Sam Antikchi_Portfolio

PORTFOLIO

Sam Antikchi

I am a professional who is eager to learn and grow in the architecture field. Over the course of my career, I have accumulated valuable experience in architectural design while working on diverse projects. These projects have ranged from residential and commercial buildings, to institutional spaces in Orlando, Miami and New York City. My expertise lies in developing creative design concepts, conducting detailed space planning, and producing comprehensive construction documentation.

I am well-versed in utilizing the latest design software and technologies to bring concepts to life and ensure seamless collaboration within many project vocations. I want to collaborate, learn, and grow alongside fellow industry professionals, as I believe that the power of architecture lies in the collective efforts of passionate individuals.

I have relocated from Miami to New York City in order to advance my career in architecture. New York offers a plethora of unique opportunities in the field, with its mix of iconic landmarks and innovative designs. It would be an honor to contribute to your team, and learn from you. I look forward to touching base. Thank you for your time and consideration.

CONTENTS 01

PROFESSIONAL WORK

ATEEQ ARCHITECTURE AND DESIGN

02

STUDENT WORK

FLORIDA ATLANTIC UNIVERSITY

2

01

PROFESSIONAL WORK

ATEEQ ARCHITECTURE AND DESIGN

- Managed multiple projects at all phases of architecture and construction - Expanded technical knowledge in Revit, Photoshop, Lumion, and Twinmotion - Conducted regular job visits for project kickoff, construction quality checks, and meetings with consultants and clients - Mastered methods of construction at numerous job sites in Miami and New York

3

01

PROFESSIONAL WORK

MAGAL RESIDENCE

A historic home in Buena Vista neighborhood in Miami The home’s spanish architecture is being restored to its original design intent in addition to a second story that includes a master suite.

201

MASTER BEDROOM 200

5' - 0"

200

LIVING ROOM 101

100

20' - 0"

2

10' - 0"

PRINCIPAL BUILDING FRONT SETBACK 20 FT

POOL EQUIP

20' - 0"

102

KITCHEN 100

BEDROOM 2 102 102.1

104.1

103.1

104

103

BEDROOM 1 104

PROPOSED POOL UNDER SEPARATE PERMIT

BUILDING SIDE SETBACK 5 FT 12

5' - 0"

101.1

5' - 0"

BUILDING SIDE SETBACK 5 FT

11

105

6

3

10

DINING ROOM 105

PROPERTY LINE

5' - 0"

MILLWORK

BUILDING REAR SETBACK 5 FT

HER CLOSET

BENCH

TV CONSOLE

13

14

15

16

17

18

19

5' - 0"

20' - 0"

MILLWORK

100.1 1

B.B.L.

10' - 0"

BENCH

HIS CLOSET

20' - 0"

PRINCIPAL BUILDING FRONT SETBACK 20 FT

WALK-IN CLOSET 109

COFFEE STATION

5' - 0"

B.B.L.

MONUMENT LINE

CENTER LINE

CU

BUILDING SIDE SETBACK 5 FT

EXISTING STRUCTURE NOT IN SCOPE

PROPERTY LINE

EXISTING STRUCTURE NOT IN SCOPE

MONUMENT LINE

8

200.1

CENTER LINE

8

MASTER BATHROOM 108

BUILDING REAR SETBACK 5 FT

COUNTER

5' - 0"

5' - 0"

PROPERTY LINE BUILDING SIDE SETBACK 5 FT

PROPERTY LINE BATHROOM 103

SECOND FLOOR PLAN 1

ATEEQ ARCHITECTURE AND DESIGN

PROPOSED SECOND LEVEL FLOOR PLAN 1" = 10'-0"

FIRST FLOOR PLAN

Digitally signed

by Gilbert Atick, AR98145 Date: 2024.10.15 12:35:17-04'00'

A-9 MAGAL RESIDENCE

ATEEQ ARCHITECTURE AND DESIGN

PROPOSED GROUND LEVEL FLOOR PLAN 1 1" = 10'-0"

4

Digitally signed

by Gilbert Atick, AR98145 Date: 2024.10.15 12:35:13-04'00'

MAGAL RESIDENCE

A-8

01

PROFESSIONAL WORK

The Greene School

This comprehensive renovation project transformed an existing building into a modern, functional, and inspiring learning environment.

The design concept centers around creating a cohesive, interconnected space that maximizes natural light and promotes collaboration.

FIRST FLOOR PLAN

SECOND FLOOR PLAN

THIRD FLOOR PLAN

5 1

01

PROFESSIONAL WORK

FOOQ’S

An iconic restaurant by David Foulquier relocating and rebuilding to the Little River neighborhood of Miami.

61

01

PROFESSIONAL WORK

FOOQ’S

1

2

3

4

5

6

7

8

9

10

11

12

13

14

1

2

3

4

5

6

7

8

9

10

11

LIFE SAFETY NOTES

2. 3 OR MORE EXITS OR EXIT ACCESS DOORW AYS SHALL BE PROVIDED FROM ANY SPACE W ITH AN OCCUPANT LOAD OF 501-1,000 PEOPLE.

5

6

10.ALL FIRE RATED EGRESS DOORS SHALL BE SELF- CLOSING AND SELF-LATCHING WOMENS RESTROOM LOBBY 105 339 SQ FT

12

11. THERE SHALL BE NO USE OF CONCEALED OR RETRACTABLE EMERGENCY LIGHTS, EXIT SIGNS AND/OR FIRE ALARM. 1

12. W HILE W ORK IS BEING PREFORMED IT SHALL NOT AFFECT THE LIFE SAFETY SYSTEM OF THE ADJACENT SPACES

3

10

11

UP

DINING AREA /CAFE 103 1507 SQ FT

7. ALL INTERIOR FINISHES SHALL COMPLY W ITH FFPC 101 7th EDITION

9. ALL EGRESS DOORS SHALL NOT INCLUDE A LOCK OR REQUIRE SPECIAL KNOW LEDGE TO OPERATE AND EXIT BUILDING

TOTAL INDOOR MEZZ : 51 SEATS

TO EXIT B

200

17

18

19

TRAVEL DISTANCE = 58' - 0"

250' - 0" FBC TABLE 1017.2 (200'-0" - NON -SPRINKLERED)

MAXIMUM DEAD END CORRIDOR :

20' - 0" FFPC 12.2.5.1.3

EGRESS WIDTH PER PERSON SERVED (IN.) LEVEL:

56 57 58

4

32 28

29

30

31 36

39

GROUND LEVEL AREA PLAN 1/16" = 1'-0"

32"

FFPC 7.2.1.2.3.2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

MINIMUM LEAF OF EXISTING EXIT DOORS (IN.):

28"

FFPC 7.2.1.2.3.2. (EXCEPTION 4)

MINIMUM STAIR WIDTH (IN.):

44"

FFPC TABLE 7.2.2.2.1.2 (B) NEW STAIR WIDTH

75' - 0" FFPC 12.2.5.1.2 ( <50 OCC)

LIFT

41

53

43

44

45

ADA 55

54

87

86

83

82

89

88

85

84

40 180

10 PEOPLE

C

46

47

48

49

50

ADA 56

57

58

72

ADA 59

LOUNGE 109

82 OUTDOOR

98

99

102

103

97

100

101

104

105

123

125

126

128

127

ADA 130

1

FBC TABLE 1006.3.3(2)( < 49 OCC. AND < 75 FT MAX COMMON PATH TRAVEL DISTANCE

79 74

78

106

107

121

120

108

109

110

111

3

77 76

OUTDOOR SERVING STATION 111 393 SQ FT

112 ADA 113

106

AREA

D

MEP ENGINEER

OCCUPANCY FACTOR

FUNCTION

ALLOWED OCCUPANCY

GROUND FLOOR KITCHEN GROUND FLOOR SERVING STATION DINING AREA/ CAFE

954 162

KITCHEN SERVING STATION

200 200

5 1

1507

ASSEMBLY W/OUT FIXED SEATS UNCONCENTRATED

15

100

INDOOR BANQUETTE INDOOR GROUND SERVING STATION SEATING OUTDOOR SEATING OUTDOOR SERVING STATION SEATING OUTDOOR SERVING STATION OUTDOOR DJBOOTH

429 58

7

85 10

7

153 12

200 5

2 N/A

ENTRANCE LOBBY

451

5

90

BOH-GROUND TOTAL GROUND FLOOR OCC:

578 8880

300

2 460

4,211 84 393 53

ASSEMBLY WITHOUT FIXED SEATS CONCENTRATED ASSEMBLY WITHOUT FIXED SEATS CONCENTRATED SERVING STATION ASSEMBLY W/OUT FIXED SEATS STANDING SPACE ASSEMBLY W/OUT FIXED SEATS STANDING SPACE STORAGE

119

118

117

116

DELTA G CONSULTING ENGINEERS 1800 ELLER DRIVE, SUITE 570 FT LAUDERDALE, FL 33316 P 954.527.1112

DINNING AREA 112

XX ST-606

MEZZANINE

204

KITCHEN

753 SQ FT

2

0.2

TABLE FFPC 7.3.3.1 OR FBC 1005

EGRESS WIDTH PER PERSON SERVED (IN.) STAIRS:

0.3

TABLE FFPC 7.3.3.1 OR FBC 1005

MINIMUM CORRIDOR / AISLE WIDTH (IN.):

44"

FBC 1020.2

MINIMUM CLEAR OPENING OF EXIT DOORS (IN.):

32"

FFPC 7.2.1.2.3.2

MINIMUM LEAF OF EXISTING EXIT DOORS (IN.):

28"

FFPC 7.2.1.2.3.2. (EXCEPTION 4)

MINIMUM STAIR WIDTH (IN.):

44"

FFPC TABLE 7.2.2.2.1.2 (B) NEW STAIR WIDTH

COMMON PATH OF TRAVEL:

MEZZANINE LEVEL AREA PLAN 1/16" = 1'-0"

FBC TABLE 1006.3.2 ( 501-1,000 OCC)

STORIES WITH ACCES TO ONE EXIT REQUIRED:

1

FBC TABLE 1006.3.3(2)( < 49 OCC. AND < 75 FT MAX COMMON PATH TRAVEL DISTANCE

DELTA G CONSULTING ENGINEERS 1800 ELLER DRIVE, SUITE 570 FT LAUDERDALE, FL 33316 P 954.527.1112

FIRE SUPPRESSION SYSTEM PULL STATION ON MEANS OF EGRESS AND 48" ABOVE FLOOR.

FE-ABC FE-K

E

MP 204

F

TO EXIT B

F

G

150 NW 73rd St. Miami, FL 33150

AREA

DISTANCE = 8'-8" TO EXIT A

DISTANCE = 8'-8"

DN 4'-0"

753 189

KITCHEN SERVING STATION

881

BOH-MEZZ INDOOR MEZZ SERVING STATION SEATING OUTDOOR MEZZ SEATING TOTAL SECOND FLOOR OCC

240 63

ASSEMBLY W/OUT FIXED SEATS UNCONCENTRATED STORAGE ASSEMBLY WITHOUT FIXED SEATS CONCENTRATED

5

OUTDOOR DINNING AREA PLAN 1/16" = 1'-0"

REV NO. 0 1 3 4 5 9

2 HR FIRE RATED WALL

PH

FIRE EXIT DEVICE OR PANIC HARDWARE

20

20 MINUTE 'C' LABEL DOOR IN 1 HR. FIRE RATED WALL

45

45 MINUTE 'C' LABEL DOOR IN 1 1/2HR. FIRE RATED WALL

DESCRIPTION PERMIT SET ISSUE DATE REVISION 1 REVISION 3 REVISION 4 REVISION 5 REVISION 9

PLUMBING FIXTURES REQUIRED PER AREA NAME

I

RESTAURANT

ALLOWED OCCUPANCY (PERSONS)

MIN. NUMBER OF REQUIRED PLUMBING FIXTURES

WATER CLOSET

LAVATORIES

1 PER 200 MALE = 1.33 1 PER 75 MALE = 3.54 MALE 1 PER 75 FEMALE = 3.54 FEMALE 1 PER 200 FEMALE= 1.33

538

TOTAL REQUIRED: TOTAL PROVIDED:

DRINKING FOUNTAIN

1 PER 500

1.33 MALE 1.33 FEMALE

3.54 MALE 3.54 FEMALE 5 PER MALE 5 PER FEMALE

5 PER MALE 7 PER FEMALE

OUTDOOR FURNITURE CHART

EXIT CAPACITY EXIT NUMBER

100

NOTE: PER FBC PLUMBING 410.4 SUBSTITION, WHERE RESTAURANTS PROVIDE DRINKING WATER IN A CONTAINER FREE OF CHARGE, DRINKING FOUNTAINS SHALL NOT BE REQUIRED IN RESTAURANTS IN OTHER OCCUPANCIES WHERE DRINKING FOUNTAINS ARE REQUIRED, WATER DISPENSERS SHALL BE PERMITTED TO BE SUBSTITUTED FOR NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER OF DRINKING FOUNTAINS. IN THIS RESTAURANT, WATER WILL BE PROVIDED AT BAR FREE OF CHARGE.

