Carolina Richardson - Portfolio by Carolina Richardson

ARCHITECTURE PORTFOLIO CAROLINA RICHARDSON

Personal Profile Curriculum Vitae

Centro City Plaza / Miami Beach, Florida

Row House

CONTENTS

Buildin AA - Residential Building Building B - Parking Garage Building C - Residential

One Brickell Riverfront/ Brickell, Florida

Commerce Lane

8267 Miami

Web Pavilion/ Miami Beach, Florida

Aquatic Research Lab/ Miami Beach, Florida

Artista Housing Complex/ Miami , Florida

8 9

Carriage House/Savannah, Georgia Row House Amazon Product Design Camera Strap Pastry Stand

Robotics Lab Competition/ Miami, Florida

Precedent Studies/Seed Pavilion

CAROLINA RICHARDSON

EDUCATION Florida International University August 2014 - June 2018 - Masters of Architecture - Thesis Project in Genoa, Italy The Architectural Imagination Certificate – In Progress HarvarX- Edx GPA 3.24 /4

INTERNSHIP/ AWARDS Miami Design Preservation League - Research Intern – Historic Preservation May 2015 – December 2017

(786) 473-1006 crich013@fiu.edu 2711 SW 29th Ct. Miami, FL 33133

Historic research surveyor for the Miami Beach Architectural District in order to classify historic buildings as a contributing source of a historic district. Tasks included photographing several buildings a week, gathering building cards and being able to make a decision based on the gathered data of the building in order to classify it. Daniel Ciraldo - daniel@mdpl.org - (305) 672-2014 Marie Hernandez - marie@mdpl.org Art Deco Weekend Volunteer 2015, 2016, and 2017 The Villager Preservation Scholarship 2017 Victoria Champion – vlchampion@att.net - (305) 877-3601

WORK EXPIRIENCE

AutoCad

Photoshop

Revit

Illustrator

InDesign

Avanzato Design/Avanzato Home May 2016-December 2017 The company focuses on luxury residential and commercial interior architecture projects as well as an e-commerce platform for luxury items. Working closely with the e-commerce platform for the site Avanzato Home, re-designing the site, recruiting and working with the vendors that were displayed on our site. Taking weekly inventories of the products and adding new collections every week. Vincenzo Avanzato - vincenzo@avanzatodesign.com - (305) 774-1078 Marie Avanzato - marie@avanzatodesign.com

LANGUAGES Lightroom English Premier

Spanish

French

Italian

N.W. 11th STREET

58' - 10"

(+ 6.00' NGVD)

UP 9' - 10"

LEASING AGENT R104

LEASING AGENT R103

28' - 4"

LEASING AGENT R105

TOILET FD - B R119

12' - 0" STB-01

A-202

8' - 0"

31' - 5"

18' - 6"

18' - 0"

13' - 6"

S112A

S110B

16' - 0"

6' - 0"

7' - 0"

14' - 0"

(+ 9.00 NGVD)

7.85' NGVD

(+ 7.50' NGVD)

24' - 8" 24' - 0"

11' - 11"

131' - 1"

B1 14' - 0"

A-306

24' - 8"

S303

24' - 8"

R303 R318A

R304

R317

28' - 0"

24' - 8"

COMMON CORRIDOR R300

R316

R305

R306

R315

R314

R312B

6' - 0"

14' - 6"

STORAGE S305 S305

R312A

R313

R318B

7.00' NGVD

39' - 4"

S112B

BICYCLE STORAGE S112

-2' - 0" F.F.E. (+ 7.00 NGVD)

UNIT TYPE H R318

UNIT TYPE D R319

UNIT TYPE E.2 R317

UNIT TYPE E.1 R316

UNIT TYPE E R315

UNIT TYPE E.4 R314

UNIT TYPE D.1 R312

UNIT TYPE E.1 R313

40' - 8"

R146

203' - 6"

INTERIOR DESIGNER: ARQ Interiors 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

UNIT TYPE F R306

6' - 1"

S302

25' - 4"

27' - 4"

S-109

ELECT. ROOM S130

(+ 9.00 NGVD)

22' - 4" S101B

UNIT TYPE C.1 R311

22' - 3"

25' - 0"

24' - 0" S-107

S130

STORAGE S111

UNIT TYPE E.1 R305

S304

(+ 9.00 NGVD)

FD BOH S114

MEN'S TOILETS R129

WOMEN'S TOILETS R128 FD

32' - 0"

R129

S111

FIRE PUMP S109

UNIT TYPE E R304

25' - 4"

26' - 0"

STORAGE S303 10' - 9"

R125

S114

11' - 8"

-1' - 10" F.F.E. (+ 7.17 NGVD)

S104

S101A

UNIT TYPE E.3 R303

ELECT / TELCO S302

R319B

R319A

0' - 0" F.F.E. (+ 9.00 NGVD)

MDF S108 9' - 4"

FPL VAULT S107

MAIN SWITCHGEAR S106

12' - 8"

38' - 0" 32' - 0"

16' - 4"

RESIDENTIAL TRASH ROOM S105

DOCK MASTER / RECEIVING S104 12' - 4"

R128

DOMESTIC PUMP S110

13' - 6 1/4"

-1' - 6" F.F.E. (+ 7.50 NGVD)

S105A

MEP ENGINEER: MG Engineering 2800 Biscayne Boulevard Miami, FL 33137 Tel: 305 755 3833 LANDSCAPE ARCHITECT: ARQ Geo 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

R311

S301

BUSINESS CENTER R125

S128

STRUCTURAL ENGINEER: DeSimone Consulting Engineers 800 Brickell Avenue, 6th Floor Miami, FL 33131 Tel: 305 441 0755

A-202

STB-03

25' - 4"

S108

FD -1' - 6" F.F.E. (+ 7.50 NGVD)

AHU S128

17' - 1"

68' - 2"

S106

LOADING DOCK S101

B1 A-306

R124

WORK ROOM R127

R133

STAIR B STB-03

17' - 3"

AHU R133

R117B

R320

R143

Miami, Florida

R127

A-306

COMMON CORRIDOR R100

S103

S101C

R116

R117C

DAS / FIRE ALARM S301

6' - 1"

(+ 9.00 NGVD)

POOL EQUIPMENT S116

36' - 0" UNIT TYPE C R320

CONFERENCE ROOM R124

5' - 8"

SERVICE LOBBY S103

0' - 0" F.F.E.

S116

POOL STORAGE S117

25' - 4"

PACKAGE ROOM S102

13' - 6"

9' - 7"

26' - 0"

48' - 0" 5' - 1"

131' - 1"

7.00' NGVD

31' - 8" R126

FITNESS R117

S117

R310

A-311

18' - 0"

STAIR EXIT STB

UNIT TYPE B.1 R310

R307

STAIR A STA-03

9' - 0"

YOGA R116

S102

UNIT TYPE G R307

STA-03

(+ 7.00 NGVD)

STAIR B STB-01

WORK ROOM R126

25' - 0"

36' - 0"

12' - 8"

OPEN VESTIBULE S118

CSP MF Communities I, LLC 3310 Mary Street, #302 Miami, Florida 33133

HSQ Group, Inc. 5951 NW 173rd Drive, Suite 4 Miami, FL 33015 Tel: 786 534 3621

A-202

130' - 8"

4' - 0"

0' - 8"

4' - 0"

A-311

TANK

R117A

UNIT TYPE E.1 R302

UNIT TYPE B R321 R321

0' - 0" F.F.E. (+ 9.00 NGVD)

11' - 4"

GAME ROOM R123

R100B

85' - 11"

4' - 10"

13' - 2 1/2"

R302

R121A

HEATER

R100A

MAIL R113

A-306

OWNER: Terra Group 3310 Mary Street, #302 Miami, Florida 33133

R309B

CIVIL ENGINEER:

9' - 1"

R112A

1.12

8' - 0"

131' - 6"

130' - 8"

11' - 4"

CENTRO-CITY PLAZA RESIDENTIAL

R308B

12' - 0"

TD LOBBY LOUNGE R112

UP STAIR A STA-01

R130

PROJECT ADDRESS: 3810 NW 11th St. Miami, FL 33125

25' - 4"

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

7.50' NGVD

1' - 0"

5' - 6"

STA-01

AHU R130

7' - 1"

(+ 7.00 NGVD)

LOBBY R111

0' - 0" F.F.E. (+ 9.00 NGVD)

1.09

R301B

R309A

6' - 1"

R119

D UP

7.00' NGVD

25' - 4"

R114

R122

131' - 6"

12' - 8"

TOILET- D R114

R132

5' - 4"

12' - 0"

AHU R132

CENTRO CITY-RESIDENTIAL BLDG.A B1 A-305

R308A

25' - 4"

OPEN VESTIBULE R118 FD

UNIT TYPE A.1 R309

R301A

R322B

R120

TOILET- A FD R120

R322A

24' - 0"

62' - 10" 73' - 0"

R115

73' - 0"

9' - 7"

A4 A-401

A-202

28' - 4"

UNIT TYPE A R308

UNIT TYPE A.1 R301

B1 A-305

15' - 6"

15' - 7"

12' - 0"

LEASING AGENT R106

R108

TOILET- C R115 FD

UNIT TYPE A R322

36' - 0"

A-305

AHU R108

58' - 5"

A-311 25FT MIN PARKING SETBACK

CO-WORKING R122

AHU R131

46' - 11"

R111

58' - 0"

36' - 0"

R102A

R131

(+ 9.00' NGVD)

B1 A-302

36' - 0"

8' - 5"

CLUB ROOM / LOUNGE R121

R121B

TD R106

EMPLOYEE LUNCH& LEASING AGENT ROOM R107

A1 A-310

28' - 4"

36' - 0"

(+ 7'-3" NGVD)

B1 A-304

28' - 4"

72' - 8"

R105

R107

24' - 8"

R103

24' - 9"

24' - 8"

R104

R101B

56' - 6"

A-201 A-204 A-203 D1 A2 86' - 8"

0' - 0" F.F.E. (+ 9.00 NGVD)

A2 A-311

10FT MIN SETBACK BELOW 8TH FLOOR

28' - 4"

LEASING RECEPTION R101

(+ 7.25' NGVD)

A1 A-301

58' - 0" PROPERTY LINE

26' - 0"

58' - 10"

28' - 4"

R101A

B1 A-305

B1 A-303

58' - 0"

32' - 0"

(+ 6.10' NGVD)

9' - 7"

25FT MIN SETBACK FROM PARKING

9' - 7"

(+ 9.00' NGVD)

(+ 6.85' NGVD)

B1 A-302

0' - 5"

13' - 7"

A-311

A1 A-310

14' - 3"

32' - 0"

14' - 3"

26' - 0"

(+ 6.00' NGVD)

'MATCHLINE' SEE DET. A1/-101A A

(+ 5.60' NGVD)

B1 A-304

D1 A2 86' - 8"

58' - 0" PROPERTY LINE

10FT MIN SETBACK BELOW 8TH FLOOR

A-201 A-204 A-203

'MATCHLINE' SEE DET. A1/-103B A

A2 A-311

'MATCHLINE' SEE DET. A1/-103A A

A1 A-301

'MATCHLINE' SEE DET. A1/-101B A

B1 A-303

24' - 8"

25' - 4" PROPERTY LINE

7.20' NGVD

7.50' NGVD

FIRST LAYER

203' - 1" B2 A2 A1

10FT MIN SETBACK BELOW 8TH FLOOR

B2 A2 A1

A-206 A-205 A-201

32' - 0"

22' - 8"

24' - 0"

16' - 0"

32' - 0"

25FT MIN PARKING SETBACK

26' - 0" 26' - 0"

202' - 8"

A-310

A-303

A-301

A-311

A-304

8 A1 A-401

32' - 0"

22' - 8"

24' - 0"

16' - 0"

32' - 0"

SEAL/SIGNATURE/DATE: OFFICE REGISTRATION: # AA C000465

26' - 0"

202' - 8"

B1 A-302

A-310

A-303

A-301

A-311

A-304

A-302 PROJECT NUMBER: 10-010307

TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, T PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILD CODES AND MINIMUM APPLICABLE FIRESAFETY STANDARDS AS DETERMINED THE CITY OF MIAMI IN ACCORDANCE WITH CHAPTER 110 OF THE FLORIDA BUIL CODE, AND CHAPTERS 533 & 633 OF THE FLORIDA STATUTES. ALL DESIGNS INDICATED IN THESE DRAWINGS ARE THE PROPERTY OF ARQUITECTONICA INTERNATIONAL CORP. ALL COPYRIGHTS RESERVED. NO COPIES, TRANSMISSIONS, REPRODUCTIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF ARQUITECTONICA INTERNATIONAL CORP

ISSUE #

DESCRIPTION

H D1 A -501

TYP.

E2 A -501

L E VE L 9- R O O F 81' - 8"

3' - 4" 2"

LEVEL 3-8 - FLOOR PLAN

A-103

PZ-20-8155 08/30/21

PZ-20-8155

L E VE L 9- R O O F 81' - 8" P A IN TE D C E M E N T P L A S T ER FIN IS H (S T U C C O ) O V E R IN S U L A TIO N , W ITH C M U B A C K UP. SEE STRUCTURE

08/30/21

STONE SILL CAP

9 1/4" B5 A -625

TYP.

IM P A C T R E S IS T A N T G L A S S A N D A L U M IN IU M W IN D O W S

B5 A -625

11' - 8"

EXTERIOR REINFORCED CMU WALL AS SCHEDULED. REFER TO STRUCTURAL FOR REINFORCING.

A4 A -510

INTERIOR PARTITION AS SCHEDULED.

A3 A -510

A6 A -625

TYP.

TIE COLUMN- REFER TO STRUCTURAL

RESERVED FOR CITY OF MIAMI SEAL

1/2"

TYP.

PARTITION AS SCHEDULED.

10 3/4"

A L U M IN IU M V E R TIC A L G U A R D R A IL T O B A LC O N Y E XP O S E D P E R IM ET E R

RESERVED FOR CITY OF MIAMI SEAL

IM P A C T R E S IS T A N T G L A S S A N D A L U M IN IU M W IN D O W S

TYP.

U N IT T YP E D R 819

U N IT T Y P E A R 808

A L U M IN IU M V E R TIC A L G U A R D R A IL T O B A LC O N Y E XP O S E D P E R IM ET E R

TYP.

L EV E L 8 70' - 0"

KEY PLAN

L EV E L 8 70' - 0"

1/4" : 12" MIN. C5 A -625

KEY PLAN

C A S T IN -S IT U C O N C R E T E FO R M E D B A L C O N IES W IT H R E C E S S E D D R IP E D G E

TYP.

TYP. LEVEL

BLDG E

BLDG C

BLDG D

BLDG B

NW1 1TH STREE T

BLDG A

D3 CORNER DETAIL (TYP.) - ALT. 2

C5 A -625

TYP.

9' - 8"

TYP.

E XP O S EPLASTER D P E R IM ET E R(TYP). PAINTED A3 CEMENT L EV E L 3 21' - 8"

L EV E L 2 12' - 0"

BLDG F

NW 37 TH AVENUE

EQ EQ EQ

ALIGN

S.1

UNIT TYPE B

R321

A/C U-B101

LAUNDRY U-B102

7' - 8" A.T.O.S. CL-1

EQ2

4' - 2 1/4"

BEDROOM U-B104 A

PROVIDE BLOCKING/WALL REINFORCING IN WALLS FOR FUTURE GRAB BARS (TYP).

7' - 8" A.T.O.S. CL-1

B104

B102

A/C U-B101

CENTRO CITY-RESID PROJECT ADDRESS: 3810 NW 11th St. Miami, FL 33125

P5.6S

B103

P5.4

TUB CONTROLS (TYP). BATHROOM U-B103

CLOSET U-B105

4' - 0 3/4" B101

P6.2R

30" X 48" CLEAR FLOOR SPACE FOR PARALLEL APPROACH TO TUB (TYP)

BEDROOM U-B104

3' - 10"

LAUNDRY U-B102

D M1.12

A/C U-B101

P5.4S R321

30" X 48" CLEAR FLOOR SPACE FOR PARALLEL APPROACH (TYP).

D LAUNDRY U-B102

R321

P5.4

7' - 8" A.T.O.S. CL-1

CLOSET U-B105

B105

P5.4S

BATHROOM U-B103 P5.4S

10' - 10"

2' - 5"

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

9' - 0"

3' - 1"

CIVIL ENGINEER:

HSQ Group, Inc. 5951 NW 173rd Drive, Suite 4 Miami, FL 33015 Tel: 786 534 3621

P3.4

UNIT TYPE B RCP 1/4" = 1'-0"

UNIT TYPE B FHA LAYOUT 1/4" = 1'-0"

U- B101 U- B102 U-B103 U-B104 U- B105 U-B106 U-B107 U- B108 U-B109 U- B110

NAME A/C LAUNDRY BATHROOM BEDROOM CLOSET MASTER BEDROOM MASTER BATHROOM CLOSET LIVING ROOM KITCHEN

WALLS FINISH

REFER TO ID REFER TO ID REFER TO ID REFER TO ID REFER TO ID REFER TO ID REFER TO ID REFER TO ID REFER TO ID

N P- 02 P- 02 02PP-02 P- 02 P-02 PT-02 P- 02 P-02 P- 02

S P- 02 P- 02 P-02 P-02 P- 02 P-02 P-02 P- 02 P-02 P- 02

STRUCTURAL ENGINEER: DeSimone Consulting Engineers 800 Brickell Avenue, 6th Floor Miami, FL 33131 Tel: 305 441 0755

UNIT TYPE B CONSTRUCTION PLAN

MEP ENGINEER: MG Engineering 2800 Biscayne Boulevard Miami, FL 33137 Tel: 305 755 3833

1/4" = 1'-0"

DOOR SCHEDULE - UNIT B DOOR

P- 02 P- 02 P-02 P-02 P- 02 P-02 P-02 P- 02 P-02 P- 02

W P- 02 P- 02 P-02 P-02 P- 02 P-02 P-02 P- 02 P-02 P- 02

FLOOR

LVT- 01 P-02 LVT-01 LVT- 01 LVT-01 PT-02 LVT- 01 LVT-01 LVT- 01

BASE

CEILING

WB- 01 P- 02 PTB-01 P-02 WB-01 P-02 WB- 01 P- 02 WB-01 P-02 PTB-01 P-02 WB- 01 P- 02 WB-01 P-02 WB- 01 P- 02

REMARKS

No. B101 B102 B103 B104 B105 B106 B107 B108 LEVEL REF

TYPE F F F F H F F F

DOOR MATERIAL WD WD WD WD WD WD WD WD

WIDTH 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0"

FRAME HEIGHT

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8"

OWNER: Terra Group 3310 Mary Street, #302 Miami, Florida 33133

P6.4R

P6.6R

48" X 56" CLEAR FLOOR SPACE AT TOILET (TYP).

2" X 1/2" VERTICAL PICKETS SPACED TO REJECT A 4" SPHERE BETWEEN POSTS.

A1 A -510

SEAL/SIGNATURE/DATE: OFFICE REGISTRATION: # AA C000465

12' - 0"

TYP. L EV E L 1 0' - 0"

EDGE PLANTER/LANDSCAPING REFER TO LANDSCAPE DWGS.

(+9'-0"NGVD)

A3 WALL S ECTION @

CLUB ROOM/ LOUNGE

3/8" = 1'- 0"

LOADING DOCK

3/8" = 1'- 0"

STONE CLADDING

REFER TO STRUCTURAL DWG. FOR FOUNDATION.

3" X 1/2" CONT. TOP RAIL

ALUMINUM GUARD RAIL PROVIDED BY DELEGATED ENGINEERING. @ 42" A.F.F.

(+ 7.00 NGVD) -2' - 0"

PROVIDE DELEGATED ENGINEERING FOR ARCHITECTURAL METAL PRODUCTS AND ATTACHMENTS.

ALUMINUM GUARD RAIL PROVIDED BY DELEGATED ENGINEERING. MIN.42" A.F.F.

PAVER AS SELECTED BY LANDSCAPE ARCHITECT OVER MODIFIED-MORTAR BED. MINIMUM 12" X 12" X 1-1/2" PAVER ON MINIMUM 2" MORTAR BED.

S ID E W A L K - V A R IE S .

S T E E L R O L L E R S H U TT E R C O ILIN G D O O R T O L O A D IN G DOCK

1/4" : 12" MIN.

2" X 1/2" VERTICAL PICKETS SPACED TO REJECT A 4" SPHERE BETWEEN POSTS.

1/2"

L A N D S C A P E ZO N E

P3.4

LIVING ROOM U-B109

VARYING, BALCONY SHIFTS LOCATIONS

KITCHEN U-B110

LIVING ROOM U-B109

RATED PLENUM REFER TO MECHANICAL DWGS.

KITCHEN U-B110

VARYING BALCONY, SHIFTS LOCATIONS.

(SEE LANDSCAPE DWGS.)

7.50 NGVD

3" L EV E L 1 (+ 9.00 NGVD) 0' - 0" A

3" X 1/2" CONT. TOP RAIL

P5.6S

B106

EQ EQ

KITCHEN U-B110

2' - 2 1/4"

PROJECT NUMBER: 10-010307

1 1/2" 5

TO THE BEST OF MY KNOWLEDGE,6 BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND MINIMUM APPLICABLE FIRESAFETY STANDARDS AS DETERMINED BY THE CITY OF MIAMI IN ACCORDANCE WITH CHAPTER 110 OF THE FLORIDA BUILDING

BIM 360://1001.010307.000-0120 Central Shopping Plaza/010307_CSP_Phase 1_Bldg A_DD_R19.rvt

L O A D IN G D O C K S 101

TYP.

TOP OF RAIL (+14'-0"NGVD)

1' - 6"

PROVIDE DELEGATED ENGINEERING FOR ARCHITECTURAL METAL PRODUCTS AND ATTACHMENTS.

1/2"

A2 A -626

12' - 4"

EQ EQ EQ ALIGN

EQ EQ

E P6.2R

BATHROOM U-B103

L EV E L 2 12' - 0"

12' - 0"

IM P A C T R E S IS T A N T G L A S S A N D A L U M IN IU M S T O R E FR O N T

PROVIDE DELEGATED ENGINEERING FOR C L U B R O OMETAL M/ ARCHITECTURAL LOUNGE PRODUCTS AND ATTACHMENTS. R 121

B107

THK 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8"

FRAME MATERIAL WD WD WD WD WD WD WD WD

DEPTH 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8" 4 7/8"

FIN PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT

HRDW SET UI-03 UI-03 UI-02 UI-01 UI- 04 UI-01 UI-02 UI-01

COMMENTS

SLIDING DOOR HARDWARE

LANDSCAPE ARCHITECT: ARQ Geo 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812 INTERIOR DESIGNER: ARQ Interiors 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

TYP.

