36
North Miami Beach, Florida 2151 NE 163 ST. ã2018 DORSKY + YUE INTERNATIONAL LLC INTERNATIONAL "3C)I5&C563& DORSKY + YUE CLEVELAND P: 216.468.1850 F: 216.464.3610 FORT LAUDERDALE P: 954.703.7830 F: 954.524.8604 Date: Project No: DY201859 05.28.2019 LLC 2151 NE 163rd St. CITY OF NORTH MIAMI BEACH, FLORIDA ALL RIGHTS RESERVED DEPARTMENT OF COMMUNITY DEVELOPMENT SUBMITTAL FOR: DEVELOPMENT REVIEW COMMITTEE (DRC) May 28th, 2019 LANDSCAPE ARCHITECT: ARCHITECT: 101 NE 3rd Avenue, Suite 500 Ft. Lauderdale Florida 33301 Ph: 954.703.7830 Fax: 954.524.8604 DORSKY YUE INTERNATIONAL, LLC. COVER SHEET VL101 - ALTA/NSPS LAND TITLE SURVEY ARCHITECTURAL PLANS A100 - CONTEXT PLAN A100A - DENSITY COMPARISON EXHIBIT A101 - GROUND FLOOR PLAN A102 - 2ND LEVEL PARKING PLAN A103 - 3RD TO 7TH LEVEL PARKING PLAN A104 - 8TH LEVEL PARKING PLAN A105 - AMENITY LEVEL FLOOR PLAN A106 - 10TH - 33RD FLOOR PLANS A107 - LOWER ROOF PLAN A108 - UPPER ROOF PLAN A301 - SOUTH ELEVATION A302 - WEST ELEVATION A303 - NORTH ELEVATION A304 - EAST ELEVATION A310 - BUILDING SECTION A311 - BUILDING SECTIONS TABLE OF CONTENTS AE-1 AERIAL - CONTEXT PHOTOGRAPHS EXHIBIT L-1 GROUND LEVEL LANDSCAPE PLAN L-2 AMENITY FLOOR LANDSCAPE PLAN L-3 LANDSCAPE DETAILS TD -1 TREE DISPOSITION PLAN LANDSCAPE PLANS CS101 - CIVIL SITE PLAN CG101 - GRADING AND DRAINAGE PLAN CU101 - UTILITY PLAN CIVIL PLANS PH1 - SITE PLAN LIGHTING PH2 - GROUND FLOOR LIGHTING PH3 - 2ND FLOOR PARKING GARAGE LIGHTING PH4 - 3RD TO 7TH PARKING GARAGE LIGHTING PH5 - 8TH FLOOR PARKING GARAGE LIGHTING PHOTOMETRICS PLAT CIVIL ENGINEER: LAND USE ATTORNEY: DEVELOPER: 307 S 21st Avenue Hollywood, Florida 33020 Ph: 954.923.9681 Fax: 954.923.9689 WITKIN HULTS DESIGN GROUP 110 East Broward Boulevard Suite 1500 Fort Lauderdale, FL 33301 Ph: 954.923.9681 Fax: 954.923.9689 LANGAN 200 S Biscayne Boulevard, Suite 850 Miami, Florida 33131 Ph: 305.377.6220 Fax: 305.377.6222 BERCOW RADELL FERNANDEZ & LARKIN 55 NE 59th Street, 24th Floor New York, NY 10022 Ph: 212.616.0400 Fax: 212.616.0401 BIZZI & PARTNERS DEVELOPMENT, LLC. A320 - SOUTH EAST & SOUTH WEST PERSPECTIVES A321 - NORTH EAST & NORTH WEST PERSPECTIVES A322 - SOUTH WEST LOW ANGLE PERSPECTIVE RENDERINGS OWNER: 55 NE 59th Street, 24th Floor New York, NY 10022 Ph: 212.616.0400 Fax: 212.616.0401 2101 AVENTURA PROPERTY OWNER, LLC. VL102 - ALTA/NSPS LAND TITLE SURVEY - NOTES

2151 NE 163rd St

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North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

2151 NE 163rd St.

CITY OF NORTH MIAMI BEACH, FLORIDA

ALL RIGHTS RESERVED

DEPARTMENT OF COMMUNITY DEVELOPMENT

SUBMITTAL FOR:

DEVELOPMENT REVIEW COMMITTEE (DRC)

May 28th, 2019

LANDSCAPE

ARCHITECT:

ARCHITECT:

101 NE 3rd Avenue, Suite 500

Ft. Lauderdale Florida 33301

Ph: 954.703.7830

Fax: 954.524.8604

DORSKY YUE INTERNATIONAL, LLC.

COVER SHEET

VL101 - ALTA/NSPS LAND TITLE SURVEY

ARCHITECTURAL PLANS

A100 - CONTEXT PLAN

A100A - DENSITY COMPARISON EXHIBIT

A101 - GROUND FLOOR PLAN

A102 - 2ND LEVEL PARKING PLAN

A103 - 3RD TO 7TH LEVEL PARKING PLAN

A104 - 8TH LEVEL PARKING PLAN

A105 - AMENITY LEVEL FLOOR PLAN

A106 - 10TH - 33RD FLOOR PLANS

A107 - LOWER ROOF PLAN

A108 - UPPER ROOF PLAN

A301 - SOUTH ELEVATION

A302 - WEST ELEVATION

A303 - NORTH ELEVATION

A304 - EAST ELEVATION

A310 - BUILDING SECTION

A311 - BUILDING SECTIONS

TABLE OF CONTENTS

AE-1 AERIAL - CONTEXT PHOTOGRAPHS EXHIBIT

L-1 GROUND LEVEL LANDSCAPE PLAN

L-2 AMENITY FLOOR LANDSCAPE PLAN

L-3 LANDSCAPE DETAILS

TD -1 TREE DISPOSITION PLAN

LANDSCAPE PLANS

CS101 - CIVIL SITE PLAN

CG101 - GRADING AND DRAINAGE PLAN

CU101 - UTILITY PLAN

CIVIL PLANS

PH1 - SITE PLAN LIGHTING

PH2 - GROUND FLOOR LIGHTING

PH3 - 2ND FLOOR PARKING GARAGE LIGHTING

PH4 - 3RD TO 7TH PARKING GARAGE LIGHTING

PH5 - 8TH FLOOR PARKING GARAGE LIGHTING

PHOTOMETRICS

PLAT

CIVIL

ENGINEER:

LAND USE

ATTORNEY:

DEVELOPER:

307 S 21st Avenue

Hollywood, Florida 33020

Ph: 954.923.9681

Fax: 954.923.9689

WITKIN HULTS DESIGN GROUP

110 East Broward Boulevard Suite 1500

Fort Lauderdale, FL 33301

Ph: 954.923.9681

Fax: 954.923.9689

LANGAN

200 S Biscayne Boulevard, Suite 850

Miami, Florida 33131

Ph: 305.377.6220

Fax: 305.377.6222

BERCOW RADELL FERNANDEZ & LARKIN

55 NE 59th Street, 24th Floor

New York, NY 10022

Ph: 212.616.0400

Fax: 212.616.0401

BIZZI & PARTNERS DEVELOPMENT, LLC.

A320 - SOUTH EAST & SOUTH WEST PERSPECTIVES

A321 - NORTH EAST & NORTH WEST PERSPECTIVES

A322 - SOUTH WEST LOW ANGLE PERSPECTIVE

RENDERINGS

OWNER:

55 NE 59th Street, 24th Floor

New York, NY 10022

Ph: 212.616.0400

Fax: 212.616.0401

2101 AVENTURA PROPERTY OWNER, LLC.

VL102 - ALTA/NSPS LAND TITLE SURVEY - NOTES

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

N.E. 163 RD STREET (STATE ROAD #826)

N.E

. 21S

T A

VE

N.E

. 22N

D A

VE

SITE

15'-0"

TOWER

SETBACK

15'-0"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

15'-0"

SE

TB

AC

K

N.E. 163 RD STREET ( STATE ROAD #826)

UNNAMED ALLEY

NE

2

2N

D A

VE

W D

IX

IE

H

IG

HW

AY

NE 162 ND STREET

NE

2

1S

T A

VE

NE 162 ND STREET

UNNAMED ALLEY

NE 164TH ST

PROPOSED

33-STORY

RESIDENTIAL

MU/TC

1 STORY

COMMERCIAL

MU/TC

GAS STATION

MU/TC

1 STORY

RESTAURANT

MU/TC

1 STORY

COMMERCIAL

MU/TC

1 STORY

COMMERCIAL

MU/TC

1 STORY

POST OFFICE

MU/TC

8 STORY

RESIDENTIAL

PARKING

MU/TC

8 STORY

RESIDENTIAL

MU/TC

10 STORY

RESIDENTIAL

MU/TC

3 STORY

TELEPHONE PLANT

MU/TC

1 STORY

OFFICE

MU/TC

COMMERCIAL

PARKING

1 STORY

GAS STATION

MU/TC

1 STORY

COMMERCIAL

MU/TC

ERCIAL

10 STORY

RESIDENTIAL

MU/TC

STORY

IDENTIAL

RESIDENTIAL

PARKING

1 STORY

COMMERCIAL

MU/EC

COMMERCIAL

1 STORY

RESTAURANT

MU/EC

1 STORY

CAR DEALERSHIP

MU/EC

1 STORY

CAR DEALERSHIP

MU/EC

1 STORY

STORAGE

MU/EC

DEALERSHIP

PARKING

2 STORY

OFFICE

MU/EC

2 STORY

MEDICAL

OFFICE

MU/EC

3 STORY

OFFICE

MU/EC

OFFICE

PARKING

OFFICE

PARKING

2 STORY

COMMERCIAL

MU/TC

DN

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 120'-0"

CONTEXT PLAN

1

A100 A100

SITE DATA

LOT AREA ( SF/ACREAGE)

NET GROSS

SECONDARY (NE 163RD ST.) 15'-0"

47,900 SF (1.099 Acres) 47,900 SF (1.099 Acres)

SETBACKS

SECONDARY (NE 21ST AVE.) 23'-0"

ALLEY

SIDE (INTERIOR)

BUILDING HEIGHT:

PARKING DATA (PER FULFORD MIXED USE TOWN CENTER DISTRICT TABLE MU/ TC-5)

BICYCLE PARKING

LOADING

(RESIDENTIAL)

RESIDENTIAL (1 PER 15 PARKING)

456/15 = 31

3 SPACES IF >200 UNITS

(12'X30'X14'H)

PARKING PROVIDED

GROUND FLOOR

2nd LEVEL

4th LEVEL

6th LEVEL

92 SPACES (INC. 2 HC SPACE)

20 SPACES (INC. 1 HC SPACE)

TOTAL 646 SPACES (including 13 HC SPACES)

ZONING DESIGNATION: MU/ TC (FULFORD MIXED USE TOWN CENTER )

PROJECT DESCRIPTION:

456 MULTIFAMILY RESIDENTIAL WITH PARKING GARAGE AND COMMON AMENITIES

5th LEVEL

3rd LEVEL

0'-0" FOR PODIUM

15'-0" FOR TOWER

10'-0" BLDG. FRONTAGE: 80%

RESIDENT PARKING

REQUIRED PROVIDED

1 SPACE PER DWELLING UNIT= 456

1 SPACE PER 20 UNITS= 23VISITOR PARKING

DEVELOPMENT/PROJECT ADRESS: 2151 NE 163 Street North Miami Beach, FL 33162

TOTAL LAND AREA (ACREAGE):

SITE ADJACENT TO WATERWAY:

37,900 SF

RESIDENTIAL DEVELOPMENT

FLOORS 10 -33 (24)

STUDIO 1 BEDROOM 2 BEDROOM 3 BEDROOM

B1 (1,081 SF)

TOTAL (456 UNITS) 216 144 24

7th LEVEL

8th LEVEL

92 SPACES (INC. 2 HC SPACE)

92 SPACES (INC. 2 HC SPACE)

92 SPACES (INC. 2 HC SPACE)

92 SPACES (INC. 2 HC SPACE)

92 SPACES (INC. 2 HC SPACE)

74 SPACES

BUILDING FOOTPRINT COVERAGE:

NO

DESIGN FLOOD ELEVATION: 7.0' NGVD29

BASE FLOOD ELEVATION: 6.0' NGVD29

72

C1 (1,321 SF)

355'- 8"

JURISTICTION: City of North Miami Beach, FL

0'-0" FOR PODIUM

15'-0" FOR TOWER

15'-0" BLDG. FRONTAGE: 60%

MIN. 1'-0" FOR PODIUM

MIN. 15'-0" FOR TOWER

6'-8" FOR PODIUM

15'-0" FOR TOWER

RETAIL PARKING 2 SPACE PER 1,000 SF= 15

REDUCTION FOR SHARE 5% RETAIL PARKING= -1

TOTAL 494 646

BICYCLE PARKING RETAIL (1 PER 15 PARKING)

15/15 = 1

LOADING

(RETAIL)

1 SPACE= 3,000SD- 10,000 SF

(12'X30'X14'H)

32

3 SPACES

1 SPACE

LAND USE DESIGNATION: INDUSTRIAL/VACANT

WATER/WASTEWATER PROVIDER: Public Works Department - Water and Sewer, City of North Miami Beach, FL

SITE DENSITY 415 Units/Acre

47,900 SF (1.099 Acres)

415 Units/Acre

REQUIRED PROPOSED

NON RESIDENTIAL

STRUCTURE LENGTH: 300'- 0"

NUMBER OF STORIES: 33

VEHICULAR USE AREA: 8,033 SF(17%)

OPEN SPACE: 10,000 SF(21%)

LANSCAPE AREA: 10,000 SF(21%)

B2 (1,033 SF)

B3 (1,055 SF)

B4 (1,086 SF)

B5 (1,133 SF)

B6 (1,010 SF)

A1 (727 SF)

A2 (695 SF)

A3 (762 SF)

A4 (862 SF)

S1 (604 SF)

S2 (552 SF)

S3 (567 SF)

RETAIL: 7,408 SF

AVERAGE UNIT AREA:

852 SF

AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
C
AutoCAD SHX Text
C

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

1

A100A

19 UNITS PER FLOOR X 24 FLOORS= 456 UNITS

AVERAGE UNIT SIZE: 852 SF

R

AM

P @

12%

4 SPACES

47 SPACES

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

226 SPACES

84 SPACES

12 SPACES

273 SPACES

RA

MP

@ 4

.92%

16 SPACES

16 SPACES

17'-0"

7'-1

0"

P

L

TO

WE

R S

ET

BA

CK

15'-0"

58'-5

1

2

"

TOWER

SETBACK

15'-0"

SETBACK

10'-0" 11'-1"

SE

TB

AC

K

R/W

16'-4"

N.E. 21ST AVENUE

12 SPACES

12 SPACES

12 SPACES

12 SPACES

12 SPACES

12 SPACES

3'-3

1

2

"

39 SPACES

39 SPACES

35 S

PA

CE

S

35 S

PA

CE

S

35 S

PA

CE

S

35 S

PA

CE

S

35 S

PA

CE

S

35 S

PA

CE

S

39 SPACES

39 SPACES

39 SPACES

39 SPACES

39 SPACES

RA

MP

@ 4

.92%

16 S

PA

CE

S

7 SPACES

7'-6

"