STAIR CAPACITY

DOOR WIDTH (IN)

LIMITING CAPACITY

ACTUAL USE

X

X

72

360

248

104.3

X

X

36

180

5

EXIT A

X

X

76"

380

207

TOTAL EXIT CAPACITY

SUM

460

1 SEE NOTE BELOW

STAIR WIDTH (IN)

*EGRESS CAPACITY OF DOORS HAS BEEN BASED ON THE CLEAR WIDTH OF THE DOORS AS REQUIRED BY SECTION 7.3.2.1 OF THE FFPC AND SECTION 1005.1 OF THE FBC.

NUMBER OF TABLES:

41

NUMBER OF CAFE SEATS+ SERVING STATION SEATING + BANQUETTE:

165

TOTAL GROUND OUTDOOR SEATS :

165 OCC

TOTAL MEZZ OUTDOOR SEATS :

12 OCC

GROUND OUTDOOR SEATING GROSS AREA:

4,211 SF

MEZZ OUTDOOR SEATING GROSS AREA:

305 SF

INDOOR MEZZ FURNITURE CHART NUMBER OF TABLES:

7

NUMBER OF SEATS:

21

BANQUETTE SEATING:

30

TOTAL INDOOR MEZZ SEATING:

51 OCC

INTERIOR MEZZ SEATING AREA:

1,069 SF

NUMBER OF TABLES:

165 GROUND +12 MEZZ

TOTAL SEATING (INDOOR+OUTDOOR)

363

LIFE SAFETY - SECOND LEVEL 1/8" = 1'-0"

RESTAURANT SEATING

5% ACCESSIBLE SEATING

363

18 ACCESSIBLE SEAT(S)

6

7

8

FE-ABC

FIRE EXTINGUISHER CABINET; PROVIDE ADA-COMPLIANT SURFACE-MOUNT LARSEN'S ARCHITECTURAL SERIES CABINET WITH FULL-METAL PANEL. ALIGN TOP OF FIXTURE AT 50" A.F.F. FIRE ALARM PULL STATION; HONEYWELL PROVIDE FIRE-LITE ALARMS BG-12 SERIES

F

COMBINATION AUDIBLE / VISUAL NOTIFICATION DEVICE FIRE ALARM CONTROL PANEL; PROVIDE SURFACE MOUNT NOTIFIER NBG-12LX OR APPROVE EQUAL

FACP

1,832 SF

9

NAME

I

MANUAL PULL STATION FOR THE HOODS

MP 10

RESTAURANT

####

11

12

13

14

PROJECT STATUS

WATER CLOSET

LAVATORIES

DRINKING FOUNTAIN

1 PER 500

1.33 MALE 1.33 FEMALE

3.54 MALE 3.54 FEMALE 5 PER MALE 5 PER FEMALE

5 PER MALE 7 PER FEMALE

1 SEE NOTE BELOW

EXIT NUMBER

STAIR WIDTH (IN)

STAIR CAPACITY

DOOR WIDTH (IN)

LIMITING CAPACITY

ACTUAL USE

EXIT A

64"

213

76"

380

40

EXIT B

52"

X

X

38

TOTAL EXIT CAPACITY

173

SUM

78

*EGRESS CAPACITY OF DOORS HAS BEEN BASED ON THE CLEAR WIDTH OF THE DOORS AS REQUIRED BY SECTION 7.3.2.1 OF THE FFPC AND SECTION 1005.1 OF THE FBC.

ARROW HEAD INDICATED DIRECTION OF REQUIRED EGRESS

FOOQ'S

MAX EXIT CAPACITY OF THIS MEANS OF EGRESS COMPONENT

150 NW 73rd St. Miami, FL 33150

PH

FIRE EXIT DEVICE OR PANIC HARDWARE

20

20 MINUTE 'C' LABEL DOOR IN 1 HR. FIRE RATED WALL

45

45 MINUTE 'C' LABEL DOOR IN 1 1/2HR. FIRE RATED WALL

60

60 MINUTE 'C' LABEL DOOR IN 1 1/2HR. FIRE RATED WALL

90

90 MINUTE 'B' LABEL DOOR IN 2HR. FIRE RATED WALL

REV NO. 0 1 3 4 5 9

DESCRIPTION PERMIT SET ISSUE DATE REVISION 1 REVISION 3 REVISION 4 REVISION 5 REVISION 9

DATE 09/01/22 12/29/2022 06/14/2023 07/24/2023 09/08/2023 06/07/2024

41

NUMBER OF CAFE SEATS+ SERVICE STATION SEATING + BANQUETTE:

165

TOTAL GROUND OUTDOOR SEATS :

165 OCC

TOTAL MEZZ OUTDOOR SEATS :

12 OCC

GROUND OUTDOOR SEATING GROSS AREA:

4,211 SF

MEZZ OUTDOOR SEATING GROSS AREA:

305 SF

INDOOR MEZZ FURNITURE CHART NUMBER OF TABLES:

7

NUMBER OF SEATS:

21 30

TOTAL INDOOR MEZZ SEATING:

51 OCC

INTERIOR MEZZ SEATING AREA:

1,069 SF

165 GROUND +12 MEZZ

TOTAL SEATING (INDOOR+OUTDOOR)

363

EMERGENCY LIGHT; PROVIDE EATON SURE-LITES SEL PER PLANS LED EXIT SIGN; PROVIDE EATON TPX SERIES PER PLANS

FE-K

ADA SEATING CHART

RESTAURANT SEATING

NUMBER OF SEATING

5% ACCESSIBLE SEATING

363

18 ACCESSIBLE SEAT(S)

LS.100

FACP

6

7

8

MP

FIRE EXTINGUISHER CABINET; PROVIDE ADA-COMPLIANT SURFACE-MOUNT LARSEN'S ARCHITECTURAL SERIES CABINET WITH FULL-METAL PANEL. ALIGN TOP OF FIXTURE AT 50" A.F.F.

PROJECT NO.

FIRE ALARM PULL STATION; HONEYWELL PROVIDE FIRE-LITE ALARMS BG-12 SERIES

PROJECT STATUS

COMBINATION AUDIBLE / VISUAL NOTIFICATION DEVICE

DRAWING TITLE

LIFE SAFETY PLAN- SECOND FLOOR

MANUAL PULL STATION FOR THE HOODS

SCALE: As indicated

DRAWING NO.

LS.101

1,832 SF

9

#### 8/5/2024 1:27:48 PM

FIRE ALARM CONTROL PANEL; PROVIDE SURFACE MOUNT NOTIFIER NBG-12LX OR APPROVE EQUAL

135 OCC

INTERIOR GROUND SEATING AREA:

5

FE-ABC

F

55

TOTAL INDOOR GROUND SEATING:

4

RESTAURANT SEATING (OUTDOOR)

80

BANQUETTE SEATING:

3

186

26

NUMBER OF SEATS:

2

RESTAURANT SEATING (INDOOR)

INDOOR GROUND FURNITURE CHART NUMBER OF TABLES:

J

1

SEATING CHART

NUMBER OF TABLES:

BANQUETTE SEATING:

NOTE: PER FBC PLUMBING 410.4 SUBSTITION, WHERE RESTAURANTS PROVIDE DRINKING WATER IN A CONTAINER FREE OF CHARGE, DRINKING FOUNTAINS SHALL NOT BE REQUIRED IN RESTAURANTS IN OTHER OCCUPANCIES WHERE DRINKING FOUNTAINS ARE REQUIRED, WATER DISPENSERS SHALL BE PERMITTED TO BE SUBSTITUTED FOR NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER OF DRINKING FOUNTAINS. IN THIS RESTAURANT, WATER WILL BE PROVIDED AT BAR FREE OF CHARGE.

LIFE SAFETY PLAN- GROUND FLOOR DRAWING NO.

538

TOTAL PROVIDED:

DRAWING TITLE

MIN. NUMBER OF REQUIRED PLUMBING FIXTURES

1 PER 200 MALE = 1.33 1 PER 75 MALE = 3.54 MALE 1 PER 75 FEMALE = 3.54 FEMALE 1 PER 200 FEMALE= 1.33

TOTAL REQUIRED:

8/5/2024 1:27:42 PM

SCALE: As indicated

ALLOWED OCCUPANCY (PERSONS)

OUTDOOR FURNITURE CHART

EXIT CAPACITY

PLUMBING FIXTURES REQUIRED PER AREA

PROJECT NO.

FE-K

L&ND 7294 NW 1st Court | Miami FL 33150 614.439.4895

12 78

TOTAL RESTAURANT OCCUPANCY : 460+78 OCC. = 538 OCC.

LED EXIT SIGN; PROVIDE EATON TPX SERIES PER PLANS

135 OCC

INTERIOR GROUND SEATING AREA:

5

PLUMBING CALCULATION PER FBC TABLE 2902.1

EMERGENCY LIGHT; PROVIDE EATON SURE-LITES SEL PER PLANS

NUMBER OF SEATING

LANDSCAPE ARCHITECT

1 9

TRAVEL DISTANCE TO EXIT

1

90 MINUTE 'B' LABEL DOOR IN 2HR. FIRE RATED WALL

ADA SEATING CHART

195 2321

SPEATH ENGINEERING 1111 BRICKELL AVENUE , 10TH FLOOR MIAMI, FL 33131 (305) 834-4213 (MAIN OFFICE)

1 HR FIRE RATED WALL

60 MINUTE 'C' LABEL DOOR IN 1 1/2HR. FIRE RATED WALL

90

55

TOTAL INDOOR GROUND SEATING:

4

RESTAURANT SEATING (OUTDOOR)

60

80

BANQUETTE SEATING:

3

186

26

NUMBER OF SEATS:

2

RESTAURANT SEATING (INDOOR)

INDOOR GROUND FURNITURE CHART

J

1

SEATING CHART

51 300 7

CIVIL ENGINEER

ACTUAL NUMBER OF OCCUPANTS ALLOCATED TO THIS EXIT XX

H

TOTAL RESTAURANT OCCUPANCY : 460+78 OCC. = 538 OCC.

ALLOWED OCCUPANCY 4 1

LIFE SAFETY PLAN LEGEND XX

DATE 09/01/22 12/29/2022 06/14/2023 07/24/2023 09/08/2023 06/07/2024

H PLUMBING CALCULATION PER FBC TABLE 2902.1

OCCUPANCY FACTOR 200 200

2 HR FIRE RATED WALL

1 HR FIRE RATED WALL

LIFE SAFETY - GROUND LEVEL 1/8" = 1'-0"

FUNCTION

MEZZANINE KITCHEN MEZZANINE SERVING STATION DD CAFE

2 180

FOOQ'S

RH ENGINEERING GROUP 647 WESTFLAGER STREET, MIAMI, FL 33130 P 786.600.3300

MEP ENGINEER

LIFE SAFETY - OCCUPANT LOAD ANALYSIS

L&ND 7294 NW 1st Court | Miami FL 33150 614.439.4895

ATEEQ ARCHITECTURE AND DESIGN

STRUCTURAL ENGINEER

3

TRAVEL DISTANCE TO EXIT

1

75' - 0" FFPC 12.2.5.1.2 ( <50 OCC)

MIN. NUMBER OF MEANS OF EXITS REQUIRED:

NAME

LANDSCAPE ARCHITECT

MAX EXIT CAPACITY OF THIS MEANS OF EGRESS COMPONENT

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

OPEN TO BELOW

E

ARROW HEAD INDICATED DIRECTION OF REQUIRED EGRESS

XX

20' - 0" FFPC 12.2.5.1.3

OUTDOOR MEZZ TOTAL SEATING: 12 SEATS

D

SPEATH ENGINEERING 1111 BRICKELL AVENUE , 10TH FLOOR MIAMI, FL 33131 (305) 834-4213 (MAIN OFFICE)

ACTUAL NUMBER OF OCCUPANTS ALLOCATED TO THIS EXIT

G

250' - 0" FBC TABLE 1017.2 (200'-0" - NON -SPRINKLERED)

MAXIMUM DEAD END CORRIDOR :

CIVIL ENGINEER

LIFE SAFETY PLAN LEGEND

ST-605

F

MAXIMUM TRAVEL DISTANCE ( SPRINKLERED) :

EGRESS WIDTH PER PERSON SERVED (IN.) LEVEL:

CAFE SEATS = 2 OCC BANQUETTE: STRAIGHT= 10 OCC

115

129

OPEN TO BELOW

12 TOTAL

114

122

ST-606

ST-605

TRAVEL DISTANCE =21' - 6"

ADA 124

STORIES WITH ACCES TO ONE EXIT REQUIRED:

RH ENGINEERING GROUP 647 WESTFLAGER STREET, MIAMI, FL 33130 P 786.600.3300

2 180

94

96

OUTDOOR SERVING STATION SEATING 84 SF 12 OCC

95

DJ

110 53 SQ FT

80

73

ST-604

93

ADA 75

TRAVEL DISTANCE =16' - 10"

FBC TABLE 1006.3.2 ( 501-1,000 OCC)

NAME

51

MIN. EGRESS CODE REQUIREMENTS (GROUP A-2):

DN

ST-606

92

2

3

LIFE SAFETY - OCCUPANT LOAD ANALYSIS 42

13.FIRE EXTINGUISHERS W ILL BE TYPE ABC MIN. 5LBS AND CERTIFIED BY A FIRE EXTINGUISHER COMPANY

GROSS 305 SQFT

DN

208

ATEEQ ARCHITECTURE AND DESIGN

12. W HILE W ORK IS BEING PREFORMED IT SHALL NOT AFFECT THE LIFE SAFETY SYSTEM OF THE ADJACENT SPACES

OUTDOOR MEZZ SEATING 195 SQ FT

STRUCTURAL ENGINEER

MIN. NUMBER OF MEANS OF EXITS REQUIRED:

35

40

81

TRAVEL DISTANCE = 33' - 10"

FE-K FE-ABC

3

TRAVEL DISTANCE = 33' - 2"

90

MIN 44" PATH OF TRAVEL CLEARANCE

5 180

38

52

3

FIRE SUPPRESSION SYSTEM PULL STATION ON MEANS OF EGRESS AND 48" ABOVE FLOOR.