B5 A -545

3" = 1'-0"

9' - 8"

3/4" REVEAL (TYP).

P6.6 MASTER BATHROOM U-B107

P5.4

4' - 5 1/4"

ALIGN

S U R FA C E M O U N T E D D E C O R A TIV E LO U V ERS TO FR O N O F E XT E R N A L W A LL

CLOSET U-B108

B108

P5.4

NO.

C3 VERT. EXP. JOINT FLUSH@ ADJACENT BLDG. (TYP).

DRIVEWAY

5' - 3 1/4"

7' - 8" A.T.O.S. CL-1

9' - 0" A.T.O.S. SK-1

MASTER BEDROOM U-B106

P6.2

UNIT TYPE B R321

6' - 6"

P5.4S

A.1

MASTER BATHROOM U-B107

WALLS

S IM

A -626

A1 WALL S ECTION @

P3.4

MASTER BEDROOM U-B106

MASTER BATHROOM U-B107

BEDROOM U-B104

5' - 11"

CLOSET U-B108

UNIT TYPE B FINISH SCHEDULE

A5 A -651

TOOLED CEMENT PLASTER DRIP TYP. (TYP). F 2

XVENT REFER TO MECH

GYPSUM PLASTER

R -5 IN S U L A T IO N

3" = 1'-0"

U N IT T Y P E A R 208

3/4" REVEAL (TYP). FACE OF ADJACENT WALL OR WINDOW SYSTEM

9' - 0" A.T.O.S. SK-1

L EV E L 3 21' - 8"

8' MAX ABOVE SIDE WALK

12' - 10"

B5 BAND DETAIL (TYP.)

TOOLED CEMENT PLASTER CORNER (TYP).

DATE: 02/02/2021

3701 NW 7TH STREET, MIAMI, FL33126

ANCHOR PER PRODUCT APPROVAL AND/OR DELEGATED ENGINEERING.

TYP.

C A S T IN -S IT U C O N C R E T E FO R M E D B A L O N IE S W IT H R E C E S S E D D R IP E D G E

OVER POUR CONCRETE- REFER TO STRUCTURAL.

TYP.

P.T. / FIRE-RETARDENT TREATED PLYWOOD ON METAL FRAMING MECHANICALLY FASTENED TO UNDERSIDE OF SLAB. PROVIDE DELEGATED ENGINEERING.

A4 A -510

TYP.

INTERIOR DESIGNER: ARQ Interiors 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

5 1/2"

A6 A -625

IMPACT GLASS AND ALUMINUM OPERABLE WINDOW SET IN WINDOW WALL OPENING. PROVIDE PRODUCT APPROVAL.

A -510

2" C5 A -625

TOOLED DRIP (TYP).

A L U M IN IU M V E R TIC A L G U A R D R A IL T O B A LC O N Y

TYP.

P5.4

LIVING ROOM U-B109

LANDSCAPE ARCHITECT: ARQ Geo 2900 Oak Avenue D Miami, Florida 33133 Tel: 305 372 1812

A L U M IN IU M V E R TIC A L G U A R D R A IL T O B A LC O N Y E XP O S E D P E R IM ET E R

TYP.

INSTALL CEMEMNT PLASTER PER ASTM C926 AND C1063. PROVIDE DELEGATED ENGINEERING FOR FRAMED CEILING ASSEMBLY.

U N IT T Y P E A R 308

A6 A -625

A4 A -510

L EV E L 4 31' - 4"

C5 A -625

C A S T IN -S IT U C O N C R E T E FO R M E D B A L C O N IES W IT H R E C E S S E D D R IP E D G E

CENTRALSHOPPING PLAZA

7' - 8" A.T.O.S. CL-1

1' - 11 1/4"

MEP ENGINEER: MG Engineering 2800 Biscayne Boulevard Miami, FL 33137 Tel: 305 755 3833

TYP.

3/4" = 1'-0"

ALLDESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF ARQUITECTONICA INTERNATIONALCORP. NO COPIES, TRANSMISSIONS, REPRODUCTIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN THE WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS OF WRITTEN AUTHORIZATION OF ARQUITECTONICA INTERNATIONAL CORP. DESIGN INTENT SHOWN IS SUBJECT TO REVIEW AND APPROVALOF ALLAPPLICABLE LOCALAND GOVERNMENTALAUTHORITIES HAVING JURISDICTION. ALLCOPYRIGHTS RESERVED THE DATA INCLUDED IN THIS STUDY IS CONCEPTUALIN NATURE AND WILLCONTINUE TO BE MODIFIED THROUGHOUT THE COURSE OF THE PROJECTS DEVELOPMENT WITH THE EVENTUAL INTEGRATION OF STRUCTURAL, MEP AND LIFE SAFETY SYSTEMS. AS THESE ARE FURTHER REFINED, THE NUMBERS WILLBE ADJUSTED ACCORDINGLY.

7' - 8" A.T.O.S. CL-1

3/4" 7 1/4"

A6 A -625

9' - 8"

FLOOR FINISH REFER TO ID.

9' - 8"

2" 9' - 8"

2B R / 2B A U N IT R 3035

ELEVATION

7' - 8" A.T.O.S. CL-1

STRUCTURAL ENGINEER: E DeSimone Consulting Engineers 800 Brickell Avenue, 6th Floor Miami, FL 33131 Tel: 305 441 0755

C A S T IN -S IT U C O N C R E T E FO R M E D B A L O N IE S W IT H R E C E S S E D D R IP E D G E

TYP.

IM P A C T R E S IS T A N T G L A S S A N D A L U M IN IU M W IN D O W S

TYP.

9' - 0" A.T.O.S. SK-1

HSQ Group, Inc. 5951 NW 173rd Drive, Suite 4 Miami, FL 33015 Tel: 786 534 3621

INTERIOR

CLOSET U-B108

2' - 6"

9 1/4" 2"

84' - 0"

3' - 5 1/2"

A4 A -510

TYP.

L EV E L 5 41' - 0"

C5 A -625

L EV E L 4 31' - 4"

PAINTED CEMENT PLASTER (TYP).

MASTER BEDROOM U-B106

CIVIL ENGINEER:

TYP.

B A6 A -625

R-5 MINIMUM RIGID INSULATION.

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

L EV E L 5 41' - 0"

U N IT T Y P E A R 408

SECTION - B

DATE: 02/02/2021

3701 NW 7TH STREET, MIAMI, FL33126

91' - 8"

9' - 8"

A6 A -625

9 1/4"

TYP. LEVEL

2B R / 2B A U N IT 973 S F

EXTERIOR

1' - 5 1/2"

2" 3' - 4" 1' - 5 1/2"

IM P A C T R E S IS T A N T G L A S S A N D A L U M IN IU M W IN D O W S

TYP. LEVEL

Sherri Gutierrez

4 2900 Oak Avenue, Miami, FL33133 T 305.372.1812 F 305.372.1175

INTEGRATION OF STRUCTURAL, MEP AND LIFE SAFETY SYSTEMS. AS THESE ARE FURTHER REFINED, THE NUMBERS WILLBE ADJUSTED ACCORDINGLY.

A L U M IN IU M V E R TIC A L G U A R D R A IL T O B A LC O N Y E XP O S E D P E R IM ET E R

CENTRALSHOPPING PLAZA

L EV E L 6 50' - 8"

9 1/4"

TOOLED 2" X 1/4" REVEAL (TYP).

EXISTING RETAIL TO REMAIN

Digitally signed by Sherri Gutierrez DN: CN=Sherri Gutierrez, OU=A01410D0000016F43DB0FE000003ECA, O=Arquitectconica International Corporation, C=US Date: 2021.02.03 10:49:57-05'00'

36' - 0"

L EV E L 6 50' - 8"

U N IT T Y P E A R 508

PROPOSED RETAIL

EXISTING RETAIL TO REMAIN

NW7T H STREET

12' - 3"

BLDG H

Sherri Gutierrez

OWNER: 2900 Oak Avenue, Miami, FL33133 T 305.372.1812 F 305.372.1175CSP MF Communities I, LLC Terra Group ALLDESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF ARQUITECTONICA INTERNATIONALCORP. NO COPIES, TRANSMISSIONS, REPRODUCTIONS OR ELECTRONIC MANIPULATION WHOLE OR IN PART Street, ARE TO BE MADE WITHOUT THE EXPRESS OF WRITTEN AUTHORIZATION OF ARQUITECTONICA INTERNATIONAL CORP. ANY PORTION OF THESE DRAWINGS IN THE 3310 Mary Street,OF#302 3310 Mary #302 DESIGN INTENT SHOWN IS SUBJECT TO REVIEW AND APPROVALOF ALLAPPLICABLE LOCALAND GOVERNMENTALAUTHORITIES HAVING JURISDICTION. ALLCOPYRIGHTS RESERVED Miami, Florida 33133 Miami, Florida 33133 THE DATA INCLUDED IN THIS STUDY IS CONCEPTUAL IN NATURE AND WILLCONTINUE TO BE MODIFIED THROUGHOUT THE COURSE OF THE PROJECTS DEVELOPMENT WITH THE EVENTUAL

FACE OF 12" CMU WALL BEYOND

PLAN - A

BLDG A

EXISTING RETAIL

EXISTING RETAIL TO REMAIN

Digitally signed by Sherri Gutierrez DN: CN=Sherri Gutierrez, OU=A01410D0000016F43DB0FE000003ECA, O=Arquitectconica International Corporation, C=US Date: 2021.02.03 10:49:48-05'00'

11' - 5"

9 1/4"

EQ3

1' - 5 1/2"

2' - 8"

TIE COLUMN- REFER TO STRUCTURAL

BLDG B

RET AIL

9' - 8"

INTERIOR PARTITION AS SCHEDULED.

2B R / 2B A U N IT R 3085

3' - 5 1/2" 9 1/4"

EXISTING RETAIL TO REMAIN

BLDG C

BLDG D

EXISTING RETAIL TO REMAIN

NW7T H STREET

PROJECT ADDRESS: 3810 NW 11th St. Miami, FL 33125

U N IT T Y P E A R 608

EXISTING RETAIL

CENTRO CITY-RESIDENTIAL BLDG.A

L EV E L 7 60' - 4"

NW 37 TH AVENUE

A L U M IN IU M V E R TIC A L G U A R D R A IL T O B A LC O N Y E XP O S E D P E R IM ET E R

TYP.

BLDG G

A6 A -625 L EV E L 7 60' - 4"

BLDG F

NW 37 TH AVENUE

PAINTED CEMENT PLASTER FINISH (TYP).

A L U M IN IU M V E R TIC A L G U A R D R A IL T O B A LC O N Y E XP O S E D P E R IM ET E R

TYP.

A -625 TOOLED 2" X 1/4" REVEAL (TYP). REFER TO ELEVATION FOR LOCATIONS.

9 1/4"

8' - 3"

3' - 11"

1' - 5 1/2"

7' - 6 1/4"

12' - 5 1/4"

3' - 4" 9 1/4"

EXISTIN G RET AIL

PROPOSED RETAIL

BLDG G

XVENT, REFER TO MECH. PAINTED TO MATCH

3' - 5 1/2"

TOOLED CEMENT PLASTER CORNER (TYP).

A4 A -510

2B R / 2B A U N IT R 3110

9' - 8"

U N IT T Y P E A R 708

CORNER - PLAN TOOLED 2" X 1/4" REVEAL (TYP).

9' - 8"

BLDG E

TYP.

NW1 1TH STREE T

IM P A C T R E S IS T A N T G L A S S A N D A L U M IN IU M W IN D O W S

NW 37 TH AVENUE

1' - 5 1/2"

DRAWING NAME:

BLDG H

SHEET ISSUE DATE: 12/22/2021

1/8" = 1'-0"

INSTALL PER PRODUCT APPROVAL AND DELEGATED ENGINEERING.

11' - 8"

9 1/4"

TYP.

IMPACT GLASS AND ALUMINUM OPERABLE WINDOW SET IN WINDOW WALL OPENING. PROVIDE PRODUCT APPROVAL.

L IG H T W E IG H T IN S U LA T E D C O N C R E T E TYP .

3' - 5 1/2"

TOOLED CEMENT PLASTER CORNER (TYP).

D1 A -501

LEVEL 3-8 TYP.

L IG H T W E IG H T IN S U LA T E D C O N C R E T E TYP .

TYP.

2' - 4"

P A IN TE D C E M E N T P L A S T ER FIN IS H (S T U C C O ) O V E R IN S U L A T IO N , W IT H C M U B A C K UP. SEE STRUCTURE

TOOLED 2" X 1/4" REVEAL F (TYP).

L EV E L M E C H H IG H R O O F 91' - 8"

10' - 0"

CEMENT PLASTER INSTALLED IN ACCORDANCE WITH ASTM C926 AND C1063. MINIMUM 2COAT CEMENT PLASTER APPLICATION OVER SOLID PLASTER BASE AT THINNEST PART OF REVEALS.

9 1/4"

1/8" = 1'-0"

DATE

PERMIT SET

LEVEL 1 - (GROUND FLOOR) PLAN

RESERVED FOR CITY OF MIAMI SEAL

1' - 7"

42" MIN.

A 38 acre lot with existing retail in the heart of Miami will house 8 new residential buildings for future Miami residents. The commercial portion will remain and be remodeled and brought up to code. There will be a total of III phases for this construction in which h Phase I has already began permitting process for a total of 3 buildings (2 residential 1 parking garage).There will be a future K-8 school also as part of Phase ! that will be under a separate permit.

A-206 A-205 A-201

26' - 0"

SEAL/SIGNATURE/DATE: OFFICE REGISTRATION: # AA C000465

25 FT MIN PARKING SETBACK

10 FT MIN SETBACK BELOW 8TH FLOOR FIRST LAYER PROPERTY LINE

400' - 8"

260' - 8" 30' - 0"

NW 11TH ST

252' - 1"

200' - 8"

30' - 0"

60' - 3"

360' - 2"

11' - 1"

FUTURE DEVELOPMENT

BUILDING C RESIDENTIAL

BUILDING A RESIDENTIAL

FUTURE DEVELOPMENT UNDER SEPARATE PERMIT FD

28' - 0"

BUILDING E RESIDENTIAL

BUILDING B PARKING

121' - 4"

BUILDING D RESIDENTIAL

CENT

FUTURE DEVELOPMENT UNDER SEPARATE PERMIT

PROJECT 3820 NW 11th St Miami, FL 33125

OWNER: Terra Grou 3310 Mary Street, #302 Miami, Florida 33133

EXISTING RETAIL TO REMAIN

DUAL HEAD EV CHARGER

9' - 8" F.F.E. (+ 16.92 NGVD )

A-304

18' - 0"

PROVISIONS FOR FUTURE EV CHARGER

23' - 4"

116' - 8"

23' - 4"

18' - 0"

RAMP DN - SL 4.22%

RAMP UP - SL 4.22%

1/4" / 12"

DESCRIPTION

PE 9

STA-02

14 UP

PROVISIONS FOR FUTURE EV CHARGER

B5 A-801

STAIR A STA-02

26' - 8"

28' - 8"

26' - 8"

16' - 4" 16' - 4"

202' - 8"

D5 A-810

A-303

26' - 8"

A4 A-310

A-302

28' - 8"

26' - 8"

16' - 4"

200' - 8"

A-303

B1 CSPCSP MF Communities I, LLCI, LLC MF Communities P5Mary A-301 33103310 Street, #302#302 Mary Street, Miami, Florida 33133 Miami, Florida 33133

57' - 4"

OWNER: OWNER: Terra Group Group P4Terra 3310 Mary Street, #302 3310 Mary Street, #302 Miami, Florida 33133 Miami, Florida 33133

A-310

86' - 8" F.F.E.

PROJECT ADDRESS: PROJECT ADDRESS: 3820 NWNW 11th St St 28' - 8" 3820 11th Miami, FL 33125 Miami, FL 33125

28' - 8"

91' - 10"F.F.E.

100' - 10"F.F.E.

16' - 4"

NW 7TH ST

CENTRO BB CENTROCITY CITY- -BUILDING BUILDING

1/4" / 12"

ELEV. E102A

DATE

1/4" / 12"

7 ELEV. E101A

ISSUE #

17' - 8"

ALL D ARQU COPIE OF AN MADE

NOT A PART

18' - 0"

TO TH PLAN CODE THE C CODE

6 S P AC E S

5 S P AC E S

1 1 S P AC E S

6 S P AC E S

7 S P AC E S

5 S P AC E S 6 S P AC E S

B1 A-304

PF PROVIDE DELEGATED ENGINEERING FOR GARAGE SCREEN SYSTEM AND LOUVERS. PROVIDE DELEGATED PROVIDE DELEGATED ENGINEERING ENGINEERING FOR GARAGE FOR GARAGE SCREEN SYSTEMSCREEN AND SYSTEM AND LOUVERS. LOUVERS.

B1 A-304

PROJECT 10-010088

4 S P AC E S

28' - 8"

A-202

B1 A-304

28' - 8"

EXISTING RETAIL TO REMAIN

ALUMINUM TRELLIS STRUCTURE, PROVIDED TO COVER 61%, 13,980SF/22,885 SF PER MIAMI 21 ARTICLE 5.5.5 d. EXPOSED TOP LEVEL OF PARKING STRUCTURES SHALL BE COVERED 60% WITH A SHADE PRODUCING SRUCTURE.

A-202

INTER

TOP OF TRELLIS

A-202

SEAL/SIG OFFICE RE

EXISTING RETAIL TO REMAIN

DUAL HEAD EV CHARGER

121' - 4"

28' - 8"

123' - 5 1/2"

14' - 6" F.F.E. (+ 21.75 NGVD )

A-305

123' - 4"

6 S P AC E S

A5 A-310

2 5 S P AC E S S P AC E S

EXISTING OFFICE TO REMAIN

1 A-310

A-305

4 S P AC E S

Building B is a part of Phase I of this projec, and is a 9 (82’-6”) parking garage with 686 parking spaces and a louvered facade system.The building area is 223,008 sq ft, type IB construction and has a green certification of NGBC Silver.

B1 A-305 B1

1 0 S P AC E S

EXISTING RETAIL TO REMAIN

6 6

121' - 4"

96' - 0" F.F.E.

1/4" / 12"

17' - 8"

1/4" / 12"

349 SPACES

B1 A-302

1/4" / 12"

267 SPACES

A4 A-310

87' - 0" F.F.E.

28' - 8"

A-305

EXISTING RETAIL TO REMAIN

SECTOR 04

A-204

1/4" / 12"

SECTOR 03

6 S P AC E S

4 S P AC E S

A-310

28' - 8"

Miami, Florida

7 S P AC E S

5 S P AC E S

RAMP UP - SL 4.22%

A-202

BUILDING G RESIDENTIAL

B1 A-301

PROVISIONS FOR FUTURE EV CHARGER

B1 A-303

OPEN SPACE

18' - 0"

PROPOSED RETAIL

E4 A-811

1' - 4"

ELEV. E102B

91' - 10"

23' - 4"

NW 39TH AVE

ELEV. E101B

23' - 4"

489 SPACES

B1 A-302

PROVISIONS FOR FUTURE EV CHARGER

PB A-310

INTERIOR ARQ Interi 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

SECTOR 02

B1 A-301

18' - 0"

SECTOR 01 214 SPACES

CENTRO-CITY PLAZA RESIDENTIAL

17' - 8"

LANDSCA ARQ Geo 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

STAIR B STB-02

28' - 8"

A-303

18' - 0"

STRUCTU DeSimone 800 Brickell Avenue, 6th Floor Miami, FL 33131 Tel: 305 441 0755

NW 37TH AVE

B5 A-802

MEP ENG MG Engin 2800 Biscayne Boulevard Miami, FL 33137 Tel: 305 755 3833

EXISTING RETAIL TO REMAIN

'MATCHLINE' SEE DET. A2/-102A A

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com CIVIL ENG HSQ Grou 5951 NW 173rd Drive, Suite 4 Miami, FL 33015 Tel: 786 534 3621

BUILDING F RESIDENTIAL

'MATCHLINE' SEE DET. A2/-102B A

BUILDING H RESIDENTIAL

3310 Mary Street, #302 Miami, Florida 33133

A-310

A-301

A-310

A-302

+91'-10" A.F.F.

LEVEL P2

CONCRETE CAP, PAINT YELLOW

1/8" = 1'-0"

4' - 4"

DRAIN BODY TO OUTLET, REFER TO PLUMBING DWG'S.

1 1/2" = 1'-0"

9' - 8" 3/8" = 1'-0"

A-310

9' - 8" 9' - 8" 9' - 8"

1' - 4"

LEVEL P2_ 14' - 6"

FACTORY PRIMER FINISH 9' - 8"

PROJECT NUMBER: 10-010088

4" x 4" X 3'-0" STEEL SURFACE MOUNTED CORNER GUARD

LEVEL P1 UPPER 4' - 10" (+ 12.08 NGVD )

1' - 4"

2' - 0"

1' - 4" TYPICAL

9' - 8" 9' - 8"

LEVEL P4 29' - 0"

LEVEL P3 19' - 4"

LEVEL P2 9' - 8"

LEVEL P1 (+ 7.25 NGVD )0' - 0"

ALL DESIGNS INDICATED IN THESE DRAWINGS ARE THE PROPERTY OF ARQUITECTONICA INTERNATIONAL CORP. ALL COPYRIGHTS RESERVED. NO COPIES, TRANSMISSIONS, REPRODUCTIONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF ARQUITECTONICA INTERNATIONAL CORP

3/16"DIA. x 2" S.S. SCREWS IN LEAD EXP. SHIELDS (TYP.) STAGGER SPACING AS SHOWN

A2 SOUTH ELEVATION

TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND MINIMUM APPLICABLE FIRESAFETY STANDARDS AS DETERMINED BY THE CITY OF MIAMI IN ACCORDANCE WITH CHAPTER 110 OF THE FLORIDA BUILDING CODE, AND CHAPTERS 533 & 633 OF THE FLORIDA STATUTES.