6 SPACES

6 SPACES

6 SPACES

6 SPACES

6 SPACES

6 SPACES

8TH FLOOR PARKING

EL. + 75'-0"

10TH FLOOR

EL. + 100'-8"

11TH FLOOR

EL. + 110'-4"

GROUND FLOOR

EL. + 0'-0" = (NAVD +7.0')

2ND FLOOR PARKING

EL. + 17'- 0"

3RD FLOOR PARKING

EL. + 26'-8"

4TH FLOOR PARKING

EL. + 36'-4"

5TH FLOOR PARKING

EL. + 46'-0"

6TH FLOOR PARKING

EL. + 55'-8"

7TH FLOOR PARKING

EL. + 65'-4"

17'-0"

9TH FLOOR AMENITY

EL. + 88'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

13'-8"

12'-0"

9'-8"

12TH FLOOR

EL. + 120'-0"

9'-8"

13TH FLOOR

EL. + 129'-8"

9'-8"

14TH FLOOR

EL. + 139'-4"

9'-8"

15TH FLOOR

EL. + 149'-0"

9'-8"

16TH FLOOR

EL. + 158'-8"

9'-8"

17TH FLOOR

EL. + 168'-4"

9'-8"

18TH FLOOR

EL. + 178'-0"

9'-8"

19TH FLOOR

EL. + 187'-8"

9'-8"

20TH FLOOR

EL. + 197'-4"

9'-8"

21ST FLOOR

EL. + 207'-0"

9'-8"

22ND FLOOR

EL. + 216'-8"

9'-8"

23RD FLOOR

EL. + 226'-4"

9'-8"

24TH FLOOR

EL. + 236'-0"

9'-8"

25TH FLOOR

EL. + 245'-8"

9'-8"

26TH FLOOR

EL. + 255'-4"

9'-8"

27TH FLOOR

EL. + 265'-0"

9'-8"

28TH FLOOR

EL. + 274'-8"

9'-8"

29TH FLOOR

EL. + 284'-4"

9'-8"

30TH FLOOR

EL. + 294'-0"

9'-8"

31ST FLOOR

EL. + 303'-8"

9'-8"

32ND FLOOR

EL. + 313'-4"

9'-8"

33RD FLOOR

EL. + 323'-0"

9'-8"

TOP ROOF PARAPET

EL. + 355'-8"

22'-0"

355'-8"

ROOF

EL. + 333'-8"

10'-8"

24 R

ES

ID

EN

TIA

L LE

VE

LS

19 U

NIT

S P

ER

F

LO

OR

R

AM

P @

12%

10 SPACES

4 SPACES

86 SPACES

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

233 SPACES

84 SPACES

12 SPACES

12 SPACES

36 S

PA

CE

S

36 S

PA

CE

S

36 S

PA

CE

S

36 S

PA

CE

S

36 S

PA

CE

S

37 SPACES

259 SPACES

RA

MP

@ 4

.92%

36 S

PA

CE

S

15 SPACES

17 S

PA

CE

S

RA

MP

@ 4

.92%

15 SPACES

17'-0"

7'-1

0"

7'-6

"

P

L

TO

WE

R S

ET

BA

CK

15'-0"3'-3"

TOWER

SETBACK

15'-0"

SETBACK

10'-0" 11'-1"

SE

TB

AC

K

R/W

16'-4"

N.E. 21ST AVENUE

12 SPACES

12 SPACES

12 SPACES

12 SPACES

12 SPACES

37 SPACES

37 SPACES

37 SPACES

37 SPACES

37 SPACES

37 SPACES

12 SPACES

12 SPACES

12 SPACES

12 SPACES

12 SPACES

12 SPACES

3'-3

1

2

"

8TH FLOOR PARKING

EL. + 75'-0"

10TH FLOOR

EL. + 100'-8"

11TH FLOOR

EL. + 110'-4"

GROUND FLOOR

EL. + 0'-0" = (NAVD +7.0')

2ND FLOOR PARKING

EL. + 17'- 0"

3RD FLOOR PARKING

EL. + 26'-8"

4TH FLOOR PARKING

EL. + 36'-4"

5TH FLOOR PARKING

EL. + 46'-0"

6TH FLOOR PARKING

EL. + 55'-8"

7TH FLOOR PARKING

EL. + 65'-4"

17'-0"

9TH FLOOR AMENITY

EL. + 88'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

13'-8"

12'-0"

9'-8"

12TH FLOOR

EL. + 120'-0"

9'-8"

13TH FLOOR

EL. + 129'-8"

9'-8"

14TH FLOOR

EL. + 139'-4"

9'-8"

15TH FLOOR

EL. + 149'-0"

9'-8"

16TH FLOOR

EL. + 158'-8"

9'-8"

17TH FLOOR

EL. + 168'-4"

9'-8"

18TH FLOOR

EL. + 178'-0"

9'-8"

19TH FLOOR

EL. + 187'-8"

9'-8"

20TH FLOOR

EL. + 197'-4"

9'-8"

21ST FLOOR

EL. + 207'-0"

9'-8"

22ND FLOOR

EL. + 216'-8"

9'-8"

23RD FLOOR

EL. + 226'-4"

9'-8"

24TH FLOOR

EL. + 236'-0"

9'-8"

25TH FLOOR

EL. + 245'-8"

9'-8"

26TH FLOOR

EL. + 255'-4"

9'-8"

27TH FLOOR

EL. + 265'-0"

9'-8"

28TH FLOOR

EL. + 274'-8"

9'-8"

29TH FLOOR

EL. + 284'-4"

9'-8"

30TH FLOOR

EL. + 294'-0"

TOP ROOF PARAPET

EL. + 326'-8"

22'-0"

326'-8"

ROOF

EL. + 304'-8"

10'-8"

9'-8"

21 R

ES

ID

EN

TIA

L LE

VE

LS

23 U

NIT

S P

ER

F

LO

OR

B6

1018 SF

S2

576 SF

S1

573 SF

B1

1082 SF

B5

1133 SF

B4

1086 SF

A4

862 SF

A1

719 SF

B2

1046 SF

S3

610 SF

A3

762SF

A2

695 SF

B3

1055 SF

C1

1292 SFB3

1055 SF

A2

695 SF

A2

695 SF

A2

695 SF

A2

695 SF

A3

762SF

A3

762SF

A3

762SF

A4

862 SF

TOTAL GROSS AREA = 22874 SQ. FT.

DN

UP

DN

UP

UP

DN

2

A100A

23 UNITS PER FLOOR X 21 FLOORS= 483 UNITS

AVERAGE UNIT SIZE: 847 SF

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 100'-0"

EXHIBIT- UNIT DENSITY FOR 33-STORY BUILDING

1

A100A

A100A

1" = 100'-0"

EXHIBIT- UNIT DENSITY FOR 30-STORY BUILDING

2

A100A

15'-0"

TOWER

SETBACK

15'-0"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

N.E

. 21S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

15'-0"

SE

TB

AC

K

300'-0"

126'-4"

300'-0"

44'-0" 156'-10" 57'-2" 42'-0"

1'-6"23'-0"

76'-3"

50'-1"

126'-4"

15'-1"

6'-8"

6'-8"

15'-1"

2'-0"

4'-8"

50'-0"

65'-1"

40'-0"

60'-3"

4

4'-1"

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

AREA TABLE GROUND FL

NET COMMERCIAL AREA 7,408 SF

20'-0"

TENANT STORAGE

2137 SF

25'-0"

15'-0"

15'-0"

20'-0"

FPL VAULT

1302 SF

LOBBY

4478 SF

MANAGEMENT

1074 SF

DOMESTIC

PUMP

264 SF

FIRE

PUMP

248 SF

TEL

/ TV

293 SF

MAILROOM

827 SF

PARCEL

STORAGE

496 SF

MAINTANANCE

534 SF

BIKE STORAGE

1464 SF

WOMEN'S

80 SF

MEN'S

80 SF

15'-0"

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

1

A310

2

A3

11

1

A3

11

LEASING

1143 SF

LIGHT POLE (TYP)

24'-0"

1" = 40'-0"

GROUND LEVEL FLOOR PLAN

1

A101

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

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FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

A101

AutoCAD SHX Text
PLATTED AS OCEAN BOULEVARD (STATE ROAD NO. 270) 100' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
20' WIDE PUBLIC ALLEYWAY
AutoCAD SHX Text
PLATTED AS OAS S.E. 2ND AVENUE 80' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
UP 6.67% MAX. SLOPE
AutoCAD SHX Text
UP 12% MAX.
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
DROP OFF

300'-0"

126'-4"

300'-0" 1'-6"23'-0"

120'-0"

126'-4"

15'-1"

6'-8"

6'-8"

15'-1"

6'-4"

6'-4"

120'-0"

9'-0"

TYP.

18'-0"

23'-0"

18'-0"

8"

18'-0"

23'-0"

18'-0"

9'-0"

TYP.

23'-4"

23'-0" 18'-0"

20'-0"

17

7

11

8

26

26

14

12'-0"

5'-0"

12'-0"

TYP.

TYP.

+17'-0"

2ND FLOOR

+17'-0"

2ND FLOOR

76'-8" 56'-3" 59'-6" 27'-6" 30'-6" 49'-7"

50'-0"

71'-5"

40'-0"

60'-3"

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

PARKING AREA = 34,499 SF

TOTAL PARKING = 92 SPACES

DN 12%

SLOPE

UP 4.92%

SLOPE

DN 4.92%

SLOPE

1

A310

2

A3

11

1

A3

11

15'-0"

TOWER

SETBACK

15'-0"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

N.E

. 21S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

15'-0"

SE

TB

AC

K

72'-4"

2

20'-8"

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

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FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

2ND LEVEL PARKING PLAN

1

A102

A102

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

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P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

AutoCAD SHX Text
PLATTED AS OCEAN BOULEVARD (STATE ROAD NO. 270) 100' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
20' WIDE PUBLIC ALLEYWAY
AutoCAD SHX Text
PLATTED AS OAS S.E. 2ND AVENUE 80' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
C
AutoCAD SHX Text
C

15'-0"

TOWER

SETBACK

15'-0"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

N.E

. 21S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

15'-0"

SE

TB

AC

K

300'-0"

300'-0" 1'-6"23'-0"

120'-0"

6'-4"

126'-4"

15'-1"

6'-8"

126'-4"

6'-8"

15'-1"

6'-4"

120'-0"

26

8

26

17

13

18'-0"

23'-0"

18'-0"

8"

18'-0"

23'-0"

18'-0"

23'-4"

23'-0" 18'-0"

20'-0"

9'-0"

TYP.

9'-0"

TYP.

2

12'-0"

5'-0"

12'-0"

TYP.

TYP.

+26'-8"

3RD FLOOR

+36'-4"

4TH FLOOR

+46'-0"

5TH FLOOR

+55'-8"

6TH FLOOR

+65'-4"

7TH FLOOR

+26'-8"

3RD FLOOR

+36'-4"

4TH FLOOR

+46'-0"

5TH FLOOR

+55'-8"

6TH FLOOR

+65'-4"

7TH FLOOR

50'-0"

60'-5"

71'-5"

40'-0"

PARKING AREA = 34,498 SF

TOTAL TYP PARKING = 92 SPACES

DN 4.92%

SLOPE

UP 4.92%

SLOPE

1

A310

2

A3

11

1

A3

11

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

20'-8"

72'-4"

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

3RD TO 7TH LEVEL PARKING PLAN

1

A103

A103

AutoCAD SHX Text
C
AutoCAD SHX Text
C

15'-0"

TOWER

SETBACK

15

'-0

"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

N.E

. 21S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

15

'-0

"

SE

TB

AC

K

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

286'-8"

70

'-0

"

76'-8"

TOTAL BLDG. GROSS = 19281 SF

POOL

2260 SF

AMENITY

16367 SF

12

0'-0

"

41

'-8

"

229'-10" 56'-10" 13'-4"

41

'-7

1 2

"

1

A310

2

A3

11

1

A3

11

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

AMENITY LEVEL FLOOR PLAN

1

A106

A105

AutoCAD SHX Text
C
AutoCAD SHX Text
C

15'-0"

TOWER

SETBACK

15

'-0

"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

N.E

. 21S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

15

'-0

"

SE

TB

AC

K

AREA TABLE TYP RESIDENTIAL FL

RESIDENTIAL NET AREA16233 SQ. FT.

GROSS AREA19035 SQ. FT.

EFFICIENCY (%)

85.00 %

229'-10"

41

'-8

"

70

'-0

"

B6

1010 SF

S2

552 SF

S1

604 SF

B1

1081 SF

B5

1133 SF

B4

1086 SF

A4

862 SF

A1

709 SF

B2

1033 SF

S3

567 SF

A2

695 SF

C1

1321 SFB3

1055 SF

A2

695 SF

A2

695 SF

A3

762SF

A3

762SF

A4

862 SF

TOTAL GROSS AREA = 19051 SF

76'-8" 153'-2"

300'-0"

12

6'-4

"

300'-0" 1'-6"23'-0"

11

1'-8

"6

'-4

"

12

6'-4

"1

5'-1

"

6'-8

"

6'-8

"

15

'-1

"

50

'-0

"

65

'-1

"

40'-0"

13'-4"

70'-2"

4'-1"

41

'-8

"6

'-4

"

8'-4

"

60'-3"

1

A310

2

A3

11

1

A3

11

A2

695 SF

56'-10"

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

DN

UP

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

10TH - 33TH LEVEL FLOOR PLANS

1

A106

A106

AutoCAD SHX Text
C
AutoCAD SHX Text
C

111'-8"

286'-5"

41'-8"

76'-8" 209'-9"

40'-0" 23'-0"

50'-0"

21'-5"

70'-0"

48'-0"

UP

PUMP

ROOM

550 SQ. FT.

BOILER

ROOM

550 SQ. FT.

1

A310

2

A3

11

1

A3

11

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

DN

UP

15'-0"

TOWER

SETBACK

15'-0"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

N.E

. 2

1S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

15'-0"

SE

TB

AC

K

1" = 40'-0"

LOWER ROOF PLAN

1

A107

A107

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

AutoCAD SHX Text
PLATTED AS OCEAN BOULEVARD (STATE ROAD NO. 270) 100' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
20' WIDE PUBLIC ALLEYWAY
AutoCAD SHX Text
PLATTED AS OAS S.E. 2ND AVENUE 80' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
5
AutoCAD SHX Text
C
AutoCAD SHX Text
C

15'-0"

TOWER

SETBACK

15'-0"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

N.E

. 2

1S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

15'-0"

SE

TB

AC

K

111'-8"

286'-5"

41'-8"

76'-8" 209'-9"

40'-0" 23'-0"

50'-0"

21'-5"

70'-0"

48'-0"

1

A310

2

A3

11

1

A3

11

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

T.O. ROOF

EL. + 333' - 8"

DN

T.O. ROOF

EL. + 353' - 8"

T.O. ROOF

EL. + 343' - 8"

T.O. PARAPET

EL. + 355' - 8"