MINIMUM CLEAR OPENING OF EXIT DOORS (IN.):

33

4211 SQ FT

91

104.3

37

4

1

FBC 1020.2

COMMON PATH OF TRAVEL:

59

ST-606

6 PEOPLE

6 PEOPLE 6 PEOPLE

4

12 TOTAL

TABLE FFPC 7.3.3.1 OR FBC 1005

44"

11. THERE SHALL BE NO USE OF CONCEALED OR RETRACTABLE EMERGENCY LIGHTS, EXIT SIGNS AND/OR FIRE ALARM.

67 SQ FT

ARCHITECT

60

4 6 PEOPLE

7 PEOPLE 7 PEOPLE

55

63

3

4

MP

F

4

34

12 TOTAL

FE-ABC

E

27

54

62

3

3 E

26

53

61

4

D

52

0.3

MINIMUM CORRIDOR / AISLE WIDTH (IN.):

10.ALL FIRE RATED EGRESS DOORS SHALL BE SELF- CLOSING AND SELF-LATCHING

980 SQ FT

3' - 7 1/2" 1102 mm

TOTAL INDOOR GROUND= 135 SEATS

4

12 TOTAL

25

EGRESS WIDTH PER PERSON SERVED (IN.) STAIRS:

MIN 44" PATH OF TRAVEL CLEARANCE

DISTANCE = 4'-4"

<250 FT (SPRINKLERED)

24

GROUND FLOOR KITCHEN 104 954 SQ FT

5' - 4" 1628 mm

<200 FT ( NON- SPRINKLERED)

<250 FT (SPRINKLERED)

FE-ABC

23

C

TRAVEL DISTANCE = 120'-11"

TRAVEL DISTANCE = 96'-8"

22

MEZZANINE SERVING STATION 200 189 SQ FT

TRAVEL DISTANCE = 73' - 4"

o p tio n

D

TRAVEL DISTANCE = 100'-0"

20

TABLE FFPC 7.3.3.1 OR FBC 1005

LAN

7 PEOPLE

C

21

TRAVEL DISTANCE = 26' - 0"

ST-604

TRAVEL DISTANCE =133' - 2"

C

0.2

36 180

B

MAXIMUM TRAVEL DISTANCE ( SPRINKLERED) :

TRAVEL DISTANCE = 21' - 8"

ADA 16

LIFT

9 SEATS

12

8. ALL EGRESS DOORS SHALL INCLUDE A SIGN STATING DOORS W ILL BE UNLOCKED W HILE THE BUILDING IS OCCUPIED.

DD'S CAFE 200

L A N o tp io n

13

6. ALL EMERGENCY LIGHTS AND EXIT SIGNS W ILL BE ON BATTERY BACK UP FOR 90 MINS.

TRAVEL DISTANCE = 22' - 3"

TRAVEL DISTANCE = 22' - 0"

MIN. EGRESS CODE REQUIREMENTS (GROUP A-2):

14

5. SPRINKLER SYSTEM REQUIRED AS PER FBC 903.2.7

VESTIBULE

ARCHITECT

B 15

4. 1/2" MAXIMUM DIFFERENCE IN ELEVATION AT ALL TRANSITIONS.

EXIT A

B

MENS RESTROOM LOBBY 106 206 SQ FT

2

10 PEOPLE

3. MEANS OF EGRESS CAPACITY FACTORS BASED ON TABLE 7.3.3.1 OF THE 2012 NFPA CODE; W HERE STAIRS REQUIRE 0.3 INCHES PER OCCUPANT AT STAIRW AYS AND 0.2 INCHES AT LEVEL COMPONENTS AND RAMPS.

BOH 201 196 SQ FT

13.FIRE EXTINGUISHERS W ILL BE TYPE ABC MIN. 5LBS AND CERTIFIED BY A FIRE EXTINGUISHER COMPANY

11 1

5

3' - 7 1/4" 1097 mm

12

A

8. ALL EGRESS DOORS SHALL INCLUDE A SIGN STATING DOORS W ILL BE UNLOCKED W HILE THE BUILDING IS OCCUPIED.

WINE CORRIDOR 101 183 SQ FT

9

4

DISTANCE = 9'-5"

10 SEATS

TRAVEL DISTANCE = 38' - 9"

13

7. ALL INTERIOR FINISHES SHALL COMPLY W ITH FFPC 101 7th EDITION

9. ALL EGRESS DOORS SHALL NOT INCLUDE A LOCK OR REQUIRE SPECIAL KNOW LEDGE TO OPERATE AND EXIT BUILDING BOH 102 537 SQ FT

3

6. ALL EMERGENCY LIGHTS AND EXIT SIGNS W ILL BE ON BATTERY BACK UP FOR 90 MINS. 41 SQ FT

8

7

3

TRAVEL DISTANCE = 18' - 5"

207 380

248 360

4

2

5. SPRINKLER SYSTEM REQUIRED AS PER FBC 903.2.7

ENTRANCE LOBBY 100 451 SQ FT

14

2. 3 OR MORE EXITS OR EXIT ACCESS DOORW AYS SHALL BE PROVIDED FROM ANY SPACE W ITH AN OCCUPANT LOAD OF 501-1,000 PEOPLE.

1

TR D AV = ISTA EL 10 N '- C 4" E

A

EXIT B

A

4. 1/2" MAXIMUM DIFFERENCE IN ELEVATION AT ALL TRANSITIONS.

38 173

100 162 SQ FT

B

4' - 7" 1397 mm

3. MEANS OF EGRESS CAPACITY FACTORS BASED ON TABLE 7.3.3.1 OF THE 2012 NFPA CODE; W HERE STAIRS REQUIRE 0.3 INCHES PER OCCUPANT AT STAIRW AYS AND 0.2 INCHES AT LEVEL COMPONENTS AND RAMPS. GROUND FLOOR SERVING STATION

MEZZANINE SERVING STATION SEATING 63 SF 9 OCC

5

EXIT A

TRAVEL DISTANCE = 29' - 0"

4

5 SEATS

3 MAIN ENTRY/ EXIT

5 SEATS

2

13

1. PER FBC SECTION 1017, EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250' W ITH AN AUTOMATIC SPRINKLER SYSTEM AND 200' W ITHOUT.

9

TRAVEL DISTANCE = 15'-7"

1

A

12 LIFE SAFETY NOTES

1. PER FBC SECTION 1017, EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250' W ITH AN AUTOMATIC SPRINKLER SYSTEM AND 200' W ITHOUT.

GROUND FLOOR SERVING STATION SEATING 58 SF 10 OCC

UP

9

10

11

12

13

14

71

1

2

3

25.4

25.6

4

5

6

7

8

9

10

11

12

13

01

14

WALL LEGENDS

AWNINGS TO BE REPLACED PER SHOP DRAWINGS TYP.

1 A.300

26.7

28.1

29.1 MASONRY WALL; REFER TO WALL TYPE FOR FINISH & ASSEMBLY DETAILS

A

Z

PARTITION WALL; REFER TO WALL TYPE FOR FINISH & ASSEMBLY DETAILS

102

101 S

WOMEN'S RESTROOM 4

100

DINING ROOM 1

EXISTING WALL TYPE; SHOWN FOR REFERENCE ONLY, VERIFY ALL DIMENSIONS ON FIELD

TAKEOUT 6

INDOOR FURNITURE CHART

109

B

NUMBER OF TABLES:

Y

SERVICE COUNTER SEATS:

MEN'S RESTROOM 5

21

TOTAL SEATING:

103

S

SERVICE COUNTER 3 COCKTAIL BAR 2

55 OCC

NUMBER OF TABLES:

16 TABLES

TOTAL SEATING:

56 OCC

SEATING CHART

BOH PREP AREA 7 ADJACENT TENANT NOT IN SCOPE

RESTAURANT SEATING (INDOOR)

55

RESTAURANT SEATING (OUTDOOR)

51

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

WH

ADA SEATING CHART NUMBER OF SEATING

5% ACCESSIBLE SEATING

111

6 ACCESSIBLE SEAT(S)

ARCHITECTURE AND DESIGN ARCHITECTURE

BOH KITCHEN 9

D

ARCHITECT

OUTDOOR FURNITURE CHART

REFRIGERATED PREP AREA 8

C

PROFESSIONAL WORK

2 SERVICE COUNTERS 13 TABLES

108

2 A.300

RESTAURANT SEATING

NOTE: PROVIDE A SMOOTH, HARD, NONABSORBENT MATERIAL AND THE VERTICAL BASE AT TOILET AND BATHROOM FLOORS THAN EXTENDS ONTO THE WALLS NOT LESS THAN 4 INCHES TO COMPLY WITH 2020 FBC B 1210.2.1 AND, WITHIN 2 FEET OF PARTITIONS OF SERVICE SINKS TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FIINISH FLOOR TO COMPLY WITH 2020 FBC B 1210.2.2.

ATEEQ ARCHITECTURE AND DESIGN 2275 NW 84TH AVE DORAL, FL 33122 P 786.546.1251

MEP ENGINEERS DELTA G CONSULTING ENGINEERS, INC. 1800 ELLER DRIVE, SUITE 570 FORT LAUDERDALE, FL 33316 P 954.527.1112

E

BONDI SUSHI MERRICK PARK

1

2

3

4

5

6

7

8

9

GROUND FLOOR PLAN 3/16" = 1'-0"

12

13

14

WALL LEGEND

A

25.4

25.6

1 A.300

26.7

AWNINGS TO BE REPLACED PER SHOP DRAWINGS TYP.

BLADE SIGN J

NEW CEILING TO MATCH EXISTING

28.1

29.1

Z

LT-02

LT-03

LT-02

LT-03 LT-06

LT-02

SIGNAGE

B

J BOX FOR SIGNAGE

LT-11

LT-06

LT-06

LT-06

LT-03

J

LT-06

LT-06

10' - 0" A.F.F.

LT-11

LT-03

LT-11

LT-03 LT-05

LT-03 LT-02

LT-03

LT-02 LT-03

LT-01

LT-03

LT-02

LT-02

LT-03

LT-11

LT-03 LT-03

LT-03 LT-07

LT-03

LT-03

LT-03

LT-03

LT-03 LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-11

LT-11

LT-03

9' - 0" A.F.F.

LT-03

LT-03

B.O. CEILING

LT-03

LT-03 LT-03 LT-03 LT-03

LT-11

LT-03

LT-03

LT-03

LT-07

LT-07

LT-02

LT-02

LT-03

LT-02

LT-02

LT-02

LT-03

LT-03

LT-03

LT-03 LT-03

LT-03 LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03 LT-03

LT-03

LT-03

LT-03

LT-03

9' - 0" A.F.F.

LT-03 LT-03

ADJACENT TENANT NOT IN SCOPE

LT-03

LT-11 LT-03 LT-03

LT-03

LT-03

ARCHITECT

LT-03

LT-03

LT-03

B.O. GYP. CEILING

LT-03

9' - 0" A.F.F.

B.O. WOOD CEILING

LT-03

LT-03

9' - 0" A.F.F.

LT-03 LT-03

LT-03

LT-02

LT-02

LT-03

LT-01

LT-03

LT-03

LT-07

LT-03

LT-03

LT-03 LT-03

LT-03

B.O. CEILING

B.O. GYP. CEILING

LT-11

B.O. GYP. CEILING

9' - 0" A.F.F.

13' - 6" A.F.F.

LT-03

2 A.300

Y

C

EXISTING WALL TYPE; SHOWN FOR REFERENCE ONLY, VERIFY ALL DIMENSIONS ON FIELD

J BOX FOR BLADE SIGN

LT-03

B.O. ACT TILE CEILING

LT-03

LT-03

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

LT-03

LT-03

LT-03

LT-03

LT-03

LT-03

LIGHTING TRACK SUSPENSION TO BE COORDINATED IN FIELD TYP.