LEVEL P5 38' - 8"

ISSUE #

2 1/2"1 1/2"

DESCRIPTION

DATE

1/8" = 1'-0"

4" WHITE PAINTED STRIPING TYPICAL @

82' - 2"

9' - 8" 9' - 8" 9' - 8" 9' - 8"

LEVEL P3_ 24' - 2"

TYPICAL

18' - 0" 1' - 4"

SEAL/SIGNATURE/DATE: OFFICE REGISTRATION: # AA C000465

LEVEL P4_ 33' - 10"

PEDESTRIAN TRAFFIC-TRENCH DRAIN ON GRADE Copy 1

9' - 8"

3/8" = 1'-0"

LEVEL P6 48' - 4"

9' - 8"

5' - 0"

9' - 8"

FINISH

1. ADD REBAR AS REQUIRED GRATE FRAME: BLACK PAINT 2. FOR GRATE ELEVATION REFER TO CIVIL DWG'S CAST GRATE: BLACK PAINT 3. EXPANSION/ CONTRACTION JOINT PER LOCAL ENGINEERING REGULATIONS AND GUIDELINES LEVEL P5_ 6" 4. INSTALLATION TO 43' BE- COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS

BIM 360://1001.010307.000-0120 Central Shopping Plaza/010307_CSP_Phase 1_Bldg B_DD_R19.rvt

LEVEL P7 58' - 0"

LEVEL P6_

53' - 2" TRENCH DRAIN NOTES:

8' - 6" /24/2021 6:57:35 PM

3/8" = 1'-0"

9' - 8"

LEVEL P8 67' - 8"

DRAWING NAME:

LEVEL P9- ROOF 77' - 4"

PERMIT SET WALL SECTIONS

9' - 8"

PLACE WHEEL STOP -0" 2' AWAY FROM WALL OR CENTERLINE OF STRIPING

DETAIL - ARROW

WALL SECTION NORTH

NOM.

SHEET ISSUE DATE: 11/24/2021

WALL SECTION - FIRE PUMP

4" - 6"

9' - 8"

2' - 0"

GE ENTRANCE

P9 16' - 4"

LEVEL P8 72' - 6"

LEVEL P1 0' - 0"

A6 A-510

LEVEL P9-ROOF_

HEEL PROOF GRATE. 82' - 2"

12" ARCHITECTURAL SPLIT-FACE CONCRETE- ECHELON 4201 OR APPROVED EQUAL

TYP.

P8 26' - 8"

TRAFFIC RATED GRATE, MIN. LIGHT DUTY PER ANSI A112.21.1M OR LOAD CLASS A PER DIN 19580. PROVIDE SPECIALTY ENGINNEERING.

CONC. SLAB, REFER TO STRUCTURAL DWG'S.

0' - 6" F.F.E.(+ 7.75 NGVD ) SIDE WALK ELEV. VARIES. 12" CMU WALL

P7 28' - 8"

LEVEL P7_ 62' - 10"

DATE

B1 A-302

9' - 8"

A4 A-310

28' - 8"

9' - 8"

B1 A-301

P5 28' - 8"

18' - 8"

91' - 10"

A-510 A-510

P4 28' - 8"

1/4" : 12"

18' - 8"

PERMIT SET

EXPANSION/ CONTRACTION TRELLIS JOINT

1 1/2"2 1/2"

DESCRIPTION

9' - 4"

PEDESTRIAN TRAFFIC P3 26' - 8"

ISSUE #

A-310

1' - 0"

9' - 8"

TYP.

4' - 8"5

P1 ELEV. BULKHEAD

3' - 0"

12' - 9"

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

4' - 10"

1 1/2" = 1'-0"

100' - 10" CONCRETE CEALER, REFER TO WATERPROOFING DIAGRAMS.

GARAGE FACADE DETAILS

3" = 1'-0"

INTERIOR DESIGNER: ARQ Interiors 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

D2 NORTH ELEVATION

VEHICULAR TRAFFIC TRENCH DRAIN ON GRADE

9' - 8"

LEVEL P2 9' - 8"

LEVEL P1 UPPER 4' - 10"

LEVEL P1 (+ 7.25 NGVD )0' - 0"

PROJECT NUMBER: 10-010088

42" CRASH WALL, TYP.

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

9' - 8"

FINISH

A-303

1 1/2" = 1'-0"

LANDSCAPE ARCHITECT: ARQ Geo 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

LEVEL P1 0' - 0" (+ 7.25 NGVD )

DATE

2' - 0" MAX.

9' - 8"

9' - 8" 9' - 8" 9' - 8"

TRENCH DRAIN NOTES:

16' - 4"

A6 D3 - EXTERIOR W WALL BASE - EXTERIOR DETAIL A6A6DETAIL

LEVEL P2_ 14' - 6"

MEP ENGINEER: MG Engineering 2800 Biscayne Boulevard Miami, FL 33137 Tel: 305 755 3833

1. ADD REBAR AS REQUIRED GRATE FRAME: BLACK PAINT 2. FOR GRATE ELEVATION REFER TO CIVIL DWG'S CAST GRATE: BLACK PAINT 3. EXPANSION/ CONTRACTION JOINT SECTION PER LOCAL ENGINEERING REGULATIONS CROSS 01 AND GUIDELINES 3/16" = 1'- 0" 4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS

1' - 5"

SEAL/SIGNATURE/DATE: 1 1/2" = 1'-0"1 1/2" = 1'-0" OFFICE REGISTRATION: # AA C000465

9' - 8"

LEVEL P2 9' - 8"

9' - 8"

1 1/2" = 1'-0"

LEVEL P3_ 24' - 2"

PARKING STRUCTURAL ENGINEER: P201 DeSimone Consulting Engineers 800 Brickell Avenue, 6th Floor Miami, FL 33131 Tel: 305 441 0755

LEVEL P1 0' - 0" ( 7.25 NGVD )

7" 1 1/2" = 1'-0"

LEVEL P4_ 33' - 10"

Drive, Suite 4 Miami, FL 33015 Tel: 786 534 3621

9' - 8"

DRAINAGE PIPE, REFER TO PLUMBING DWG'S.

DETAIL - EXTERIOR WALL BASEDRAIN. TYP. PARKING

LEVEL P5_ 43' - 6"

PARKING CIVIL ENGINEER: P301 HSQ Group, Inc. 5951 NW 173rd

19' - 4"

LEVEL P6_ 53' - 2"

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

TRAFFIC RATED GRATE, MIN. HEAVY DUTY PER ANSI A112.21.1M OR LOAD CLASS C PER DIN 19580. PROVIDE SPECIALTY ENGINNEERING.

LEVEL P4 29' - 0" LEVEL P3

DRAIN BODY TO OUTLET, REFER TO PLUMBINGLEVEL DWG'S. P2

DRAWING NAME:

A3 A4 DETAIL - EXTERIOR FACADE & ROOF TRELLIS - LOUVER TRANSITION DETAIL - EXTERIOR TRELLIS DETAIL - LOUVER TRANSITION FACADE & ROOF A3A3 A4A4 DETAIL

1' - 0" TO CL OF DRAIN

1/4" : 12"

GRATE COLLAR / SEAT MINIMUM HEAVY DUTY PER ANSI A112.21.1M OR LOAD CLASS C PER DIN 19580. PROVIDE SPECIALTY ENGINNEERING. LEVEL P3

1/4" : 12"

WATERSTOP PER MANUF. SPECS.

7" 3

3' - 0" 2' - 0"

NOTE: WATERPROOF MEMBRANE MINIMUM 1/4" =1'-0" SLOPE

CSP MF Communities I, LLC 3310 Mary Street, #302 Miami, Florida 33133

FUTURE DEVELOPMENT UNDER SEPARATE PERMIT

9' - 8"

CONC. SLAB, REFER TO STRUCTURAL DWG'S.

INSTALL PER PRODUCT APPROVAL AND MANUFACTURER'S GUIDELINES & RECOMMENDATIONS ALL DRAIN COMPONENTS TO BE FROM THE SAME MANUFACTURER

PERMIT SET

DETAIL - LOUVER TRANSITION

BREEZE-BLOCK CMU AS SPECIFIED

(+ 9.00 NGVD 1' )- 9" F.F.E.

DESCRIPTION

OWNER: Terra Group 3310 Mary Street, #302 PARKING Miami, P501 Florida 33133

9' - 8"

9" 3

A-803

PT CONCRETE SLABS. REFER TO STRUCTURE

PAINT BLACK (TYP). NEEDS TO BE ELASTOMERIC PAINT WHEN ON EXPOSED CMU.

23' - 6"

9' - 3"

ISSUE #

POSITIVE POSITIVE

DETAIL - EXTERIOR FACADE & ROOF TRELLIS

LEVEL P7_ 62' - 10"

DRIVEWAY

LEVEL P5 LEVEL P4 38' - 8" 29' - 0"

9' - 8"

VAPOR BARRIER/15 MILS.

POSITIVE

9' - 8"

VAPOR BARRIER/15 MILS.

77' - 4"

9' - 8" TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PROJECT NUMBER: PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING 10-010088 CODES AND MINIMUM APPLICABLE FIRESAFETY STANDARDS AS DETERMINED BY THE CITY OF MIAMI IN ACCORDANCE WITH CHAPTER 110 OF THE FLORIDA BUILDING TO THE OF MY 533 KNOWLEDGE, BELIEF, AND STATUTES. PROFESSIONAL JUDGEMENT, THESE CODE, ANDBEST CHAPTERS & 633 OF THE FLORIDA PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING ARE THE OFDETERMINED BY ALLCODES DESIGNS INDICATED THESE DRAWINGS PROPERTYAS AND MINIMUMINAPPLICABLE FIRESAFETY STANDARDS ARQUITECTONICA INTERNATIONAL ALL COPYRIGHTS RESERVED. CORP. WITH NO THE CITY OF MIAMI IN ACCORDANCE CHAPTER 110 OF THE FLORIDA BUILDING ORFLORIDA ELECTRONIC MANIPULATION COPIES, CODE,TRANSMISSIONS, AND CHAPTERSREPRODUCTIONS 533 & 633 OF THE STATUTES. OF ANY PORTION OF THESE DRAWINGS IN WHOLE OR IN PART ARE TO BE MADE EXPRESSINWRITTEN PERMISSION OFTHE ARQUITECTONICA ALLWITHOUT DESIGNSTHE INDICATED THESE DRAWINGS ARE PROPERTY OF INTERNATIONAL CORPINTERNATIONAL CORP. ALL COPYRIGHTS RESERVED. NO ARQUITECTONICA COPIES, TRANSMISSIONS, REPRODUCTIONS OR ELECTRONIC MANIPULATION ISSUE # PORTION OF THESE DESCRIPTION DRAWINGS IN WHOLE OR IN PART DATE ARE TO BE OF ANY MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF ARQUITECTONICA INTERNATIONAL CORP

POSITIVE

VARIES- SEE WALL SECTIONS

LEVEL P8 72' - 6"

PROJECT ADDRESS: 3820 NW 11th St Miami, FL 33125

9' - 8"

PROJECT NUMBER: 10-010088

1/4" : 12"

CONCRETE SEALER (TYP). CONCRETE SEALER (TYP).

TYPICAL LEVEL

PARKING P701

CONCRETE SEALER (TYP).

SCREW (2" EMBEDMENT) EMBED SCREW IN SEALANT

CENTRO CITY - BUILDING B

9' - 8"

POSITIVE

STEEL SUPPORT ANGLE. PROVIDE DELEGATED ENGINEERING (TYP). STEEL SUPPORT ANGLE. PROVIDESTEEL DELEGATED SUPPORT ANGLE. ENGINEERING (TYP). PROVIDE DELEGATED ENGINEERING (TYP).

TYPICAL LEVEL TYPICAL LEVEL VARIES- SEE WALL SECTIONS VARIES- SEE WALL SECTIONS

LEVEL P9-ROOF_ 82' - 2"

9' - 8"

CONCRETE SEALER (TYP).

CONC. SLAB, REFER TO STRUCTURAL DWG'S.

10"

3' - 0"

SEAL/SIGNATURE/DATE: OFFICE REGISTRATION: # AA C000465

WEEP & ALUMINUM- Z FLASHING TO REGLET IN CONCRETE WALLS. PAINT MATCH CMU. WEEPTO & ALUMINUM -Z FLASHING TO REGLET IN CONCRETE WALLS. CONCRETE PAINT TO SEALER MATCH(TYP). CMU.

VEHICULAR TRAFFIC COATING

GARAGE FACADE DETAILS

ARCHITECTURAL SPLIT FACE CONCRETEECHELON 4201 OR 2APPROVED EQUAL 2

P1 16' - 4" ELEV. BULKHEAD 100' - 10"

EXTERIOR

LEVEL P6LEVEL P5 48' - 4" 38' - 8"

SHEET ISSUE DATE: 11/24/2021

A-303

P2 26' - 8"

TRELLIS 91' - 10"

9' - 8"

3' - 8"

3' - 8" 3' - 8"

CONCRETE CEALER, REFER TO WATER PROOFING DIAGRAMS.

96' - 0"

4" MIN. 4" MIN.

SEAL/SIGNATURE/DATE: OFFICE REGISTRATION: # AA C000465

AREA DRAIN REFER TO PLUMBING DWG'S.

TYP.

LEVEL P3 19' - 4"

P3 28' - 8"

9' - 5"

2" 2"

CONCRETE VEHICULAR BARRIER WALL- REFER TO STRUCUTRAL (TYP). CONCRETE VEHICULAR BARRIER WALL- REFER TO STRUCUTRAL (TYP).

(TYP).

3' - 8"

4' - 3"

3' - 8"

CONCRETE VEHICULAR BARRIER WALL- REFER TO STRUCUTRAL (TYP). CONCRETE VEHICULAR BARRIER WALL- REFER TO STRUCUTRAL CONCRETE VEHICULAR BARRIER (TYP). WALL- REFER TO STRUCUTRAL

PRECAST CONCRETE WHEEL STOP; NEUTRAL GREY INTEGRAL COLOR

1/4" : 12"

P4 28' - 8"

LEVEL P748' - 4" 58' - 0"

ANCHOR CLIP.

1' - 5"

A-803

ARCHITECTURAL SPLIT-FACE CONCRETE- ECHELON 4201 OR APPROVED EQUAL

9' - 1"

PAINT FACE OF CONCRETE CRASH WALL BLACK (TYP). PAINT FACE OF CONCRETE CRASH WALL BLACK (TYP).

1/4" : 12"

A-310

P5 28' - 8"

LEVEL P6

DRAWING NAME:

1 1/2" = 1'-0"

LEVEL P2_ 14' - 6"

A6 A-510

4' - 3"

+77'-4"

1' - 6"

LEVEL P7 58' - 0"

1" = 1'-0"

"GENERIC" ELASTOMERIC PAINT

PAINT FACE OF CONCRETE CRASH WALL BLACK (TYP).

SHEET ISSUE DATE: 11/24/2021

TRELLIS DETAIL- ROOFTOP (TYP).

FTOP (TYP). A2 TRELLIS DETAIL- ROOFTOP (TYP). 1 1/2" = 1'-0"

BREEZE-BLOCK CMU AS SPECIFIED

7" 6"

LEVEL 9- ROOFTOP PARKING

MIN.

4' - 8"

3" INTEGRAL SLOPED TOPPING

ENGINEERING (TYP). VEHICULAR TRAFFIC COATING SYSTEM.

A-301

E5 DETAIL - BOLLARDS

MASONRY CORRUGATED WALL TIE (TYP). "GENERIC" ELASTOMERIC PAINT

POSITIVE

PROVIDE DELEGATED ENGINEERING FOR GARAGE PROVIDE DELEGATED SCREEN ENGINEERING FORSYSTEM GARAGEAND LOUVERS. SCREEN PROVIDE SYSTEM AND DELEGATED LOUVERS. ENGINEERING FOR GARAGE SCREEN SYSTEM AND LOUVERS. ALUMINUM FACADE LOUVER

2" TYP.

9' - 8"

1/4" : 12"

4 1/2"

"GENERIC" ELASTOMERIC PAINT PAINT FACE OF CONCRETE "GENERIC" ELASTOMERIC PAINT CRASH WALL BLACK (TYP).

VEHICULAR TRAFFIC COATING SYSTEM. VEHICULAR TRAFFIC COATING SYSTEM. 1/4" : 12"

BIM 360://1001.010307.000-0120 Central Shopping Plaza/010307_CSP_Phase 1_Bldg B_DD_R19.rvt

A6 A-510

PT CONCRETE SLABS. REFER TO STRUCTURE

9' - 8"

1/4" : 12"

MASONRY CORRUGATED WALL TIE (TYP).

9' - 8"

82' -2"

STEEL SUPPORT ANGLE. PROVIDE DELEGATED STEEL SUPPORT ANGLE. ENGINEERING (TYP).DELEGATED PROVIDE

PARKING P901

LEVEL P8 67' - 8"

PAINT FACE OF CONCRETE CRASH WALL BLACK (TYP).

ALUMINUMSUPPORT FACADEFRAME. LOUVER SUPPORT FRAME. ALUMINUM FACADE LOUVER SUPPORT FRAME. ALUMINUM LOUVER SYSTEM 50% MIN. FREE AREA. PROVIDE ALUMINUMPRODUCT LOUVER APPROVAL. SYSTEM POSITIVE 50% MIN. FREE AREA. PROVIDE ALUMINUM LOUVER SYSTEM PRODUCT APPROVAL. POSITIVE 50% MIN. FREE AREA. PROVIDE PRODUCT APPROVAL. "GENERIC" ELASTOMERIC PAINT POSITIVE

LEVEL 9- ROOFTOP PARKING LEVEL 9- ROOFTOP PARKING +77'-4" +77'-4"

LEVEL 9- ROOFTOP PARKING LEVEL 9- ROOFTOP PARKING 82' -2" 82' -2"

LEVEL 9- ROOFTOP PARKING

LEVEL P3_ 24' - 2"

CAST IN-SITU CONCRETE CRASH WALLS TO PERIMETER OF SLABS. REFER TO STRUCTURE

1/4" : 12"

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

5" 1/2"

4' - 3"

3' - 8" 4' -3'8"- 8"

3' - 8" 82' -2"

1/4" : 12"

3" INTEGRAL SLOPED TOPPING

4' - 8" LEVEL 9- ROOFTOP PARKING

3" INTEGRAL SLOPED TOPPING

SYSTEM.

3" INTEGRAL SLOPED TOPPING

VEHICULAR TRAFFIC COATING SYSTEM.

LEVEL P4 VEHICULAR TRAFFIC COATING 29' -SYSTEM. 0" VEHICULAR TRAFFIC COATING

1/4" : 12"

1' - 0"

CONCRETE VEHICULAR BARRIER WALL- REFER TO STRUCUTRAL (TYP). CONCRETE VEHICULAR BARRIER WALL- REFER TO STRUCUTRAL CONCRETE VEHICULAR BARRIER (TYP). WALL- REFER TO STRUCUTRAL (TYP).

9' - 8"

1' - 0" 5" 1/2" 1/2" ALUMINUM FACADE LOUVER

38' - 8" LEVEL 9- ROOFTOP PARKING 1/4" : 12" 82' -2"

3" INTEGRAL SLOPED TOPPING

9' - 8"

VEHICULAR TRAFFIC COATING SYSTEM.

3" INTEGRAL SLOPED TOPPING

TYP. 9' - 8"

C4 A-510

PT CONCRETE SLABS. REFER TO STRUCTURE

TYP.

28' - 8"

INTERIOR

1 1/2" = 1'-0"

SUPPORT FRAME. ALUMINUM FACADE LOUVER SUPPORT FRAME. ALUMINUM FACADE LOUVER SUPPORT FRAME. ALUMINUM LOUVER SYSTEM 50% MIN. FREE AREA. PROVIDE POSITIVE ALUMINUM LOUVER SYSTEM - APPROVAL. PRODUCT 50% MIN. FREE AREA. PROVIDE POSITIVE ALUMINUM LOUVER SYSTEM PRODUCT APPROVAL. 50% MIN. FREE AREA. PROVIDE PAINT "GENERIC" ELASTOMERIC POSITIVE PRODUCT APPROVAL. "GENERIC" ELASTOMERIC PAINT PAINT FACE OF CONCRETE CRASH WALL BLACKPAINT (TYP). "GENERIC" ELASTOMERIC PAINT FACE OF CONCRETE CRASH WALL BLACK (TYP). PAINT FACE OF CONCRETE CRASH WALL BLACK (TYP).

STEEL SUPPORT ANGLE. PROVIDE DELEGATED ENGINEERING (TYP).

A4 A-310

P7 26' - 8"

PA 17' - 8"

SEE CIVIL FOR BASE

P8 16' - 4"

PB 28' - 8"

LEVEL P8 67' - 8"

1 1/2" = 1'-0"

INTERIOR DESIGNER: ARQ Interiors 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

LEVEL P4_ 33' - 10"

C4 A-510

1 1/2" = 1'-0"

LANDSCAPE ARCHITECT: ARQ Geo 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

TYP.

1 A-310

LEVEL P9- ROOF 77' - 4"

- LOUVER CONNECTION DETAILDETAIL - LOUVER CONNECTION DETAIL - LOUVER CONNECTION

MIN.

8'-0" H.P. OF TOPPING SLAB

9' - 8"

TYP.

C4 C4C4

PC 28' - 8" SLOPE CONCRETE BASE

FINISH GRADE / CONCRETE

A-302

POSITIVE

MEP ENGINEER: MG Engineering 2800 Biscayne Boulevard Miami, FL 33137 Tel: 305 755 3833

A4 A-510

POSITIVE

VARIES- SEE WALL SECTIONS

STEEL PASE PLATE - PAINT YELLOW

TRELLIS 91' - 10"

BIM 360://1001.010307.000-0120 Central Shopping Plaza/010307_CSP_Phase 1_Bldg B_DD_R19.rvt

STRUCTURAL ENGINEER: DeSimone Consulting Engineers 800 Brickell Avenue, 6th Floor Miami, FL 33131 Tel: 305 441 0755

LEVEL P8 67' - 8"

POSITIVE

LEVEL P9- ROOF 77' - 4"

A4 A-510

4 1/2"

MIN.

4'-8" MAX. (VARIES- SEE WALL SECTION)

CIVIL ENGINEER: HSQ Group, Inc. 5951 NW 173rd Drive, Suite 4 Miami, FL 33015 Tel: 786 534 3621

LEVEL P8 72' - 6"

1/2" 5"

4' - 3"

8' - 0"

12'-10" H.P. OF TOPPING SLAB

9' - 8"

8' - 1" 9' - 11"

LEVEL P8 72' - 6"

POSITIVE

1/2"

ALUMINUM LOUVER SYSTEM - 50% MIN. FREE AREA PROVIDE PRODUCT APPROVAL

CAST IN-SITU CONCRETE CRASH WALLS TO PERIMETER OF SLABS. REFER TO STRUCTURE

1/2"

B1 A-305

3 28' - 8"

BREEZE-BLOCK CMU AS SPECIFIED BREEZE-BLOCK CMU AS SPECIFIED

STEEL SUPPORT ANGLE. PROVIDE DELEGATED STEEL SUPPORT ANGLE. ENGINEERING (TYP).DELEGATED PROVIDE STEEL SUPPORT ANGLE. ENGINEERING (TYP). PROVIDE DELEGATED ENGINEERING (TYP).

VARIES- SEE WALL SECTIONS VARIESSEE WALL SECTIONS TYPICAL LEVEL 1' - 0" 1' - 0" CSP MF Communities I, LLC 3310 Mary Street, #302 0" 5" 4 1/2" 1' -5" 2" 4 1/2" Miami, Florida 33133

B1 A-304

PE 17' - 8"

CONCRETE SEALER (TYP). CONCRETE SEALER (TYP).