T.O. PARAPET

EL. + 345' - 8"

T.O. PARAPET

EL. + 355' - 8"

T.O. PARAPET

EL. + 340' - 2"

T.O. PARAPET

EL. + 344' - 2"

T.O. PARAPET

EL. + 340' - 2"

T.O. PARAPET

EL. + 344' - 2"

T.O. PARAPET

EL. + 340' - 2"

T.O. ROOF

EL. + 333' - 8"

T.O. PARAPET

EL. + 348' - 8"

T.O. ROOF

EL. + 348' - 8"

T.O. PARAPET

EL. + 355' - 8"

T.O. PARAPET

EL. + 348' - 8"

T.O. PARAPET

EL. + 355' - 8"

T.O. ROOF

EL. + 348' - 8"

T.O. PARAPET

EL. + 355' - 8"

T.O. STRUCTURE

EL. + 360' - 8"

T.O. ROOF

EL. + 345' - 8"

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

UPPER ROOF PLAN

1

A109

A108

AutoCAD SHX Text
C
AutoCAD SHX Text
C

P

L

P

L

TENANT SIGNAGE

1A

TENANT SIGNAGE

5

1K

6

1D

8

16

1A

1C

11

12

9

1B

13

2

15

3

10

1L

1B

7

1A

1J

1I

1H

1G

4

16

TENANT SIGNAGE

37'-11" 10'-0" 13'-0" 56'-10" 15'-0"229'-10"

1C

4

13

3

2

8TH FLOOR PARKING

EL. + 75'-0"

10TH FLOOR

EL. + 100'-8"

11TH FLOOR

EL. + 110'-4"

GROUND FLOOR

EL. + 0'-0" = (NAVD +7.0')

2ND FLOOR PARKING

EL. + 17'- 0"

3RD FLOOR PARKING

EL. + 26'-8"

4TH FLOOR PARKING

EL. + 36'-4"

5TH FLOOR PARKING

EL. + 46'-0"

6TH FLOOR PARKING

EL. + 55'-8"

7TH FLOOR PARKING

EL. + 65'-4"

17

'-0

"

9TH FLOOR AMENITY

EL. + 88'-8"

9'-8

"9

'-8

"9

'-8

"9

'-8

"9

'-8

"9

'-8

"1

3'-8

"1

2'-0

"9

'-8

"

12TH FLOOR

EL. + 120'-0"

9'-8

"

13TH FLOOR

EL. + 129'-8"

9'-8

"

14TH FLOOR

EL. + 139'-4"

9'-8

"

15TH FLOOR

EL. + 149'-0"

9'-8

"

16TH FLOOR

EL. + 158'-8"

9'-8

"

17TH FLOOR

EL. + 168'-4"

9'-8

"

18TH FLOOR

EL. + 178'-0"

9'-8

"

19TH FLOOR

EL. + 187'-8"

9'-8

"

20TH FLOOR

EL. + 197'-4"

9'-8

"

21ST FLOOR

EL. + 207'-0"

9'-8

"

22ND FLOOR

EL. + 216'-8"

9'-8

"

23RD FLOOR

EL. + 226'-4"

9'-8

"

24TH FLOOR

EL. + 236'-0"

9'-8

"

25TH FLOOR

EL. + 245'-8"

9'-8

"

26TH FLOOR

EL. + 255'-4"

9'-8

"

27TH FLOOR

EL. + 265'-0"

9'-8

"

28TH FLOOR

EL. + 274'-8"

9'-8

"

29TH FLOOR

EL. + 284'-4"

9'-8

"

30TH FLOOR

EL. + 294'-0"

9'-8

"

31ST FLOOR

EL. + 303'-8"

9'-8

"

32ND FLOOR

EL. + 313'-4"

9'-8

"

33RD FLOOR

EL. + 323'-0"

9'-8

"

TOP ROOF PARAPET

EL. + 355'-8"

22

'-0

"

35

5'-8

"

ROOF

EL. + 333'-8"

10

'-8

"

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

IMPACT RESISTANT STOREFRONT

SYSTEM (CLEAR GLAZING)

3

IMPACT RESISTANT STOREFRONT

SYSTEM (BLUE GREEN GLAZING)

4

IMPACT RESISTANT SLIDING GLASS

DOOR (BLUE-GREEN GLAZING)

5

IMPACT RESISTANT WINDOW

(BLUE-GREEN GLAZING)

6

ALUMINUM GUARDRAIL7

GLASS GUARDRAIL8

CONTROL JOINT9

DARK GRAY MESH ON ALUMINUM FRAME

10

STUCCO FINISH (WHITE PAINT)

KEY NOTES:

1A

STUCCO FINISH (LIGHT GRAY PAINT)1B

STUCCO FINISH (CHARCOAL GRAY PAINT)1C

STUCCO FINISH (ELECTRIC BLUE PAINT)1D

2TEXTURED STONE FINISH

DECORATIVE GRAPHIC VINYL ON

ALUMINUM FRAME

11

12ALUMINUM TABULAR EXTRUSION

13 WHITE ALUMINUM CANOPY

14 OVERHEAD SERVICE DOOR

15

FUTURE RETAIL TENANT SIGNAGE

TO COMPLY WITH LOCAL CITY CODE

16DECORATIVE COLOR ACCENT

ALUMINUM TABULAR EXTRUSION

STUCCO FINISH (POWDER BLUE PAINT)1E

STUCCO FINISH (SKY BLUE PAINT)1F

STUCCO FINISH (BABY BLUE PAINT)1G

STUCCO FINISH (LIGHT CAROLINA BLUE PAINT)1H

STUCCO FINISH (TURKISH BLUE PAINT)1I

STUCCO FINISH (LIGHT TEAL PAINT)1J

STUCCO FINISH (MEDIUM TEAL PAINT)1K

STUCCO FINISH (DARK TEAL PAINT)1L

17IMPACT RESISTANT FIXED WINDOW

(BLUE-GREEN GLAZING

1" = 40'-0"

SOUTH ELEVATION

1

A301

A301

AutoCAD SHX Text
2
AutoCAD SHX Text
A311
AutoCAD SHX Text
1
AutoCAD SHX Text
A311
AutoCAD SHX Text
C

1A

P

L

P

L

1B

5

7

6

1L

13

2

3

1B

13

1A

1C

12

1A

11

8

1A

4

4

1C

1A

1F

1G

1H

1I

1J

1K

1D

16

1E

15'-0" 15'-0" 50'-0"111'-8"

8TH FLOOR PARKING

EL. + 75'-0"

10TH FLOOR

EL. + 100'-8"

11TH FLOOR

EL. + 110'-4"

GROUND FLOOR

EL. + 0'-0" = (NAVD +7.0')

2ND FLOOR PARKING

EL. + 17'- 0"

3RD FLOOR PARKING

EL. + 26'-8"

4TH FLOOR PARKING

EL. + 36'-4"

5TH FLOOR PARKING

EL. + 46'-0"

6TH FLOOR PARKING

EL. + 55'-8"

7TH FLOOR PARKING

EL. + 65'-4"

17

'-0

"

9TH FLOOR AMENITY

EL. + 88'-8"

9'-8

"9

'-8

"9

'-8

"9

'-8

"9

'-8

"9

'-8

"1

3'-8

"1

2'-0

"9

'-8

"

12TH FLOOR

EL. + 120'-0"

9'-8

"

13TH FLOOR

EL. + 129'-8"

9'-8

"

14TH FLOOR

EL. + 139'-4"

9'-8

"

15TH FLOOR

EL. + 149'-0"

9'-8

"

16TH FLOOR

EL. + 158'-8"

9'-8

"

17TH FLOOR

EL. + 168'-4"

9'-8

"

18TH FLOOR

EL. + 178'-0"

9'-8

"

19TH FLOOR

EL. + 187'-8"

9'-8

"

20TH FLOOR

EL. + 197'-4"

9'-8

"

21ST FLOOR

EL. + 207'-0"

9'-8

"

22ND FLOOR

EL. + 216'-8"

9'-8

"

23RD FLOOR

EL. + 226'-4"

9'-8

"

24TH FLOOR

EL. + 236'-0"

9'-8

"

25TH FLOOR

EL. + 245'-8"

9'-8

"

26TH FLOOR

EL. + 255'-4"

9'-8

"

27TH FLOOR

EL. + 265'-0"

9'-8"

28TH FLOOR

EL. + 274'-8"

9'-8"

29TH FLOOR

EL. + 284'-4"

9'-8

"

30TH FLOOR

EL. + 294'-0"

9'-8

"

31ST FLOOR

EL. + 303'-8"

9'-8

"

32ND FLOOR

EL. + 313'-4"

9'-8"

33RD FLOOR

EL. + 323'-0"

9'-8

"

TOP ROOF PARAPET

EL. + 355'-8"

22'-0"

35

5'-8

"

ROOF

EL. + 333'-8"

10

'-8"

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

IMPACT RESISTANT STOREFRONT

SYSTEM (CLEAR GLAZING)

3

IMPACT RESISTANT STOREFRONT

SYSTEM (BLUE GREEN GLAZING)

4

IMPACT RESISTANT SLIDING GLASS

DOOR (BLUE-GREEN GLAZING)

5

IMPACT RESISTANT WINDOW

(BLUE-GREEN GLAZING)

6

ALUMINUM GUARDRAIL7

GLASS GUARDRAIL8

CONTROL JOINT9

DARK GRAY MESH ON ALUMINUM FRAME

10

STUCCO FINISH (WHITE PAINT)

KEY NOTES:

1A

STUCCO FINISH (LIGHT GRAY PAINT)1B

STUCCO FINISH (CHARCOAL GRAY PAINT)1C

STUCCO FINISH (ELECTRIC BLUE PAINT)1D

2TEXTURED STONE FINISH

DECORATIVE GRAPHIC VINYL ON

ALUMINUM FRAME

11

12ALUMINUM TABULAR EXTRUSION

13 WHITE ALUMINUM CANOPY

14 OVERHEAD SERVICE DOOR

15

FUTURE RETAIL TENANT SIGNAGE

TO COMPLY WITH LOCAL CITY CODE

16DECORATIVE COLOR ACCENT

ALUMINUM TABULAR EXTRUSION

STUCCO FINISH (POWDER BLUE PAINT)1E

STUCCO FINISH (SKY BLUE PAINT)1F

STUCCO FINISH (BABY BLUE PAINT)1G

STUCCO FINISH (LIGHT CAROLINA BLUE PAINT)1H

STUCCO FINISH (TURKISH BLUE PAINT)1I

STUCCO FINISH (LIGHT TEAL PAINT)1J

STUCCO FINISH (MEDIUM TEAL PAINT)1K

STUCCO FINISH (DARK TEAL PAINT)1L

17IMPACT RESISTANT FIXED WINDOW

(BLUE-GREEN GLAZING

1" = 40'-0"

WEST ELEVATION

1

A302

A302

AutoCAD SHX Text
1
AutoCAD SHX Text
A105
AutoCAD SHX Text
C

P

L

P

L

1B

1A

14

1A1C

5

7

1F

6

1G

1A

7

1A

7

4

8

1A

1D

12

1C

11

16

13

1B

1H

1E

1I

1J

1K

1C

1G

1H

1I

1J

1K

37'-11"10'-0"13'-0"56'-10"15'-0" 229'-9"

8TH FLOOR PARKING

EL. + 75'-0"

10TH FLOOR

EL. + 100'-8"

11TH FLOOR

EL. + 110'-4"

GROUND FLOOR

EL. + 0'-0" = (NAVD +7.0')

2ND FLOOR PARKING

EL. + 17'- 0"

3RD FLOOR PARKING

EL. + 26'-8"

4TH FLOOR PARKING

EL. + 36'-4"

5TH FLOOR PARKING

EL. + 46'-0"

6TH FLOOR PARKING

EL. + 55'-8"

7TH FLOOR PARKING

EL. + 65'-4"

17'-0"

9TH FLOOR AMENITY

EL. + 88'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

13'-8"

12'-0"

9'-8"

12TH FLOOR

EL. + 120'-0"

9'-8"

13TH FLOOR

EL. + 129'-8"

9'-8"

14TH FLOOR

EL. + 139'-4"

9'-8"

15TH FLOOR

EL. + 149'-0"

9'-8"

16TH FLOOR

EL. + 158'-8"

9'-8"

17TH FLOOR

EL. + 168'-4"

9'-8"

18TH FLOOR

EL. + 178'-0"

9'-8"

19TH FLOOR

EL. + 187'-8"

9'-8"

20TH FLOOR

EL. + 197'-4"

9'-8"

21ST FLOOR

EL. + 207'-0"

9'-8"

22ND FLOOR

EL. + 216'-8"

9'-8"

23RD FLOOR

EL. + 226'-4"

9'-8"

24TH FLOOR

EL. + 236'-0"

9'-8"

25TH FLOOR

EL. + 245'-8"

9'-8"

26TH FLOOR

EL. + 255'-4"

9'-8"

27TH FLOOR

EL. + 265'-0"

9'-8"

28TH FLOOR

EL. + 274'-8"

9'-8"

29TH FLOOR

EL. + 284'-4"

9'-8"

30TH FLOOR

EL. + 294'-0"

9'-8"

31ST FLOOR

EL. + 303'-8"

9'-8"

32ND FLOOR

EL. + 313'-4"

9'-8"

33RD FLOOR

EL. + 323'-0"

9'-8"

TOP ROOF PARAPET

EL. + 355'-8"

22'-0"

355'-8"

ROOF

EL. + 333'-8"

10'-8"

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

IMPACT RESISTANT STOREFRONT

SYSTEM (CLEAR GLAZING)

3

IMPACT RESISTANT STOREFRONT

SYSTEM (BLUE GREEN GLAZING)

4

IMPACT RESISTANT SLIDING GLASS

DOOR (BLUE-GREEN GLAZING)

5

IMPACT RESISTANT WINDOW

(BLUE-GREEN GLAZING)

6

ALUMINUM GUARDRAIL7

GLASS GUARDRAIL8

CONTROL JOINT9

DARK GRAY MESH ON ALUMINUM FRAME

10

STUCCO FINISH (WHITE PAINT)

KEY NOTES:

1A

STUCCO FINISH (LIGHT GRAY PAINT)1B

STUCCO FINISH (CHARCOAL GRAY PAINT)1C

STUCCO FINISH (ELECTRIC BLUE PAINT)1D

2TEXTURED STONE FINISH

DECORATIVE GRAPHIC VINYL ON

ALUMINUM FRAME

11

12ALUMINUM TABULAR EXTRUSION

13 WHITE ALUMINUM CANOPY

14 OVERHEAD SERVICE DOOR

15

FUTURE RETAIL TENANT SIGNAGE

TO COMPLY WITH LOCAL CITY CODE

16DECORATIVE COLOR ACCENT

ALUMINUM TABULAR EXTRUSION

STUCCO FINISH (POWDER BLUE PAINT)1E

STUCCO FINISH (SKY BLUE PAINT)1F

STUCCO FINISH (BABY BLUE PAINT)1G

STUCCO FINISH (LIGHT CAROLINA BLUE PAINT)1H

STUCCO FINISH (TURKISH BLUE PAINT)1I

STUCCO FINISH (LIGHT TEAL PAINT)1J

STUCCO FINISH (MEDIUM TEAL PAINT)1K

STUCCO FINISH (DARK TEAL PAINT)1L

17IMPACT RESISTANT FIXED WINDOW

(BLUE-GREEN GLAZING

1" = 40'-0"