ARCHITECTURE AND DESIGN

LT-03

LT-03

ARCHITECTURE ATEEQ ARCHITECTURE AND DESIGN 2275 NW 84TH AVE DORAL, FL 33122 P 786.546.1251

D LT-03 LT-03

MEP ENGINEERS

LT-03 LT-03

DELTA G CONSULTING ENGINEERS, INC. 1800 ELLER DRIVE, SUITE 570 FORT LAUDERDALE, FL 33316 P 954.527.1112

EXISTING HOOD TO REMAIN

LT-03 LT-03 LT-03 LT-03

1

11

PARTITION WALL; REFER TO WALL TYPE FOR FINISH & ASSEMBLY DETAILS

E

F

10

LT-11

1

F

GROUND LEVEL RCP 3/16" = 1'-0"

LIGHTING FIXTURE SCHEDULE MARK

LT-01 LT-02 LT-03 LT-04

358 SAN LORENZO AVE, SPACE #1205 CORAL GABLES, FL 33146

OUTDOOR SEATING 12 THIS AREA IS ALSO TENANT'S SPACE

REV NO. 0

MEZZANINE 10

DESCRIPTION PERMIT SET

QTY

XACT Beam Mid-Stem LED Track Luminaire PENDANT LIGHT SCONCE WITH LED BULB, 3000K TRACK LIGHT, 3000K, 5FT LED TAPE LIGHT, 3000K, 5 FT (UNDER BAR) LT-05 ROUND BUTTON LIGHT, 3000K LT-06 SILK LAMP PENDANT LIGHT LT-07 SCONCE LIGHT, 3000K LT-11 WHITE EXIT / EMERGENCY COMBO GRAND TOTAL

BONDI SUSHI MERRICK PARK G

DESCRIPTION

G

MANUFACTURER

MODEL

222

<varies>

<varies>

2 14 111 1

REJUVENATION HUDSON VALLEY LIGHTING WAC LIGHTING WAC LIGHTING

HOOD CLASSIC 3221-OB SILO-X10-J-2010-930 INVISIBLE - PRO2 - LED-TX24

11 6 4 11

WAC LIGHTING FORTVNY REJUVENATION SURELITES

LEDME - LED87-DB FAVORITA 09 FAVE -1 RIGDON DOUBLE TUBE WALL LPXC25SD

BONDI SUSHI MERRICK PARK 358 SAN LORENZO AVE, SPACE #1205 CORAL GABLES, FL 33146 EXISTING LIGHTING TO REMAIN

DATE 02/07/2025

REV NO. 0

DESCRIPTION PERMIT SET

DATE 02/07/2025

EXISTING LIGHTING TO REMAIN

H

H EXISTING WALK-IN REFRIGERATOR TO REMAIN

EXISTING ELECTRICAL CENTER TO REMAIN

EXISTING WALKIN COOLER LIGHTING TO REMAIN

EXISTING LIGHTING TO REMAIN

3/8

"

9' - 8"

J

GROUND LEVEL-OUTDOOR SEATING 3/16" = 1'-0"

3

1

2

3

4

5

6

7

8

1

2

3

4

5

6

7

8

" 1/2 -8

2447

PROJECT STATUS

EXISTING WALKIN COOLER LIGHTING TO REMAIN

2/10/2025 12:13:55 PM

DRAWING TITLE

REFLECTED CEILING PLAN

LT-11

J

SCALE: As indicated

A.101

MEZZANINE FLOOR PLAN 3/16" = 1'-0"

9'

7' - 2 3/8"

FLOOR PLAN DRAWING NO.

PROJECT NO.

9' - 0" A.F.F.

2/10/2025 12:13:48 PM

SCALE: As indicated

3/4"

6' - 9 3/8"

DRAWING TITLE

2

10

'-

8

8' - 8

/8" 71

PROJECT STATUS

DN

13' - 6" A.F.F.

2447

4' -

PROJECT NO.

EXISTING FREEZER TO REMAIN

/8" 45

I

EXISTING STAIR AND HANDRAILS TO REMAIN

3' -

I

2

SERVICE COUNTER SOFFIT DIMENSIONS 3/16" = 1'-0"

3

9

10

11

12

13

14

1

2

3

4

5

6

7

8

9

10

11

9

10

11

12

13

14

1

2

3

4

5

6

7

8

9

10

11

DRAWING NO.

A.110

MEZZANINE LEVEL RCP 3/16" = 1'-0" 12

13

14

12

13

14

LIFE SAFETY NOTES 1. PER FBC SECTION 1017, EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250' WITH AN AUTOMATIC SPRINKLER SYSTEM.

25.4

25.6

26.7

AWNINGS TO BE REPLACED PER SHOP DRAWINGS TYP.

A

1 A.300

28.1

2. 3 OR MORE EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED FROM ANY SPACE WITH AN OCCUPANT LOAD OF 501-1,000 PEOPLE.

29.1 A

3. MEANS OF EGRESS CAPACITY FACTORS BASED ON TABLE 7.3.3.1 OF THE 2012 NFPA CODE; WHERE STAIRS REQUIRE 0.3 INCHES PER OCCUPANT AT STAIRWAYS AND 0.2 INCHES AT LEVEL COMPONENTS AND RAMPS. 4. 1/2" MAXIMUM DIFFERENCE IN ELEVATION AT ALL TRANSITIONS.

Z

5. SPRINKLER SYSTEM REQUIRED AS PER FBC 903.2.7 S

DINING ROOM 1

6. ALL EMERGENCY LIGHTS AND EXIT SIGNS WILL BE ON BATTERY BACK UP FOR 90 MINS.

E21

E12

E1

ICE BIN

T3

E5

TRAVEL DISTANCE = 53' - 9"

E17 E15

G4

REFRIGERATED PREP AREA 8 E19

P1

P10 P2

ATEEQ ARCHITECTURE AND DESIGN 2275 NW 84TH AVE DORAL, FL 33122 P 786.546.1251

BOH KITCHEN 9

E7

P1

REGENCY

600HS12SP

HAND SINK

P2

REGENCY

3 COMPARTMENT SINK

P3

SCOTSMAN

ICE MACHINE

P4

EVERPURE

WATER FILTER

VOLTAGE / Hz / Ph / QTY. Amps (or Watts)

MODEL NUMBER

DESCRIPTION

QTY.

VOLTAGE / Hz / Ph / Amps (or Watts)

1-1/2” IPS DRAIN CONNECTION

E1

MASTER KITCHEN

N/A

CUSTOM PREP TOP REFRIGERATOR

2

120V / 60 Hz / 1 Ph / 6.3 A

NEMA 5-15P

P6, P7 FAUCETS

(3) 1-1/2” IPS DRAIN CONNECTION

E2

MASTER KITCHEN

N/A

CUSTOM WORK TOP REFRIGERATOR

1

120V / 60 Hz / 1 Ph / 6.3 A

NEMA 5-15P

1/4” OD WATER INLET. CONTRACTOR TO PROVIDE FILTER

3/4” FTP DRAIN CONNECTION

E3

AVANTCO

BB48HC-1-B

BEVERAGE REFRIGERATOR

1

115V / 60 Hz / 1Ph / 2.5 A

NEMA 5-15P

E4

ARTIC AIR

ADD48R-2

4 TAP KEGERATOR

1

115V / 60 Hz / 1 Ph / 6 A

NEMA 5-15P

E5

AVANTCO

CBE-60-HC

CHEFS BASE FRIDGE

1

115V / 60 Hz / 1Ph / 2.1 A

NEMA 5-15P

E6

AVANTCO

APT-60M-HC 60"

5 FT PREP-TOP REFRIGERATOR

3

115V / 60 Hz / 1Ph / 7.8 A

NEMA 5-15P

N/A

P1A - FAUCETS 1/2” NPT CONNECTION

1

N/A

1

120V / 60 Hz / 1 Ph / 15 A

1

N/A

CONTRACTOR TO PROVIDE FILTER

P5

CMA

UC50E

HIGH TEMPERATURE DISHWASHER

1

208V / 60 Hz / 1 Ph / 27 A

3/4” OD WATER INLET.

P6

KROWNE ROYAL SERIES

17-109WL

PRE-RINSE FAUCET

1

N/A

1/2” NPT FEMALE INLETS

P7

REGENCY

16-170L

WATER FAUCET

1

N/A

1/2” NPT FEMALE INLETS

P8

KOHLER

K-30810-7

BLACK TOILET - SANTA ROSA™ COMFORT HEIGHT

2

N/A

3/8" NPT WATER INLET

P9

KOHLER

K-2030-7 OR SIM.

BLACK SINK

2

N/A

1/2” NPT FEMALE INLETS W/ KOHLER K-24857-4 FAUCET

F

G

MANUF.

DRAIN

1” DRAIN CONNECTION

I

E7

SOLWAVE

180MW1000SS

MICROWAVE

1

120V / 60 Hz / 1 Ph / 8.3 A

NEMA 5-15P

E8

AVANTCO

177RC60

RICE COOKER

2

120V / 60 Hz / 1 Ph / 1550 W

NEMA 5-15P

E9

AVANTCO

177RW90

RICE WARMER

3

120V / 60 Hz / 1 Ph / 105 W

NEMA 5-15P

E10

AVANTCO

178SSUC27RA

27" UNDERCOUNTER REFRIGERATOR - ADA

1

115V / 60 Hz / 1Ph / 1.9 A

NEMA 5-15P

E11

BLACK AND DECKER

TO1356SG

TOASTER

3

120V / 60 Hz / 1 Ph / 1550 W

NEMA 5-15P

E12

XLERATOR

XL-SB

HAND DRYER

2

110-120V / 60Hz / 1Ph / 12.2 A

HARD WIRED

E13

AVANTCO

GDN-15-HC

TO GO BEVERAGE REFRIGERATOR

1

110V / 60 Hz / 1Ph / 1.8 A

NEMA 5-15P

600S11717X_ RICE WASH SINK

1

N/A

REGENCY DECK-MOUNTED 600FD48G FAUCET

1-1/2" DRAIN CONNECTION

REGENCY

600SM16206

FLOOR MOP SINK

1

N/A

SERVICE FAUCET 312690 1/2" NPT FEMALE INLETS

2" (51mm) NPS DRAIN CONNECTION

P12

NOBLE

HIGH TEMPERATURE DISHWASHER

1

208V / 60 Hz / 1 Ph / 75.2 A

1/2” NPT WATER INLET.

1-1/2” NPT DRAIN CONNECTION

E15

AUTEC

ASM865A

1

120V / 60 Hz / 1Ph / 1 A / 115W

NEMA 5-15P

REGENCY

2 COMPARTMENT SINK

1

N/A

P6, P7 FAUCETS

(2) 1-1/2” IPS DRAIN CONNECTION

COUNTERTOP MAKI ROBOT

P13

E16

NINJA

DZ550

AIR FRYER

2

120V / 60 Hz / 1Ph / 15 A / 1690W

NEMA 5-15P

E17

TOWN

39318

MISO SOUP WARMER

1

120V / 60 Hz / 1Ph / 1.2 A

NEMA 5-15P

QC081072LLN

WALK IN REFRIGERATOR

2

208/230V

HARD WIRED

KCCF140WH

PLUG

E19 AMERICOOLER E20 KELVINATOR

#

MANUF.

DESCRIPTION

QTY.