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

REFER TO STRUCTURAL DWGS FOR COLUMN.

PF ELEV. BULKHEAD 100' - 10"

CONCRETE SEALER (TYP).

OWNER: Terra Group 3310 Mary Street, #302 Miami, Florida 33133

PRIMARY STEEL SUPPORT. PRIMARY STEEL SUPPORT. PROVIDE DELEGATED PROVIDE DELEGATED ENGINEERING. ENGINEERING. PRIMARY STEEL SUPPORT. PROVIDE DELEGATED ENGINEERING. REFER TO STRUCTURAL DWGS REFER TO STRUCTURAL DWGS FOR COLUMN. FOR COLUMN.

MEP ENGINEER: ENGINEER: MGMEP Engineering 2800 Boulevard MGBiscayne Engineering Miami, 33137 Boulevard 2800FLBiscayne Tel:Miami, 305 755 FL3833 33137 Tel: 305 755 3833 LANDSCAPE ARCHITECT: Geo ARQ LANDSCAPE ARCHITECT: 2900 Oak Avenue Geo ARQ Miami, Florida 33133 2900 Oak Avenue Tel: 305 372 1812 Miami, Florida 33133 Tel: 305 372 1812 INTERIOR DESIGNER: ARQ Interiors DESIGNER: INTERIOR 2900 Oak Avenue ARQ Florida Interiors33133 Miami, Oak1812 Avenue Tel:2900 305 372 Miami, Florida 33133 Tel: 305 372 1812

ALUMINUM TRELLIS FINS.

2' - 4"

6" STEEL PIPE FILLED WITH CONCRETE. PAINT YELLOW, TWO COATS

LEVEL P9- ROOF 77' - 4" ( 84.58 NGVD )

2' - 4"

PROVIDE DELEGATED ENGINEERING FOR GARAGE PROVIDE DELEGATED SCREEN SYSTEM AND ENGINEERING FOR GARAGE LOUVERS. SCREEN SYSTEM AND LOUVERS.

CONCRETE VEHICULAR BARRIER WALL- REFER TO STRUCUTRAL CONCRETE VEHICULAR BARRIER (TYP). WALL- REFER TO STRUCUTRAL CONCRETE (TYP). VEHICULAR BARRIER WALL- REFER TO STRUCUTRAL (TYP).

TYPICAL LEVEL TYPICAL LEVEL

3" INTEGRAL SLOPED TOPPING

9' - 8"

ALUMINUM TRELLIS FINS. ALUMINUM TRELLIS SUPPORT ALUMINUM TRELLIS SUPPORT FRAME. ALUMINUM TRELLIS FINS. FRAME. ALUMINUM TRELLIS SUPPORT FRAME.

2' - 4"

LEVEL P9-ROOF_ 82' - 2"

ALUMINUM TRELLIS FINS. ALUMINUM TRELLIS FINS.

CENTRO CITY - BUILDING B

ALUMINUM TRELLIS FINS.

ALIGN

PAINT: ELASTOMERIC PAINT: ELASTOMERIC NEED TO SELECT A COLOR THAT MATCHES NEED TO SELECT A COLOR THAT MATCHES PAINT: ELASTOMERIC COLOR OF THE LOUVER COLORAOF THE LOUVER NEED TO SELECT SYSTEM SYSTEM COLOR THAT MATCHES COLOR OF THE LOUVER PROJECT ADDRESS: SYSTEM 3820 NW 11th St Miami, FL 33125

STRUCTURAL COLUMN

LEVEL P-MECH HIGH ROOF 85' - 4"

FRAME. ALUMINUM TRELLIS SUPPORT FRAME.

ALIGN

TYP.

ALIGN

5' - 1"

+91'-10" A.F.F.

5' - 1"

TRELLIS 91' - 10"

A3 A-510

5' - 1"

+91'-10" A.F.F. TOP OF TRELLIS

TRELLIS 91' - 10"

PRIMARY STEEL SUPPORT. PROVIDE DELEGATED PRIMARY STEEL SUPPORT. ENGINEERING. PROVIDE DELEGATED PRIMARY STEEL SUPPORT. ENGINEERING. PROVIDE DELEGATED ALUMINUMENGINEERING. TRELLIS SUPPORT FRAME. ALUMINUM TRELLIS SUPPORT

TOP OF TRELLIS

+91'-10" A.F.F.

4201 OR APPROVED EQUAL

CRASH WALL BLACK (TYP).

4' - 3"

TOP OF TRELLIS

LEVEL P-MECH CONCRETE HIGH ROOFCAP, PAINT YELLOW

6" STEEL PIPE FILLED WITH CONCRETE. PAINT YELLOW, TWO COATS A

STRUCTURAL ENGINEER: STRUCTURAL ENGINEER: DeSimone Consulting Engineers 800DeSimone Brickell Avenue, 6thEngineers Floor Consulting Miami, FL 33131 800 Brickell Avenue, 6th Floor Tel:Miami, 305 441 FL 0755 33131 Tel: 305 441 0755

REINF. ARCHITECTURAL SPLIT FACE CONCRETE - ECHELONSPLIT REINF. ARCHITECTURAL 4201 ORCONCRETE APPROVED EQUAL FACE - ECHELON

PAINT FACE OF CONCRETE "GENERIC" ELASTOMERIC PAINT CRASH WALL BLACK (TYP). PAINT FACE OF CONCRETE CRASH WALL BLACK (TYP). PAINT FACE OF CONCRETE

4' - 3"

PROVIDE DELEGATED ENGINEERING FOR GARAGE SCREEN SYSTEM AND PROVIDE DELEGATED ENGINEERING FOR GARAGE LOUVERS. PROVIDE DELEGATED SCREEN SYSTEM AND ENGINEERING FOR GARAGE LOUVERS. SCREEN SYSTEM AND LOUVERS.

ALUMINUM TRELLIS

TOP OF FRAME

REFER TO STRUCTURAL DWGS FOR COLUMN.

50% MIN. LOUVER FREE AREA. PROVIDE ALUMINUM SYSTEM PRODUCT APPROVAL. 50% MIN. FREE AREA. PROVIDE PRODUCT APPROVAL. 1 "GENERIC" ELASTOMERIC PAINT "GENERIC" ELASTOMERIC PAINT

PAINT: ELASTOMERIC NEED TO SELECT A PAINT: ELASTOMERIC COLOR THAT MATCHES NEED TO SELECT A COLOR OF PAINT: THE LOUVER ELASTOMERIC COLOR THAT MATCHES SYSTEM NEED TO SELECT A COLOR OF THE LOUVER COLOR THAT MATCHES SYSTEM COLOR OF THE LOUVER SYSTEM

PRIMARY STEEL SUPPORT. PROVIDE DELEGATED ENGINEERING.

TOP OF FRAME

REFER TO STRUCTURAL DWGS FOR COLUMN.

POSITIVE POSITIVE

4'-8" MAX. (VARIES- SEE WALL SECTION)

ALUMINUM SUPPORT FACADE FRAME. LOUVER SUPPORT FRAME. ALUMINUM LOUVER SYSTEM 50% MIN. FREE AREA. PROVIDE PRODUCT APPROVAL. ALUMINUM LOUVER SYSTEM -

POSITIVE

CIVIL ENGINEER: CIVIL ENGINEER: HSQ Group, Inc. HSQ Group, 5951 NW 173rdInc. Drive, Suite 4 5951FLNW 173rd Drive, Suite 4 Miami, 33015 FL 3621 33015 Tel:Miami, 786 534 Tel: 786 534 3621

ALUMINUM LOUVER SYSTEM ALUMINUM SYSTEM 50% MIN. FREELOUVER AREA. PROVIDE 50% MIN.APPROVAL. FREE AREA. PROVIDE PRODUCT PRODUCT APPROVAL.

ALUMINUM FACADE LOUVER

TOP OF TRELLIS TOP OF TRELLIS +91'-10" A.F.F. +91'-10" A.F.F.

4'-8" MAX. (VARIES- SEE WALL SECTION)

9' - 0"

PRIMARY STEEL SUPPORT. PROVIDE DELEGATED ENGINEERING.

+91'-10" A.F.F.

2' - 0"

TOP OF TRELLIS

2' - 4"

2' - 0" 2' - 0"

ELEV. BULKHEAD 100' - 10"

2' - 4"

VARIES- SEE ELEVATIONS

1/2"

VARIES- SEE ELEVATIONS VARIES- SEE ELEVATIONS

ALUMINUM TRELLIS SUPPORT FRAME.

ELEV. BULKHEAD 100' - 10"

1/2"

VARIES- SEE PLANS AND SECTIONS

ALUMINUM TRELLIS FINS.

TOP OF FRAME

ALUMINUM TRELLIS SUPPORT FRAME.

PROVIDE DELEGATED ENGINEERING FOR GARAGE SCREEN SYSTEM AND PROVIDE DELEGATED LOUVERS. PROVIDE DELEGATEDFOR GARAGE ENGINEERING ENGINEERING GARAGE SCREENFOR SYSTEM AND 5 SCREENLOUVERS. SYSTEM AND LOUVERS.

VARIES- SEE PLANS AND SECTIONS VARIES- SEE PLANS AND SECTIONS

ALUMINUM TRELLIS FINS.

PROVIDE DELEGATED ENGINEERING FOR GARAGE SCREEN SYSTEM AND LOUVERS. PROVIDE DELEGATED PROVIDE DELEGATED ENGINEERING FOR GARAGE ENGINEERING FOR GARAGE SCREEN SYSTEM AND SCREEN SYSTEM AND LOUVERS. ALUMINUM FACADE LOUVER LOUVERS. SUPPORT FRAME.

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

1/8" = 1'-0"

2900 Oak Avenue 2900Florida Oak Avenue Miami, 33133 Miami, Florida 305.372.1812 TEL 33133 305.372.1812 305.372.1175 FAXTEL 305.372.1175 FAX www.arquitectonica.com www.arquitectonica.com

DRAWING

4 1/2"

SEE CIVIL

1/8" = 1'-0" SHEET ISS

1' - 0" 5" 1/2"

23' - 6"

1" = 50'-0"

BIM 360://1001.010307.000-0120 Central Shopping Plaza/010307_CSP_Phase 1_Bldg B_DD_R19.rvt

PROJECT SITE PLAN

PAINT: ELASTOMERIC NEED TO SELECT A COLOR THAT MATCHES PAINT: ELASTOMERIC COLOR OF THE LOUVER PAINT: ELASTOMERIC NEED TO SELECT A SYSTEM A NEED TO SELECTCOLOR THAT MATCHES COLOR THAT MATCHES COLOR OF THE LOUVER 1 COLOR OF THE LOUVER SYSTEM SYSTEM

11/24/2021 7:00:03 PM

+91'-10" A.F.F.

11/24/2021 7:00:03 PM

TOP OF TRELLIS

F 1

FIRST LAYER PROPERTY LINE

NW 11TH ST F

S 89° 50' 33" W 1253.58'

A-302

A-301

A-302

A-301

A-201 A-203 A-204 A-205

A-303

HEATER

S104B

6 S P AC E S

5 S P AC E S

1 1 S P AC E S

5 S P AC E S 6 S P AC E S

7 S P AC E S

5 S P AC E S

S101C

6' - 7" (+ 7.20 NGVD)

ANCHOR PER PRODUCT (+ S108 7.00' NGVD) APPROVAL AND/OR DELEGATED ENGINEERING.

R100E (+ 7.00' NGVD)

(+ 7.20 NGVD)

48' - 3 1/4"

(+ 7.20' NGVD) S200

A-302

A-301

(+ 7.20' NGVD)

26' - 0"

(+ 7.50' NGVD)

32' - 0"

22' - 8"

24' - 0"

12' - 4"

32' - 0"

A-303

26' - 0"

83' - 0"

32' - 0"

1/4" / 12"

'MATCHLINE' SEE DET. A2/-109B A

1/4" / 12"

1/4" / 12" 3/8" / 12"

99' - 5"

3/8" / 12"

1/4" / 12"

18' - 3"

1/4" / 12"

3/8" / 12"

1/4" / 12"

3/8" / 12"

1/4" / 12"

3/8" / 12"

3/8" / 12" 3/8" / 12"

3/8" / 12"

1/4" / 12"

3/8" / 12"

1/4" / 12"

3/8" / 12" 3/8" / 12"

98' - 5"

1/4" / 12"

1/4" / 12" 1/4" / 12" 1/4" / 12"

1/4" / 12"

9" 8' - 0"

1/4" / 12"

9' - 0"

1/4" / 12"

8' - 5"

1/4" / 12"

S902

ELEV E102B

1/4" / 12"

57' - 4"

ELEV. CNTRL S902

ELEV E101B

1/4" / 12"

68' - 5"

1/4" / 12"

63' - 8"

1/4" / 12"

68' - 5"

1/4" / 12"

1/4" / 12" 1/4" / 12"

1/4" / 12"

1/4" / 12" 57' - 4"

1/4" / 12"

8' - 7"

1/4" / 12"

54' - 7"

8' - 9"

64' - 1"

1/4" / 12"

8' - 9"

1/4" / 12"

8' - 9"

1/4" / 12"

65' - 1"

59' - 7"

A1 A-304

A-302

22' - 8"

24' - 0"

A-301

A-201 A-206 A-207 A-208

24' - 0"

12' - 4"

32' - 0"

26' - 0"

A-303

83' - 0"

32' - 0"

26' - 0"

10' - 0"

'MATCHLINE' SEE DET. B2/-203 A

10' - 0" 2' - 4"

11' - 8" P5.4

LEVEL 8 70' - 0"

EP-05

LEVEL 7 60' - 4"

P6.2R

17' - 6 3/4"

7' - 3 3/4"

P5.4S L102

UNIT TYPE L

S.1

R223

LEVEL 5 41' - 0"

LEVEL 4 31' - 4"

LAUNDRY U-L102

R223B

A/C R223B

L103

LAUNDRY U-L102

LEVEL 3 21' - 8"

P6.2R P5.4

BEDROOM U-L103 CLOSET U-L104

7' - 8" A.T.O.S. CL-1

EP-07

9' - 8"

A/C R223B

9' - 8"

P5.4

FHA "TYPE B"

CLOSET U-L104

BEDROOM U-L103

L104

A.1

LEVEL 1 0' - 0"

P3.4

MATERIAL LEGEND TAG

DESCRIPTION

D3 UNIT TYPE L FHA LAYOUT

DATE

1/4" = 1'-0"

24' - 0"

DOOR SCHEDULE - UNIT L

WALLS

NO.

A-302

4 22' - 8"

U- L102 U-L103 U- L104 U-L105 U-L106 U- L107 U-L108 U- L109

NAME

WALLS FINISH

LAUNDRY BEDROOM CLOSET MASTER BEDROOM

12' - 4" MASTER BATHROOM CLOSET LIVING ROOM KITCHEN

REFER TO ID REFER TO ID REFER TO ID REFER TO ID REFER TO ID 32' - 0" REFER TO ID REFER TO ID REFER TO ID

N P- 02 P-02 P- 02 P-02 P-02 P- 02 P-02 P- 02

S P- 02 P-02 P- 02 P-02 02PP- 02 P-02 P- 02

E P- 02 P-02 P- 02 P-02 PT-01/P-02 P- 02 P-02 P- 02

W P- 02 P-02 P- 02 P-02 PT-01/P-02 26' - 0" P- 02 P-02 P- 02

FLOOR LVT- 01 LVT-01 LVT- 01 LVT-01 PT-02 LVT- 01 LVT-01 LVT- 01

BASE

CEILING

REMARKS

No.

A-301

WB- 01 P- 02 WB-01 P-02 WB- 01 P- 02 WB-01 P-02 PTB-01 P-02 WB- 01 P- 02 WB-01 P-02 WB- 01 P- 02

L101 L102 L103 L104 L105 L106 L107 LEVEL REF

83' - 0"

DOOR WIDTH

D1 MATERIAL DOOR

TYPE F F F H F F F

A-303

WD WD WD WD WD WD WD

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

A1 HEIGHT

FRAME FRAME MATERIAL

THK

A-303

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8"

1 3/8" 1 3/8" 1 3/8" 1 3/8"

32' - 0"1 3/8" 1 3/8" 1 3/8"

WD WD WD WD WD WD WD

DEPTH FIN

4 7/8" 4 7/8" 4 7/8"

HRDW SET

COMMENTS

PAINT UI-03 PAINT UI-02 PAINT UI-01 PAINT UI- 04 PAINT UI-01 26' - 0" PAINT UI-02 PAINT UI-03

4 7/8" 4 7/8" 4 7/8"

SLIDING DOOR HARDWARE

LEVEL MECH HIGH ROOF 91' - 8"

2' - 4"

24' - 0"

SW COLOR WHITE PAINT - TBD SW COLOR: GRAY PAINT - TBD SW COLOR GRAY PAINT - TBD, RAKED SW 7019 - GAUNTLET GRAY SW 7017 - DORIAN GRAY SW 7015 - REPOSE GRAY SW 6628 - ROBUST ORANGE SW 6620 - JALAPENO SW 7599 - BRICK PAVER SW 6358 - CREAMERY SW 6359 - SOCIABLE SW 9011 - SUN BLEACHED OCHRE STONE MATERIAL

EP-03 EP-04 EP-05 EP-06 EP-07 EP-08 EP-09 EP-10 EP-11 ST-01

1/4" = 1'-0"

UNIT TYPE L FINISH SCHEDULE

D1 A-301

3 32' - 0"

PAINT SELECTION

EP-01 EP-02 EP-02A

D5 UNIT TYPE L CONSTRUCTION PLAN

1/4" = 1'-0"

LEVEL 2 12' - 0"

EP-05

ST-01

9' - 0" A.T.O.S. SK-1

NORTH ELEVATION OVERALL 11

D1 UNIT TYPE L RCP

LEVEL 6 50' - 8"

9' - 8"

L101

84' - 0"

R223A

LIVING ROOM U-L108

R223

LIVING ROOM U-L108 12' - 7 3/4"

UNIT TYPE L

KITCHEN U-L109

9' - 0" A.T.O.S. SK-1

KITCHEN U-L109

9' - 8"

GL-01

ALL DESIGNS INDICATE ARQUITECTONICA INTER COPIES, TRANSMISSION 3/32" = 1'- 0" OF ANY PORTION OF TH MADE WITHOUT THE EX INTERNATIONAL CORP

A.1

9' - 8" P5.4

L105

P5.4

7' - 8" A.T.O.S. CL-1

+/- 6"

EP-07

9' - 8"

P5.4

4' - 1"

L106

14' - 11 3/4"

EQ EQ

MASTER BEDROOM U-L105

P5.4

L107

MASTER BATHROOM U-L106

LEVEL 9- ROOF 81' - 8"

8' - 1"

8' - 4 1/4"

P6.6R

LAUNDRY U-L102

7' - 8" A.T.O.S. CL-1

TO THE BEST OF MY KN PLANS AND SPECIFICA CODES AND MINIMUM THE CITY OF MIAMI IN A CODE, AND CHAPTERS

LEVEL MECH HIGH ROOF 91' - 8"

10' - 0"

11' - 8"

R223

12' - 10 1/4"

P5.6S

A/C R223B

PROJECT NUMBER: 10-010307

18 EQ. RISERS

LEVEL 9- ROOF 81' - 8" EP-04

PAINTED STUCCO EXTERNAL WALL SYSTEM C

11' - 8"

9' - 8"

MASTER BATHROOM U-L106

CLEAR HEAD HEIGHT

6' - 8"

9' - 8" ALUMINIUM VERTICAL GUARDRAIL TO BALCONY

POOL DECK, EDGE DETAIL

9' - 8" 9' - 8"

EXTERIOR DETAILS

LEVEL 5 41' - 0"

9' - 8"

1 1/2" = 1'-0"

9' - 8"

LEVEL 4 31' - 4"

INSTALL PER PRODUCT APPROVAL AND DELEGATED ENGINEERING.

LEVEL 3 21' - 8" B

IMPACT GLASS AND ALUMINUM OPERABLE WINDOW SET IN WINDOW WALL OPENING. PROVIDE PRODUCT APPROVAL.

STONE SILL CAP

LEVEL 2 12' - 0"

EP-04

12' - 0"

+/- 3 3/4"

PAINTED STUCCO EXTERNAL WALL SYSTEM

9' - 8"

1 1/2" MIN.

18 EQ. RISERS

9' - 8"

LEVEL 6 50' - 8"

6' - 8"

EP-06

84' - 0"

9' - 8"

DRAWING NAME:

LEVEL 6 50' - 8"

45' - 10"

LEVEL 7 60' - 4"

SHEET ISSUE DATE: 01/17/2022

18 EQ. RISERS

6' - 8" M1.8

CLEAR HEAD HEIGHT

6' - 8"

5' - 10 1/2" CLOSET U-L107

11' - 9"

1 1/2"

LEVEL 7 60' - 4"

55' - 6"

CLEAR HEAD HEIGHT

6' - 8"

P6.2R

6' - 0 3/4"

MASTER BEDROOM U-L105

LEVEL 8 70' - 0"

TYP.

LEVEL 4 31' - 4"

12' - 6" CLOSET U-L107

VARIES(+6'-0"NGVD)

CLEAR HEAD HEIGHT

6' - 8"

CLEAR HEAD HEIGHT

INTERIOR DESIGNER: ARQ Interiors 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

65' - 2"

11' - 10 1/4" EQ

26' - 0"

XVENT, REFER TO MEP

ISSUE #

20 EQ. RISERS

6' - 8"

CLEAR HEAD HEIGHT

UNIT TYPE L

13' - 2 1/2" EQ

2 32' - 0"

LIVING ROOM U-L108

26' - 0"

1/4" = 1'-0"

3 22' - 8"

30" X 48" CLEAR FLOOR SPACE FOR PARALLEL APPROACH (TYP).

LEVEL 8 70' - 0"

1 A-302

4 24' - 0"

7' - 4"

A5 STAIR C - LEVEL 1

5 24' - 0"

48" X 56" CLEAR FLOOR SPACE AT TOILET (TYP).

ADJACENT GRADE PAVEMENT OR SIDE WALK- REFER TO PLANS.

17' - 4"

A-803

D1 A-301

6 12' - 4"

30" X 48" CLEAR FLOOR SPACE FOR FRONT APPROACH TO SHOWER (TYP)

A-803

A1 A-302

32' - 0"

PROVIDE BLOCKING/WALL REINFORCING IN WALLS FOR FUTURE GRAB BARS (TYP).

A-302

PAINTED STUCCO EXTERNAL WALL SYSTEM

REFER TO STRUCTURAL DWG. FOR FOUNDATION.