NORTH ELEVATION

1

A303

A303

AutoCAD SHX Text
2
AutoCAD SHX Text
A311
AutoCAD SHX Text
C
AutoCAD SHX Text
1
AutoCAD SHX Text
A311

P

L

P

L

1C

6

5

8

1A

1D

1A

1B

1B

9

8

1L

13

2

1K

1J

1I

1H

1G

1F

1E

1G

1H

1I

1J

1K

1D

1J

15'-0"15'-0"50'-0" 111'-8"

8TH FLOOR PARKING

EL. + 75'-0"

10TH FLOOR

EL. + 100'-8"

11TH FLOOR

EL. + 110'-4"

GROUND FLOOR

EL. + 0'-0" = (NAVD +7.0')

2ND FLOOR PARKING

EL. + 17'- 0"

3RD FLOOR PARKING

EL. + 26'-8"

4TH FLOOR PARKING

EL. + 36'-4"

5TH FLOOR PARKING

EL. + 46'-0"

6TH FLOOR PARKING

EL. + 55'-8"

7TH FLOOR PARKING

EL. + 65'-4"

17'-0"

9TH FLOOR AMENITY

EL. + 88'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

13'-8"

12'-0"

9'-8"

12TH FLOOR

EL. + 120'-0"

9'-8"

13TH FLOOR

EL. + 129'-8"

9'-8"

14TH FLOOR

EL. + 139'-4"

9'-8"

15TH FLOOR

EL. + 149'-0"

9'-8"

16TH FLOOR

EL. + 158'-8"

9'-8"

17TH FLOOR

EL. + 168'-4"

9'-8"

18TH FLOOR

EL. + 178'-0"

9'-8"

19TH FLOOR

EL. + 187'-8"

9'-8"

20TH FLOOR

EL. + 197'-4"

9'-8"

21ST FLOOR

EL. + 207'-0"

9'-8"

22ND FLOOR

EL. + 216'-8"

9'-8"

23RD FLOOR

EL. + 226'-4"

9'-8"

24TH FLOOR

EL. + 236'-0"

9'-8"

25TH FLOOR

EL. + 245'-8"

9'-8"

26TH FLOOR

EL. + 255'-4"

9'-8"

27TH FLOOR

EL. + 265'-0"

9'-8"

28TH FLOOR

EL. + 274'-8"

9'-8"

29TH FLOOR

EL. + 284'-4"

9'-8"

30TH FLOOR

EL. + 294'-0"

9'-8"

31ST FLOOR

EL. + 303'-8"

9'-8"

32ND FLOOR

EL. + 313'-4"

9'-8"

33RD FLOOR

EL. + 323'-0"

9'-8"

TOP ROOF PARAPET

EL. + 355'-8"

22'-0"

355'-8"

ROOF

EL. + 333'-8"

10'-8"

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

IMPACT RESISTANT STOREFRONT

SYSTEM (CLEAR GLAZING)

3

IMPACT RESISTANT STOREFRONT

SYSTEM (BLUE GREEN GLAZING)

4

IMPACT RESISTANT SLIDING GLASS

DOOR (BLUE-GREEN GLAZING)

5

IMPACT RESISTANT WINDOW

(BLUE-GREEN GLAZING)

6

ALUMINUM GUARDRAIL7

GLASS GUARDRAIL8

CONTROL JOINT9

DARK GRAY MESH ON ALUMINUM FRAME

10

STUCCO FINISH (WHITE PAINT)

KEY NOTES:

1A

STUCCO FINISH (LIGHT GRAY PAINT)1B

STUCCO FINISH (CHARCOAL GRAY PAINT)1C

STUCCO FINISH (ELECTRIC BLUE PAINT)1D

2TEXTURED STONE FINISH

DECORATIVE GRAPHIC VINYL ON

ALUMINUM FRAME

11

12ALUMINUM TABULAR EXTRUSION

13 WHITE ALUMINUM CANOPY

14 OVERHEAD SERVICE DOOR

15

FUTURE RETAIL TENANT SIGNAGE

TO COMPLY WITH LOCAL CITY CODE

16DECORATIVE COLOR ACCENT

ALUMINUM TABULAR EXTRUSION

STUCCO FINISH (POWDER BLUE PAINT)1E

STUCCO FINISH (SKY BLUE PAINT)1F

STUCCO FINISH (BABY BLUE PAINT)1G

STUCCO FINISH (LIGHT CAROLINA BLUE PAINT)1H

STUCCO FINISH (TURKISH BLUE PAINT)1I

STUCCO FINISH (LIGHT TEAL PAINT)1J

STUCCO FINISH (MEDIUM TEAL PAINT)1K

STUCCO FINISH (DARK TEAL PAINT)1L

17IMPACT RESISTANT FIXED WINDOW

(BLUE-GREEN GLAZING

1" = 40'-0"

EAST ELEVATION

1

A304

A304

AutoCAD SHX Text
1
AutoCAD SHX Text
A310
AutoCAD SHX Text
C

RA

M

P @

12%

4 SPACES

47 SPACES

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

RA

MP

@ 4

.92%

226 SPACES

84 SPACES

12 SPACES

273 SPACES

RA

MP

@ 4

.92%

16 SPACES

16 SPACES

17

'-0

"

7'-1

0"

P

L

TO

WE

R S

ET

BA

CK

15'-0"

58'-5

1

2

"

TOWER

SETBACK

15'-0"

SETBACK

10'-0" 11'-1"

SE

TB

AC

K

R/W

16

'-4

"

N.E. 21ST AVENUE

12 SPACES

12 SPACES

12 SPACES

12 SPACES

12 SPACES

12 SPACES

3'-3

1

2

"

39 SPACES

39 SPACES

35 S

PA

CE

S

35 S

PA

CE

S

35 S

PA

CE

S

35 S

PA

CE

S

35 S

PA

CE

S

35 S

PA

CE

S

39 SPACES

39 SPACES

39 SPACES

39 SPACES

39 SPACES

RA

MP

@ 4

.92%

16 S

PA

CE

S

7 SPACES

7'-6

"

6 SPACES

6 SPACES

6 SPACES

6 SPACES

6 SPACES

6 SPACES

8TH FLOOR PARKING

EL. + 75'-0"

10TH FLOOR

EL. + 100'-8"

11TH FLOOR

EL. + 110'-4"

GROUND FLOOR

EL. + 0'-0" = (NAVD +7.0')

2ND FLOOR PARKING

EL. + 17'- 0"

3RD FLOOR PARKING

EL. + 26'-8"

4TH FLOOR PARKING

EL. + 36'-4"

5TH FLOOR PARKING

EL. + 46'-0"

6TH FLOOR PARKING

EL. + 55'-8"

7TH FLOOR PARKING

EL. + 65'-4"

17

'-0

"

9TH FLOOR AMENITY

EL. + 88'-8"

9'-8

"9

'-8

"9

'-8

"9

'-8

"9

'-8

"9

'-8

"1

3'-8

"1

2'-0

"9

'-8

"

12TH FLOOR

EL. + 120'-0"

9'-8

"

13TH FLOOR

EL. + 129'-8"

9'-8

"

14TH FLOOR

EL. + 139'-4"

9'-8

"

15TH FLOOR

EL. + 149'-0"

9'-8

"

16TH FLOOR

EL. + 158'-8"

9'-8

"

17TH FLOOR

EL. + 168'-4"

9'-8

"

18TH FLOOR

EL. + 178'-0"

9'-8

"

19TH FLOOR

EL. + 187'-8"

9'-8

"

20TH FLOOR

EL. + 197'-4"

9'-8

"

21ST FLOOR

EL. + 207'-0"

9'-8

"

22ND FLOOR

EL. + 216'-8"

9'-8

"

23RD FLOOR

EL. + 226'-4"

9'-8

"

24TH FLOOR

EL. + 236'-0"

9'-8

"

25TH FLOOR

EL. + 245'-8"

9'-8

"

26TH FLOOR

EL. + 255'-4"

9'-8

"

27TH FLOOR

EL. + 265'-0"

9'-8

"

28TH FLOOR

EL. + 274'-8"

9'-8

"

29TH FLOOR

EL. + 284'-4"

9'-8

"

30TH FLOOR

EL. + 294'-0"

9'-8

"

31ST FLOOR

EL. + 303'-8"

9'-8

"

32ND FLOOR

EL. + 313'-4"

9'-8

"

33RD FLOOR

EL. + 323'-0"

9'-8

"

TOP ROOF PARAPET

EL. + 355'-8"

22

'-0

"

35

5'-8

"

ROOF

EL. + 333'-8"

10

'-8

"

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

SECTIONS 450 UNITS

1

A106

A310

TOP OF PARAPET

EL. + 344'-2"

10'-6"

344'-2"

SE

TB

AC

K

6'-8"

15'-0"

SETBACK

6'-4"

R/W

15'-0"

TOWER

SETBACK

R/W

TO

WE

R S

ET

BA

CK

8TH FLOOR PARKING

EL. + 75'-0"

10TH FLOOR

EL. + 100'-8"

11TH FLOOR

EL. + 110'-4"

GROUND FLOOR

EL. + 0'-0" = (NAVD +7.0')

2ND FLOOR PARKING

EL. + 17'- 0"

3RD FLOOR PARKING

EL. + 26'-8"

4TH FLOOR PARKING

EL. + 36'-4"

5TH FLOOR PARKING

EL. + 46'-0"

6TH FLOOR PARKING

EL. + 55'-8"

7TH FLOOR PARKING

EL. + 65'-4"

17'-0"

9TH FLOOR AMENITY

EL. + 88'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

13'-8"

12'-0"

9'-8"

12TH FLOOR

EL. + 120'-0"

9'-8"

13TH FLOOR

EL. + 129'-8"

9'-8"

14TH FLOOR

EL. + 139'-4"

9'-8"

15TH FLOOR

EL. + 149'-0"

9'-8"

16TH FLOOR

EL. + 158'-8"

9'-8"

17TH FLOOR

EL. + 168'-4"

9'-8"

18TH FLOOR

EL. + 178'-0"

9'-8"

19TH FLOOR

EL. + 187'-8"

9'-8"

20TH FLOOR

EL. + 197'-4"

9'-8"

21ST FLOOR

EL. + 207'-0"

9'-8"

22ND FLOOR

EL. + 216'-8"

9'-8"

23RD FLOOR

EL. + 226'-4"

9'-8"

24TH FLOOR

EL. + 236'-0"

9'-8"

25TH FLOOR

EL. + 245'-8"

9'-8"

26TH FLOOR

EL. + 255'-4"

9'-8"

27TH FLOOR

EL. + 265'-0"

9'-8"

28TH FLOOR

EL. + 274'-8"

9'-8"

29TH FLOOR

EL. + 284'-4"

9'-8"

30TH FLOOR

EL. + 294'-0"

9'-8"

31ST FLOOR

EL. + 303'-8"

9'-8"

32ND FLOOR

EL. + 313'-4"

9'-8"

33RD FLOOR

EL. + 323'-0"

9'-8"

EL. + 333'-8"

10'-8"

16'-4"

R/W

TO

WE

R S

ET

BA

CK

SE

TB

AC

K

R/W

N.E. 163RD ST.

15'-0"

SETBACK

15'-0"

TOWER

SETBACK

8TH FLOOR PARKING

EL. + 75'-0"

10TH FLOOR

EL. + 100'-8"

11TH FLOOR

EL. + 110'-4"

GROUND FLOOR

EL. + 0'-0" = (NAVD +7.0')

2ND FLOOR PARKING

EL. + 17'- 0"

3RD FLOOR PARKING

EL. + 26'-8"

4TH FLOOR PARKING

EL. + 36'-4"

5TH FLOOR PARKING

EL. + 46'-0"

6TH FLOOR PARKING

EL. + 55'-8"

7TH FLOOR PARKING

EL. + 65'-4"

17'-0"

9TH FLOOR AMENITY

EL. + 88'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

9'-8"

13'-8"

12'-0"

9'-8"

12TH FLOOR

EL. + 120'-0"

9'-8"

13TH FLOOR

EL. + 129'-8"

9'-8"

14TH FLOOR

EL. + 139'-4"

9'-8"

15TH FLOOR

EL. + 149'-0"

9'-8"

16TH FLOOR

EL. + 158'-8"

9'-8"

17TH FLOOR

EL. + 168'-4"

9'-8"

18TH FLOOR

EL. + 178'-0"

9'-8"

19TH FLOOR

EL. + 187'-8"

9'-8"

20TH FLOOR

EL. + 197'-4"

9'-8"

21ST FLOOR

EL. + 207'-0"

9'-8"

22ND FLOOR

EL. + 216'-8"

9'-8"

23RD FLOOR

EL. + 226'-4"

9'-8"

24TH FLOOR

EL. + 236'-0"

9'-8"

25TH FLOOR

EL. + 245'-8"

9'-8"

26TH FLOOR

EL. + 255'-4"

9'-8"

27TH FLOOR

EL. + 265'-0"

9'-8"

28TH FLOOR

EL. + 274'-8"

9'-8"

29TH FLOOR

EL. + 284'-4"

9'-8"

30TH FLOOR

EL. + 294'-0"

9'-8"

31ST FLOOR

EL. + 303'-8"

9'-8"

32ND FLOOR

EL. + 313'-4"

9'-8"

33RD FLOOR

EL. + 323'-0"

9'-8"

TOP ROOF PARAPET

EL. + 355'-8"

22'-0"

355'-8"

ROOF

EL. + 333'-8"

10'-8"

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

BUILDING SECTION

1

A311

1" = 40'-0"

BUILDING SECTION

2

A311

A311

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

NTS

SOUTH WEST PERSPECTIVE

1

A320

NTS

SOUTH EAST PERSPECTIVE

2

A320

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

NTS

NORTH EAST PERSPECTIVE

1

A321

NTS

NORTH WEST PERSPECTIVE

2

A321

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

NTS

SOUTH WEST LOW ANGLE PERSPECTIVE

1

A322

15'-0"

TOWER

SETBACK

15

'-0

"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

15

'-0

"

SE

TB

AC

K

4

B

C

E

AD

X

Y

B

C

E

AD

X

Y

B

C

E

AD

X

Y

B

C

E

AD

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

20'-0"

TENANT STORAGE

2137 SF

25

'-0

"

15

'-0

"

15'-0"

20'-0"

FPL VAULT

1302 SF

LOBBY

4478 SF

MANAGEMENT

1074 SF

DOMESTIC

PUMP

264 SF

FIRE

PUMP

248 SF

TEL

/ TV

293 SF

MAILROOM

827 SF

PARCEL

STORAGE

496 SF

MAINTANANCE

534 SF

BIKE STORAGE

1464 SF

WOMEN'S

80 SF

MEN'S

80 SF

15'-0"

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

LEASING

1143 SF

LAWN

LAWNSIDEWALK

SIDEWALK

SIDEWALK

1

9

11

13

14

15

17

18

19

20

21

26

FM

34

FM

34

FM

34

FM

34

FM

34

FM

34

FM

34

FM

34

FM

34

CI

25

HP

49

FM

40

FM

25

CE

10

CE

46

25' x 25' SIGHT

TRIANGLE

15' x 15' SIGHT

TRIANGLE

N.E. 163RD STREET (STATE ROAD #826)

N.E

. 21S

T A

VE

NU

E

ALLEY

EXISTING TREE

TO REMAIN (TYP.)