VOLTAGE / Hz / Ph / Amps (or Watts)

T1

ELO

TOAST - POS

4

110-240V / 60 Hz / 1 Ph / 18.4W

NEMA 5-15P

T2

EPSON

TOAST - RECEIPT PRINTER

2

120V / 60 Hz / 1 Ph / 6.3 A

NEMA 5-15P

T3

ELO

TOAST KDS

2

110-240V / 60 Hz / 1 Ph / 18.4 W

NEMA 5-15P

T4

INVID TECH

DVR

1

120V / 60 Hz / 1 Ph / 6 A

NEMA 5-15P

T5

SUPERSONIC SC-221

MONITOR

1

120V / 60 Hz / 1 Ph / 3 A

NEMA 5-15P

T6

CISCO

MERAKI MX64

MERAKI

1

120V / 60 Hz / 1 Ph / 1.6 A

NEMA 5-15P

T7

NETGEAR

PROSAFE FS728TLP

SWITCH

1

120V / 60 Hz / 1 Ph / 124 W

NEMA 5-15P

T8

SONOS

AMP

SONOS MUSIC PLAYER

1

120V / 60 Hz / 1 Ph / 2 A

NEMA 5-15P

DS1808474

NOTES

LOW TEM CHEST FREEZER

1

115V / 60 Hz / 1Ph / 200W

NEMA 5-15P

E21 ASCASO

STEEL DUO PID

COFFEE MAKER

1

120V / 60 Hz / 1Ph / 2100W

NEMA 5-20P

E22 UNOX

XAVC-0511-

OVEN

1

240V / 60 Hz / 3Ph / 19.5 A / 7.8kW

E23 CLEANSTAR

GRN 1500

USED COOKING OIL STORAGE TANK

1

110V / 20 A DEDICATED CIRCUIT

G1

FF40 NATURAL

GAS FRYER

1

G2

AVANTCO CPG

S-36-SB-N

SALAMANDER GRILL

DELTA G CONSULTING ENGINEERS, INC. 1800 ELLER DRIVE, SUITE 570 FORT LAUDERDALE, FL 33316 P 954.527.1112

E22

E23

E

CPG

S60-G36-N

RANGE & OVEN

1

G4

CPG

CL-CPG-48-NL

GAS COUNTERTOP GRILL

1

GROUND FURNITURE PLAN 3/16" = 1'-0"

5

6

REV NO. 0

E20

DESCRIPTION PERMIT SET

LIFE SAFETY - GROUND LEVEL 1/8" = 1'-0"

100 100 300

2 2 2

300

1

300

1

300

56 1

100

2

76 SF

STAIR WIDTH (IN)

100 X 101 X 102 X 103 X TOTAL EXIT CAPACITY

25.6

26.7

28.1

29.1

ARCHITECTURE AND DESIGN

34

14 + 7 = 21

ARCHITECTURE ATEEQ ARCHITECTURE AND DESIGN 2275 NW 84TH AVE DORAL, FL 33122 P 786.546.1251

MEP ENGINEERS DELTA G CONSULTING ENGINEERS, INC. 1800 ELLER DRIVE, SUITE 570 FORT LAUDERDALE, FL 33316 P 954.527.1112

21

ASSEMBLY W/OUT FIXED 5 SEATS STANDING SPACE

16

STAIR CAPACITY

DOOR WIDTH (IN)

DOOR CAPACITY

LIMITING CAPACITY

ACTUAL USE

X X X X

72 36 72 36

360 180 360 180

360 180 360 180 1080

36 37 37 37 147

XX Z

G

25' - 2" linear ft x 4 = 101 101 / 7 = 14 occ

BONDI SUSHI MERRICK PARK

ACTUAL NUMBER OF OCCUPANTS ALLOCATED TO THIS EXIT XX

ARROW HEAD INDICATED DIRECTION OF REQUIRED EGRESS MAX EXIT CAPACITY OF THIS MEANS OF EGRESS COMPONENT

358 SAN LORENZO AVE, SPACE #1205 CORAL GABLES, FL 33146

TRAVEL DISTANCE TO EXIT

DATE 02/07/2025

9

10

11

DESCRIPTION PERMIT SET

DATE 02/07/2025

3 HR FIRE RATED WALL

PH

FIRE EXIT DEVICE OR PANIC HARDWARE

20

20 MINUTE 'C' LABEL DOOR IN 1 HR. FIRE RATED WALL

45

45 MINUTE 'C' LABEL DOOR IN 1 1/2HR. FIRE RATED WALL

60

60 MINUTE 'C' LABEL DOOR IN 1 1/2HR. FIRE RATED WALL

90

90 MINUTE 'B' LABEL DOOR IN 2HR. FIRE RATED WALL

H

T4 T5 T6 T7 EXISTING ELECTRICAL CENTER TO REMAIN

REV NO. 0

2 HR FIRE RATED WALL

Y

MEZZANINE 10

12' - 0" linear ft x 4 = 48 48 / 7 = 7 occ

EXISTING COLD STORAGE

ADJACENT TENANT NOT IN SCOPE

E19

PLUMBING CALCULATION PER FBC-P TABLE 403.1

TOTAL A-2 OCCUPANCY BOH PREP AREA: 2 CIRCULATION: 4 COCKTAIL BAR: 2 INDOOR BANQUETTE: 34 KITCHEN: 2 MEZZ. CIRCULATION: 2 MEZZ. STORAGE: 2 MEZZ. WALKIN COOLER 1: 1 MEZZ. WALKIN COOLER 2: 1 OUTDOOR SEATING: 56 REFRIGERATED PREP AREA: 1 SERVICE COUNTER: 2 SERVICE COUNTER SEATING: 21 TAKEOUT: 16 TOTAL: 147

I EXISTING COLD STORAGE

PROJECT NO.

2447

PROJECT STATUS

8

KITCHEN CIRCULATION STORAGE, STOCK, SHIPPING AREAS 101 SF STORAGE, STOCK, SHIPPING AREAS 59 SF STORAGE, STOCK, SHIPPING AREAS Not Placed (none) 145 SF STORAGE, STOCK, SHIPPING AREAS 128 SF SERVICE COUNTER Not Placed NONE

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

2 4 2

1 HR FIRE RATED WALL MEZZANINE 10

EXISTING STAIR AND HANDRAILS TO REMAIN

7

1

25.4

358 SAN LORENZO AVE, SPACE #1205 CORAL GABLES, FL 33146

2/10/2025 12:13:53 PM

DRAWING TITLE

FURNITURE, FIXTURE AND EQUIPMENT FLOOR PLAN

2 4

LIFE SAFETY - MEZZANINE LEVEL 3 1/8" = 1'-0"

F

SCALE: As indicated

3

300 100 100

LIFE SAFETY PLAN LEGEND

DN

2

ALLOWED OCCUPANCY (PERSONS)

OCCUPANCY FACTOR

FUNCTION BOH CIRCULATION SERVICE COUNTER (none)

34 147

BONDI SUSHI MERRICK PARK

1

G3

500 SF 320 SF 163 SF Not Enclosed 195 SF 158 SF 349 SF

EXIT CAPACITY

1

J

1

MEZZ. WALKIN COOLER 1 MEZZ. WALKIN COOLER 2 OUTDOOR SEATING REFRIGERATED PREP AREA SERVICE COUNTER SERVICE COUNTER SEATING TAKEOUT

FE-K FE-ABC

DN

EXIT NUMBER

REGENCY

MODEL NUMBER

KITCHEN MEZZ. CIRCULATION MEZZ. STORAGE

D

MEP ENGINEERS

PLUG

P11

IT EQUIPMENT SCHEDULE

H

NOTES

P10

HT-180EC

G2

E6

#

NOTES

E

TBD

EQUIPMENT SCHEDULE

AREA

BOH PREP AREA CIRCULATION COCKTAIL BAR INDOOR BANQUETTE

ARCHITECTURE

G1 G3

DESCRIPTION

LIFE SAFETY - OCCUPANT LOAD ANALYSIS NAME

ADJACENT TENANT NOT IN SCOPE

G1

MODEL NUMBER

13. FIRE EXTINGUISHERS WILL BE TYPE ABC MIN. 5LBS AND CERTIFIED BY A FIRE EXTINGUISHER COMPANY.

103

ARCHITECTURE AND DESIGN

UP

MANUF.

12. WHILE WORK IS BEING PREFORMED IT SHALL NOT AFFECT THE LIFE SAFETY SYSTEM OF THE ADJACENT SPACES.

TRAVEL DISTANCE = 53' - 0"

WH

D

#

37 180

TRAVEL DISTANCE = 34' - 8"

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

P5

ADJACENT TENANT NOT IN SCOPE

11. THERE SHALL BE NO USE OF CONCEALED OR RETRACTABLE EMERGENCY LIGHTS, EXIT SIGNS AND/OR FIRE ALARM.

FE-K FE-ABC

TRAVEL DISTANCE = 61' - 2" TO GROUND FLOOR

E8

ARCHITECT

10. ALL FIRE RATED EGRESS DOORS SHALL BE SELF- CLOSING AND SELF-LATCHING.

FE-K FE-ABC

FARTHEST POINT TRAVEL DISTANCE = 88' - 11"

Y

C

E8

BOH PREP AREA 7 P11

9. ALL EGRESS DOORS SHALL NOT INCLUDE A LOCK OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE AND EXIT BUILDING.

TRAVEL DISTANCE = 50' - 0"

MEZZANINE 10

P1

E9

PLUMBING EQUIPMENT SCHEDULE

100

E9

P3

P1

T3

E4

ARCHITECT

TRASH

P1

P8

101

S

E3

E2

E10

Z

P13

S

P12 C

E11 E16

S

TRASH P1

COCKTAIL BAR 2

PACKED BAGS

MEN'S RESTROOM P9 5

7. ALL INTERIOR FINISHES SHALL COMPLY WITH FFPC 101 7th EDITION.

29.1

102

36 0 36

T2

B

E6

SERVICE COUNTER 3

28.1

37 360

T1

26.7

37 180

Y

AWNINGS TO BE REPLACED PER SHOP DRAWINGS TYP.

25.6

8. ALL EGRESS DOORS SHALL INCLUDE A SIGN STATING DOORS WILL BE UNLOCKED WHILE THE BUILDING IS OCCUPIED.

E6

T1 T2

T1

E1

25.4

TRASH

TRASH

E9

P1

MERCH

P8 2 A.300

E13

TAKEOUT 6

S

B

P9

WOMEN'S RESTROOM 4 E12

S

T1

12

MEZZANINE FURNITURE PLAN 3/16" = 1'-0" 13

14

DRAWING NO.

J

A.105

4 1

AREA PLAN - MEZZANINE LEVEL 1/8" = 1'-0" 2

3

4

PLUMBING FIXTURES REQUIRED PER AREA NAME

ALLOWED OCCUPANCY (PERSONS)

ASSEMBLY

147

MIN. NUMBER OF REQUIRED PLUMBING FIXTURES DRINKING WATER CLOSET LAVATORIES FOUNTAIN

1 PER 75 MALE 1 PER 100 MALE 1 PER 75 FEMALE 1 PER 100 FEMALE

TOTAL REQUIRED:

0.98 PER MALE 0.735 PER MALE 0.98 PER FEMALE 0.735 PER FEMALE

TOTAL PROVIDED:

1 PER MALE 1 PER FEMALE

1 PER MALE 1 PER FEMALE

EMERGENCY LIGHT; PROVIDE EATON SURE-LITES SEL PER PLANS PROJECT NO.

1

FE-K FE-ABC

FIRE EXTINGUISHER CABINET; PROVIDE ADA-COMPLIANT SURFACE-MOUNT LARSEN'S ARCHITECTURAL SERIES CABINET WITH FULL-METAL PANEL. ALIGN TOP OF FIXTURE AT 50" A.F.F.

SEE NOTE A

F

FIRE ALARM PULL STATION; HONEYWELL PROVIDE FIRE-LITE ALARMS BG-12 SERIES COMBINATION AUDIBLE / VISUAL NOTIFICATION DEVICE

NOTE A: PER FBC PLUMBING 410.4 SUBSTITION, WHERE RESTAURANTS PROVIDE DRINKING WATER IN A CONTAINER FREE OF CHARGE, DRINKING FOUNTAINS SHALL NOT BE REQUIRED IN RESTAURANTS IN OTHER OCCUPANCIES WHERE DRINKING FOUNTAINS ARE REQUIRED, WATER DISPENSERS SHALL BE PERMITTED TO BE SUBSTITUTED FOR NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER OF DRINKING FOUNTAINS. IN THIS RESTAURANT, WATER WILL BE PROVIDED AT SERVICE COUNTER FREE OF CHARGE.

5

6

7

2447

LED EXIT SIGN; PROVIDE EATON TPX SERIES PER PLANS

1 PER 500

2 8

9

AREA PLAN - GROUND LEVEL 1/8" = 1'-0" 10

11

FACP

FIRE ALARM CONTROL PANEL; PROVIDE SURFACE MOUNT NOTIFIER NBG-12LX OR APPROVE EQUAL

SD

SMOKE DETECTOR

12

13

14

PROJECT STATUS

2/10/2025 12:13:46 PM

DRAWING TITLE

LIFE SAFETY PLANS

SCALE: As indicated

LS.100

DRAWING NO.

81

4

5

6

2

A

7

3

8

4

9

10

5

11

12

6

13

7

01

14

8

3 A.300 A

A CLEAR OPENING

A 35

8' - 0"

ADA ELEVATOR SE-07

6 A.301

VORTEX 35

E

B

LT-126

LT-126

DN

OFFICE 9

GRAPHIC PARADOXES ROOM 7

DN

BREAKROOM 10

UPSIDE-DOWN ROOM 8

9.1

ATEEQ Architecture & Design McKENZIE CONSTRUCTION, LLC

10 SE-08

SE-09

GILBERT ATICK FL AR98145

RECEPTION 21

SE-10

5 A.301

B

9.2

7

BA-200a

1 A.302

PARADOXROOM 2 39

A.500

POS STATION

8

C

AMBIGUOUS ROOM 43

PROFESSIONAL WORK

ARCHITECT

LT-112

LT-112

LT-112

B

BD21022976001 01/31/22

POS STATION

1

1

12 A.601

LT-126

2 A.300

2247 NW 17 AVENUE MIAMI,FL 33142 P. 786.412.7341

PARADOX MUSEUM MIAMI

Digitally signed by Gilbert Atick, AR98145 Date: 2021.12.10 14:45:45-05'00'

11 16

1 A.301

PROJECTION ROOM 11

11' - 3 1/8" N.G.V.D.

