsibilities : Concept & Design / Diagram / Rendering / Drawings

The swimming pool reflecting the sky will uplift feeling of visitors. In this space, the sky and ground, might be divided by the horizon, become the combined space. The unbelievable effects dominate peopleâ&#x20AC;&#x2122;s feeling. If people fall in this galaxy pool, they could feel the infinite sky at

all of the sense instead of just feeling them optically.

Thus, people will be able to feel the desire for the sky sincerely. Finally, they could get out of busy daily life and meet the original themselve, who they have not even know, by taking a spacewalk in the observatory pool.

Falling in the Gallaxy Observatory Houses & Observator Pool in the Roccascalegna Castle

Residence & Re-Construction

New Volume

Loop

As the residences and lodges are designed in the Roccascalegna castle, visitors could feel atmosphere of the castle.

Also, the broken tower are restored and used as the visitor center and Check-in.

The Roccascalegna castle has special meaning and meditaion. The fortress of the Middle ages and new volume will be harmonized.

The pulbic space of the castle is connected by original road. It will bring the connection of stories around the castle.

2 Level Floor Plan 01 02 03 04 05 06 07 08 09 10 11 12 13 14

Information & Check-in Activity Plaza Apartment Cabin Villa House Restaurant Mechanic Room Restroom Hot Pool Observatory Platform Telescope Rental Shop Swimming Pool Locker Room

5

6

11

14

13

11

10

Section Plan

Observatory Platform

Observatory Pool

As the new volume is designed to interact with original context, it is fully public space.

As a result, people can watch the sky flexibly any where.

The observatory pool reflects the sky and stars. If people fall in this galaxy pool, they could feel the infinite sky at all of the sense.

07 Restaurant 09 Restroom 10 Hot Pool 13 Swimming Pool 14 Locker Room

Level +6,600 14

13

Level +3,400 7 10 9

Level + 0 Level - 3,300

C2

Silent Meditation Forest Cabins in a forest with the Bezdibene Lake Year : 2018 Bee Breeders Competition Site : Lake Bezdibene, Latvia Personal Project Responsibilities : Concept & Design / Diagram / Modeling & Rendering Drawings The Site of the project is located in a forest with the Bezdibene lake. It is very important to consider the relationship between human and nature. Also, the relationship effects our relexation and meditation. â&#x20AC;&#x2DC;Frameâ&#x20AC;&#x2122; the main idea of the project is to create a cabin that connect with the nature through various

points of view.

The cabin consists of the ground floor and the loft.

On the ground floor, there is a multi-purpose space for activities such as reading, relaxation, and meditation.

On the loft, there is a small space for sleep and meditation with various vies and atmosphere.

Forest to Frame

CONTACT CHANGSUK HAN unia87@gmail.com +1 979 264 6833 380 Vista Court Dr. #3210, Plano, TX 75074 www.linkedin.com/in/changsuk-han-b8b132106 http://issuu.com/changsuk/docs/portfolio