PROV.REQ.

CITY OF NORTH MIAMI BEACH

LANDSCAPE LEGEND

Pervious Landscape Area: 10,000 S.F. (0.23 AC)

ZONE DISTRICT: MU-TC

Street Tree Distance: 438.5 linear feet

TREES:

A. 50% maximum of pervious landscape area shall be grass

10,000 sq ft. x 50% = 5,000 sq. ft. maximum

B. Percentage palms allowed

Palms permitted count as 3 palms = 1 tree

At least 25% of trees must be palms

A. Street trees (maximum spacing 30' o.c.)

438.5 linear feet along street / 30 lf = 15 trees

SHRUBS

15 15*

4 4

A. Total Shrubs Provided :

136

* One Existing Tree is being counted towards Street Tree Requirements.

Perimiter Landscape

Open Space

5,000 S.F.

1,824 S.F.

MAXIMUM

B. Total Native Shrubs Provided :

C. Total Native Trees Provided

81

12

Lot Area: 47,900 S.F. (1.099 AC)

* DENOTES NATIVE SPECIES

As

Required

ST. AUGUSTINE GRASS

Stenotaphrum secundatum 'Floratam'

SOLID EVEN SODLAWN

DESCRIPTIONQUAN.SYMBOL

PROPOSED MATERIAL

TREES

LANDSCAPE LIST

DESCRIPTIONQUAN.SYMBOL

PROPOSED MATERIAL

SHRUBS AND GROUNDCOVERS

12

3 GAL.BURLE MARX PHILODENDRON

Philodendron 'Burle Marx'24" HT. X 24" SPR. / 36" O.C.

PB

391

Ficus microcarpa 'Green Island'

GREEN ISLAND FICUS

FM

3 GAL.

15" HT. X 15" SPR. / 15" O.C.

30

F.G.

16' O.A. HT., 6' C.W. MIN.

4

CE

3 GAL.

24" HT. X 24" SPR. / 24" O.C.

56

3

GREEN BUTTONWOOD

*Conocarpus erectus

LIVE OAK

*Quercus virginiana

F.G.

12' HT. X 5' SPR. 3" DBH.

Ligustrum japonicum

JAPANESE PRIVET

6' HT. X 6' SPR., MULTI TRUNK

F.G.

Aechmea blanchettiana 36" HT. X 24" SPR.

AB

BRIGHT YELLOW BROMELIAD 10" POT

20

*Chrysobalanus icaco

GREEN COCOPLUM

CI

3 GAL.

24" HT. X 24" SPR. / 24" O.C.

25

5

7 GAL.

4' O.A. HT.

CAT PALM

Chamaedorea cataractarum

CC

18" HT. X 18" SPR. / 18" O.C.

Hamelia patens 'compact'

DWARF FIREBUSH 3 GAL.

HP

49

DOUBLE MONTGOMERY PALM

Veitchia montgomeryana 'double'

Y:\2019\M

ixed U

se\B

izzi 2019-021\Landscape\2019.05.13\B

izzi Landscape.dw

g M

ay 16, 2019

Pro

ject

:

Seal:

Lic. # LA0000889Member: A.S.L.A.

Revisions:

BIZ

ZI

2101 A

ND

2151 N

E 163R

D S

TR

EE

T

GR

OU

ND

LE

VE

L LA

ND

SC

AP

E P

LA

N

D E

S

I G

N

G

R

O

U

P

WIT

KIN

H

UL

TS

30

7 so

uth

2

1st a

ve

nu

e h

ollyw

oo

d, flo

rid

a

ph

on

e: 9

54

.9

23

.9

68

1 fa

csim

ile

: 9

54

.9

23

.9

68

9

ww

w.w

itkin

de

sig

n.co

m

NORTH

Drawing: Ground Level Landscape Plan

Date: 04/05/2019

Scale: See Left

Drawn by: AM

Sheet No.:

Cad Id.: 2019-021

Scale: 1"=40'-0"

L-1

GROUND FLOOR LANDSCAPE PLAN

SHEET INDEX:

L-1 GROUND LEVEL LANDSCAPE PLAN

L-2 AMENITY FLOOR LANDSCAPE PLAN

L-3 LANDSCAPE DETAILS

TD-1 TREE DISPOSITION PLAN

SHEET INDEX:

NO

RT

H M

IA

MI B

EA

CH

, F

LO

RID

A

AutoCAD SHX Text
5
AutoCAD SHX Text
C
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
UP 6.67% MAX. SLOPE
AutoCAD SHX Text
UP 12% MAX.
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
DROP OFF

15'-0"

TOWER

SETBACK

15

'-0

"

TO

WE

R

SE

TB

AC

K

10'-0"

SETBACK

15

'-0

"

SE

TB

AC

K

B

C

E

AD

X

Y

B

C

E

AD

X

Y

B

C

E

AD

X

Y

B

C

E

AD

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

286'-5"

70

'-0

"

76'-8"

TOTAL BLDG. GROSS = 19281 SF

POOL

2260 SF

AMENITY

16367 SF

12

0'-0

"

41

'-8

"

300'-0"

229'-10" 56'-7" 13'-7"

41

'-8

"

AB

2

PB

3

AB

2

AB

2

AB

2

AB

2

AB

2

AB

2

AB

2

AB

2

FM

4

AB

2

FM

4

FM

4

FM

4

FM

4

N.E. 163RD STREET (STATE ROAD #826)

N.E

. 21S

T A

VE

NU

E

PB

3

PB

3

PB

3

PB

3

PB

3

PB

3

PB

3

PB

3

PB

3

CC

5

MOVEABLE RAISED

PLANTERS [TYP.]

MOVEABLE RAISED

POTS [TYP.]

ALLEY

PROV.REQ.

CITY OF NORTH MIAMI BEACH

LANDSCAPE LEGEND

Pervious Landscape Area: 10,000 S.F. (0.23 AC)

ZONE DISTRICT: MU-TC

Street Tree Distance: 438.5 linear feet

TREES:

A. 50% maximum of pervious landscape area shall be grass

10,000 sq ft. x 50% = 5,000 sq. ft. maximum

B. Percentage palms allowed

Palms permitted count as 3 palms = 1 tree

At least 25% of trees must be palms

A. Street trees (maximum spacing 30' o.c.)

438.5 linear feet along street / 30 lf = 15 trees

SHRUBS

15 15*

4 4

A. Total Shrubs Provided :

136

* One Existing Tree is being counted towards Street Tree Requirements.

Perimiter Landscape

Open Space

5,000 S.F.

1,824 S.F.

MAXIMUM

B. Total Native Shrubs Provided :

C. Total Native Trees Provided

81

12

Lot Area: 47,900 S.F. (1.099 AC)

* DENOTES NATIVE SPECIES

As

Required

ST. AUGUSTINE GRASS

Stenotaphrum secundatum 'Floratam'

SOLID EVEN SODLAWN

DESCRIPTIONQUAN.SYMBOL

PROPOSED MATERIAL

TREES

LANDSCAPE LIST

DESCRIPTIONQUAN.SYMBOL

PROPOSED MATERIAL

SHRUBS AND GROUNDCOVERS

12

3 GAL.BURLE MARX PHILODENDRON

Philodendron 'Burle Marx'24" HT. X 24" SPR. / 36" O.C.

PB

391

Ficus microcarpa 'Green Island'

GREEN ISLAND FICUS

FM

3 GAL.

15" HT. X 15" SPR. / 15" O.C.

30

F.G.

16' O.A. HT., 6' C.W. MIN.

4

CE

3 GAL.

24" HT. X 24" SPR. / 24" O.C.

56

3

GREEN BUTTONWOOD

*Conocarpus erectus

LIVE OAK

*Quercus virginiana

F.G.

12' HT. X 5' SPR. 3" DBH.

Ligustrum japonicum

JAPANESE PRIVET

6' HT. X 6' SPR., MULTI TRUNK

F.G.

Aechmea blanchettiana 36" HT. X 24" SPR.

AB

BRIGHT YELLOW BROMELIAD 10" POT

20

*Chrysobalanus icaco

GREEN COCOPLUM

CI

3 GAL.

24" HT. X 24" SPR. / 24" O.C.

25

5

7 GAL.

4' O.A. HT.

CAT PALM

Chamaedorea cataractarum

CC

18" HT. X 18" SPR. / 18" O.C.

Hamelia patens 'compact'

DWARF FIREBUSH 3 GAL.

HP

49

DOUBLE MONTGOMERY PALM

Veitchia montgomeryana 'double'

Y:\2019\M

ixed U

se\B

izzi 2019-021\Landscape\2019.05.13\B

izzi Landscape.dw

g M

ay 16, 2019

Pro

ject

:

Seal:

Lic. # LA0000889Member: A.S.L.A.

Revisions:

BIZ

ZI

2101 A

ND

2151 N

E 163R

D S

TR

EE

T

AM

EN

IT

Y F

LO

OR

LA

ND

SC

AP

E P

LA

N

D E

S

I G

N

G

R

O

U

P

WIT

KIN

H

UL

TS

30

7 so

uth

2

1st a

ve

nu

e h

ollyw

oo

d, flo

rid

a

ph

on

e: 9

54

.9

23

.9

68

1 fa

csim

ile

: 9

54

.9

23

.9

68

9

ww

w.w

itkin

de

sig

n.co

m

NORTH

Drawing: Amenity Floor Landscape Plan

Date: 04/05/2019

Scale: See Left

Drawn by: AM

Sheet No.:

Cad Id.: 2019-021

Scale: 1"=40'-0"

L-2

AMENITY FLOOR LANDSCAPE PLAN

NO

RT

H M

IA

MI B

EA

CH

, F

LO

RID

A

AutoCAD SHX Text
5
AutoCAD SHX Text
C

PLANTING SOIL

DISTANCE TO CENTERLINE

WILL VARY ACCORDING TO

SPECIES AND HABITAT OF

GROWTH SO THAT MATURE

PLANTS WILL NOT OVER LAP

ONTO SIDEWALK,

STRUCTURES,

PAVED AREAS, ETC.

DISTANCE BETWEEN PLANTS

SHOULD BE FAR ENOUGH TO ALLOW

PLANTS TO REACH MATURE SIZE

WITHOUT INTERFERING WITH

GROWTH OF ADJACENT PLANT

MATERIALS

SPACING AS

PER PLANS

ROOT

BALL

12"

MIN.

12"

MIN.

BACKFILL SUBSOIL

EXISTING SUBSOIL

MINIMUM 2" x 2" x 2" x 0" P.T. PINE

WOOD STAKE OR #5 RE-BAR 2'-0"

LONG. POSITION TO SECURELY

STABILIZE TREE

REINFORCED RUBBER

HOSE

BLACK WELLINGTON

1

2

"

WIDE NYLON TAPE

BLACK WELLINGTON

1

2

"

WIDE NYLON TAPE

ROOT BALL

TREE PIT

2"x2"x 2'-0" P.T. PINE

WOOD STAKE OR #5

RE-BAR 2'-0" LONG

9"

PLANT

BALL

9"

FINISH GRADE

MINIMUM 2" x 2" x 6" P. T.

PINE WOOD STAKES

OR #5 RE-BAR TWO PER

TREE - POSITION TO

SECURELY STABILIZE TREE

EXISTING SUBSOIL

BACKFILL

TYPICAL GROUNDCOVER PLANTING DETAILTYPICAL CONTAINER SPACING DETAILTYPICAL SHRUB PLANTING DETAILCURVED TRUNK PALM PLANTING DETAIL

STRAIGHT TRUNK PALM PLANTING DETAILTYPICAL TREE GUYING DETAILSMALL TREE PLANTING DETAILLARGE TREE PLANTING DETAIL

120 120

EXISTING

SUBSOIL

PAVED WALK

SPACING OF PLANTS

AS INDICATED ON PLANTING

PLAN

3" MULCH LAYER,

GRADE "A"

CL

EA

R T

RU

NK

GR

EY

W

OO

D

1/3

H

EIG

HT

OF

T

RU

NK

EXCAVATE TO A MIN DEPTH

OF 12" AND BACKFILL WITH

PREPARED PLANTING SOIL

TRIANGULAR SPACING

EQ

UA

L

PLANTING SOIL MIX AS

SPECIFIED

SQUARE SPACING

MULCH EDGING - ALL PLANT

BEDS ADJACENT TO SOD AREAS

SHALL RECEIVE A 3" DEEP

LAYER OF MULCH

LIMIT OF SOD LINE - ALL

SOD IS TO BE LAID AS PER

DRAWINGS (SEE LANDSCAPE

PLAN)

NOTE: IN MOST CASES, TRIANGULAR SPACING IS PREFERRED.

USE SQUARE SPACING ONLY IN SMALL RECTILINEAR AREAS.

4" EARTH BERM

2" x 4" x 12" PINE FOOTPAD

FOR SOFT SOIL CONDITIONS SUCH

AS SAND, BURIED 3" BELOW GRADE

2" LAYER OF NEW TOPSOIL

E

Q

U

A

L

E

Q

U

A

L

WRAP (5) LAYERS OF BURLAP TO

TRUNK AT POINT OF SUPPORT

(3) 2" x 4" x 6" P. T.

PINE WOOD CLEATS . WIRE WITH

GALVANIZED METAL STRAP AS

SUPPORT FOR WOOD BRACERS -

DO NOT NAIL BRACES TO THE TRUNK

(3) 2" x 4" P. T. PINE

WOOD BRACE @ 120 DEGREES APART.

PAINT TO MATCH TRUNK COLOR

IF REQUIRED

TOP OF MULCH

SHALL BE 1/2"

BELOW PAVEMENT

NOTE: ALL PALMS WITH A

CLEAR TRUNK HEIGHT OF

6' FEET OR MORE ARE TO

BE STAKED.

REMOVE BURLAP FROM TOP

OF ROOT BALL

4" EARTH BERM

3" MULCH LAYER,

GRADE "A"

2" LAYER OF NEW TOPSOIL

SPACING AS

PER PLANS

PLANT

BALL

6"

MULCH EDGING - ALL PLANTING

BEDS ADJACENT TO SOD AREAS

SHALL RECEIVE A 4"-6" DEEP

LAYER OF MULCH

PLANT MATERIAL SHALL NOT BE

PRUNED PRIOR TO INSTALLATION -

AFTER PLANT HAVE BEEN INSTALLED,

EACH PLANT SHALL BE PRUNED FOR

UNIFORMITY

BACKFILL SOIL

EXISTING SUBSOIL

TYPICAL CURB AND GUTTER

6"

SIDEWALK

6"

*

GUY WIRE - #12 DOUBLE STRAND

TWISTED - WRAP TWICE AROUND TREE

TRUNK WITH TWO-PLY RUBBER HOSE

AT ALL POINTS OF CONTACT -

ATTACH WIRE TO STAKES.