TILTED ROOM 33

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

WARDROBE 16

4 A.301

CLONE TABLE 28

MEP ENGINEERS

INFINITY ROOM 34

POS STATION

STORAGE 17

CREDO CONSULTING ENGINEERS 800 East Broward Blvd., Suite 601, Fort Lauderdale, FL 33301 P 954.763.2246

BUILDING PARADOX 6

PARADOXROOM 3 40

D

3 A.400

PARADOXROOM 1 12

.500 flat washer (SAE)

.500 flat washer (SAE)

MIRROR MAZE 27

C

17

2 A.301

STRUCTURAL ENGINEERS

C

Difference .500 flat washer (SAE)

15

STORAGE SERVICE SINK 13 14

A

RESTROOM 15

.500 flat washer (SAE)

RH ENGINEERING GROUP, INC. 647 West Flagler Street MAMI, FL 33130 P 786.600.3300

PARADOXROOM 5 41

A

14 5

E

A.500 2

4

3

ID.116

PARADOXROOM 4 37

SHOP 18

COLOR ROOM 23

ID.114

SIGNATURE ROOM 44

LT-128

SYMMETRY ROOM 29

+/- 35' - 0"

A.500 6

VERIFY IN FIELD

IT ROOM 45

45.1

D

D 30.2

F

2 A.400

30.3

+/- 22' - 0"

VERIFY IN FIELD

A

AMES ROOM 22

HOLOGRAMS 26

31.2

HEAD ON THE PLATTER 36

4

31.3

5

3 A.301

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-103

LT-100

VORTEX 35

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

A.F.F. 7' - 7 3/4"

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

LT-100

UPSIDE-DOWN ROOM 8

PARADOXROOM 2 39 A.F.F. 9' - 6 3/8"

2 3/4" / 1'-0"

LT-117 LT-117

LT-103

LT-121

LT-113

D

LT-121

LT-121

LT-121

LT-121

LT-121

LT-121

LT-121

LT-103

CLG C

CLG R C S

.500 flat washer (SAE)

.500 flat washer (SAE)

.500 flat washer (SAE)

.500 bolt hex flat washer nut (SAE)

.500 bolt hex flat washer nut (SAE)

.500 bolt hex flat washer nut (SAE)

CLG

LT-121

LT-121

LT-121

LT-121 LT-121

LT-121

LT-121

LT-121

.500 bolt hex flat washer nut (SAE)

.500 bolt hex flat washer nut (SAE)

.500 flat washer (SAE)

.500 flat washer (SAE)

.500 flat washer (SAE)

PARADOXROOM 4 37

LT-121

LT-102

5

6

7

LT-106c

LT-102

LT-101

2' - 6"

STRUCTURAL ENGINEERS

C

LT-02

A.F.F. 9' - 0"

LT-118

CLG D

LT-106d

A.F.F. 8' - 3 1/2"

S

CLG C S

D

LT-102

SIGNATURE ROOM 44 A.F.F. 10' - 2"

CLG

LT-109

CLG

LT-123

C S

A.F.F. 9' - 0"

D HOLOGRAMS 26 LT-02

LT-02

LT-02

F

AMES ROOM 22 LT-114

HEAD ON THE PLATTER 36 A.F.F. 13' - 0 3/4"

D

R

CLG

LT-02

LT-02

CLG

CLG

D D

LT-114

S

LT-02

LT-02

BEUCHET CHAIR 24 A.F.F. 11' - 5 3/4"

LT-114

LT-104

LT-02

LT-104

LT-118

LT-118

LT-109

LT-106a

LT-109

EVENT SPACE 19

A.F.F. 10' - 8 3/4"

A.F.F. 8' - 4 1/4"

LT-109

LT-109

LT-109

LT-109

PARADOX MUSEUM

LT-104

LT-02

A.F.F. 11' - 5 3/4"

A.F.F. 9' - 0" LT-110

LT-02

LT-106a

HOOPER'S PARADOX 25

LT-120 LT-02

D

A.F.F. 8' - 2 1/2" LT-118

CLG C

LT-124 LT-124

WOMEN'S RESTROOM 31

G LT-120

3" / 1'-0"

LT-104

LT-02

A.F.F. 9' - 0"

LT-122

J

CLG

LT-104

LT-110

C S

2301 N MIAMI AVE

A.F.F. 17' - 5"

LT-122

LT-106a

D

LT-129

CLG

R

D

E

MARK CAST-IN-PLACE CONCRETE WALL; REFER TO WALL TYPE FOR FINISH & ASSEMBLY DETAILS

A

1

2

3

B

MASONRY WALL; REFER TO WALL TYPE FOR FINISH & ASSEMBLY DETAILS

C

D PARTITION WALL; REFER TO WALL TYPE FOR FINISH & ASSEMBLY DETAILS

J

EXISTING WALL TYPE; SHOWN FOR REFERENCE ONLY, VERIFY ALL DIMENSIONS ON FIELD

E

ADD BLOCKING FOR SUPPORT GC TO MAINTAIN 36" CLEAR MIN. (ADA ACCESS) TO WHEELCHAIR LIFT

NEW SLAB PER STRUCTURAL DRAWINGS

4

2

PROJECT NO.

PROJECT STATUS

GC TO PROVIDE SHOP DRAWINGS FOR MIRROR ATTACHMENTS

G

GC TO PROVIDE SHOP DRAWINGS FOR PARADOX WELL

4

12/10/2021 2:35:47 PM

CLG.

DRAWING TITLE

WP

OVERALL FLOORPLAN

5

6

7

J

1 EXISTING WALLS NEW SLAB - REFER TO STRUCTURAL

SCALE: As indicated

NOTE: THE WORKAREA FOR THIS PERMIT IS LIMITED TO REMODELING EXISTING RETAIL SPACE, AND NOT A SUBSTANTIAL IMPROVEMENT. EXISTING F.F.E +11'-3 1/8" NGVD ON SHEET A.100.

DUPLEX RECEPTACLE MOUNTED AT CEILING

DUPLEX RECEPTACLE AS ABOVE WITH SRPIN-HINGED, GASKETED AND WEATHERPROOF COVER

J J

5

6

7

8

9

10

11

12

5

6

7

8

9

10

11

12

13

ISOLATED RECEPTACLE MOUNTED 18" AFF

GFI

M

INTERCOM MASTER STATION 48" AFF

DUPLEX RECEPTACLE FLUSH FLOOR

I

S

INTERCOM STAFF STATION 48" AFF

QUAD RECEPTACLE FLUSH FLOOR

S

CEILING MOUNTED SPEAKER

30A OR 50A,240V SINGLE RECEPTACLE

S

WALL MOUNTED SPEAKER

FL

FLOOR MOUNTED J BOX

J

LV

CEILING MOUNTED JUNCTION BOX FOR LOW VOLTAGE SYSTEMS

TV

ELECTRICAL POOL PANEL ELECTRICAL PANEL PROJECT NO.

2

A

CLG

FLOOR RECESSED DUPLEX RECEPTACLE

C

CAMERA

PANIC BUTTON

S

SPEAKER

R

ROUTER

DRAWING TITLE FUTURE TESLA PWR. WALL BATTERY BY OWNER W/ 8" CLR. AT SIDES

REFLECTED CEILING PLAN

FUTURE SOLAR PNL. INVERTER BY OWNER (35.5"H x 12.5"W x 7.2"D) W/ 8" CLR. AT SIDES ; PROVIDE NECESSARY CONNECTIONS AT ELECTRICAL PANEL

4

SCALE: As indicated

5

6

7

8

9

10

11

12

6

7

8

9

10

11

12

13

14

13

14

SECTION NOTES

GC TO PROVIDE SHOP DRAWINGS FOR VORTEX TUNNEL

F

GC TO PROVIDE SHOP DRAWINGS FOR MIRROR ATTACHMENTS

G

GC TO PROVIDE SHOP DRAWINGS FOR PARADOX WELL

MARK

CL BEAM - REFER TO STRUCTURAL DRAWINGS A

BEAM - REFER TO STRUCTURAL DRAWINGS

THREADED ROD REFER TO STRUCTURAL DRAWINGS

G

DESCRIPTION

E

GC TO PROVIDE SHOP DRAWINGS FOR VORTEX TUNNEL

F

GC TO PROVIDE SHOP DRAWINGS FOR MIRROR ATTACHMENTS

G

GC TO PROVIDE SHOP DRAWINGS FOR PARADOX WELL

METAL ROD - REFER STRUCTURAL DRAWINGS

STRUCTURAL COLUMN AS NEEDED

BD21022976001

BD21022976001

GYP. BRD. FINISH

01/31/22

01/31/22

B

ARCHITECT

ARCHITECT

ATEEQ Architecture & Design McKENZIE CONSTRUCTION, LLC

ATEEQ Architecture & Design McKENZIE CONSTRUCTION, LLC

G

GILBERT ATICK FL AR98145

GILBERT ATICK

TOP ATTACHMENT - FOR REFERENCE ONLY

5

6

4

3

2

1 T.O. PARAPET 23' - 0"

BASE ATTACHEMENT - FOR REFERENCE ONLY

G

Digitally signed by Gilbert Atick, AR98145 Date: 2021.09.21 16:09:35-04'00'

C

Digitally signed by Gilbert Atick, AR98145 Date: 2021.09.21 16:09:44-04'00'

C

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3' - 1"

MEP ENGINEERS

CREDO CONSULTING ENGINEERS 800 East Broward Blvd., Suite 601, Fort Lauderdale, FL 33301 P 954.763.2246

DIAGONAL BRACING AS NEEDED - REFER TO STRUCTURAL

D G

STRUCTURAL ENGINEERS RECEPTION 21

PROJECTION ROOM 11

GRAPHIC PARADOXES ROOM 7

PARADOX ROOM 1 12

RH ENGINEERING GROUP, INC. 647 West Flagler Street MAMI, FL 33130 P 786.600.3300

STRUCTURAL CONDITION TO BE DESIGNED BY STRUCTURAL ENGINEER

BEAM - REFER TO STRUCTURAL DRAWINGS

FFE 0' - 0"

STRUCTURAL ENGINEERS

NEW C-CHANNEL BY STRUCTURAL ENGINEER

ELECTRICAL WIRING AT BASE - FOR REFERENCE ONLY

RH ENGINEERING GROUP, INC. 647 West Flagler Street MAMI, FL 33130 P 786.600.3300

PARADOX ROOM 2 39

MEP ENGINEERS

EXISTING STRUCTURE TO REMAIN

CREDO CONSULTING ENGINEERS 800 East Broward Blvd., Suite 601, Fort Lauderdale, FL 33301 P 954.763.2246

AMBIGUOUS ROOM 43

TILTED ROOM 33

D

EXISTING BEAM VERTICAL SUPPORTS IN WALL - REFER TO STRUCTURAL DRAWINGS

E

E

EXISTING STRUCTURE TO REMAIN

27' - 0 1/8" N.G.V.D.

B.O. EXISTING BEAM

2

8

7

6

5

4

3

2

Section 2 1/8" = 1'-0" EXHIBIT DETAIL - PARADOX WELL TOP 1/2" = 1'-0"

6

1

T.O. PARAPET 23' - 0"

F

7

EXHIBIT DETAIL - PARADOX WELL BOTTOM 1/2" = 1'-0"

4

PARADOX MUSEUM EVENT SPACE 19

PARADOX CAROUSEL 20

BEUCHET CHAIR 24

AMES ROOM 22

HEAD ON THE PLATTER 36

HOLOGRAMS 26

A

B

PARADOX MUSEUM

F

G

2301 N MIAMI AVE

PARADOX PIANO 32

B.O. EXIST. BEAM

DESIGNER NOTE BELOW:

REV NO. 0

DESCRIPTION PERMIT SET ISSUE DATE

2301 N MIAMI AVE

27' - 4 1/8" N.G.V.D.

FFE 0' - 0"

1

DETAIL - EXISTING BEAM 1" = 1'-0"

F

CHAIR BASE RECESS INTO SLAB

G

FL AR98145

2247 NW 17 AVENUE MIAMI,FL 33142 P. 786.412.7341

2247 NW 17 AVENUE MIAMI,FL 33142 P. 786.412.7341

7

DRAWING NO.

A.110

5

DESCRIPTION

E

B

8

####

9/21/2021 3:52:26 PM

PROJECT STATUS

CEILING OUTLET CEILING DATA

3

TRANSFORMER WALL OR FLOOR MOUNTED

SAFETY DISCONNECT SWITCH

COMBINATION TELEPHONE/DATA BOX 'X' DENOTES NO. OF DATA PROTS, 'Y' DENOTES NUMBER OF TELEPHONE PORTS MOUNTED 18"AFF

X,Y

FLOOR RECESSED QUAD RECEPTACLE

PB

TV QUAD OUTLET

D

IN COUNTER OUTLET TOWER

GROUND FAULT INTERRUPTER TYPE. DUPLEX RECEPTACLE 18"AFF

1

14

PROPOSED RCP 3/16" = 1'-0"

PANEL BOARD/ MDP

SECTION NOTES MARK

DATE 09/16/21

DISTRIBUTION LEGEND

M

CEILING OR WALL MOUNTED JUNCTION BOX

S START/ STOP SENSOR Miami Dade County Department of Regulatory and Economic Resources - Job Copy 1 2 3 4 0122001182 - 1/12/2022 9:09:59 AM A110 REFLECTED CEILING PLAN.pdf

14

13

I

J

QUAD RECEPTACLE MOUNTED 18" AFF

DRAWING NO.