9.00 NGVD

SCUPPER SIZE PROVIDED = 8"W X 6"H (4' HEAD) EACH SCUPPER CAPACITY = 172.6 GPM 2,170 GPM/172.6 GPM =12.5 - (13) 8"W X 6"H EMERGENCY OVERFLOW SCUPPERS REQ'D PROVIDED (36) 8"W X 6"H EMERGENCY OVERFLOW SCUPPERS

'MATCHLINE' SEE DET. B2/-208 A

6' - 8"

CLEAR HEAD HEIGHT

1/4" : 12" MIN.

75' - 6 171/256"

GPM / SF = 0.0520 41,735.75 SF X 0.0520 = 2,170 GPM

7' - 8" A.T.O.S. CL-1

KITCHEN U-L109

COMPRESIBLE FILL

TOTAL ROOF DRAINAGE AREAS: (1,161 SF + 1,161 SF + 1,161 + 2,640 SF + 1,528 SF + 34084.75 ) = 41,735.75 SF

LEVEL 9- ROOF 81' - 8"

TOTAL MAIN ROOF AREA ROOF AREA = 32941 SF ADJACENT WALL AREA = 1525X1.5'= 2,287.5 SF / 2 = 1,143.75 SF TOTAL AREA = 34084.75 SF

12' - 0"

LEVEL MECH HIGH ROOF 91' - 8"

LANDSCAPE ARCHITECT: ARQ Geo 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

9' - 8"

1/4" / 12"

SINGLE-PLY ROOFING SYSTEM SYSTEM ON LWIC ROOF DECK- REFER TO STRUCTURAL

'MATCHLINE' SEE DET. B2/-207 A

A3 A-803

CLEAR HEAD HEIGHT

9' - 8" 9' - 8"

18 EQ. RISERS

9' - 8"

12' - 0"

2 BR / 2 BA S1125

A6 A-625

1/4" / 12"

CAST IN PLACE CONCRETE BALCONY

STONE CLADDING

9' - 8"

1 BR / 1 BA S1123

57' - 4"

1/4" / 12"

A-301

32' - 0"

26' - 0"

8' - 1"

1/4" = 1'-0"

81' - 8"

LEVEL 5 41' - 0"

(+9'-0"NGVD)

A5 STAIR C - LEVEL C5 1

A-803

STRUCTURAL ENGINEER: DeSimone Consulting Engineers 800 Brickell Avenue, 6th Floor Miami, FL 33131 Tel: 305 441 0755

2 BR / 2 BA R524

1/4" / 12"

NOTE: UPPER ROOFS DRAIN TO WEST ROOF DECK

9' - 0" A.T.O.S. SK-1

7' - 8" A.T.O.S. CL-1

A-803

PAINTED STUCCO EXTERNAL WALL SYSTEM

A3 A-803

CSP MF Communities I, LLC 3310 Mary Street, #302 Miami, Florida 33133

CIVIL ENGINEER: HSQ Group, Inc. 5951 NW 173rd Drive, Suite 4 Miami, FL 33014 Tel: 786 534 3621

1/4" / 12"

P5.4S

MASTER BATHROOM U-L106

ALUMINUM VERTICAL SEAL/SIGNATURE/DATE: GUARDRAIL TO BALCONY OFFICE REGISTRATION: # AA C000465

A1 A-803

TYP.

1 BR / 1 BA S1174

83' - 0"

MASTER BEDROOM U-L105 6

4' - 2"

17' - 4"

A-803

MEP ENGINEER: MG Engineering 2800 Biscayne Boulevard Miami, FL 33137 Tel: 305 755 3833

A4 A-510

4' - 7"

18 EQ. RISERS

9' - 8" 12' - 0"

4' - 0"

A-803

CLEAR HEAD HEIGHT

9' - 8"

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

LEVEL 6 50' - 8"

1/4" / 12"

8' - 9"

CLOSET U-L107

7' - 8" A.T.O.S. CL-1

EDGE PLANTER/LANDSCAPING REFER TO LANDSCAPE DWGS.

OWNER: Terra Group 3310 Mary Street, #302 Miami, Florida 33133

LEVEL 1 0' - 0"

SINGLE-PLY ROOFING SYSTEM SYSTEM ON LWIC ROOF DECK- REFER TO STRUCTURAL

1/4" / 12"

SECONDARY EMERGENCY DRAINAGE CALCULATIONS : STAIR A ROOF AREA = 161 SF SURFACE WALL AREA BELOW = 10'X20'=200X10' = 2000 SF/ 2 = 1000 SF TOTAL AREA = 1,161 SF STAIR B ROOF AREA = 161 SF SURFACE WALL AREA BELOW = 10'X20'=200X10'= 2000 SF/2 = 1000 SF TOTAL AREA = 1,161 SF STAIR C ROOF AREA = 161 SF SURAFCE WALL AREA BELOW = 10'X20'=200X10'=2000 SF/2 = 1000 SF 3 TOTAL AREA = 1,161 SF ELEVATOR , CONTROL ROOM & ELECTRICAL ROOM ROOF AREA =425 SF SURFACE WALL AREA BELOW = 425X10'= 4250 SF/2 = 2215 SF TOTAL AREA = 2,640 SF ELEVATOR & CONTROL ROOM ROOF AREA = 288 SF SURFACE WALL AREA BELOW = 288X10'= 2880 SF/2 = 1,440 SF TOTAL AREA = 1,528 SF

PAVER AS SELECTED BY LANDSCAPE ARCHITECT OVER MODIFIED-MORTAR BED. MINIMUM 12" X 12" X 1-1/2" PAVER ON MINIMUM 2" MORTAR BED.

A-803

9.00 NGVD

PROJECT ADDRESS: 3830 NW 11th St. Miami, FL 33125

21 EQ. RISERS

6' - 10 73/256"

2 BR / 2 BA R624

A-202

10' - 0"

1/4" / 12"

3/32" = 1'- 0"

LEVEL 2 12' - 0"

1 BR / 1 BA R611

1/4" / 12"

8' MAX ABOVE SIDE WALK

6' - 8"

9' - 8"

18 EQ. RISERS

A-803

CENTRO CITY - RESIDENTIAL BUILDING C

IMPACT RESISTANT GLASS AND ALUMINIUM WINDOWS

9' - 11"

A-301

32' - 0"

IMPACT RESISTANT ALUMINUM SLIDING DOOR SYSTEM

1/4" = 1'-0"

18 EQ. RISERS

9' - 8"

LEVEL 7 60' - 4"

D1 A-303

PROVIDE DELEGATED 3 ENGINEERING FOR ARCHITECTURAL METAL PRODUCTS AND ATTACHMENTS.

ALUMINUM GUARD RAIL PROVIDED BY DELEGATED ENGINEERING. MIN.42" A.F.F.

B5 STAIR C - LEVEL 2

LEVEL 3 21' - 8"

16' - 10"

'MATCHLINE' SEE DET. B2/-204 A

LEVEL 1 0' - 0"

2 BR / 2 BA S1278

1/4" / 12"

LEVEL 9 - ROOF PLAN

A1 A-303

11 26' - 0"

PRODUCTS AND ATTACHMENTS.

1 BR / 1 BA R711

1/4" / 12"

1/4" / 12" 1/4" / 12" 1/4" / 12"

'MATCHLINE' SEE DET. B2/-205 A

A-803

LEVEL 4 31' - 4"

26' - 6"

1/4" / 12"

340' - 0"

TOP OF RAIL (+14'-0"NGVD)

TION 2

IMPACT RESISTANT GLASS AND ALUMINIUM WINDOWS

1/4" / 12"

26' - 0"

'MATCHLINE' SEE DET. B2/-204 A

A-803

LEVEL 2 12' - 0"

18 EQ. RISERS

1/4" = 1'-0"

1/4" / 12"

60' - 2"

'MATCHLINE' SEE DET. B2/-207 A

11' - 8"

A6 A-625 LEVEL 8 70' - 0"

1/4" / 12"

26' - 0"

TAIR C - SECTION 3

36' - 2"

TYP.

61' - 11"

340' - 0"

(SEE LANDSCAPE DWGS.)

LEVEL 5 41' - 0"

2 BR / 2 BA R824

1 BR / 1 BA R811

1/2" / 12"

1/4" / 12"

(+ 7.75' NGVD) S113B

A1 A-301

LEVEL 6 50' - 8"

45' - 10"

1/4" / 12"

'MATCHLINE' SEE DET. B2/-206 A

9' - 8"

18 EQ. RISERS

9' - 8"

6' - 8"

18 EQ. RISERS

9' - 8"

A3 A-803

6' - 10 73/256"

1/4" / 12" 1/4" / 12"

A1 A-304

LEVEL 3 21' - 8"

CLEAR HEAD HEIGHT

SINGLE-PLY ROOFING SYSTEM SYSTEM ON LWIC ROOF DECK- REFER TO STRUCTURAL

A1 A-803

21 EQ. RISERS

2' - 4"

LEVEL 9- ROOF 81' - 8"

1/4" / 12"

3/32" = 1'- 0"

LEVEL 7 60' - 4"

16' - 10"

55' - 6"

1/2" / 12"

STAIR C STC-09

1/4" / 12"

B1 LEVEL 1 - (GROUND FLOOR) PLAN

- 0"

2' - 4"

TANK

1/4" / 12"

A1 B2 A-201 A-206 A-207 A-208

D DETAIL (TYP.)

D1 A-501

18 EQ. RISERS

1/4" / 12"

A-304

29' - 2 1/4"

CLEAR HEAD HEIGHT

12 2

TYP.

SINGLE-PLY ROOFING SYSTEM SYSTEM ON LWIC ROOF DECK- REFER TO STRUCTURAL

1/4" / 12"

BICYCLE STORAGE S113

WOMEN'S TOILETS R448

17' - 9 1/2"

1/4" / 12"

D1 A-304

A1 B2

NOT A PART

4 S P AC E S

8' - 11"

ELEV E102A

ELEV E101A

1/4" / 12"

S121G

MEN'S TOILETS R451

-1' - 3" F.F.E.

S113C

LEVEL 8 70' - 0"

3/8" / 12" 3/8" / 12"

178' - 0"

9" 84' - 8"

(+ 8.75' NGVD)

32' - 0"

S113A

S121E RESIDENT STORAGE LOCKERS S112

(+ 7.75 NGVD) 23' - 6"

PROJECT SITE PLAN

65' - 2"

1/4" / 12"

ELECT. S901

NW 7TH ST

26' - 6"

1/4" / 12"

3/8" / 12" 5' - 8" 11' - 4 3/4"

38' - 8" 5' - 11 1/2"

(+ 9.00 NGVD) S112

CONFERENCE ROOM CONFERENCE ROOM E102C E102D 12' - 8 1/4" 13' - 2 3/4"

S122A

(+ S109 7.20' NGVD)

1/4" / 12"

R131E

R100D

S124

TOILET A S124

10' - 0"

BUSINESS CENTER R131

R131F

6' - 1"

1/4" / 12"

S901

ELEV. CNTRL RM S900 S900

A-302

S 89° 40' 47" W 1139.43'

1" = 50'-0"

1/4" / 12"

1/4" / 12" 1/4" / 12" 3/8" / 12"

12' - 0"

25' - 2"

25' - 10 3/4"

1/4" / 12"

BUILDING WORKSHOP S122

BUILDING ENGINEER OFFICE S121 16' - 5"

10' - 9 1/2"

1/4" / 12"

[No Slope]

57' - 4"

OFFICE R131D R131D

1/4" / 12"

(+ 9.00 NGVD)

S121

(+6'7.20 NGVD) - 4 1/2"

16' - 6"

ELEV E102B

ELEV E101B

1/4" / 12"

S122

FIRE PUMP S109

48' - 0"

1/4" / 12"

24' - 8 1/2"

-2' - 0" F.F.E. (+ 7.00 NGVD)

18' - 0"

13' - 11 1/4"

BOH S120

1/4" / 12"

STAIR B STB-09

1/4" / 12"

S111B DOMESTIC PUMP S111

MDF S110

FPL VAULT S108

GYPSUM PLASTER

0' - 0" F.F.E.

1/4" / 12"

PRIVATE OFFICE R132

OFFICE R131C R131C

0' - 0" F.F.E.

6' - 4 1/2"

R100G

MAIN SWITCHGEAR S107

(+ 9.00 NGVD) 7' - 9"

STUDIO R124B 10' - 8 3/4"

R123C 10' - 7 1/4"

24' - 8 1/2"

Miami, Florida 33133 0" F.F.E. 372 1812 Tel:0' -305 UP

S110

S107 TRASH ROOM S104A

-2' - 0" F.F.E.

S120

25' - 3"

R124B

8' - 0 3/4"

R100F

S104A

RESIDENTIAL TRASH S104

(+ 7.00 NGVD)

IMPACT GLASS AND ALUMINUM

6 S P AC E S

48' - 8 1/4"

40' - 3 1/2"

29' - 8"

AHU S123

STAIR A STA-09

PROVIDE PRODUCT APPROVAL.

EXISTING RETAIL TO REMAIN

6 S P AC E S

OFFICE R131B R131B

R131A

YOGA R124 R124

S123

7' - 1 1/4" S118

(+ 9.00 NGVD)

R124A

(+ 9.00 NGVD)

MECHANICAL S118

23' - 2"

R113

0' - 0" F.F.E.

25' - 0 1/2"

13' - 0 3/4"

23' - 11 1/4"

R112

1/4" / 12"

SINGLE-PLY ROOFING SYSTEM SYSTEM ON LWIC ROOF DECK- REFER TO STRUCTURAL

1/4" / 12"

A/C R133a A/C R131a

R100C

STUDIO R124A FITNESS R123

R123

9' - 5"

24' - 8"

R111

29' - 9"

UNIT TYPE O1 R113

4 S P AC E S

EXISTING RETAIL TO REMAIN

EXISTING OFFICE TO REMAIN

R124B

1/4" / 12"

10' - 0" A-202

(+ 9.00' NGVD) R130A

11' - 8 1/2"

18' - 0"

S101B

24' - 8 1/4"

9' - 10"

DOCK RECEIVING S103

56' - 6"

UNIT TYPE E R112

11' - 0 1/2"

10' - 8 1/4"

S119

S103

5' - 10"

11' - 5 1/2"

S102

10' - 0"

LOADING DOCK S101

-2' - 0" F.F.E. (+ 7.00 NGVD)

AT BAND

STORAGE S119

UNIT TYPE E.1 R111

10' - 0 1/2"

10' - 0"

35' - 0"

10' - 0"

5 1/2" MIN. A1 A-304

EXISTING RETAIL TO REMAIN

R123B

R133A

23' - 3 3/4"

25' - 0"

12' - 0"

1 0 S P AC E S

2 5 S P AC E S S P AC E S

TOILET R109

A-202

1/4" / 12"

11' - 9"

Building C is a part of Phase I of this project, and is an 8 (105’-0”) story building that will host 318 units from studios to 3 bedrooms. The building area is 321,960 sq ft, type IB construction and has a green certification of FGBC silver.

55' - 8"

EXISTING RETAIL TO REMAIN

SECTOR 04

349 SPACES

SERVICE LOBBY S102 S101D

20' - 0"

SECTOR 03 267 SPACES

EXISTING RETAIL TO REMAIN

R109

ELEV E102A

32' - 0"

BUILDING G RESIDENTIAL

EMPLOYEE BREAK ROOM R133

CORRIDOR R100

0' - 0" F.F.E. (+ 9.00 NGVD)

R123A

6' - 0 1/2"

42' - 7 3/4"

PRIVATE OFFICE R134

R132

R131a

S101A (+ 7.00' NGVD)

Miami, Florida

S116

R114

UNIT TYPE O R114

1/4" / 12"

R134

MANAGEMENT OFFICE R130 R133

R100B

R135 R130 R125B

R125A

R101

14' - 0"

6 S P AC E S

4 S P AC E S

TOILET R121

1/4" / 12"

1/2" / 12"

STC-01

PRIVATE OFFICE R135

R125C

R121

POOL EQUIPMENT S116

REFER TO SHEETS: A700-A729, FOR ENLARGED UNIT PLANS.

R108

24' - 8 1/4"

84' - 8"

UNIT TYPE J R108

UNIT TYPE E.2 R101

(+ 7.70' NGVD)

ELEV E101A

7 S P AC E S

CLUB ROOM / LOUNGE R125

(+ 9.00 NGVD) POOL CORRIDOR R122

POOL DECK STORAGE S117

12' - 11"

R120 TOILET R120

S117

26' - 0"

5 S P AC E S

TANK

R122A

JANITOR S115

25' - 11 3/4"

1/2" / 12"

(+ 9.00' NGVD)

25' - 4 1/2"

R100H

R115

6' - 0 3/4"

23' - 6"

15' - 6 1/4"

5' - 8"

R125D

UNIT TYPE E.1 R107

5' - 5 3/4"

R107

R102

25' - 11 3/4"

1/4" / 12"

SCREENING ROOM R119

8' - 0"

0' - 0" F.F.E. (+ 9.00 NGVD)

UNIT TYPE C R102

36' - 0"

18' - 0 1/4"

178' - 0"

S 0° 00' 00" W 1117.20'

NW 37TH AVE

N 0° 30' 18" E 1246.01'

NW 39TH AVE

UP (+ 7.55' NGVD)

PROPOSED RETAIL

OPEN SPACE

STAIR C STC-01

S115

CENTRO-CITY PLAZA RESIDENTIAL

25' - 11"

MAIL & PACKAGE RM R128

S125

29' - 7"

27' - 7 1/4"

24' - 7 1/4"

24' - 8"

5' - 8"

STB-01

A-202

6' - 1"

AHU S125

R119

8' - 3 3/4"

STA-01 (+ 7.70' NGVD)

(+ 7.70 NGVD)

(+ 7.65' NGVD) R100A

SECTOR 02 489 SPACES

26' - 0"

R118

R119A

EXISTING RETAIL TO REMAIN

214 SPACES

S129

25' - 11"

R116B STAIR B STB-01

1/4" / 12"

SINGLE-PLY ROOFING SYSTEM SYSTEM ON LWIC ROOF DECK- REFER TO STRUCTURAL

1/4" / 12"

68' - 5"

(+ 7.65' NGVD)

6' - 1 1/4"

UNIT TYPE N R116

STAIR A STA-01

1/4" / 12"

56' - 10"

12' - 0" 12' - 0" 12' - 8"

27' - 7 1/4"

R106

A-304

0' - 0" F.F.E. (+ 9.00 NGVD)

R116A

UNIT TYPE E R106

R103A

R103B

AHU S126 AHU S129

R117B

R105B

25' - 11 3/4" UNIT TYPE N R103

SECTOR 01

S126

TEEN ROOM R118 R104B

BUILDING F RESIDENTIAL

LOBBY R127

R126A

R118A

12' - 0"

S118 HVAC S118 R117A

12' - 8"

36' - 8 3/4"

UNIT TYPE A R117

R105A

R104A

58' - 0"

HEATER

A-310

A5 A-310

83' - 0"

58' - 0"

D1 A-304

SUNDRIES R126

(+ 7.65' NGVD)

EXISTING RETAIL TO REMAIN

BUILDING H RESIDENTIAL

36' - 8 3/4"

24' - 8"

36' - 8 3/4"

D1 A-304

24' - 8"

R126 HEATER

UNIT TYPE A.1 R105

1/4" / 12"

3/8" / 12"

R127 UNIT TYPE A R104

1/4" / 12"

3/8" / 12"

29' - 0"

(+ 6.15' NGVD)

98' - 11"

(+ 6.25' NGVD)

(+ 6.20' NGVD)

8' - 6"

29' - 0"

(+ 6.30' NGVD)

29' - 0"

(+ 6.22' NGVD)

(+ 6.60' NGVD)

'MATCHLINE' SEE DET. A2/-101B A

'MATCHLINE' SEE DET. A2/-101C A

'MATCHLINE' SEE DET. A2/-101A A

4' - 8"

(+ 6.80' NGVD)

10 FT MIN SETBACK BELOW 8TH FLOOR

'MATCHLINE' SEE DET. A2/-101B A

10' - 0"

BUILDING C RESIDENTIAL

BUILDING E RESIDENTIAL

57' - 4"

'MATCHLINE' SEE DET. A2/-109C A

D1 B2

83' - 0"

PROPERTY LINE

1/4" / 12"

A1 A-303

58' - 0"

BUILDING A RESIDENTIAL

BUILDING B RESIDENTIAL

1/4" / 12"

D1 A-303

A-201 A-205 A-204 A-203

BUILDING D RESIDENTIAL

'MATCHLINE' SEE DET. A2/-109B A

A1 A-301

TAN K

1/4" / 12"

A1 A-302

HEATER

1.17

1/4" / 12"

D1 A-301

'MATCHLINE' SEE DET. A2/-109A A

1 A-302 SW 37TH STREET

OUTDOOR SHOWER

TANK

SLOPE 1

2 (+ 7.00 NGVD)

3 (+ 7.00 NGVD)

(+ 7.20 NGVD)

(+ 7.65 NGVD)

LEVEL 1 0' - 0"

LEVEL 2

A1 SOUTH ELEVATION OVERALL A

A-310

3/8" = 1'-0"

A3 STAIR C - SECTION 2

3/4"

12' - 4"

24' - 0"

7 1/4" IMPACT GLASS AND ALUMINUM OPERABLE WINDOW SET IN WINDOW WALL OPENING. PROVIDE PRODUCT APPROVAL.

B5 BAND DETAIL (TYP.) 3" = 1'-0"

24' - 0"

22' - 8"

32' - 0"

1 26' - 0"

LEVEL MECH HIGH ROOF 91' - 8"

10' - 0" A.1

A S.1

2 BR / 2 BA

A.1

S.1

2 BR / 2 BA

5 1/2" MIN.

GYPSUM PLASTER

LEVEL 9- ROOF 81' - 8"

A 2 BR / 2 BA

2 BR / 2 BA

A.1

LEVEL 8 70' - 0" S.1

A.1

S.1

2 BR / 2 BA

A.1

S.1

2 BR / 2 BA

EP-02A

S.1

EP-02

A.1

LEVEL 6 50' - 8"

S.1

A.1

S.1

A.1

S.1

UNIT TYPE A.1

UNIT TYPE A

A.1 S.1

S.1

EP-04

EP-02A

S.1

A.1

A S.1

S.1

A.1 S.1

S.1

9' - 8"

A.1

84' - 0"

LEVEL 5 41' - 0"

EP-02

A.1

A.1 UNIT TYPE A.1

UNIT TYPE A

UNIT TYPE A.1

UNIT TYPE A

LEVEL 4 31' - 4"

A.1

S.1

A.1

S.1

UNIT TYPE A.1

UNIT TYPE A

UNIT TYPE A.1

UNIT TYPE A

LEVEL 3 21' - 8" A.1

A.1

LOBBY

S.1

LEVEL 2 12' - 0" G SUNDRIES

1.14

1.13

1.12

1.11

1.12

1.11

TEEN ROOM

UNIT TYPE A

G UNIT TYPE A.1

UNIT TYPE A

LEVEL 1 0' - 0"

ANCHOR PER PRODUCT APPROVAL AND/OR DELEGATED ENGINEERING.