60

DETAIL

PLAN

1/3

V

ER

TIC

AL

HE

IG

HT

WRAP (5) LAYERS OF

BURLAP TO TRUNK AT

POINT OF SUPPORT

ROOT

BALL

12"

MIN.

BLACK WELLINGTON 1/2" WIDE

NYLON TAPE

3" MULCH LAYER, GRADE "A"

2" LAYER OF NEW TOPSOIL

REMOVE BURLAP FROM TOP OF

ROOT BALL

12"

MIN.

ROOT

BALL

12"

MIN.

EXISTING SUBSOIL

BRACING DETAIL

2" X 4" CROSSMEMBERS

NAILED TO BRACES

2 (2" x 4") WOOD

BRACERS IN " X"

SHAPE NAILED

TOGETHER (see

detail above)

BACKFILL SOIL

3" MULCH LAYER,

GRADE "A"

2" LAYER OF NEW

TOPSOIL

4" EARTH BERM

FOOT PAD

TRUNK

CROSSMEMBER

BRACERS

12"

MIN.

VE

RT

IC

AL

H

EIG

HT

2"x 4"x 12" FOOT PAD

FOR SOFT SOIL

CONDITIONS SUCH AS

SAND; BURIED 3"

BELOW GRADE.

LIMIT OF SOD LINE - ALL

SOD TO BE LAID AS PER

DRAWINGS

(SEE LANDSCAPE PLAN)

EXISTING SUBSOIL

4" EARTH BERM

MINIMUM 2" x 2" x 2" x 0" P.T. PINE

WOOD STAKE OR #5 RE-BAR 2'-0"

LONG. POSITION TO SECURELY

STABILIZE TREE

3" MULCH AS SPECIFIED

OVER ALL PLANTING BEDS

THIN BRANCHES BY 25% -

RETAIN NATURAL SHAPE OF

PLANT - PAINT ALL CUTS OVER

4" DIA. WITH TREE PAINT - DO

NOT CUT CENTRAL LEADER

TREES OF SAME SPECIES TO

BE MATCHED IN GROWTH CHARACTER

*

*

DO NOT CUT CENTRAL LEADER

THIN BRANCHES BY 25% - RETAIN

NATURAL SHAPE OF PLANT. PAINT

ALL CUTS OVER 1/2" DIAMETER

WITH TREE PAINT

BLACK WELLINGTON 1/2"

WIDE NYLON TAPE

120

OV

ER

AL

L H

EIG

HT

TRIM ONLY DEAD AND BROKEN

FRONDS - DO NOT CUT CENTRAL

LEADER

BURLAP

PLANTING NOTES:

-All plant material is to be Florida Number 1 or better pursuant to the Florida Department of Agriculture's Grades and

Standards for Nursery Plants.

-All plants are to be top dressed with a minimum 3" layer of Melaleuca mulch, Eucalyptus mulch or equal.

-Planting plans shall take precedence over plant list in case of discrepancies.

-No changes are to be made without the prior consent of the Landscape Architect and Owner. Additions and or

deletions to the plant material must be approved by the project engineer.

-Landscape Contractor is responsible for providing their own square footage takeoffs and field verification for 100%

sod coverage for all areas specified.

- All landscape areas are to be provided with automatic sprinkler system which provide 100% coverage, and 50%

overlap.

- All trees in lawn areas are to receive a 24" diameter mulched saucer at the base of the trunk.

- Trees are to be planted within parking islands after soil is brought up to grade. Deeply set root balls are not

acceptable.

- Planting soil for topsoil and backfill shall be 50/50 mix, nematode free. Planting soil for annual beds to be comprised

of 50% Canadian peat moss, 25% salt free coarse sand and 25% Aerolite.

- Tree and shrub pits will be supplemented with "Agriform Pells", 21 gram size with a 20-10-5 analysis, or substitute

application accepted by Landscape Architect. Deliver in manufacturer's standard containers showing weight, analysis

and name of manufacturer.

GENERAL NOTES:

-The Landscape Contractor is to locate and verify all underground and overhead utilities prior to beginning work.

Contact proper utility companies and / or General Contractor prior to digging for field verification. The Owner and the

Landscape Architect shall not be responsible for any damages to utility or irrigation lines (see Roadway Plans for

more utility notes).

-Landscape Contractor is to verify all current drawings and check for discrepancies and bring to the attention of the

Landscape Architect prior to commencing with the work.

-All unattended and unplanted tree pits are to be properly barricaded and flagged during installation.

-All planting plans are issued as directives for site layout. Any deviations, site changes, etcetera are to be brought to

the attention of the Landscape Architect for clarification prior to installation.

SOD NOTES:

-Sod is to be grade "A" weed free.

-All areas marked "LAWN" shall be solid sodded with St. Augustine 'Floratam' solid sod. See limit on plan. All areas

marked 'Bahia Grass' shall be solid sodded with Paspalum.

-Provide a 2" deep blanket of planting soil as described in planting notes this sheet. Prior to planting, remove stones,

sticks, etc. from the sub soil surface. Excavate existing non-conforming soil as required so that the finish grade of sod

is flush with adjacent pavement or top of curb as well as adjacent sod in the case of sod patching.

-Place sod on moistened soil, with edges tightly butted, in staggered rows at right angles to slopes.

-Keep edge of sod bed a minimum of 18" away from groundcover beds and 24" away from edge of shrub beds and

36" away from trees, measured from center of plant.

-Sod Shall be watered immediatley after installation to uniformily wet the soil to at least 2" below the bottom of the sod

strips.

-Excavate and remove excess soil so top of sod is flush with top of curb or adjacent pavement or adjacent existing

sod.

Y:\2

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dsca

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wg

M

ay 1

6, 2

01

9

Pro

ject

:

Seal:

Lic. # LA0000889Member: A.S.L.A.

Revisions:

BIZ

ZI

2101 A

ND

2151 N

E 163R

D S

TR

EE

T

LA

ND

SC

AP

E D

ET

AIL

S

D E

S

I G

N

G

R

O

U

P

WIT

KIN

H

UL

TS

30

7 so

uth

2

1st a

ve

nu

e h

ollyw

oo

d, flo

rid

a

ph

on

e: 9

54

.9

23

.9

68

1 fa

csim

ile

: 9

54

.9

23

.9

68

9

ww

w.w

itkin

de

sig

n.co

m

Drawing: Landscape Details

Date: 04/05/2019

Scale: See Left

Drawn by: AM

Sheet No.:

Cad Id.: 2019-021

L-3

NO

RT

H M

IA

MI B

EA

CH

, F

LO

RID

A

IRON ROD FOUND

PK FOUND

PK FOUND

IRON ROD

FOUND

PK FOUND

IRON ROD

FOUND

1

2

3

4

5

6

78

9

10

11

12

13

14

15

16

17

18

19

20

21

26

22

25

23

24

24a

24b

N.E. 163RD STREET (S

TATE ROAD #826)

N.E

. 21S

T A

VE

NU

E

ALLEY

Local Codes Accordingly)

(or Approved Equal as per

4' Ht. Orange Polyethylene

Laminar Safety Netting

at 8'-0" o.c. (Typical)

No. 5 Rebar Stakes

Elevation

Existing Tree(s)

Grade

Drip Line

(Typ.)

6'-0" Min.

Note: Protective barriers shall be placed around each tree, cluster of trees, or the edge of

the preservation area no less than six (6) feet (in radius) from the trunk of any protected

tree cluster or preservation area unless a lesser distance is specified by the Department.

Protective barriers shall be a minimum of four (4) feet above ground level and shall be

constructed of wood, plastic or metal, and shall remain in place until development is

completed and the Department has authorized their removal. Protective barriers shall be in

place prior to the start of any construction.

Grade

4' H

t.

8' o.c.

12" Min.

Min.

6'-0"

DetailPlan

Tree Protection Barrier Detail

Drip Line

Preferred Extent

of Barrier

Drip Line

Tree Protection

Barrier

Tree Trunk

SYMBOL LEGEND

#x

#x

Tree to Remove

Tree to Remain

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Lic. # LA0000889Member: A.S.L.A.

Revisions:

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Drawing: Tree Disposition Plan

Date: 04/05/2019

Scale: See Left

Drawn by: AM

Sheet No.:

Cad Id.: 2019-021

Scale: 1"=40'-0"

TD-1

TREE DISPOSITION LANDSCAPE PLAN

NO

RT

H M

IA

MI B

EA

CH

, F

LO

RID

A

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CO
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CO
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E
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E
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E
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E
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E
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E
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G
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D
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D
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D
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D
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S
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S
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S
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S
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UV
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WM
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WM
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WM
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WM
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WM
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W
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E
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5
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U
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D

N.E

. 2

1S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

20'-0"

TENANT STORAGE

2137 SF

25'-0"

15'-0"

15'-0"

20'-0"

FPL VAULT

1302 SF

LOBBY

4478 SF

MANAGEMENT

1074 SF

DOMESTIC

PUMP

264 SF

FIRE

PUMP

248 SF

TEL

/ TV

293 SF

MAILROOM

827 SF

PARCEL

STORAGE

496 SF

MAINTANANCE

534 SF

BIKE STORAGE

1464 SF

WOMEN'S

80 SF

MEN'S

80 SF

15'-0"

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

LEASING

1143 SF

LIGHT POLE (TYP)

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

SA

MH: 14

SA

MH: 14

SA

MH: 14

SA

MH: 14

SA

MH: 14

SA

MH: 14

SA

MH: 14

SA

MH: 14

SA

MH: 14

0.8 1.3 1.8 3.0 1.9 1.6 3.6 3.7 2.0 1.3 2.8 1.8 1.7 2.8 1.2 1.4 2.6 1.6 2.0 2.8 1.1 2.2 2.3 1.6 2.4 2.2 1.1 2.7 1.9 1.5 2.4 1.9 1.0 2.6

0.9 1.7 2.4 2.8 3.5 2.8 2.3 3.4 3.4 2.5 1.9 2.7 1.7 1.6 2.7 1.8 2.0 2.4 1.5 1.8 2.7 1.6 2.4 2.1 1.5 2.2 2.4 1.6 2.6 1.7 1.4 2.2 2.2 1.6 2.5

0.6 1.3 2.8 1.8 2.4

0.6 1.5 3.0 1.8 2.2

0.6 1.4 2.7 3.6 3.5

0.7 1.5 2.8 3.4 3.3

0.7 1.6 3.0 1.4 1.9

0.6 1.4 2.7 1.9 2.3

0.4 0.9 1.6 2.1 1.9

0.3 0.5 0.8 1.0 1.0

0.3 0.5 0.7 0.9 0.8

0.4 0.7 1.2 1.6 1.5

0.5 1.2 2.3 2.2 2.3

0.6 1.5 2.7 0.9 1.7

0.5 1.2 2.4 1.9 2.2

1" = 40'-0"

SITE PLAN LIGHTING

1

PH1

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

PH1

Luminaire Schedule

Project: 2101 NW 163ST @ NORTH MIAMI BEACH SITE

SymbolQty

Label DescriptionLumens/Lamp

LLD LDD BF LLF Lum. WattsTotal Watts

9 SA PPT-140L-1675-NW-G2-5-UNV AT POLE 14FT AFGN.A.

1.000 1.000 1.000 0.850 75.81978 682.378

Calculation Summary

Project: 2101 NW 163ST @ NORTH MIAMI BEACH SITE

Label UnitsAvg Max

MinAvg/Min Max/Min

NE 163 STREET SIDEWALK_PlanarFc

2.10 3.7 0.8 2.63 4.63

NE 21ST AVE SIDWALK_PlanarFc

1.57 3.6 0.3 5.23 12.00

AutoCAD SHX Text
PLATTED AS OCEAN BOULEVARD (STATE ROAD NO. 270) 100' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
20' WIDE PUBLIC ALLEYWAY
AutoCAD SHX Text
PLATTED AS OAS S.E. 2ND AVENUE 80' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
UP 6.67% MAX. SLOPE
AutoCAD SHX Text
UP 12% MAX.
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
DROP OFF

N.E

. 2

1S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

20'-0"

TENANT STORAGE

2137 SF

25'-0"

15'-0"

15'-0"

20'-0"

FPL VAULT

1302 SF

LOBBY

4478 SF

MANAGEMENT

1074 SF

DOMESTIC

PUMP

264 SF

FIRE

PUMP

248 SF

TEL

/ TV

293 SF

MAILROOM

827 SF

PARCEL

STORAGE

496 SF

MAINTANANCE

534 SF

BIKE STORAGE

1464 SF

WOMEN'S

80 SF

MEN'S

80 SF

15'-0"

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

EL. + 0'-0"

(NGVD + 7'-0")

LEASING

1143 SF

LIGHT POLE (TYP)

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

UP 6.67%%%

MAX. SLOPE

UP 12%%%

MAX.

DROP OFF

12' X 30'

12' X 30'

12' X 30'

12' X 30'

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

C

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

GG

MH: 17

1.9

1.5

0.8 2.0

3.9

3.8

4.5

0.1 0.0 0.0 0.0 0.0 0.0 1.2

11.812.613.013.112.811.910.5

4.8 4.7 4.4 2.3 3.5 2.6

15.4 10.1 17.2 15.4 7.9 10.9 8.0

22.6 22.7 17.3 13.8 17.9 11.9

22.0 21.9 16.9 13.8 17.0 11.5

19.6 19.5 14.8 12.1 15.5 10.2

8.7 8.7 6.2 6.0 6.1 4.8

0.2

0.9

1.0

1.3

1.4

1.5

1.5

1.2

1.4

0.4

0.2

0.1

0.0

9.4 12.5 15.0 8.9 9.4 5.6

9.0 9.9 13.3 5.4 10.6 7.5

10.4 9.1 11.1 7.6 13.5 12.4

4.1 10.8 9.4 11.7 7.8 16.1 21.4

0.5 4.1 11.1 9.8 12.0 8.7 18.3 29.0 49.1 57.9 52.6 36.5 23.9 14.7 15.1 7.3

0.4 3.7 9.8 8.6 10.5 7.9 16.3 26.6 47.0 55.6 50.6 34.6 21.1 13.2 12.7 5.9

8.7 6.4 9.2 5.1 12.4 6.9

7.2 5.8 7.4 4.5 7.9 4.0

0.2 0.6 0.8 0.9 0.5 0.7 0.9 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.1 2.5 2.6 2.2 1.5 1.7 1.1 0.1 0.0 0.0 0.0

1" = 40'-0"

GROUND FLOOR LIGHTING

1

PH2

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

PH2

Luminaire Schedule 2101 NW 163ST @ NORTH MIAMI BEACH GND REV1

Symbol Qty Label Description LLF Lum. Watts Total Watts

16 C SS6G4DRL7358 _IC632HZ-CR 0.850 46.5 744

18 GG BS100LEDX4HTHOWT40120V-277V_S 0.850 100 1800

Calculation Summary

Project: 2101 NW 163ST @ NORTH MIAMI BEACH GND REV1

Label Avg Max Min Avg/Min Max/Min

DROPOFF (WEST) (GRREEN AREA) 1.70 1.9 1.5 1.13 1.27

DROPOFF (WEST)_1 (GRREEN AREA) 3.00 4.5 0.8 3.75 5.63

DROPOFF GREEN AREA (NORTH) (GRREEN AREA) 0.19 1.2 0.0 N.A. N.A.