A.100

DESCRIPTION PERMIT SET ISSUE DATE

8

FPL METER

DUPLEX RECEPTACLE W/ USB

DUPLEX RECEPTACLE MOUNTED 42" AFF

EXISTING WALLS TO BE DEMOLISHED

GROUND FAULT INTERRUPTER TYPE. DUPLEX RECEPTACLE 42"AFF

DUPLEX RECEPTACLE

#### USB

DEMOLITION LEGEND

F

3

COMMUNICATION LEGEND GFI

I

NOTE: GC IS REQUIRED TO X-RAY THE SLAB. EXISTING STEEL REINFORCEMENT SHALL NOT BE DAMAGED. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINKGROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, NOTIFY THE OWNER'S REPRESENTATIVE FOR FURTHER DIRECTION.

GC TO PROVIDE SHOP DRAWINGS FOR VORTEX TUNNEL

Miami Dade County Department of Regulatory and Economic Resources - Job Copy 1 2 3 4 0122001182 - 1/12/2022 9:09:59 AM A100 OVERALL FLOORPLAN_V2.pdf

1

POWER LEGEND

PROPOSED FLOORPLAN 3/16" = 1'-0"

HALF SWITCHES

DESCRIPTION GC TO CLOSE AND LOCKDOOR FOR FUTURE INTENT OF SPACE

REV NO. 0

NOT IN SCOPE

PLAN NOTES

WALL / FLOOR LEGEND

FOR FUTURE SIGNAGE

S R C

E

1

I

FOR FUTURE SIGNAGE

LT-118

LT-02

CLG C S D

PARADOXCAROUSEL 20

LT-104

S MEN'S RESTROOM 30 LT-02

LT-120

A.F.F. 8' - 2 1/2"

A.F.F. 11' - 5 3/4" LT-02

J

LT-129

CLG C S D

D

LT-104

CLG

LT-02

CLG C S

LT-109

SHOP 18 IT ROOM 45

D

LT-109

A.F.F. 11' - 5 3/4"

SYMMETRY ROOM 29 A.F.F. 11' - 5 3/4"

LT-102

R

COLOR ROOM 23

D

LT-106d

LT-118

8

1

RH ENGINEERING GROUP, INC. 647 West Flagler Street MAMI, FL 33130 P 786.600.3300

CLG C

STORAGE SERVICE SINK 13 14

LT-121

A.F.F. 17' - 9"

CLG

DATE 09/16/21 10/31/21 12/10/21

CREDO CONSULTING ENGINEERS 800 East Broward Blvd., Suite 601, Fort Lauderdale, FL 33301 P 954.763.2246

RESTROOM 15

LT-101

LT-106a

LT-102

PARADOXROOM 5 41

D

C S

LT-118

LT-101

LT-102

CLG

MEP ENGINEERS

LT-118

A.F.F. 9' - 2 1/4"

A.F.F. 12' - 5 1/2"

E

C S

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

LT-101

LT-106e

LT-118

LT-118

A.F.F. 8' - 3 1/2" STORAGE 17

LT-106b LT-121 LT-121

A.F.F. 9' - 2 1/4"

CLG C S D

CLG C

PARADOXROOM 1 LT-116d 12

A.F.F. 11' - 5 3/4" .500 bolt hex flat washer nut (SAE)

J D

2247 NW 17 AVENUE MIAMI,FL 33142 P. 786.412.7341

Digitally signed by Gilbert Atick, AR98145 Date: 2021.09.21 16:09:30-04'00'

A.F.F. 8' - 3 1/2"

LT-116e

MIRROR MAZE 27LT-121 LT-121

B

CLG

PROJECTION ROOM 11 A.F.F. 11' - 5 3/4"

B.O.A.F.F. CEILING 16' - 0 3/4"

BUILDING PARADOX 6

LT-121

LT-121 LT-113

C

LT-121

CLG A.F.F. 11' - 5 3/4"

LT-116b

LT-103

LT-116c

LT-104 LT-127

R

LT-125

LT-125

S R

LT-104 CLG C S D CLONE TABLE 28

A.F.F. 10' - 5 3/4" LT-113

D

LT-103

GILBERT ATICK FL AR98145

D

CLG C S D

WARDROBE 16

LT-113

ATEEQ Architecture & Design McKENZIE CONSTRUCTION, LLC

CLG

LT-116a

CLG C S D

INFINITY ROOM 34 A.F.F. 9' - 2 1/4"

PARADOXROOM 3 40 A.F.F. 11' - 5 3/4"

H

4

LT-103

ARCHITECT

LT-02

BREAKROOM 10

C

FOR FUTURE SIGNAGE

LT-129

RECEPTION 21

SE-01

2 A.302

3

LT-103

LT-117

TILTED ROOM 33

LT-103

01/31/22

A.F.F. 9' - 10"

LT-105

CLG C

LT-111

LT-111

CLG C S D

BD21022976001

LT-125

CLG C S D LT-103

C

OFFICE 9

LT-103

GRAPHIC PARADOXES ROOM 7

AMBIGUOUS ROOM 43 A.F.F. 9' - 10"

C

LT-103

S

R

D LT-103

D

A.F.F. 9' - 10"

LT-100

LT-104

2

14

8

LT-105

LT-126

LT-100

LT-119LT-119 LT-119LT-119LT-119 LT-119 LT-119

1

LT-105 LT-126

LT-100

CLG C S D

B

B

H

13

A

LT-103

LT-100

LT-02

E

LT-103

LT-100

LT-103

D

NOT IN SCOPE

LT-103

LT-100

B

EVENT SPACE 19

E

12

7

CLG A.F.F. 17' - 9" B.O. DECK

LT-126

PARADOX

REV NO. DESCRIPTION 0 PERMIT SET ISSUE DATE 1 RESPONSE TO COMMENTS 2 RESPONSE TO COMMENTS

11

CLG C S D

CLG C

LT-100

D

2301 N MIAMI AVE

10

6

2 A.F.F. +-0'-0" A.F.F. +-9'-0" LT-129

PARADOXPIANO 32 A.F.F. 11' - 3 1/2"

HOOPER'S PARADOX 25

9

5

A

1 A.300

PARADOXCAROUSEL 20

31.4

8

4

A

LT-02

1 A.400

7

3

20

BEUCHET CHAIR 24

6

2

LT-120

WOMEN'S RESTROOM 31

1

A

3

1

30.1

31.1

A.500

G

2

LT-02

MEN'S RESTROOM 30

D

PARADOXPIANO 32

1

J

3

1

4 3/4" / 1'-0"

2

Difference

1

DEMOLISH 2 CENTIMETERS OF FLOOR WHERE THE BASE SHOULD BE INSTALLED (HOLE NEEDS TO BE 1CM BIGGER THAN MARKING)

DATE 09/16/21

REV NO. 0

MAKE A CEMENT BASE AND WHILE IT IS STILL WET PUT THE CHAIR BASE ON IT CAREFULLY POSITIONING IT IN THE RIGHT PLACE (BASE SHOULD STAY IN THE LEVEL WITH THE REST OF THE FLOOR AS SHOWN IN THE DRAWING)

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

DESCRIPTION PERMIT SET ISSUE DATE

DATE 09/16/21

PUT ON THE FINISHING FLOORING (VINYL)

H

H

E

D

C

B

A

E

D

C

B

CONNECT LEGS WITH THE BASE

A

POSITION CHAIR AS SHOWN ON THE LAYOUT DRAWING

STRUCTURAL SUPPORT AS NEEDED

4 A.302

2

T.O. PARAPET 23' - 0"

ENLARGED PLAN - BEUCHET CHAIR 3/8" = 1'-0"

18' - 10 7/8" N.G.V.D.

B.O. CEILING

T.O. PARAPET 23' - 0"

PUNCHING BAG - TYP.

AEROBIC BENCH TYP.

I

I

CHAIR BASE

DRAWING TITLE

BUILDING SECTIONS FFE 0' - 0"

4 6

7

FFE 0' - 0"

Section 4 1/8" = 1'-0"

3 8

9

10

11

12

13

Section 3 1/8" = 1'-0" 14

####

9/21/2021 3:38:16 PM

PROJECT STATUS

VERTICAL SUPPORT AS NEEDED

DRAWING TITLE

PARADOX ROOM 2 39

5

PROJECT NO.

UPSIDE-DOWN ROOM 8

RECESS SLAB EXISTING FLOOR

9/21/2021 3:38:11 PM

PROJECT STATUS

J

Miami Dade County Department of Regulatory and Economic Resources - Job Copy 1 2 3 4 0122001182 - 1/12/2022 9:09:59 AM A300 BUILDING SECTIONS.pdf

####

INFINITY ROOM 34

E HOLOGRAMS 26

DUMBELL RACK -TYP.

STRUCTURAL SUPPORT AS NEEDED

ALIGN

PROJECT NO. PARADOX ROOM 5 41

VORTEX 35

KETTLE BELL TYP.

SCALE: As indicated

DRAWING NO.

DESIGN DETAILS

STRUCTURAL SUPPORT AS NEEDED

FOR REFERENCE ONLY SEE STRUCTURAL DRAWINGS

J

A.300

SCALE: As indicated

8 Miami Dade County Department of Regulatory and Economic Resources - Job Copy 1 2 3 4 0122001182 - 1/12/2022 9:09:59 AM A302 DESIGN DETAILS.pdf

EXHIBIT DETAIL - PARADOX ROOM MIRROR 1/4" = 1'-0" 5

6

3 7

8

EXHIBIT DETAIL - BEUCHET CHAIR 1 1/2" = 1'-0" 9

1 10

11

12

13

SECTION THROUGH GYM 3/8" = 1'-0" 14

A.302

DRAWING NO.

91

4

5

13.10 NGVD

12.77 NGVD

SETBACK A

N88°53'24"E 185.00'

EXISTING LANDSCAPE AREA

12.60 NGVD

12.72 NGVD

PROPERTY LINE N88°53'24"E 185.00'

FIRE EXIT ONLY

EXIT B

5

ADJACENT PROPERTY N.I.C.

100 SEATS 10 PERSON SECTIONALS IN 10 CABANA

MALE RR

" 11 3/8 72' -

154 SEATS (7) 4 TOPS (21) 6 TOPS

E NG

PROPERTY LINE

EXISTING BUILDING 03 ADJACENT TENANT N.I.C.

LE TOTAL

NGTH:

115' - 9

EXIT C

9'

N E)

EXIS TI PARK NG ING

5' -

0 " 15

XX

' - 0"

45

16 28

TOTAL OUTDOOR SEATING:

332 SEATS

NUMBER OF SEATING

5% ACCESSIBLE SEATING

332

17 ACCESSIBLE SEAT(S)

RESTAURANT SEATING

'E 19 EXIS TI PARK NG ING

NAME

I

AREA

ASSEMBLY

17462

BAR BAR SEATING TOTAL

248 210

OCCUPANCY FACTOR

FUNCTION ASSEMBLY W/OUT FIXED SEATS CONCENTRATED KITCHEN (none) (none)

ALLOWABLE OCCUPANTS

15

1164

100 7

3 30 1197

STAIR WIDTH (IN)

STAIR CAPACITY

DOOR WIDTH (IN)

LIMITING CAPACITY

ACTUAL USE

A

X

X

+/- 452"

2260

399

B

X

X

+/- 106"

530

399

C

X

X

+/- 86"

430

399

3220

1197

2

3

MIN. NUMBER OF REQUIRED PLUMBING FIXTURES WATER CLOSET

1 PER 75 MALE = 8 MALE 1 PER 75 FEMALE = 8 FEMALE 6 WC 2 URINAL MALE 8 WC PER FEMALE

LAVATORIES

DRINKING FOUNTAIN

1 PER 200 3 PER MALE 3 PER FEMALE 6 MALE 4 FEMALE

FIRE EXIT DEVICE OR PANIC HARDWARE

20

20 MINUTE 'C' LABEL DOOR IN 1 HR. FIRE RATED WALL

45

45 MINUTE 'C' LABEL DOOR IN 1 1/2HR. FIRE RATED WALL

60

60 MINUTE 'C' LABEL DOOR IN 1 1/2HR. FIRE RATED WALL

90

90 MINUTE 'B' LABEL DOOR IN 2HR. FIRE RATED WALL EMERGENCY LIGHT; PROVIDE PLANS

SITE PLAN LIFE SAFETY 3/64" = 1'-0"

1 PER 500

1. PER FBC SECTION 1017, EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED 250' WITH AN AUTOMATIC SPRINKLER SYSTEM. 2. 3 OR MORE EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED FROM ANY SPACE WITH AN OCCUPANT LOAD OF 501-1,000 PEOPLE. 3. MEANS OF EGRESS CAPACITY FACTORS BASED ON TABLE 7.3.3.1 OF THE 2012 NFPA CODE; WHERE STAIRS REQUIRE 0.3 INCHES PER OCCUPANT AT STAIRWAYS AND 0.2 INCHES AT LEVEL COMPONENTS AND RAMPS. 4. 1/2" MAXIMUM DIFFERENCE IN ELEVATION AT ALL TRANSITIONS.