S-N SECTION D1 E-W 3/32" = 1'- 0"

PROJ 3830 NW 11th St. Miami, FL 33125

OWNE Terra 3310 Mary Street, #302 Miami, Florida 33133

LEVEL 7 60' - 4"

A.1

9' - 8"

S.1

CE BU

2 BR / 2 BA

9' - 8"

2 BR / 2 BA

19' - 0"

A S.1

S.1

EP-06

AT BAND

A.1

2 BR / 2 BA

11' - 8"

A 2 BR / 2 BA

LANDSCAPE ARCHITECT: ARQ Geo 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

2" TOOLED DRIP (TYP).

TOOLED CEMENT PLASTER CORNER

TOOLED CEMENT PLASTER DRIP

32' - 0"

9' - 8"

1' - 5 1/2" 2"

12' - 0"

MEP ENGINEER: MG Engineering 2800 Biscayne Boulevard Miami, FL 33137 Tel: 305 755 3833

INTERIOR DESIGNER: ARQ Interiors 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

INSTALL CEMEMNT PLASTER PER ASTM C926 AND C1063. PROVIDE DELEGATED ENGINEERING FOR FRAMED CEILING

26' - 0"

1 A-302

9' - 8"

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

STRUCTURAL ENGINEER: DeSimone Consulting Engineers 800 Brickell Avenue, 6th Floor Miami, FL 33131 Tel: 305 441 0755

LEVEL 1 0' - 0"

1/4" = 1'-0"

D1 A-301

EP-01

1/17/2022 3:39:44 PM

A5 WALL SECTION - EAST BLOCK

83' - 0"

PAINTED CEMENT PLASTER (TYP).

32' - 0"

A1 A-302

CSP MF Communities I, LLC 3310 Mary Street, #302 Miami, Florida 33133

CIVIL ENGINEER: HSQ Group, Inc. 5951 NW 173rd Drive, Suite 4 Miami, FL 33014 Tel: 786 534 3621

INTERIOR

EXTERIOR

PERMIT SET WALL SECTIONS

9' - 8"

1' - 8 73/128"

DRAWING NAME:

A1 3 A-620 A-301

2' - 4"

2' - 8"

FLOOR FINISH REFER TO ID.

SHEET ISSUE DATE: 01/17/2022

D1 A-303

12' - 0"

9' - 8"

18 EQ. RISERS

OWNER: Terra Group 3310 Mary Street, #302 Miami, Florida 33133

FACE OF 12" CMU WALL BEYOND

LEVEL 3 21' - 8"

LEVEL 2 12' - 0"

6' - 10 73/256"

11 26' - 0"

9 1/4"

A1 A-303

PROJECT ADDRESS: 3830 NW 11th St. Miami, FL 33125

9 1/4"

16' - 10"

EP-03 EP-04 EP-05 EP-06 EP-07 EP-08 EP-09 EP-10 EP-11 ST-01

CENTRO CITY - RESIDENTIAL BUILDING C

PAINT SELECTION SW COLOR WHITE PAINT - TBD SW COLOR: GRAY PAINT - TBD SW COLOR GRAY PAINT - TBD, RAKED SW 7019 - GAUNTLET GRAY SW 7017 - DORIAN GRAY SW 7015 - REPOSE GRAY SW 6628 - ROBUST ORANGE SW 6620 - JALAPENO SW 7599 - BRICK PAVER SW 6358 - CREAMERY SW 6359 - SOCIABLE SW 9011 - SUN BLEACHED OCHRE STONE MATERIAL

3/32" = 1'- 0"

19' - 0"

9' - 8"

18 EQ. RISERS

10 3/4"

CLEAR HEAD HEIGHT

6' - 8" 6' - 8"

CLEAR HEAD HEIGHT

EP-01 EP-02 EP-02A

DATE

A-803

LEVEL 1 0' - 0"

TAG

1/4" : 12" MIN.

3' - 5 1/2"

6' - 8"

LOBBY R127

Sim

6' - 8"

E3 A-804

1' - 5 1/2"

6' - 8"

IMPACT RESISTANT GLASS AND ALUMINIUM STOREFRONT

DESCRIPTION

CLEAR HEAD HEIGHT

12' - 0"

LIVING ROOM U-N105

ISSUE #

9' - 8"

TYP.

19' - 0"

D3 A-627

CLEAR HEAD HEIGHT

LEVEL 2 12' - 0"

9 1/4"

18 EQ. RISERS

MATERIAL LEGEND

PAINTED CEMENT PLASTER FINISH (TYP).

21 EQ. RISERS

PROJECT NUMBER: 10-010307

UNIT TYPE H R211

PARTITION AS SCHEDULED.

LEVEL 4 31' - 4"

26' - 6"

6' - 8"

CEMENT PLASTER FINISH ON LATH OVER (2) LAYERS WATER RESISTANT BARRIER ON CDX FRT/PT PLYWOOD OVER METAL FRAMING. PROVIDE R-5 POLYISO RIGID INSULATION MECHANICALLY FASTENED TO UNDERSIDE OF SLAB PROVIDE DELEGATED ENGINEERING FORFRAMING ASSEMBLY.

CLEAR HEAD HEIGHT

2' - 0"

TYP.

36' - 2"

CLEAR HEAD HEIGHT

8" 9' - 8"

F5 A-510

LEVEL 5 41' - 0"

CLEAR HEAD HEIGHT

6' - 8" SEAL/SIGNATURE/DATE: OFFICE REGISTRATION: # AA C000465

LEVEL 3 21' - 8"

CLEAR HEAD HEIGHT

KITCHEN U-A.1109

UNIT TYPE H R311

BIM 360://1001.010307.000-0120 Central Shopping Plaza/010307_CSP_Phase 1_Bldg C_DD_R19.rvt

9' - 8"

1/2"

IMPACT RESISTANT GLASS AND ALUMINIUM WINDOWS

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com CIVIL HSQ G 5951 NW 173rd Drive, Suite 4 Miami, FL 33014 Tel: 786 534 3621 STRU DeSim 800 Brickell Avenue, 6th Floor Miami, FL 33131 Tel: 305 441 0755 MEP E MG E 2800 Biscayne Boulevard Miami, FL 33137 Tel: 305 755 3833 LAND ARQ G 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812 INTER ARQ I 2900 Oak Avenue Miami, Florida 33133 Tel: 305 372 1812

3310 Mary Stre Miami, Florida

S.W. 1st COURT

13' - 0"

AREA LEGEND

32' - 8"

30' - 0"

RESI (CONDO)

29' - 6"

30' - 0"

28' - 6"

25' - 10"

26' - 3"

10' - 7" 6' - 6"

METRORAIL COLUMNS

RESI (RENTAL)

21' - 0"

27' - 6"

36' - 11"

PROPERTY LINE 0 FT MIN. SIDE SETBACK

RAPID TRANSIT ZONE

BOH 108' - 5"

392' - 7"

10' - 11"

260' - 5"

RESERVED FOR CITY OF MIAMI SEAL 8%

F&B TRASH

19' - 6"

17' - 2" 0" 25' -

RETAIL 5,798 SF

RESI TRASH

32' - 5"

121' - 4"

13' - 0"

LOBBY 2075 SF

27' - 2"

PROPERTY LINE

TERRACE 3,072 SF

VALET FCC OFF.

'62

10 FT MIN. PRINCIPAL SETBACK/ 1ST LAYER 20 FT MIN. PRINCIPAL SETBACK ABOVE 8TH STORY

0" 50' -

LOADINGLOADING

FCC

25 FT 2ND LAYER

16' - 9"

8' - 2" 49' - 11"

17' - 9"

66' - 0"

PARCEL A PARCEL B

341' - 5" 39' - 0"

24' - 0"

RIVERWALK (SEE LANDSCAPE PLANS)

18' - 0"

36' - 0"

42' - 5"

18' - 0"

1 STORY BUILDING

391' - 4"

S.W. 1st AVENUE

162' - 6"

LOADINGLOADING

14' - 4" 10' - 5"

10' - 0"

15' - 9"

FPL 2200 SF

MIAMI RIVER

RESI. TRASH

52' - 5"

12' - 0"

35' - 0"

20' - 0"

MDF

35' - 0"

LOADINGLOADING

DOM PUMP

12' - 10" 7' - 6"

DOCK M.

RAMP UP

7" 72' -

133' - 3"

RETAIL 2,135 SF

LOBBY 2475 SF

299' - 8"

(SECONDARY FRONTAGE)

S. MIA MI

1 STORY BUILDING

AV EN

1 STORY BUILDING

MIA

*NOT A PART

S.W. 1st COURT

ONE BRICKELL RIVERFRONT

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

99 SW 7th St. Miami, FL 33130

ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF ARQUITECTONICA INTERNATIONAL CORP. NO COPIES, TRANSMISSIONS, REPRODUCTI ONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN THE WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS OF WRITTEN AUTHORIZATION OF ARQUITECTONICA INTERNATIONAL CORP. TENTDESIGN SHOWNINIS SUBJECT TO REVIEW AND APPROVAL OF ALL APPLICABLE LOCAL IN NATURE AND WILL CONTINUE TO BE MODIFIED THROUGHOUT THE COURSE OF AND GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. ALL COPYRIGHTS RESERVED © 2021. THE DATA INCLUDED IN THIS STUDY IS CONCEPTUAL THE PROJECTS DEVELOPMENT WITH THE EVENTUAL INTEGRATION OF STRUCTURAL, MEP AND LIFE SAFETY SYSTEMS. AS THESE ARE FURTHER ,REFINED THE NUMBERS WILL BE ADJUSTED ACCORDINGLY.

13' - 0"

AREA LEGEND

32' - 8"

29' - 6"

30' - 0"

25' - 10"

28' - 6"

26' - 3"

RESI (RENTAL) AMENITIES

10' - 7" 6' - 6"

20'

40'

GROUND LEVEL (LOBBY LEVEL)

DATE:

SCALE: 1" = 40'-0"

03/03/2022

21' - 0"

27' - 6"

80'

A100

36' - 11"

PROPERTY LINE 0 FT MIN. SIDE SETBACK

RAPID TRANSIT ZONE

MEP 3' - 0"

20 FT MIN. SIDE SETBACK ABOVE 8TH STORY

35' - 0"

3' - 0"

154' - 2"

POOL 98' - 2"

0" 25' -

32' - 5"

64' - 8"

0" 50' -

S E

PROPERTY LINE

14' - 4" 10' - 5"

AMENITY 7255 SF

25 FT 2ND LAYER 34' - 6"

PARCEL A PARCEL B

94' - 7"

42' - 5"

208' - 2"

1 STORY BUILDING

3' - 0"

10 FT MIN. PRINCIPAL SETBACK/ 1ST LAYER 20 FT MIN. PRINCIPAL SETBACK ABOVE 8TH STORY

391' - 4"

S.W. 1st AVENUE

162' - 6"

17' - 2"

AMENITY 8,196 SF

97' - 4"

133' - 3"

20' - 0"

RESERVED FOR CITY OF MIAMI SEAL

POOL

MIAMI RIVER

(PRINCIPAL FRONTAGE)

S.W. 1st AVENUE

S.W. 7th STREET

299' - 8"

(SECONDARY FRONTAGE)

S. MIA MI

1 STORY BUILDING

AV EN

MIA

1 STORY BUILDING

*NOT A PART

ONE BRICKELL RIVERFRONT

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

13' - 0"

AREA LEGEND

20'

40'

80'

ONE BRICKELL RIVERFRONT

2900 Oak Avenue Miami, Florida 33133 305.372.1812 TEL 305.372.1175 FAX www.arquitectonica.com

99 SW 7th St. Miami, FL 33130

ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF ARQUITECTONICA INTERNATIONAL CORP. NO COPIES, TRANSMISSIONS, REPRODUCTI ONS OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN THE WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS OF WRITTEN AUTHORIZATION OF ARQUITECTONICA INTERNATIONAL CORP. TENTDESIGN SHOWNINIS SUBJECT TO REVIEW AND APPROVAL OF ALL APPLICABLE LOCAL IN NATURE AND WILL CONTINUE TO BE MODIFIED THROUGHOUT THE COURSE OF AND GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. ALL COPYRIGHTS RESERVED © 2021. THE DATA INCLUDED IN THIS STUDY IS CONCEPTUAL THE PROJECTS DEVELOPMENT WITH THE EVENTUAL INTEGRATION OF STRUCTURAL, MEP AND LIFE SAFETY SYSTEMS. AS THESE ARE FURTHER ,REFINED THE NUMBERS WILL BE ADJUSTED ACCORDINGLY.

32' - 8"

30' - 0"

LEVEL 9 (AMENITY LEVEL)

DATE:

SCALE: 1" = 40'-0"

03/03/2022

30' - 0"

29' - 6"

A106

30' - 0"

28' - 6"

S.W. 1st COURT

25' - 10"

26' - 3"

10' - 7" 6' - 6"

21' - 0"

27' - 6"

36' - 11"

13' - 0"

AREA LEGEND

RESI (RENTAL)

EAST ELEVATION

99 SW 7th St. Miami, FL 33130

ALL DESIGNS INDICATED IN THESE DRAWINGS ARE PROPERTY OF ARQUITECTONICA INTERNATIONAL CORP. NO COPIES, TRANSMISSIONS, ONS REPRODUCTI OR ELECTRONIC MANIPULATION OF ANY PORTION OF THESE DRAWINGS IN THE WHOLE OR IN PART ARE TO BE MADE WITHOUT THE EXPRESS OF WRITTEN AUTHORIZATION OF ARQUITECTONICA INTERNATIONAL CORP. TENT SHOWN DESIGN IN IS SUBJECT TO REVIEW AND APPROVAL OF ALL APPLICABLE LOCAL IN NATURE AND WILL CONTINUE TO BE MODIFIED THROUGHOUT THE COURSE OF AND GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. ALL COPYRIGHTS RESERVED © 2021. THE DATA INCLUDED IN THIS STUDY IS CONCEPTUAL THE PROJECTS DEVELOPMENT WITH THE EVENTUAL INTEGRATION OF STRUCTURAL, MEP AND LIFE SAFETY SYSTEMS. AS THESE ARE FURTHER , THE REFINED NUMBERS WILL BE ADJUSTED ACCORDINGLY.

S.W. 1st COURT

RESI (CONDO)

32' - 8"

30' - 0"

AMENITIES

PROPERTY LINE 0 FT MIN. SIDE SETBACK

RAPID TRANSIT ZONE

29' - 6"

30' - 0"

28' - 6"

25' - 10"

26' - 3"

METRORAIL COLUMNS

MEP

10' - 7" 6' - 6"

21' - 0"

27' - 6"

36' - 11"

PROPERTY LINE 0 FT MIN. SIDE SETBACK

RAPID TRANSIT ZONE

MEP 3' - 0"

UNIT 05 962 SF

10 FT MIN. PRINCIPAL SETBACK/ 1ST LAYER 20 FT MIN. PRINCIPAL SETBACK ABOVE 8TH STORY

UNIT 04 660 SF

UNIT 03 660 SF

25 FT 2ND LAYER

1 STORY BUILDING

54' - 0"

129' - 1"

UNIT 02 986 SF

PARKING STACKER UNITS: 72 TOTAL SPACES: 144

PROPERTY LINE

9' - 6" 8' - 6" 9' - 6"

10 FT MIN. PRINCIPAL SETBACK/ 1ST LAYER 20 FT MIN. PRINCIPAL SETBACK ABOVE 8TH STORY

AMENITY 660 SF

25 FT 2ND LAYER

1 STORY BUILDING

299' - 8"

35' - 0"

AMENITY 3,015 SF

AMENITY 660 SF

S.W. 1st AVENUE

PARCEL A PARCEL B

391' - 4" 299' - 8"

(SECONDARY FRONTAGE)

20'

40'

80'

1 STORY BUILDING

*NOT A PART

MIA

C LA

MIA

MIA S.

S. 1 STORY BUILDING

25' -

(SECONDARY FRONTAGE)

1 STORY BUILDING

50' -

17' - 2"

133' - 3"

PARCEL A PARCEL B

391' - 4"

S.W. 1st AVENUE

42' - 5"

155' - 2"

23' - 0"

32' - 5"

UNIT 01 793 SF

BOH 3,312 SF

23' - 0"

14' - 4" 10' - 5"

54' - 0"

23' - 0"

35' - 0"

UNIT 04 971 SF

25' -

UNIT 06 551 SF

42' - 5"

UNIT 05 722 SF

50' -

3' - 0"

UNIT 07UNIT 06 453 SF 453 SF

UNIT 12 970 SF

23' - 0"

PROPERTY LINE

UNIT 08 722 SF

POOL BELOW

UNIT 11 620 SF

18' - 0"

UNIT 09 939 SF

66' - 8"

UNIT 10 656 SF

UNIT 07 446 SF

17' - 2"

UNIT 03 1059 SF

92' - 1"

98' - 8"

UNIT 01 UNIT 02 505 SF 781 SF

MIAMI RIVER

32' - 5"

UNIT 08 UNIT 09 764 SF 432 SF S

(PRINCIPAL FRONTAGE)

UNIT 11 473 SF UNIT 10 712 SF

RESERVED FOR CITY OF MIAMI SEAL

BOH

S.W. 7th STREET

POOL BELOW

162' - 6"

UNIT 13 878 SF

14' - 4" 10' - 5"

UNIT 12 970 SF

RESERVED FOR CITY OF MIAMI SEAL

MIAMI RIVER

(PRINCIPAL FRONTAGE)

S.W. 7th STREET

S.W. 1st AVENUE

89' - 0"

20' - 0"

66' - 2"

162' - 6"

20 FT MIN. SIDE SETBACK ABOVE 8TH STORY

133' - 3"

A 42-story residential sky scraper for One Brickell Riverfront that is scheduled to break ground later in 2022 at 99 Southwest 7th Street along the Miami River. The 1.62 acre site will rise to an estimated 481-foot -tall building designed by Arquitectinica, yielding 364 fully-finished and furnished residences with curated interiors by INC and 40,000 square feet of amenities. Units will come in studio, one-and two bedroom floor plans as well as penthouses. The tower will have an attatched 9-story parking structure ornamented with hanging gardensand a massive curved screen and mural.

(PRINCIPAL FRONTAGE)

Miami, Florida

S.W. 7th STREET

ONE BRICKELL RIVERFRONT

S.W. 1st AVENUE

130' - 9"

30' - 8"

16%

19' - 8"

RETAIL

6' - 0"

MEP

1 STORY BUILDING

MIA

*NOT A PART

20'

40'

80'

13'-11" 3'-0"

9'-3" 222

5'-2"

CENTER FOR FOR CENTER COLLABORATIVE COLLABORATIVE EX

219

215

AC CLOSET

RESTROOM

216

CLOSET

109

3'-11"

3'-6"

218

4'-5"

3'-0"

CENTER FOR COLLABORATIVE

218

48'-2" BUSINESS 220

AA26001348

5'-0" BOOTH 2

217

210

DN C

40'-5"

210

108

5'-0"

AA26001348

FUTURE DEVELOPMENT FUTURE DEVELOPMENT

109

108

220

BOOTH 1

24'-6"

AA26001348

223

A02

17'-7"

14'-7"

EX EX

A02

2'-6"

BREAK ROOM

214

C 2'-5"

109

17'-7" 219

31'-11"

12'-10"

109

14'-3" 6'-1"

7'-2"

A1 ADA RESTROOM

EX EX

221

215

CORRIDOR

10'-0"

7'-4"

5'-2" 214

5'-0"

211

COMMERCE LANE BUILDING REMODELING

3'-0"

6'-

110

EXISTING WALL/PARTITION REMAIN EXISTING TO WALL/PARTITION TO REMAIN

3'-0"

4'-5" 3'-0"

107

4'-5"

107 106

AC CLOSET

6'-4"

106

AC JANITOR CLOSET CLOSET

107

JANITOR CLOSET

6'-4"

NEW DRYWALL PARTITION NEW DRYWALL PARTITION

107 108

44'-5"

108

44'-5"

5'-2"

105

103

COMMERCE LANE

4'-0"

COMMERCECOMMERCE LANE LLC LANE LLC 6857 GRANADA 6857 BOULEVARD, GRANADA BOULEVARD, CORAL GABLES FL 33146. CORAL GABLES FL 33146.

5'-2"

105

103

CONSTRUCTION FLOOR PLAN

MEZZANINE STORAGE 101B

7'-10" 7'-10" ADA ADA 105 RESTROOM RESTROOM

5'-1"

COMMERCE LANE LLC 6857 GRANADA BOULEVARD, CORAL GABLES FL 33146.

DEMO AREA

18'-2" A

6'-4" AC CLOSET

106

UP MEZZANINE STORAGE MEZZANINE STORAGE 101B

4'-0"

101B

4'-0"

5'-1"

4'-0" 5'-0" BOOTH 2

218 217

217

6'-8"

A02

6'-1"

5'-0" 5'-0" BOOTH BOOTH 12

217

223

A02 220

5'-0" 223

10'-0"

17'-7"

4'-5"

STAIR HANDRAIL DETAIL

STAIR STEP DETAIL

SCALE: 3"=1'-0"

SCALE: 1"=1'-0"

EXISTING STORAGE MEZZANINE

1st FLOOR CONSTRUCTION PLAN

SCALE: 3/16"=1'-0"

Scale

SOUTH FACADE CONSTRUCTION

SCALE: 3/16"=1'-0"

2nd FLOOR CONSTRUCTION PLAN

SCALE: 3/16"=1'-0"

COMMERCE LANE BUILDING REMODELING

A C

220

5'-0"

SCALE: 3/16"=1'-0"

218

48'-2" 24'-6"

A02

Drawn by

222

48'-2" BUSINESS BUSINESS 220

220

EXTERIOR ELEVATIONS

24'-6"

A02

BOOTH 1 A

217

219

17'-7"

14'-7"

STORAGE

222

COMMERCE LANE BUILDING REMODELING COMMERCE LANE BUILDING REMODELING

2'-6"

216

14'-7" 216

3'-0"

219

BREAK ROOM 219 A

SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.

Project number

STORAGE B222 222

221

17'-7"

14'-3"

219

CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB; AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.

SCALE: 3/16"=1'-0" 5'-9"

9'-3"

CORRIDOR

221

BREAK ROOM

215

A03

WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.