ELEV SILLS 12.24 13.1 10.5 1.17 1.25

LOADING (FRONT) (GRREEN AREA) 3.72 4.8 2.3 1.62 2.09

LOADING_Floor 13.75 22.7 4.8 2.86 4.73

NE 21ST AVE SPILLS 0.85 1.5 0.0 N.A. N.A.

UNNAME ALLEY 0.57 2.6 0.0 N.A. N.A.

DROP OFF & PARKING 9.14 18.3 3.7 2.47 4.95

GARACE ENTRANCE 52.13 57.9 47.0 1.11 1.23

AutoCAD SHX Text
PLATTED AS OCEAN BOULEVARD (STATE ROAD NO. 270) 100' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
20' WIDE PUBLIC ALLEYWAY
AutoCAD SHX Text
PLATTED AS OAS S.E. 2ND AVENUE 80' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
UP 6.67% MAX. SLOPE
AutoCAD SHX Text
UP 12% MAX.
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
12' X 30'
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
DROP OFF

TYP.TYP.

17

7

11

8

26

26

14

TYP.

TYP.

+17'-0"

2ND FLOOR

+17'-0"

2ND FLOOR

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

PARKING AREA = 34,499 SF

TOTAL PARKING = 92 SPACES

DN 12%

SLOPE

UP 4.92%

SLOPE

DN 4.92%

SLOPE

N.E

. 21S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

2

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

4.4 4.7 5.3 5.5 5.2 4.2 3.6 3.6 3.8 4.5 4.3 3.7 3.3 3.3 3.8 4.3 4.1 3.4 3.2 3.2 3.9 4.2 4.0 3.4 3.4 3.6 4.1 4.1 3.4 2.9 3.0 3.5 4.1 4.3 3.7 3.3 3.3 3.7 4.2 4.0 3.3 2.9 3.3 3.9 4.7 5.0 4.7 4.6 4.2 3.5 2.7 2.3 1.8 1.5

9.4 8.5 8.6 9.1 8.4 6.0 4.4 4.1 5.5 7.4 7.2 5.1 3.8 3.9 5.7 7.3 6.6 4.6 3.4 4.1 6.1 7.3 6.2 4.5 3.8 5.1 6.9 6.9 5.0 3.7 3.5 4.7 6.6 7.2 5.4 3.8 3.9 5.6 7.1 6.4 4.4 3.6 3.9 5.6 7.7 7.9 6.8 6.7 7.4 5.9 3.8 3.6 3.4 3.0

15.9 12.4 11.8 13.9 12.9 6.1 3.3 4.4 7.5 11.8 11.1 4.3 2.9 4.5 8.2 11.9 9.9 3.3 2.9 5.0 9.1 12.0 8.4 3.2 3.8 6.9 11.3 10.9 5.7 2.7 3.3 6.0 10.5 11.6 5.2 2.8 4.4 8.0 11.6 9.8 4.2 2.7 4.0 7.4 11.8 11.6 6.1 9.1 12.7 10.1 5.3 4.4 7.4 6.7

15.1 12.5 13.7 18.5 17.5 6.4 4.7 5.6 10.0 16.8 15.0 5.0 4.4 5.9 11.1 17.1 11.6 4.8 4.3 6.5 12.6 17.3 9.3 4.9 5.3 9.2 16.1 15.4 5.9 3.7 4.3 7.8 14.8 16.7 5.8 4.6 5.9 11.0 16.7 13.1 4.1 3.7 5.0 9.8 16.6 13.1 9.1 13.5 18.8 15.6 11.1 9.9 14.8 12.8

10.6 10.8 13.5 18.5 17.5 10.5 6.5 6.7 10.8 17.1 15.9 9.2 5.9 6.7 11.6 17.0 13.9 7.8 5.5 7.2 13.0 17.2 12.5 7.2 6.3 9.8 16.1 15.4 8.8 5.2 5.1 8.4 14.9 16.4 10.1 6.3 6.8 11.5 16.8 13.5 7.4 4.9 5.8 10.4 16.9 16.2 12.2 14.1 18.4 15.9 13.7 16.7 17.4 13.7 8.2 4.8

12.2 11.7 13.2 15.6 14.6 10.0 7.1 7.2 10.4 14.3 13.5 9.2 6.6 7.1 10.4 13.6 11.7 7.8 6.0 7.3 11.2 13.6 10.9 7.5 6.8 9.3 13.1 12.5 8.4 5.6 5.5 8.1 12.3 13.2 9.4 6.7 7.1 10.3 13.4 11.5 7.4 5.4 6.2 9.6 13.7 13.6 11.2 11.3 13.0 12.5 12.0 13.4 13.4 11.1 8.1 5.6

17.814.313.9 15.7 14.6 10.1 7.2 7.4 10.8 15.0 14.2 9.5 6.7 7.1 10.3 13.4 11.7 7.8 6.0 7.3 11.0 13.5 10.9 7.5 6.8 9.2 13.0 12.5 8.4 5.6 5.5 8.1 12.2 13.1 9.4 6.8 7.1 10.3 13.3 11.4 7.4 5.4 6.2 9.5 13.6 13.5 10.5 9.1 9.5 10.2 11.5 14.4 15.1 12.2 8.4 5.8

15.9 13.0 14.1 18.8 17.9 10.7 6.8 7.3 12.3 20.0 18.3 10.3 6.4 6.9 11.6 17.2 14.1 7.8 5.5 7.2 13.0 17.3 12.6 7.3 6.3 9.9 16.4 15.6 8.9 5.2 5.1 8.4 15.1 16.6 10.2 6.3 6.8 11.6 17.0 13.7 7.4 4.9 5.8 10.4 17.0 16.0 10.1 7.3 7.0 8.4 11.1 16.3 17.7 13.7 8.7 5.7

9.8 9.5 12.3 18.0 17.3 10.0 5.4 4.7 11.1 16.8 13.6 7.2 4.9 6.6 12.5 17.0 12.1 6.6 5.7 9.3 16.0 15.2 8.3 4.7 4.6 7.9 14.7 16.2 9.6 5.7 6.2 11.1 16.7 13.3 6.9 4.5 5.3 9.9 16.6 15.4 8.9 5.3 6.5 8.3 10.7 8.2 9.2 7.0 5.1

11.2 18.9 16.0 8.8 7.9 7.7 9.9 13.3 12.7 8.0 4.1 2.9 8.4 12.0 9.9 6.0 4.5 5.7 9.5 12.1 9.1 5.7 5.1 7.5 11.5 11.0 6.7 4.3 4.2 6.6 10.8 11.7 7.7 5.1 5.5 8.7 12.1 9.8 5.8 4.1 4.7 7.8 11.9 11.1 7.0 4.4 4.5 5.4 6.3 6.7 4.0 5.7 5.6 4.5

8.5 8.3 8.6 9.3 8.5 5.7 2.9 2.3 5.9 7.4 6.7 5.0 4.2 4.8 6.6 7.7 6.5 5.0 4.7 5.8 7.4 7.1 5.3 4.0 4.0 5.2 7.1 7.5 5.8 4.6 4.8 6.3 7.7 6.7 4.9 3.9 4.3 5.9 7.7 7.3 5.6 4.4 4.4 5.6 7.0 8.4 8.1 7.4 6.1 4.6

13.8 10.5 8.5 7.0 4.8 1.8 4.0 4.6 4.5 4.0 3.7 4.0 4.7 5.1 4.8 4.4 4.6 5.1 5.4 4.9 4.1 3.5 3.6 4.4 5.3 5.7 5.0 4.3 4.2 4.7 5.0 4.7 4.0 3.5 3.7 4.4 5.0 4.9 4.1 3.8 4.7 6.1 8.9 13.4 14.6 11.5 7.4 4.9

17.711.9 8.3 5.8 3.5 1.6 4.0 4.6 4.8 4.1 3.9 4.4 5.4 6.5 8.1 10.4 14.9 16.8 11.2 5.5 3.3 3.1 5.5 10.2 15.8 18.8 13.8 9.3 6.6 5.7 5.6 4.9 4.0 3.5 3.5 4.0 4.7 4.6 3.7 3.4 4.5 5.9 8.5 12.8 13.7 10.8 7.0 4.7

13.3 10.1 7.5 5.3 3.4 2.4 6.4 7.9 7.1 5.2 4.4 5.4 7.7 9.8 10.4 11.8 15.9 17.3 5.0 10.1 15.1 20.9 15.0 10.0 7.5 7.6 8.3 7.1 4.9 3.9 4.1 5.6 7.4 7.1 5.2 4.1 3.9 4.9 6.0 7.3 7.0 6.5 5.2 4.1

11.7 9.6 7.5 5.7 3.8 13.6 11.4 9.0 11.4 11.1 7.2 6.4 9.2 12.3 10.2 6.1 4.3 6.0 10.3 13.6 11.7 9.5 10.5 12.8 2.3 17.8 12.6 8.4 7.3 9.6 12.5 10.1 5.8 3.8 4.4 7.5 11.4 10.7 6.5 4.0 3.6 4.1 4.7 4.9 3.4 4.6 4.4 3.7

4.9 7.4 10.3 15.4 16.1 11.6 8.3 6.3 6.2 8.9 15.3 18.3 11.3 11.0 17.9 17.4 10.4 8.0 11.8 17.2 13.7 7.1 4.1 6.0 13.2 18.0 13.5 8.1 5.5 11.6 19.5 18.2 9.9 4.4 4.4 8.9 16.5 19.2 11.8 6.3 6.2 11.8 17.1 13.5 6.8 3.3 4.9 9.6 16.1 14.8 7.9 3.1 3.6 4.6 5.8 7.3 7.5 6.7 5.3 4.1

4.4 6.6 9.9 14.9 15.3 11.2 8.4 6.9 6.9 9.0 14.8 18.1 14.2 13.6 18.1 16.9 10.4 8.4 12.2 17.4 14.0 7.9 5.7 7.7 13.5 17.9 13.4 8.3 7.1 11.5 18.6 17.3 10.1 6.0 5.7 9.3 16.2 18.0 11.4 7.4 7.3 11.9 17.3 13.8 7.5 5.0 5.8 10.2 16.5 14.9 8.4 5.1 4.4 5.7 8.3 12.9 14.2 11.3 7.3 4.8

3.7 4.8 6.4 8.3 8.6 7.9 8.0 8.5 8.6 9.0 11.1 12.7 12.2 12.9 14.4 12.6 9.1 8.3 10.8 13.8 11.9 7.9 6.2 7.6 11.4 14.0 11.4 8.0 7.2 10.1 14.2 13.4 9.0 6.1 6.0 8.6 12.8 13.9 10.1 7.3 7.6 10.5 13.5 11.6 7.5 5.4 6.1 9.3 13.1 12.3 8.1 5.3 4.7 6.0 8.8 13.7 15.0 11.7 7.6 5.0

3.1 3.7 4.2 4.7 5.2 6.2 8.4 11.2 11.4 9.3 8.7 9.5 11.2 13.9 13.9 10.6 7.9 7.9 10.7 13.8 12.0 7.9 6.2 7.5 11.3 13.9 11.3 7.8 7.1 9.7 13.7 13.1 8.8 5.9 5.8 8.3 12.6 13.6 9.8 7.1 7.4 10.5 13.5 11.6 7.4 5.4 6.0 9.2 13.1 12.4 8.2 5.3 4.6 5.5 7.1 9.1 9.6 8.2 6.4 4.7

3.0 3.8 4.5 5.2 5.7 6.9 10.3 16.1 16.0 10.0 7.0 7.4 11.2 17.1 16.0 9.7 6.6 7.1 11.6 17.1 14.1 7.9 5.6 7.3 12.9 17.2 12.7 7.4 6.5 10.0 16.4 15.7 9.0 5.4 5.2 8.5 15.1 16.6 10.3 6.5 6.9 11.6 16.9 13.6 7.4 4.8 5.7 10.0 16.2 15.0 8.5 5.0 4.3 5.3 6.8 8.6 9.1 8.0 6.3 4.6

3.3 4.9 7.0 9.9 10.5 9.6 11.7 17.2 16.6 9.7 6.1 6.3 10.4 16.8 15.6 8.7 5.6 6.3 11.2 17.0 13.7 7.3 5.0 6.7 12.6 17.1 12.2 6.7 5.8 9.4 16.2 15.4 8.4 4.8 4.7 8.0 14.9 16.5 9.8 5.8 6.3 11.2 16.8 13.3 6.9 4.4 5.2 9.7 16.1 14.7 8.0 4.6 4.1 5.6 8.3 12.9 14.4 11.4 7.4 4.8

3.6 6.0 9.9 15.5 16.2 12.2 11.4 13.3 12.2 7.6 4.2 4.3 7.9 11.9 11.1 7.0 4.9 5.5 8.7 12.1 10.1 6.1 4.6 5.8 9.5 12.0 9.1 5.8 5.2 7.5 11.6 10.9 6.7 4.3 4.3 6.5 10.7 11.7 7.6 5.1 5.5 8.6 11.9 9.8 5.8 3.7 4.6 7.6 11.5 10.5 6.5 4.1 3.8 5.3 8.3 13.6 15.0 11.5 7.1 4.5

3.3 5.4 8.4 12.4 13.0 10.2 9.2 9.0 8.1 5.8 4.4 4.5 5.7 7.5 7.3 5.5 4.5 4.8 6.2 7.6 6.8 5.1 4.3 4.9 6.5 7.6 6.4 4.9 4.6 5.8 7.4 7.1 5.3 4.0 3.9 5.1 7.0 7.4 5.8 4.6 4.7 6.2 7.5 6.5 4.4 2.6 3.5 5.4 7.2 6.9 5.0 3.7 3.3 4.1 5.2 3.4 6.9 6.6 4.8 3.4

2.4 3.6 4.7 5.9 6.4 6.0 6.0 5.6 5.3 4.3 3.7 3.6 4.2 4.6 4.5 3.9 3.5 3.7 4.2 4.7 4.4 3.9 3.4 3.7 4.2 4.7 4.2 3.8 3.6 4.0 4.6 4.4 3.8 3.2 3.2 3.6 4.4 4.4 4.1 3.5 3.7 4.1 4.4 4.0 3.3 3.0 3.0 3.5 4.1 4.2 3.4 2.9 2.5 2.7 1.8 3.0 3.0 2.7 2.1

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

2ND FLOOR PARKING GARAGE LIGHTING

1

PH3

PH3

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

Luminaire Schedule

Project: 2101 NW 163ST @ NORTH MIAMI BEACH 2ND REV1

Symbol Qty Label Description LLF Lum. Watts Total Watts

46 G BS100LED4PGHTHOWT40120V-277V- 1.000 70 3220

Calculation Summary

Project: 2101 NW 163ST @ NORTH MIAMI BEACH 2ND REV1

Label Avg Max Min Avg/Min Max/Min

ELEV SILLS (GARAGE) 12.15 12.8 11.5 1.06 1.11

STALLS 7.21 17.2 1.8 4.01 9.56

TRAFFIC LANES 10.24 20.0 3.6 2.84 5.56

AutoCAD SHX Text
PLATTED AS OCEAN BOULEVARD (STATE ROAD NO. 270) 100' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
20' WIDE PUBLIC ALLEYWAY
AutoCAD SHX Text
PLATTED AS OAS S.E. 2ND AVENUE 80' WIDE PUBLIC RIGHT WAY
AutoCAD SHX Text
C
AutoCAD SHX Text
C

N.E

. 21S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

26

8

26

17

13

TYP.TYP.