REQUIRED 3 SEE NOTE A

SPRINKLERED/ NON SPRINKLERED

TYPE IV

REQUIRED

NON SPRINKLERED

3 STORIES

NON SPRINKLERED

5. (E) SPRINKLER SYSTEM TO REMAIN

8. ALL EGRESS DOORS SHALL INCLUDE A SIGN STATING DOORS WILL BE UNLOCKED WHILE THE BUILDING IS OCCUPIED. 9. ALL EGRESS DOORS SHALL NOT INCLUDE A LOCK OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE AND EXIT BUILDING 10.ALL FIRE RATED EGRESS DOORS SHALL BE SELF- CLOSING AND SELF-LATCHING 11. THERE SHALL BE NO USE OF CONCEALED OR RETRACTABLE EMERGENCY LIGHTS, EXIT SIGNS AND/OR FIRE ALARM.

13FT MAX TRELLIS

12. WHILE WORK IS BEING PREFORMED IT SHALL NOT AFFECT THE LIFE SAFETY SYSTEM OF THE ADJACENT SPACES 13. NO EVENTS EXCEEDING THE MAXIMUM OCCUPANCY WILL BE HELD UNLESS APPROVED BY SPECIAL PERMIT OR CODE REGULATIONS

NOTE A: PER FBC PLUMBING 410.4 SUBSTITION, WATER DISPENSERS SHALL BE PERMITTED TO BE SUBSTITUTED FOR NOT MORE THAN 50 PERCENT OF THE REQUIRED NUMBER OF DRINKING FOUNTAINS. IN THE BAR AREA, WATER WILL BE PROVIDED AT THE BAR IN A TAP FREE OF CHARGE , WATER WILL BE PROVIDED IN A WATER DISPENSER THAT IS REFRIGERATED

4

5

6

7

CITY OF MIAMI

BUILDING CODE :

FLORIDA BUILDING CODE

ACCESSIBILITY CODE :

FLORIDA ACCESSIBILITY CODE

2020

ENERGY CODE :

FLORIDA BUILDING CODE ENERGY CONSERVATION

2020

MECHANICAL CODE :

FLORIDA BUILDING CODE, MECHANICAL

2020

PLUMBING CODE :

FLORIDA BUILDING CODE, PLUMBING

2020

ELECTRICAL CODE :

NATIONAL ELECTRICAL HANDBOOK

2020

FIRE CODE :

FLORIDA FIRE PREVENTION CODE

7TH EDITION

2020

9

10

11

THROW SOCIAL MIAMI 2335 N Miami Ave Miami, FL 33127

GENERAL PROJECT INFORMATION: ADDRESS:

2335 N MIAMI AVE, MIAMI, FL 33127

FOLIO NUMBER:

01-3125-012-0010

LOTS FIVE (5), SIX (6), SEVEN (7) AND EIGHT (8), LESS THE SOUTHEASTERLY FIFTEEN FEET (SE'LY 15') OF LOT EIGHT (8), IN BLOCK THREE (3), OF "ROSEWIN PARK", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 52, OF THE PUBLIC RECORDS OF MIAMI/DADE COUNTY, FLORIDA.

REV NO. 0 1 2 3 4 5

DESCRIPTION PERMIT SET ISSUE DATE REVISION 1 REVISION 2 REVISION 3 REVISION 4 REVISION 5

DATE 04/17/23 01/30/24 03/11/24 06/06/24 08/07/24 08/15/24

TOGETHER WITH: LOTS ONE (1), TWO (2), THREE (3) AND FOUR (4), LESS THE SOUTHEASTERLY FIFTEEN FEET (SE'LY 15') THEREOF, OF "SHAW'S RE-SUBDIVISION". ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, PAGE 120 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA TOGETHER WITH: LOT1, OF "DICKSON'S RESUBDIVISION" ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 45, PAGE 74 OF THE PUBLIC RECORDS OF MIAMI/DADE COUNTY, FLORIDA. TOGETHER WITH LOT 2 LOT 3 AND LOT 4 IN BLOCK 3 OF "ROSEWIN PARK", ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 52, OF THE PUBLIC RECORDS OF MIAMI/DADE COUNTY FLORIDA. ZONING CLASSIFICATION/CODE:

COMMERCIAL/ T6-8-O

PRIMARY ZONE:

6100 COMMERCIAL

EXISTING PRIMARY USE:

INDUSTRIAL AND WAREHOUSING-STORAGE

PROPOSED USE:

OUTDOOR SEATING

OCCUPANCY GROUP:

A-2

LOT SIZE:

72,185 SQFT

AREA OF WORK:

29,495 SQFT

PROJECT NO.

12

13

2249

PROJECT STATUS

8/15/2024 5:14:32 PM

DRAWING TITLE

LIFE SAFETY PLAN

SCALE: As indicated

SCOPE OF WORK: OCCUPANCY LOAD CALCULATION FOR ACTIVATING COURTYARD AREA

PLUMBING NOTE: PER FPC: 424.2SUBSTITUTION FOR WATER CLOSETS. IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT OF THE REQUIRED WATER CLOSETS IN ASSEMBLY AND EDUCATIONAL OCCUPANCIES. URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 50 PERCENT OF THE REQUIRED WATER CLOSETS IN ALL OTHER OCCUPANCIES

8

GOVERNING AGENCY:

LEGAL DESCRIPTION :

LED EXIT SIGN; PROVIDE PER PLANS

7. ALL INTERIOR FINISHES SHALL COMPLY WITH FFPC 101 6th EDITION

OCCUPANCY CLASSIFICATION A2

PROVIDED

BAR

APPLICABLE CODES:

6. ALL EMERGENCY LIGHTS AND EXIT SIGNS WILL BE ON BATTERY BACK UP FOR 90 MINS.

*EGRESS CAPACITY OF DOORS HAS BEEN BASED ON THE CLEAR WIDTH OF THE DOORS AS REQUIRED BY SECTION 7.3.2.1 OF THE FFPC AND SECTION 1005.1 OF THE FBC.

1

NOT IN CONTRACT

BAR SEATING

LIFE SAFETY NOTES

TYPE OF CONSTRUCTION BASED ON TABLE 504.4

EXIT NUMBER

TOTAL EXIT CAPACITY

5

1197

TOTAL PROVIDED (NORTH BATHROOMS) :

EXIT CAPACITY - FBC 2020 - FFPC 7TH EDITION

J

ALLOWED OCCUPANCY (PERSONS)

ASSEMBLY

LIFE SAFETY - OCCUPANT LOAD ANALYSIS - FBC 2020 - FFPC 7TH Edition

ASSEMBLY

E Y LIN P RO

PH

EXISTING BUILDING 01 N.I.C.

PLUMBING FIXTURES CALC. ASSEMBLY NAME

MAX EXIT CAPACITY OF THIS MEANS OF EGRESS COMPONENT

3 HR FIRE RATED WALL

3

316

NOT IN SCOPE

ARROW HEAD INDICATED DIRECTION OF REQUIRED EGRESS

1 HR FIRE RATED WALL

NE 23RD STREET

ADA SEATING CHART

IN SCOPE

TRAVEL DISTANCE TO EXIT

47'48 N1 2 °

C L 13.34 NGVD

SITE AREA PLAN COLOR LEGEND

ACTUAL NUMBER OF OCCUPANTS ALLOCATED TO THIS EXIT

2 HR FIRE RATED WALL

6.10'

13.15 NGVD

SITE AREA PLAN 1/32" = 1'-0"

LIFE SAFETY PLAN LEGEND

P E RT

T OU R

ASPH BLIC RIG ALT PAVE HT-OF-W AY MEN T

IA 50' W IDE PU M I C

NE M

13.04 NGVD

13.18 NGVD

G

XX

ASPH ALT LIN

0"

E

25' -

1

7'48'W

G ZO 12.64 NGVD

12.96 NGVD

ADJACENT PROPERTY N.I.C.

BAR SEATING:

ATEEQ ARCHITECTURE & DESIGN 2275 NW 84TH AVE DORAL, FL 33122 P (786) 349-3070

EXIT ONLY

RKIN O PA

0"

ADJACENT PROPERTY N.I.C.

NUMBER OF SEATS:

ATEEQ ARCHITECTURE AND DESIGN

ADJACENT PROPERTY N.I.C.

12.68 NGVD

0" ( N

25' -

25 ' -

EXISTING BUILDING 04 N.I.C.

0"

SET BAC KA

SETB ACK B

5' -

NUMBER OF TABLES:

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

ARCHITECT

345.9

15' 0"

OUTDOOR FURNITURE CHART

28 SEATS 4 SOFAS 4 LOVE SEATS 8 ARM CHAIRS 4 COFFE TABLES

1/2"

EXISTING FPL TRANSFORMER W / FENCE ENCLOSED

H

PLANTER

EXISTING BUILDING 04 N.I.C.

EXISTING TERRACES AND EXTERIOR STAIR TO REMAIN

FEMALE RR

F

50 SEATS (INCLUDING BAR SEATS) 13 BAR TABLES 34 SEATS 16 BAR SEATS

430 399

PLANTER

EXISTING BUILDING 03 ADJACENT TENANT N.I.C.

EXIT ONLY

S12°4

EXISTING YOGA GYM

5

SETBACK B

E

NOVELA CAFE SOCIAL

SETBACK A

D

METAL BAR

EXISTING YOGA GYM

ARCHITECT

P. R TY

7'48'W

PLANTER

EXISTING PLANTER AREA

EXISTING PORTAL ENTRANCE AND PLANTER FEATURE ABOVE TO REMAIN

NOVELA CAFE SOCIAL

TE AN

EXISTING BUILDING 02 N.I.C.

PLANTER

S12°4

P RO

P E RT

EXISTING BUILDING 02 N.I.C.

TOTAL LENGTH: 171' - 3 3/4"

PROPERTY LINE

EXISTING PEDESTRIAN ROLLING GATE TO REMAIN

Y LIN

2260 399

N00°03'15'E 142.11'(C)

E

PLANTER

N MIAMI AVENUE

AL L

PL

TO T

EXISTING LANDSCAPE AREA

PLANTER TYP.

PLANTER

PLANTER

TH : 1

15' - 0"

ENTRANCE / EXIT A

14

MALE RR

PLANTER

C

13

NE 24TH STREET

12.80 NGVD

EXISTING PEDESTRIAN SW ING GATE AND FENCE TO REMAIN

SETBACK B

ADJACENT PROPERTY N.I.C.

EXISTING BACKFLOW PREVENTER

12

9'

15' - 0"

12.61 NGVD

EXISTING CARGO CONTAINERS TYP. TO REMAIN

PROPERTY LINE

5' - 0"

11

C L 12.86 NGVD

EXISTING VEHICULAR ROLLING GATE W / " NOT AN EXIT" SIGN

10' - 6"

10

345.9

A

B

9

NE 24TH STREET CL

13.17 NGVD

25' - 0"

13.39 NGVD

8

BASE BLDG. LINE TO CENTER LINE OF RD.

13.56 NGVD

N..

MMII N

13.26 NGVD

7

5'5' -- 0" 0"

12.69 NGVD

6

530 399

THROW SOCIAL

3

50' W IDE PUBLIC RIGHT-OF-W AY ASPHALT PAVEMENT

N00°03'15'E 142.11'(C)

PROFESSIONAL WORK

2

CROW N OF ROAD

N MIAMI AVENUE

01

1

DRAWING NO.

LS.100 14

10 1

02 STUDENT WORK

THE OTHERWORLD WYNWOOD

The OTHERWORLD and Wynwood are two different universes of their own that inhabit many similarities.Both worlds allow the power of imagination to bring forth an unforgettable experience. Bringing the OTHERWORLD to Wynwood allows people to immerse themselves in a mind bending adventure that can only be found here. Giving back to the community is a focal point of the ground floor of our design. The urban fabric is bent to create pockets of space where the community can gather and become more immersed in the experience of the OTHERWORLD.This language is also used in other key areas throughout the site for the same purpose. The use of different materials allows for lighting to reflect, creating a sense of limitlessness while creating a different environment in each room and providing an immersive experience.

11

CONCEPT DIAGRAMS RESULT EXTRUDED SITE

FRACTURING OF MASSING

BENDING OF FLOOR PLATES

12

C

GROUND PLAN SCALE: 1-16” = 1’-0”

Up

LOBBY

RESTROOMS

Up

LEVEL 2 PLAN SCALE: 1-16” = 1’-0”

OTHERWORLD EXPERIENCE

A

A

DROP-OFF AREA

AMPHITHEATER STAIRS

OUTDOOR POOL DECK Up

Up

B

B

D

OTHERWORLD EXPERIENCE

OTHERWORLD EXPERIENCE

URBAN STAIRS

THE OTHERWORLD WYNWOOD

THE OTHERWORLD WYNWOOD

C

D

13

HOTEL FLOOR LAYOUT HOTEL ROOM UNIT

SHIFTING OF UNITS

UNIT TYPOLOGY

14

15

02

STUDENT WORK

16

THANK YOU,

Sam Antikchi