6'-4"

2'-6"

7'-2" 2'-5" EX

216

2'-5"

AC CLOSET

CORRIDOR

215

AC CLOSET

214

7'-2"

214

12'-10"

12'-10" EX

14'-3"

5'-2"

215

5'-0"

5'-0" 5'-2"5'-2"

214

A1 A1 A1 A1 ADA ADA RESTROOM RESTROOM RESTROOM RESTROOM

NOTE:

SOUTH FACADE DEMOLITION

213

211

6'-1"

7'-4"

5'-2" 214

An existing 6,000 sq.ft. lot with a 2 story building that had a full interior renovation along with the street and alley facade renovation. Scope of work included the demolition of the wood frame on the exterior walls on the second level. Removing and replacing the existing windows facing the street and alley. Replacing the demolished exterior would wall with reinforced CMU and stucco finish to match existing. Provide new impact windows and new paint on both facades.

212 A03

9'-3"

IT ROOM

6'-8"

12'-0"

212

211

213

6'-4"

5'-9"

212

210

A01

13'-11"

212

5'-0"

12'-0"9'-0"

9'-0"

A01

13'-11"

6'-7" 110

IT ROOM

CONFERENCE ROOM 1 CONFERENCE ROOM 1

3'-0"

221

210

4'-0"

8'-5" B

211

110

6'-7"

South Miami, Florida

110

B CORRIDOR

221

3'-0"

4'-0"

211

213

CORRIDOR

5'-10" STORAGE

103

8'-5"

103

3'-0"

MECHANICALMECHANICAL 102 ROOM ROOM

5'-10" STORAGE 110 B

213

106

102

18'-2"

6'-4" A AC CLOSET

3'-0"

101

31'-11"

101

31'-11"

INDUSTRIAL INDUSTRIAL 104

104

4'-0"

5'-2"

104

3'-0"

ADA ADA RESTROOM RESTROOM

CONSTRUCTION CONSTRUCTION FLOORFLOOR PLAN PLAN

5'-1"

DEMO AREA EX

3/8 in [10 mm]

NOTE:

WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB; AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.

NOTE:

WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.

SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.

CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS AND CONDITIONS ON THE JOB; AND THIS OFFICE MUST BE NOTIFIED OF ANY THE JOB; AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND AND CONDITIONS CONDITIONS ON SHOWN BY THESE VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. DRAWINGS.

SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH PROCEEDING WITH FABRICATION. FABRICATION.

NORTH FACADE DEMOLITION

EXISTING STORAGE MEZZANINE EXISTING STORAGE MEZZANINE

SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0"

1st FLOOR CONSTRUCTION PLANPLAN 1st FLOOR CONSTRUCTION

SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0"

2nd FLOOR CONSTRUCTION PLANPLAN 2nd FLOOR CONSTRUCTION

Drawn by

Scale

ACT CLG. DETAIL

LULA ELEVATOR / LOBBY SECTION

A1.04 A1.04

SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0"

Scale

NORTH FACADE CONSTRUCTION

SCALE: 3"=1'-0"

Project number Drawn by

SCALE: 3/16"=1'-0"

Project numberProject number Drawn by

SCALE: 3/16"=1'-0"

A1.07

SCALE: 3/16"=1'-0"

CENTER CENTER FOR FOR COLLABORATIVE COLLABORATIVE

PROJECT ADDRESS

FOLIO NUMBER

AA26001348 AA26001348

LOT SIZE EXISTING BUILDING GROSS AREA

ZONING DISTRICT

06-22-20 06-22-20

ALLOWED/PROVIDED COMMERCE COMMERCE LANE LLC LANE LLC 6857 GRANADA BOULEVARD, 6857 GRANADA BOULEVARD, CORAL CORAL GABLES FLGABLES 33146. FL 33146.

3/8 in [10 mm]

BUILDING HEIGHT 4

3/8 in [10 mm]

SETBACKS

9 2

3/8 in [10 mm]

9 2

STAIR HANDRAIL DETAIL EXISTING MEZZANINE RCP

ACTDETAIL CLG. DETAIL ACT CLG.

SCALE: 3/16"=1'-0" SCALE: 3"=1'-0"

STAIR STEP DETAIL

SCALE: 1"=1'-0"

SCALE: 3"=1'-0" SCALE: 3"=1'-0"

SOUTH FACADE 1st FLOOR REFLECTED CEILING PLAN CONSTRUCTION

SCALE: 3/16"=1'-0"

2nd FLOOR REFLECTED CEILING PLAN

SCALE: 3/16"=1'-0"

ZONING DATA

COMMERCE LANE BUILDING COMMERCE LANE REMODELING BUILDING REMODELING

PROVIDED

BUILDING USE

1 3

SCALE: NTS

NOTE:

WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.

CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED AND CONDITIONS ON THE JOB;DIMENSIONS. AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS DRAWINGS. AND CONDITIONS ON THE JOB; AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS BY THESE SHOP DETAILS MUST BESHOWN SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE DRAWINGS. PROCEEDING WITH FABRICATION. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION.

Project number Project number Drawn by

Drawn by Scale

EXISTING MEZZANINE RCP EXISTING MEZZANINE RCP SCALE: 3/16"=1'-0"

SCALE: 3/16"=1'-0"

1st FLOOR REFLECTED CEILING PLAN 1st FLOOR REFLECTED CEILING PLAN SCALE: 3/16"=1'-0"

SCALE: 3/16"=1'-0"

2nd FLOOR REFLECTED CEILING PLAN 2nd FLOOR REFLECTED CEILING PLAN SCALE: 3/16"=1'-0"

SCALE: 3/16"=1'-0"

Scale

EXISTING SOUTH (STREET) FACADE

SCALE: NTS

LULA ELEVATOR / LOBBY SECTION

SCALE: 3/16"=1'-0"

WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCA

SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR AP PROCEEDING WITH FABRICATION.

NOTE:

CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, A AND CONDITIONS ON THE JOB; AND THIS OFFICE MUST BE VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHO DRAWINGS.

EXISTING SOUTH (STREET) FACADE

SCALE: NTS

NORTH FACADE CONSTRUCTION

SCALE: 3/16"=1'-0"

FFE 8.27' NGVD

75.10'

EXISTING TREE TO REMAIN

SF7

SF6

FFE 8.27' NGVD

SF5

SF4

SF3

SF2

EXISTING CONCRETE BLOCK WALL

CEILING LEGEND

SYMBOL

CEILING LEGEND

39'-5"

39'-5" 1

EXISTING METAL FENCE TO REMAIN

PROPERTY LINE 174.00'

CEILING LEGEND SYMBOL

DESCRIPTION

ARCHITECT SEAL: JORGE CASTRO-CALOU - AR97469

8267 NE 2ND AVE. MIAMI, FL 33138

PROJECT INFO:

REFLECTED CEILING PLAN

SCALE: 3/16" = 1'-0"

N L2

8267 NE 2ND AVE. MIAMI, FL 33138

NO. 1

CLIENT REVISIONS

REFLECTED CEILING PLAN

DATE

ISSUE

OWNER:

NO.

01/15/20

27'-11"

11/01/19 JOB NUMBER

FFE 8.27' NGVD

8267 NE 2ND AVE. MIAMI, FL 33138

FFE 8.27' NGVD

SITE PLAN

PROJECT INFO:

GROUND FLOOR CONSTRUCTION PLAN

SCALE: 3/16" = 1'-0"

PROD

PROJECT INFO:

REFLECTED CEILING PLAN

SCALE: 3/16" = 1'-0"

CONSTRUCTION & DATA FLOOR PLAN

DESIGN

2. ALL SYSTEMS THAT ARE SUSPENDED FROM ABOVE MUST BE ANCHORED TO STRUCTURE.

REFLECTED

3. FLOORING/FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH RECOMMENDATIONS TO STRUCTURE.

NOTE: SEE SHEET A1.02 FOR PROPOSED GRADE @ EGRESS DOORS

4. PROVIDE CLEAN, DRY CONDITION AND SURFACE FREE FROM IMPERFECTIONS AND UNEVENNESS PRIOR TO INSTALLATION OF NEW FLOORING. FILL MINOR IMPERFECTIONS SCALE WITH NON SHRINK, NON-GYPSUM, NON-LIME, LEVELING MATERIAL PRIOR TO STRIPS AT ALL AS NOTED LOCATIONS WHERE EDGE OF TILE/PLANKS WOULD OTHERWISE BE EXPOSED. UPON COMPLETION OF INSTALLATION, LEAVE IN SATISFACTORY CONDITION. DRAWING DATE

SITE PLAN

DRAWING INFO:

A1.00

11/01/19 JOB NUMBER

PLAN

DRAWING INFO:

PROD

DESIGN

PLAN

6. FINISH WORK SHALL BE PERFORMED ON COMPLIANCE WITH LOCAL CODES.

SCALE: 1/8" = 1'-0"

7. ALL INTERIOR FINISHES OF WALL AND CEILING SHALL BE NOT LESS THEN CLASS B.

POWER & DATA LEGEND

8. VERIFY INSTALLATION DETAILS AND PLACEMENT LOCATION WITH EQUIPMENT MFR. PRIOR TO INSTALLATION.

WALL MTD. DUPLEX SCALE AS NOTED

WALL MTD. DATA

9. CONFIRM LOCATION OF FIRE EXTINGUISHERS WITH LOCAL FIRE INSPECTOR.

DUPLEX - GFI

10. PROVIDE KEY FOR EMERGENCY USE ONLY IS TO BE PLACED IN BUILDING KNOX BOX 11. CONTRACTOR TO VERIFY IN FIELD THAT ALL JOINTS, PENETRATIONS, DOORS AND WINDOWS ARE CAULKED, GASKETED, WEATHER-STRIPPED, OR OTHERWISE SEALED. EX

AS NOTED

A1.02

DRAWING DATE 11/01/19

SECURITY LEGEND WALL CAMERA - INTERIOR WALL CAMERA - EXTERIOR

JOB NUMBER

DRAWING DATE

FACADE FINISH SCHEDULE

DEMOLITION SCOPE OF WORK

MARK

REMOVE WALLS AS NOTED FOR NEW OPENINGS

DESCRIPTION DECORATIVE STUCCO FINISH ON GALV. MTL LATH OVER #30 FELT LATH 6" O.C. GRIP

15'-4"

REMOVE ALL EXTERIOR DOORS REMOVE BRICK VENEERS ON SOUTH AND WEST ELEVATIONS

10'-3"

REMOVE EXISTING MTL COLUMNS ON SOUTH ELEVATION

REMOVE EXISTING CANOPY ELEVATION REMOVE ALL EXISTING WINDOWS

ALTERATION LEVEL : lll CONSTRUCTION TYPE : ll-B-NS OCCUPANCY GROUP: B REHABILITATION CATEGORY : CHANGE OF USE

LEGEND EXIST. TO REMAIN. PATCH AS NECESSARY 1

EXIST. TO BE REMOVED

PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" CENTER FOR COLLABORATIVE ARCHITECTURE 1424 SW 23rd Street MIAMI, FL 33145

EXISTING/DEMOLITION NORTH ELEVATION SCALE: 1/4" = 1'-0"

AA26001348

15'-4"

ARCHITECT SEAL: JORGE CASTRO-CALOU - AR97469

7'-2"

3'-0"

2'-4"

3'-4"

2'-9"

7'-2"

1'-2"

3'-0"

2'-10"

3'-0"

2'-3"

W1 D4

7'-0"

4'-0"

OWNER:

8267 NE 2ND AVE. PROPOSED EAST ELEVATION MIAMI, FL 33138

2'-11"

7'-0"

6'-11"

4'-0"

3'-0"

4'-11"

7'-0"

3'-0"

7'-0"

W1 1'-9"

BLOCK OUT OPENING SEE STRUCTURAL DRAWINGS FOR DETAILS

EXISTING/DEMOLITION EAST ELEVATION SCALE: 1/4" = 1'-0"

75'-9"

NO.

DATE

ISSUE

SCALE: 1/4" = 1'-0"

NO.

ISSUE

DATE

12/ 20/19

CLIENT REVISION

9'-0"

7'-2"

8267 MIAMI

15'-0" 15'-4"

8267 NE 2ND AVE. MIAMI, FL 33138

1'-8"

2'-3"

12'-6"

7'-0"

3'-0"

7'-2"

3'-0"

4'-6"

4'-0"

5'-0"

7'-0"

8'-1"

4'-6"

7'-2"

4'-0"

7'-0"

4'-0"

1'-8"

4'-0"

5'-6"

12'-7"

10'-3"

SF8

1'-6"

EXISTING/DEMOLITION SOUTH ELEVATION

PROJECT INFO:

BLOCK OUT OPENING SEE STRUCTURAL DRAWINGS FOR DETAILS

PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

DEMOLITION EXTERIOR ELEVATION

1'-8"

11'-0"

1'-7"

11'-2"

1'-7"

11'-1"

1'-7"

10'-4"

1'-7"

10'-4"

1'-7"

10'-1"

1'-7"

DESIGN

SF1

9'-6"

9'-4"

PROD

SCALE AS NOTED DRAWING DATE 11/01/19

EXISTING/DEMOLITION WEST ELEVATION SCALE: 1/4" = 1'-0"

11'-1"

SF3

10'-4"

10'-1"

SF4

SF6

SF7

DRAWING INFO: PLAN

11'-0"

10'-1"

BLOCK OUT OPENING SEE STRUCTURAL DRAWINGS FOR DETAILS

JOB NUMBER

D1.01 WEST ELEVATION 16 PROPOSED SCALE: 1/4" = 1'-0"

SF2

9'-0"

9'-1"

15'-4"

9'-1"

1'-4"

CLIENT REVISION

8267 MIAMI

A1.03

SCALE AS NOTED DRAWING DATE

FFE 8.27' NGVD

DESIGN

FFE 8.31' NGVD

PROD

PLAN

NO.

23'-5"

5'-2"

DATE

ISSUE

NEW DUMPSTER ENCLOSURE

DATE

8267 MIAMI

OWNER:

EXISTING METAL FENCE TO REMAIN

5'-9"

102

FFE 8.31' NGVD

107

1. THE NOTES WRITTEN BELOW ARE FOR GENERAL INFORMATION AND CLARITY AND MAY COMPLIMENT OTHER SPECIFIC INSTRUCTIONS WRITTEN IN THE DRAWINGS AND SPECIFICATIONS. COMPLY AS FOLLOWS: SPECIAL CARE SHALL BE GIVEN TO PROVIDING SUFFICIENT BLOCKING FOR ALL ITEMS FASTENED TO STUD WALLS AND ALSO FOR FASTENING WOOD TRIM. THE CONTRACTOR SHALL ALSO REVIEW ALL DETAILS SHOWN FOR BLOCKING DRAWING INFO: REQUIREMENTS AND ADD ANY BLOCKING REQUIRED FOR PROPER ANCHORAGE EVEN THOUGH NOT SPECIFICALLY SHOWN.

EXISTING SOD

FFE 8.31' NGVD

ELECTRICAL ROOM

FLOOR PLAN NOTES

EXISTING SOD

OFFICE

8267 NE 2ND AVE. MIAMI, FL 33138

D9 W- L - 1360 OR EQUAL. D9

101

EXISTING METAL PROJECT INFO: FOR 1 HR WALL ASSEMBLY THROUGH-PENETRATION FIRE-STOP FOR MTL FENCE PIPES UP TO 4" UL TO W-L-1357 OR EQUAL. REMAIN NEW 6" CONCRETE SLAB SEE STRUCTURAL FOR 1 HR WALL ASSEMBLY THROUGH-PENETRATION FIRE-STOP FOR MTL PIPES UP >4" UL DRAWINGS

ISSUE

DRAWING INFO:

FOR 1 HR WALL ASSEMBLY THROUGH-PENETRATION FIRE-STOP FOR NON-METALLIC PIPE UP TO 6" UL W-L-2136 OR EQUAL.

PATCH AND REPAIR EXISTTING ASPHALT

106

22'-5"

8267 MIAMI

NO.

01/15/20

PLAN

NOTE: 12 PIPE NOT TO EXCEED 4" NO. DIA SHALL BE 2 ALL THRU FLOOR PENETRATION BY ANY STEEL HR. RATED PER UL C-AJ-1014 OR EQUAL.

H.C PARKING

OFFICE

5/8" GYPSUM WALL BOARD (TAPED & SANDED) ON BOTH SIDES OF 3-5/8" METAL STUDS (20GA) AT 16"O.C. WITH 3" THERMAFIBER SAFB BETWEEN13 STUDS. EXTEND PARTITION TO UNDERSIDE TO DECK. USE MOISTURE RESISTANT DRYWALL ON INTERIOR SIDE OF BATHROOM.

DATE

ISSUE CLIENT REVISION

(VACANT SPACE UNDER SEPARATE PERMIT APPLICATION)

ADA RESTROOM

110

JANITOR CLOSET

108

L1 L1

01/15/20

TYPE

109

7'-6"

5'-0"

PROPERTY LINE 150.00'

CORRIDOR

OFFICE

DATE

ISSUE

8267 NE 2ND AVE. MIAMI, FL 33138

NO.

OWNER:

DATE

ISSUE CLIENT REVISION

1 D5

AA26001348

8267 NE 2ND AVE.D3 MIAMI, FL 33138

NO.

7'-6"

96.90' NEW CONCRETE SIDEWALK

105

27'-11"

96.90'

CENTER FOR COLLABORATIVE ARCHITECTURE

ARCHITECT SEAL: JORGE CASTRO-CALOU - AR97469

5'-5"

FFE 8.27' NGVD

75.15'

EXISTING METAL GATE TO BE REMOVED

ADA RESTROOM

1 1

UL DESIGN NO U419 WALL RATING - 1HR REQUIRED RATING - 1HR

PATCH AND REPAIR SIDEWALK

NEW PARKING STRIPPING

ARCHITECT SEAL: JORGE CASTRO-CALOU - AR97469

EQUIVALENT ONE SIDE SPACED 24" O.C. EXTEND PARTITION TO UNDERSIDE TO DECK. USE MOISTURE RESISTANT DRYWALL ON INTERIOR SIDE OF BATHROOM.

1424 SW 23rd Street MIAMI, FL 33145

FFE 8.31' NGVD

UL DESIGN NO U419 WALL RATING - 1HR REQUIRED RATING - 1HR

CENTER FOR COLLABORATIVE ARCHITECTURE

5/8" TYPE "X" GYPSUM BOARD (TAPED & SANDED) ON BOTH NEW SIDES OF 6" METAL STUDS (20GA) AT 16"O.C. WITH 5" PARKING STRIPPING THERMAFIBER SAFB BETWEEN STUDS AND RC-1 CHANNEL OR

1424 SW 23rd Street MIAMI, FL 33145

FFE 8.31' NGVD

ARCHITECT SEAL: JORGE CASTRO-CALOU - AR97469

EXISTING TREES

19 5/8" TYPE "X" GYPSUM BOARD (TAPED & SANDED) ON BOTH TO SIDES OF 3-5/8" METAL STUDS (20GA) AT 16"O.C. WITH 3" REMAIN THERMAFIBER SAFB BETWEEN STUDS. EXTEND PARTITION TO UNDERSIDE TO DECK. USE MOISTURE RESISTANT DRYWALL ON INTERIOR SIDE OF BATHROOM.

Existing 7,544 sq.ft lot with a 1 story building that had a full interiro renovation and parking lot renovation. Scope of working included new storefronts and doors, new plumbing , electrical and HVAC for inciming tenants, and new parking paving.

UL DESIGN NO U419 WALL RATING - 1HR ALL REQUIRED RATING - 1HR

OWNER:

TYPE

103

1 AA26001348

18 TYPE

OFFICE

104

1424 SW 23rd Street MIAMI, FL 33145

PATCH AND REPAIR EXISTTING ASPHALT

EXISTING SOD, REPLACE AS REQ.

OFFICE

4'-9"

PATCH AND REPAIR SIDEWALK PROPERTY LINE 150.00'

CONSTRUCTION LEGEND/ WALL TYPE

17 5/8" TYPE "X" GYPSUM BOARD (TAPED & SANDED) ON BOTH SIDES OF 6" METAL STUDS (20GA)EXISTING AT 16"O.C. WITH 5" SOD THERMAFIBER SAFB BETWEEN STUDS. EXTEND PARTITION TO UNDERSIDE TO DECK. USE MOISTURE RESISTANT DRYWALL ON INTERIOR SIDE OF BATHROOM.

AA26001348

TYPE

23'-5"

C E N T E W1 R FOR COLLABORATIVE ARCHITECTURE

FLOOR PLAN LEGEND

NE 2nd AVENUE

NEW NON-LOAD PARTITION WALL

1C 22'-11"

L1 L2

DESCRIPTION

FFE 8.31' NGVD

Miami, Florida

SYMBOL

EXISTING METAL FENCE TO REMAIN

ALL EXISTING TREES TO REMAIN

ONE STORY COMMERCIAL BUILDING #8267 7,290 SF

DESCRIPTION

8267 MIAMI

SF1

EXISTING SOD, REPLACE AS REQ.

SF5 D1

PARAMETRIC MODELING DESIGN PROCESS The following timeline shows the process of the physical form finding based on the biomimicry inspiration of the spider web and the cable structures of Frei Otto’s German Pavilion. With thd use of Grasshopper and Maya the shape of the net structure created was tested in different forms in which its tensile points were able to sustain the cable pavilion.

WEB PAVILION Miami, Florida Inspired by biomimicry and the design of Frei Otto’s tensile cable structure of his German Pavilion. This project is using the central courtyard at FlU’s Architecture buiding courtyard. Using the method of weaving in order to produce the net and with several trials including material changes, were able to create a system of netting that would cover the courtyard. The design process of the net was then transferred to a digital form where point were made and using the push and pull method to produce tensile moments within the net for the fabrication of the pavilion.

PARAMETRIC MODELING DESIGN PROCESS INDEX

Form-Finding System Net Structure

Biometric Research Garden Spider Zig Zag Web

Precedents German Pavilion

Biomimicry Inspiration Garden Spider

Digital Form-Finding Scripting in Grasshopper

Analogue Form-Finding Physical Experiment

Form Finding Experimeing with Fabric

Final Physical Model Physical Form Finding Model

Optimization Environmental Performance

Digital Form Finding Model on Maya

Fabrication Method of Assembly

Final 3D Printed Model Parametric Design

PROGRAMS USED CONNECTION POINTS

WEB FORM FINDING Using the spiders web as the biomimicry inspiration, there were several ways to create a web depending on the species of the spider. Analyzing the webs anchor and suspension points were taken into account when applied to the sturctural phase of the web pavilion.

SOLAR ANALYSIS

TWO POINTS ON SURFACE BRIDGE FRAME ANCHOR THREAD PRIMARY RADIUS THREAD

GRASS SPIDER

SAINT ANDREWS SPIDER

AUTOCAD-

SUN PATH (PHOTOS) DURING SUMMER

BLACK SPIDER

SUSPENSION POINTS (KNOTS) TWO POINTS

FUNNEL WEB

SHEET WEB

ORB WEB

SPIRAL ELEMENT

SECTION VIEW

TOP CROSS CONNECTIONS

SUN PATH

WE USED IT TO CUT EVERY SINGLE JERSEY AND MAKE THE PHYSICAL MODELS.

( 4 POINTS )

CENTER

RHINO-

WE USED IT TO CREATE THE SITE MODEL.

Pull Push

COB WEB

ZIG ZAG ELEMENT (FROM - GARDEN WEB)

CENTER

SUN PATH

ONE POINT ON SURFACE

SHADOWS

HOBO SPIDER

SECTION VIEW

ANCHOR POINT

TENSILE POINTS

SECONDARY RADIUS

SHADOWS

TOP SQUARE CONNECTIONS ( 4 POINTS)

FOR OUR WE USED MAYA TOcreat CREATE OUR 3D by MODEL BY lattice USING LATTICE For the next step the PROJECT use of the program Maya helped the 3D model using the tool. First we TOO. exported the flat shape MAYAYOU EXPORT YOUR FLAT SHAPE FROM RHINO INTO MAYA AND PULL AND PUSH THE LATTICE POINTS TOOL from Rhino into Maya and then pushing and pulling methods were used with the lattice points tool, until the desired form is created. UNTIL YOU CREATE THE FORM THAT YOU LIKE.

PROGRAM RECREATION CIRCULATION GATHERING

SECTION

PLAN

PROGRAM

LONGITUDINAL SECTION A

SITE PLAN

THE EYE AND CARBINE HOOK CONNECTION ARE ATTACHED TO THE CONCRETE GROUND IN ORDER TO PULL DOWN THE NET.

TYPE OF KNOTE USED TO CONNECT THE CONCRETE WALL AND THE WEB.

FABRICATION METHOD ANCHOR BOLTS ARE ATTATCHED TO A PLATE THAT WILL BE CONNECTED TO THE EYE BOLT THAT HOOKS TO THE NET ON THE OPPOSITE END.

CABLE NET STRUCTURE SUSPENDED FROM THE ANCHOR POINTS. THE CABLE NET IS GOING TO BE FORMED USING 8MM DIAMETER STAINLESS STEEL WIRES. USING WIRE CLAMPS AT THE NODES AND STEEL EYE BOLTS AT THE ANCHOR POINTS THAT WILL BE CONNECTED TO THE CONCRETE

WIRE CLAMPS

PRIMARY POINTS SECOND LEVEL

GROUND LEVEL

PUSH DOWN TO SURFACE DOWN

PRIMARY POINTS SECOND LEVEL

PULL UP TO CREATE SPACE SECONDARY POINT

6 AQUATIC RESEARCH LAB Miami Beach , Florida The purpose of this project is to understand and identify the program and activities of the two scientists that will be livng in this laboratory. Designing a carbon neutral module that allows 2 people to work and live. The research the scientists will be doing is based on water quality and the natural environment., which will require them to be in close contact to the water. The total program is within a total max of 800 SF and a spacial volume of 1600 SF. The building system will integrate renewable energy and a climatic responsive envelope with a required deep foundation and a floating foundation. While applying the following design strategies, issues such as sea level rise and the newly built sea wall had to be applied to the design.

CIRCULATORY SITE PLAN ANALYSIS

CIRCULATION-TRANSPORTATION ACCESS

LEGEND OF MOVEMENT

BUILDING PROGRAM

BUILING PROGRAM AND SCHEDULE

BUILDING PROGRAM

VEHICULAR AQUATIC

Two-Way traffic

One-Way traffic

BUS STOP

BUILDING PROGRAM

LOCATION OF FUTURE RESEARCH CENTER Glass Solar Panels

Program

Sq.Ft

Daily Use

User

8 hours

Demonstration

167

Students and Researchers

Exhibition

178

Cultural Visitors

5 hours

Restrooms

100

General Public

3 hours

26TH STREET

Sq.Ft

User

Research Lab

216

Scientists

8 hours

Living Area

162

Residents

5 hours

Secondary Research Lab

133

Scientists

4 hours

Program

25TH STREET

Daily Use

BUILDING PROGRAM

SEABUILDING LEVELPROGRAM REGULATIONS

24TH STREET Highest Tide 3 Foor Sea Level Rise

Sq.Ft 190

User

Daily Use 24 hours

NAVD88 Mean Sea Level Mean Tide Range

Program Mechanical

SITE PLAN

LONGITUDINAL SECTIONS

CROSS SECTIONS FIRST FLOOR PLAN CROSS SECTION B

NAL SECTIONS

LONGITUDINAL SECTION

ROOF PLAN

Meshed tessalated piping are pvs pipes used for rain water collection

Eco concrete to produce micro-organic species

GROUND PLAN LONGITUDINAL SECTION C

Concrete covered decking with EPS Foam to facilitate buoyancy

FOUNDATION PLAN

CROSS SECTION A

SUSTAINABLE SECTION

DESIGN PROCESS AND CONCEPT

ARTISTA HOUSING COMPLEX Miami Beach, Florida The set of mixed-use buildings are influenced by the artistic movement surrounding South Beach. Being able to accommodate any new coming and evolving artists. Surrounded by several historic and influential buildings such as The Bass Museum, Miami City Ballet and Miami Beach’s Local Library Branch , the site contains a dense amount of cultural institutions that will benefit from a mixed-used housing project. Offering several amenities that future residents will benefit from such as Art Studios, Gallery, Outdoor Entertainment area, Dance Studio and a Ballroom. Each floor has a terrace which allows residents in the building to be able to have a communal space to gather. The automated parking garage located in Building 1 allows a maximum of 50 car spaces making the parking process quicker and promoting urban parking solutions. The building offer different sized units, Building one as bigger residential units with up to a single room. Building 2 has dormitory styled units that can be shared for those residents looking for smaller units. Proposing two separate buildings which continue to be connected through its courtyards and system of terraces. Deriving from a simple concept of interlocking geometry that are commonly used and carving out the shape of the building, creating the system of terraces for both buildings.

Using boolean difference command on Rhino to carve out the shape of the building in order to create stepped terraces.

23RD STREET

11 1

5 5

66 6

77 7

88 8

10 10

99 9

10 11 11

1112 12

23RD STREET

1213 13

15 15

14 13 14

17 18 15 16 17 18

16 14 16

17 18

2 2

1 1A

3 3

75 7

8 8

97 9

10 10

10 12

11 11

11 13 13

12 15 14 14 15

1613 17 18 14 17 18 16

17 18 A

1' - 6" 1' - 6"

A A

260 SF

Redundant Room

263 SF

5' - 0"

E E

Commercial 1847 SF

92 263 SF

Storage 73 SF

Terrace

124 SF

Room

50 SF UP

Outdoor Seating

Room

127 SF

Redundant Room

Gallery 741 SF

Lobby 483 SF

Outdoor Room Stage 95

50 SF

Outdoor Stage Room

Mechanical 138 SF

Waste 62 SF 83 SF

F F

153 SF

Room

Room 85

90 SF

Room 98 144 SF

Room 86 47 SF

5' - 0"

Room 96

1' - 6"

Redundant Room

Room

5' - 0"

90 SF

Room

1' - 6"

98 144 SF

D D

E E

Terrace

Mechanical 138 SF

F F

Waste 138 SF

1' - 6"

Unit 259 SF

Unit

257 SF

266 SF

259 SF

Conference Room

LIBERTY STREET

293 SF

E E

F E

F F

Studio

982 SF

Trash

38 62 SF

Unit

257 SF

266 SF

259 SF

88 47 SF

17 18

A B UP

Unit 1571 SF

Terrace

LIBERTY STREET

Flex Space 718 SF

Conference Room 293 SF

FIFTH LEVEL PLAN

153 SF

Unit

Studio

Office 123 SF

130 SF

50 SF

MIAMI CITY BALLET

93 Redundant Room

2 3 3

1 2 2

3 4 4

4 5 5

6 6

7 7

7 8 8

9 9

10 11 11

10 10

11 12 12

12 13 13

13 14 14

14 16 16

15 15

15 16 17 18 17 18

Room

260 SF

Redundant Room

263 SF

C C

D D

Room

260 SF

Redundant Room

263 SF

Room 70

Unit 1571 SF

Redundant Room

Terrace

Unit 1571 SF

Terrace

1571 SF

LIBERTY STREET

Room

Room 70

Terrace

D D

Room 97

Room

153 SF

97 153 SF

Room

Unit

Unit 1571 SF

Room 95

Terrace

259 SF

Trash

E E

F F

36 50 SF

Trash Mechanical 36 35 50 SF 62 SF

Unit

1571 SF

Flex Space 718 SF

93 Redundant Room

127 SF

Redundant Room

93 Redundant Room

90 SF

144 SF

Room 86

85 Room

47 SF

90 86SF

Room

47 SF

Room

94 127 SF

Room

UP Room

DN Room

144 SF

Terrace Room

94 127 SF

21 769 SF

Room

Redundant Room

Room 259 SF

Room

UP Gallery

144 SF

Room

86 47 SF

E E

Mechanical Room

62 SF

97 153 SF

Unit

Room Room 98

Waste Room

Room Room Room 96

50 SF

Redundant Room

Terrace UP

Waste Room

153 SF

Room

C C

1571 SF

Redundant Room

LIBERTY STREET Terrace

17 18 A

Terrace

Flex Space 718 SF

1 1

B B

Room

17 18

UP Room

23RD STREET MIAMI BEACH LIBRARY 23RD STREET

Room

94 127 SF

1 1

23RD STREET

THIRD LEVEL PLAN

86 47 SF

Room Gallery 21

23RD STREET

Room

769 SF

B B

A A

144 SF

Waste Room

66 SF

90 SF

Room

50 SF

Mechanical

Room

982 SF

Waste Room

Room

Office 135 SF

FOURTH LEVEL PLAN

MIAMI BEACH LIBRARY

Unit

SECOND LEVEL PLAN

MIAMI BEACH LIBRARY

1571 SF

E E F F

MIAMI CITY BALLET

MIAMI CITY BALLET MIAMI CITY BALLET

87 90 SF

Waste

MIAMI BEACH LIBRARY MIAMI BEACH LIBRARY

17 18

MIAMI CITY BALLET

D D

MIAMI BEACH LIBRARY 23RD STREET MIAMI BEACH LIBRARY MIAMI BEACH

UP DN

Room 130 SF

Storage

66 SF

Mechanical

130 SF

37 50 SF

LIBRARY

MIAMI CITY MIAMI 1 CITY2 BALLET BALLET MIAMI CITY BALLET

Office 123 SF Room

50 SF

80SF 50 66 SF

Mechanical

88 47 SF

Office 135 SF Office 123 SF

982 SF

Waste

Office 135 SF

Studio

Waste Room Mechanical 79

87 90 SF

293 SF

50 SF

62 SF

Mechanical

Conference Room

C C

Terrace

LIBERTY STREET Terrace

Waste Room

Terrace

Room 1571 SF

Terrace

Storage

B B

Terrace

UP UP

E D

D D

MIAMI BEACH LIBRARY

23RD STREET

Unit 266 SF

Trash

47 SF

Waste 138 SF

Unit 257 SF

D C

C C

MIAMI CITY BALLET

Room

8' - 0"

Room

C B

A A

Terrace

1571 SF

B B

Redundant Room

5' - 0"

C D

C C

Room

Redundant Room

1' - 6"

Mechanical 138 SF

Waste 83 SF

Yoga Studio 469 SF

B A

A A

70 1571 SF

Room

8' - 0"

94 127 SF

Mechanical

1' - 6"

Outdoor Seating

Room

SB Yoga Studio 469 SF

153 SF

5' - 0"

Terrace

259 SF

Trash

1' - 6"

Room Redundant Room

Outdoor Seating

Lobby 1197 SF

Lobby

Outdoor Seating

Room

Mechanical

Lobby 35 483 SF62 SF

1197 SF

LIBERTY STREET 95 259 SF

Gallery 741 SF

Cafe 510 SF

B B

5' - 0"

Terrace

LIBERTY STREET

Terrace

Room

Restrooms Restrooms

LIBERTY STREET

5' - 0" Cafe 510 SF

Room

91 Redundant Room

Commercial Restrooms Restrooms 718 SF 124 SF 124 SF

124 SF Storage 73 SF Trash

1571 SF

LIBERTY STREET

Terrace

Commercial 718 SF

5' - 0"

Room

GROUND PLAN

Commercial 1847 SF

Room

Redundant Room

A A

DN Room

Commercial 1067 SF

Room

260 SF

Commercial 1067 SF

UP Room

DN DN

1' - 6"

1' - 6" DN

Room

144 SF

85 90 SF

F F

C D

2 2

A A

B B

3 3

4MIAMI 1 5CITY2 BALLET 4 5

3 6 47 5 8 6 7 8

69 7 9

10 10

11 11

1012 12

13 11 13

UP Room 70

17 18

A A 16

17 18

B B

C C

Terrace

Room 70

C C D D

1571 SF

A C

Terrace

B D Trash

C E

F F

D F

50 SF

Trash Storage 37 38 50 SF 62 SF Storage 62 SF

UP UP

E E

F F

Mechanical Waste 8887 4790 SFSF

Waste 88

ROOF PLAN

90 SF

DN DN

D D Mechanical

E E

MIAMI BEACH

15 13 LIBRARY17 14 16 18 15 16 17 18

1571 SF

14 12 14

47 SF

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Level 7 77' - 0"

Level 6 69' - 0"

Level 5 57' - 0"

LONGITUDINAL SECTION

Level 4 45' - 0"

Level 3 33' - 0"

Site Plan 26' - 6"

Level 2 21' - 0"

Lev el 1 Lot 1 5' - 0" Ground Level 1' - 6" FOUNDATION 0' - 0"

INTERIOR OF ART STUDIO 14

Level 9 1' - 6"

EXTERIOR ENTRANCE TO BUILDING 18

LEGEND

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ENCLOSED STAIRS NUMBER OF ENCLOSED STAIRS

EXIT DOORS

PARKING SPACES

ENCLOSED STAIRS

25 24

24"x24" COLUMN

Level 5 57' - 0"

NUMBER OF ENCLOSED STAIRS

Level 7 77' - 0"

Level 6 69' - 0"

CROSS SECTION

PARKING SPACES

Level 4 45' - 0"

Level 3 33' - 0"

24"x24" COLUMN

Site Plan 26' - 6"

Level 2 21' - 0"

C 20

Level 1 Lot 1 5' - 0" Ground Level FOUNDATION 1' - 6" 0' - 0"

Level 9 1' - 6"

PARKING 3751 sf OCC LOAD: 19

C D 22 PARKING 3751 sf LOADING AREA/ BACK OF HOUSE 344 sf

OCC LOAD: 19

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OCC LOAD: 2

-------

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E 23

Level 7 77' - 0"

Level 6 69' - 0"

Users\Carolina\Comprehensive Design\Drawings\Garage - Floor Plan.dwg, 7/25/2017 10:37:18 AM, DWG To PDF.pc3

Level 5 57' - 0"

D Level 4 45' - 0"

NORTH ELEVATION

LOADING AREA/ BACK OF HOUSE 344 sf

Level 3 33' - 0"

Site Plan 26' - 6"

Level 2 21' - 0"

OCC LOAD: 2

E Lev el 1 Lot 1 5' - 0" Ground Level 1' - 6" FOUNDATION 0' - 0"

Level 9 1' - 6"

AUTOMATIC GARAGE SECTION

C:\Users\Carolina\Comprehensive Design\Drawings\Garage - Floor Plan.dwg, 7/25/2017 10:42:51 AM, DWG To PDF.pc3

AUTOMATIC GARAGE PLAN

Level 8 85' - 0" Level 7 77' - 0" Level 6 69' - 0"

ARC 5483 Integrated Building Systems Summer 2017

Tripple Glazed Windows

Project Name

Level 5 57' - 0"

Glazed Curtain Wall Panels

Drop Ceiling 1' 6"

Level 4 45' - 0"

12” Concrete Post Tentioned Slab

Miami Beach Mixed Housing

Tripple Glazed Revisions/Reminder Lineweight Legends

3" Aluminum Facade Panels

Level 3 33' - 0"

Dimensions Layout Structural Grid Lines Spot Elevations

24”x24” Concrete Columns Level 2 21' - 0"

Name

Carolina Richardson

Drawing

Structural Section Level 1 5' - 0" Ground Level FOUNDATION 1' - 6" 0' - 0"

12” Concrete Retaining Wall

Date

7/28/2017 7:39:03 AM Scale

1" = 10'-0" Sheet No.

72”x48”x18” Rectangular Concrete Footing 1

STRUCTURAL SECTION

Structural Section 1" = 10'-0"

S300

AXONOMETRIC SECTION

EGRESS SECTION

8 Carriage House Seed Pavilion Savannah, Georgia The Seed Pavilion won at the 2010 World Expo and housed Kew’s Millennium Seed Bank. In this precedent study the The concept of design was toinorganize a collective texture of the wall is explored section and plan. This glass space varying and,reflectivity the writer box is the frameinofdarkenss the pavilion with 60,000foracrylic rods Victor Hugo, to be able to escape from his surroundpuncturing through the skin of the pavilion. By replicating ings and allow in theeach clarity of thethat carriage housethat to help the wall section process was taken was him finish his upcoming novel. With a retractable roof taken to build, it breaks down the wall into three lofted that allows most rods of the sunlight from to rods portray sections. Wooden representing theabove acrytlic in this clarity throughout the writers development space on study, with a steel and timber structure pass through an the second floor and reflect its way through the wateraluminum sleeve. fall opening that leads into the garden. The spaces were designed in relation to the roofs symmetry varying from dark and light spaces. Hugo will be able to experience different lighting schemes thoughout the carriage house and will be able to control the main source of lighting into the house with the retractable roof. The garden portion of the carriage house uses the same language as the one form the carriage house followed by the conencting waterfall leading into the garden. Continuing the reflectivity from the carriage house to the garden allowing both sections to become one setting a boundary between the porch area for the writer to enjoy with built in furniture.

GROUND PLAN

SECTION A-A

FIRST FLOOR PLAN B

SECTION B-B

SECTION C-C

AXONOMETRIC

7 ROW HOUSE Savannah, Georgia The facade of this row house is a screen-like exterior skin with non-structual steel beams that match the retractable roof of the carriage house being able to refract light into the units. The artists of this row house are installation artists that require as much space and light as possible. This facade allows a significant amount of light to filter into the units without being too direct. The interior is designed using a system of proportionate zones distinguishing between the private and public spaces in the unit, giving the artists a large studio spcae to work with with direct light that comes from the garden side of the rowe house. The bedroom space can be closed off and converted into a larger living or studio area that will be maneuvered with a similar screen panel. The initial approach is to improve the quality of light in these row houses that are limited with light due to the parti walls. The amount of lighting distributed within the unit resides on the partuicular space. The living area will be warm and dim with partial light reflecting through the screen facade as opposed to the studio area which which is evenly lit to be a focused working space.

A 1

SCALE: 1/32" = 1'-0"

UNIT PLAN SCALE: 1/4" = 1'-0"

C UNIT SECTION 1 SCALE: 1/4" = 1'-0"

SCALE: 1/8" = 1'-0"

SCALE: 1/4" = 1'-0"

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UNIT SECTION 2

C:\Users\Carolina\Design 6\Project 3\Project 3 Infill House Drawings.dwg, 4/26/2016 1:17:02 AM, DWG To PDF.pc3

9 AMAZON PRODUCT DESIGN Transitioning from architecture to product design allowed the partnership between degital design and e-commerce. The following projects are reeveluated existing amazon products that were altered and prototyped based on customers needs and input. When reevaluating a product , as designers the terms of marketing and sales are taken incorporated in the design process. The first project is based off of Amazon’s best selling camera strap. Improving the straps design based on the customers opinions and creating your own brand that will represent the company and work that is being modeled. The following project is a modular cake stand that is reusable and and can assembled quicly into a cupcake stand and disassembled into indiviual pastry stands. Merging architectural elements with marketing products can lead to an innovative way of advancing in e-commerce with rapid protyping using three dimensional modeling and printing .

Proposal

Top main issue : Buckle

Secure loops

Thin body

Thinner connectors and several size options

How can we change this issue? Re-design buckle - Thinner - Small connectors - Less material

Goals - Secure and thin buckle - Reduce production cost by 5 to 10 cents - Less material -Securer loop on both ends

Packaging Prototype

8” Diameter

10” Diameter

12” Diameter

Detachable modulare pieces

Packaging Prototype

10 ROBOTICS LAB COMPETITION Miami, Florida This competition was intended to propose a new CARTA Robotics, Digital Fabrication and Visualization Lab at FlU. The site is located adjacent to the current architecture school fabrication lab. The programatic composition of the future lab consists of 5 different zones hosting from robotic arms to several 3D printers. In order to exhibit a fully climate resilient structure to adapt to Miami’s subtropical geography, enviornmental strategies were applied. Focusing on sea level rise, inundation, hurricane and tropical storms, energy independence and water filtration.

PROGRAM

PCA 03 25' - 0"

---

PCA 02 12' - 6"

BATHROOM BATHROOM

PCA 01 0' - 0"

ELEVATOR 4

M/C ROOM

BATHROOM

---

CROSS SECTION A

ELEVATOR

M/C ROOM

ELEVATOR 7

---

GROUND LEVEL

---

GROUND LEVEL CROSS SECTION B

CROSS SECTION C SECOND LEVEL

SECOND LEVEL

INTERIOR RENDERINGS

---

PCA 03 25' - 0"

Building design and placement was implemented to use prevailing winds. Creating corridors to allow breezes to run witin the public areas between the buildings.

All buildings are elvated 4 feet to protect machinery from any possible flooding.

Large glass automated doors will be placed in each of the loading zones of the carta and woodshop which are on the north facade.

PCA 02 12' - 6"

PCA 01 0' - 0" Longitudinal Section

---

SEED PAVILION The Seed Pavilion won at the 2010 World Expo and housed Kew’s Millennium Seed Bank. In this precedent study the texture of the wall is explored in section and plan. This glass box is the frame of the pavilion , with 60,000 acrylic rods puncturing through the skin of the pavilion. By replicating the wall section in each process that was taken that was taken to build, it breaks down the wall into three lofted sections. Wooden rods representing the acrytlic rods in this study, with a steel and timber structure pass through an aluminum sleeve.

SEED PAVILION WALL LOFTING REPLICATION

Once the section of the Seed Pavilion was carefully studied , in the following study model the combination of the three different wall loftings are combined. Understanding the way the glass skin is a treshold that can be replicated as a grid throughout the study. The wooden rods integrate with the threshold and creates boundaries within the spaces.

PLAN C

SECTION A-A

SECTION B-B

SECTION C-C

SECTION A-A

PLAN

SECTION B-B