2

TYP.

TYP.

PARKING AREA = 34,498 SF

TOTAL TYP PARKING = 92 SPACES

DN 4.92%

SLOPE

UP 4.92%

SLOPE

B

CE

A

D

X

Y

B

CE

A

D

X

Y

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CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

4.3 4.6 5.2 5.4 5.1 4.2 3.5 3.5 3.8 4.5 4.3 3.7 3.3 3.3 3.8 4.3 4.1 3.4 3.2 3.2 3.9 4.2 4.0 3.4 3.4 3.6 4.1 4.1 3.4 2.9 3.0 3.5 4.1 4.3 3.7 3.3 3.3 3.6 4.2 4.0 3.3 2.9 3.3 3.9 4.6 5.0 4.7 4.6 4.2 3.5 2.7 2.3 1.8 1.5

9.2 8.3 8.4 8.9 8.3 5.9 4.3 4.0 5.5 7.3 7.2 5.0 3.8 3.9 5.7 7.3 6.6 4.6 3.4 4.1 6.1 7.3 6.2 4.5 3.8 5.1 6.9 6.9 5.0 3.7 3.5 4.7 6.6 7.2 5.4 3.8 3.9 5.6 7.1 6.5 4.4 3.6 3.9 5.6 7.7 7.9 6.8 6.7 7.4 5.9 3.8 3.6 3.4 2.9

15.6 12.1 11.5 13.6 12.7 6.0 3.3 4.3 7.5 11.7 11.1 4.3 2.9 4.5 8.2 11.9 9.9 3.3 2.9 5.0 9.1 12.1 8.4 3.2 3.8 6.9 11.3 10.9 5.7 2.7 3.3 6.0 10.5 11.6 5.2 2.8 4.4 8.0 11.6 9.8 4.2 2.7 4.0 7.4 11.8 11.6 6.1 9.1 12.7 10.1 5.3 4.4 7.4 6.7

14.3 11.7 13.0 18.1 17.3 6.3 4.6 5.5 9.9 16.8 15.0 4.9 4.4 5.8 11.1 17.1 11.6 4.8 4.3 6.5 12.6 17.3 9.3 4.9 5.3 9.2 16.1 15.4 5.9 3.7 4.3 7.8 14.8 16.7 5.8 4.6 5.9 11.0 16.7 13.1 4.1 3.7 5.0 9.8 16.6 13.1 9.1 13.5 18.8 15.6 11.1 9.9 14.8 12.8

8.4 9.0 12.2 17.8 17.2 10.3 6.4 6.6 10.7 17.1 15.8 9.2 5.9 6.7 11.6 17.0 13.9 7.8 5.5 7.2 13.0 17.2 12.5 7.2 6.3 9.8 16.2 15.4 8.8 5.2 5.1 8.4 14.9 16.4 10.1 6.3 6.7 11.5 16.8 13.5 7.4 4.9 5.8 10.4 16.9 16.2 12.2 14.1 18.4 15.9 13.7 16.7 17.4 13.7 8.2 4.8

6.5 8.0 11.2 14.7 14.2 9.8 7.0 7.2 10.3 14.2 13.5 9.1 6.6 7.1 10.4 13.6 11.7 7.8 6.0 7.3 11.2 13.6 10.9 7.5 6.8 9.3 13.1 12.5 8.4 5.6 5.5 8.1 12.3 13.2 9.4 6.7 7.1 10.3 13.4 11.4 7.4 5.4 6.2 9.6 13.7 13.6 11.2 11.3 13.0 12.5 12.0 13.4 13.4 11.1 8.1 5.6

9.1 9.6 11.9 14.9 14.3 9.9 7.1 7.4 10.8 15.0 14.2 9.5 6.7 7.1 10.2 13.4 11.7 7.8 6.0 7.3 11.0 13.5 10.9 7.5 6.8 9.2 13.0 12.5 8.4 5.6 5.5 8.1 12.2 13.1 9.4 6.7 7.1 10.3 13.3 11.4 7.4 5.4 6.2 9.5 13.6 13.5 10.5 9.1 9.5 10.2 11.5 14.4 15.1 12.2 8.4 5.8

15.4 12.8 13.9 18.6 17.8 10.6 6.7 7.2 12.2 19.9 18.3 10.2 6.4 6.9 11.6 17.2 14.0 7.8 5.5 7.2 13.0 17.3 12.6 7.3 6.3 9.9 16.4 15.6 8.9 5.2 5.1 8.4 15.1 16.6 10.2 6.3 6.8 11.6 17.0 13.7 7.4 4.9 5.8 10.4 17.0 16.0 10.1 7.3 7.0 8.4 11.1 16.3 17.7 13.7 8.7 5.7

16.3 13.1 13.8 18.5 17.4 10.0 5.3 4.7 11.1 16.8 13.6 7.2 4.9 6.6 12.5 17.0 12.1 6.6 5.7 9.3 16.0 15.2 8.3 4.7 4.6 7.9 14.7 16.2 9.6 5.7 6.2 11.1 16.7 13.3 6.9 4.4 5.3 9.9 16.6 15.4 8.9 5.3 6.5 8.3 10.7 8.2 9.2 7.0 5.1

10.5 9.9 11.2 13.9 12.9 8.0 4.1 2.9 8.4 11.9 9.9 6.0 4.5 5.7 9.5 12.2 9.1 5.7 5.1 7.5 11.5 11.0 6.7 4.2 4.2 6.6 10.8 11.7 7.7 5.1 5.5 8.7 12.1 9.8 5.8 4.1 4.7 7.8 11.9 11.1 7.0 4.4 4.5 5.4 6.3 6.7 4.0 5.7 5.6 4.5

9.1 8.9 9.2 9.7 8.7 5.7 2.9 2.3 5.9 7.4 6.7 5.0 4.2 4.8 6.6 7.7 6.5 5.0 4.7 5.8 7.4 7.1 5.3 4.0 4.0 5.2 7.1 7.5 5.8 4.6 4.8 6.3 7.7 6.7 4.9 3.9 4.3 5.9 7.7 7.3 5.6 4.4 4.4 5.7 7.0 8.4 8.1 7.4 6.1 4.6

13.8 10.8 8.7 7.1 4.8 1.8 4.0 4.7 4.5 4.0 3.7 4.0 4.7 5.1 4.8 4.4 4.6 5.1 5.4 4.9 4.1 3.5 3.6 4.3 5.4 5.7 5.0 4.3 4.2 4.7 5.0 4.7 3.9 3.5 3.7 4.4 5.0 4.9 4.1 3.8 4.7 6.1 8.9 13.4 14.6 11.5 7.4 4.9

16.9 11.9 8.4 5.9 3.6 1.6 4.1 4.6 4.8 4.1 3.9 4.4 5.4 6.5 8.1 10.4 14.9 16.8 11.2 5.5 3.3 3.1 5.5 10.2 15.8 18.7 13.8 9.3 6.6 5.6 5.5 4.9 4.0 3.5 3.5 4.0 4.7 4.6 3.7 3.4 4.5 5.9 8.5 12.8 13.7 10.8 7.0 4.7

12.5 9.8 7.5 5.4 3.5 2.4 6.4 8.0 7.1 5.2 4.4 5.4 7.7 9.8 10.4 11.8 15.9 17.3 5.0 10.1 15.1 20.9 15.0 10.0 7.5 7.5 8.3 7.1 4.9 3.9 4.1 5.6 7.4 7.1 5.2 4.1 3.9 4.9 6.0 7.3 7.1 6.5 5.2 4.1

11.2 9.2 7.4 5.7 3.9 13.6 11.3 9.0 11.4 11.1 7.3 6.5 9.2 12.3 10.2 6.1 4.3 6.0 10.3 13.6 11.7 9.5 10.5 12.7 2.3 17.8 12.6 8.4 7.3 9.6 12.5 10.1 5.8 3.8 4.4 7.5 11.4 10.7 6.5 4.0 3.6 4.1 4.7 4.9 3.4 4.6 4.4 3.7

4.5 6.8 9.8 15.2 15.8 11.4 8.2 6.2 6.2 8.9 15.3 18.3 11.2 11.0 17.9 17.4 10.5 8.0 11.8 17.2 13.8 7.1 4.1 6.0 13.3 18.0 13.5 8.1 5.5 11.6 19.5 18.2 9.9 4.4 4.4 8.9 16.5 19.2 11.8 6.3 6.2 11.8 17.1 13.5 6.8 3.3 4.9 9.6 16.1 14.8 7.9 3.1 3.6 4.6 5.8 7.3 7.5 6.7 5.3 4.1

4.1 6.2 9.5 14.7 15.2 11.0 8.3 6.9 6.9 9.0 14.8 18.1 14.2 13.6 18.1 16.9 10.5 8.5 12.2 17.4 14.0 7.9 5.7 7.7 13.5 17.9 13.4 8.3 7.1 11.5 18.6 17.3 10.1 5.9 5.7 9.3 16.2 18.0 11.4 7.4 7.3 11.9 17.3 13.8 7.5 5.0 5.8 10.2 16.4 14.9 8.4 5.1 4.5 5.7 8.3 12.9 14.2 11.3 7.3 4.8

3.4 4.6 6.1 8.1 8.6 7.8 7.9 8.4 8.6 8.9 11.1 12.7 12.1 12.9 14.4 12.6 9.1 8.3 10.8 13.8 11.9 7.9 6.2 7.6 11.4 14.0 11.4 8.0 7.2 10.1 14.2 13.4 9.1 6.1 6.0 8.6 12.8 13.9 10.1 7.3 7.6 10.5 13.5 11.6 7.5 5.4 6.1 9.3 13.1 12.3 8.1 5.3 4.7 6.0 8.8 13.7 15.0 11.7 7.6 5.0

2.9 3.5 4.1 4.6 5.1 6.1 8.3 11.1 11.3 9.2 8.7 9.5 11.2 13.9 13.9 10.6 7.9 7.9 10.7 13.8 12.0 7.9 6.2 7.5 11.3 13.9 11.3 7.8 7.1 9.7 13.7 13.1 8.8 5.9 5.8 8.3 12.6 13.6 9.8 7.1 7.4 10.5 13.5 11.6 7.4 5.4 6.0 9.2 13.1 12.4 8.2 5.3 4.6 5.5 7.1 9.1 9.6 8.2 6.4 4.7

2.9 3.7 4.4 5.1 5.7 6.8 10.2 16.0 15.9 10.0 7.0 7.4 11.2 17.1 16.0 9.7 6.6 7.1 11.7 17.1 14.1 7.9 5.6 7.3 12.9 17.2 12.7 7.4 6.5 10.0 16.4 15.7 9.0 5.4 5.2 8.5 15.1 16.6 10.3 6.5 6.9 11.6 16.9 13.6 7.3 4.8 5.7 10.0 16.2 15.0 8.5 5.0 4.3 5.3 6.8 8.5 9.1 8.0 6.3 4.6

3.2 4.8 6.9 9.8 10.5 9.5 11.7 17.1 16.5 9.6 6.1 6.3 10.4 16.8 15.6 8.7 5.6 6.3 11.2 17.0 13.7 7.3 5.0 6.7 12.6 17.1 12.2 6.7 5.8 9.4 16.2 15.4 8.4 4.8 4.7 8.0 14.9 16.5 9.8 5.8 6.3 11.2 16.8 13.3 6.9 4.4 5.2 9.7 16.1 14.8 8.0 4.6 4.1 5.6 8.3 12.9 14.4 11.5 7.4 4.8

3.5 5.9 9.8 15.4 16.1 12.2 11.4 13.2 12.2 7.6 4.2 4.3 7.9 11.9 11.1 7.0 4.9 5.5 8.7 12.1 10.1 6.1 4.6 5.8 9.5 12.0 9.1 5.8 5.2 7.5 11.6 10.9 6.7 4.3 4.3 6.5 10.7 11.7 7.6 5.1 5.5 8.6 11.9 9.8 5.8 3.7 4.6 7.6 11.5 10.5 6.5 4.1 3.8 5.3 8.3 13.6 15.1 11.5 7.1 4.5

3.3 5.3 8.3 12.3 12.9 10.2 9.1 9.0 8.0 5.8 4.4 4.4 5.7 7.5 7.3 5.5 4.5 4.8 6.2 7.6 6.8 5.1 4.3 4.9 6.5 7.6 6.4 4.9 4.6 5.7 7.4 7.1 5.3 4.0 3.9 5.1 7.0 7.4 5.8 4.6 4.7 6.2 7.5 6.5 4.4 2.6 3.5 5.4 7.2 6.9 5.0 3.7 3.3 4.1 5.2 3.4 6.8 6.6 4.8 3.4

2.4 3.5 4.7 5.9 6.3 5.9 6.0 5.6 5.2 4.2 3.6 3.6 4.2 4.6 4.5 3.9 3.5 3.7 4.2 4.7 4.4 3.9 3.4 3.7 4.2 4.7 4.2 3.8 3.6 4.0 4.6 4.4 3.8 3.2 3.2 3.6 4.4 4.4 4.1 3.5 3.6 4.1 4.4 4.0 3.3 3.0 3.0 3.5 4.1 4.1 3.4 2.9 2.5 2.7 1.8 3.0 3.0 2.7 2.1

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

3RD TO 7TH PARKING GARAGE LIGHTING

1

PH4

PH4

Luminaire Schedule

Project:2101 NW 163ST @ NORTH MIAMI BEACH 3RD (TYPICAL)

Symbol Qty Label Description LLF Lum. Watts Total Watts

45 G BS100LED4PGHTHOWT40120V-277V- 1.000 70 3150

Calculation Summary

Project:2101 NW 163ST @ NORTH MIAMI BEACH 3RD (TYPICAL)

Label Avg Max Min Avg/Min Max/Min

STALLS 7.20 17.1 1.8 4.00 9.50

TRAFFIC LANES 10.19 19.9 3.6 2.83 5.53

AutoCAD SHX Text
C
AutoCAD SHX Text
C

N.E

. 21S

T A

VE

NU

E

UNNAMED ALLEY

N.E. 163RD STREET (STATE ROAD #826)

TYP.

12

6

3

8

26

10

13

26

TYP.

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

CE

A

D

X

Y

B

C

E

AD

X

Y

UP

DN

UP

DN

DN

UP

DN 4.92%

SLOPE

POOL ABOVE

UP 4.92%

SLOPE

17

G

MH: 9.6

G

MH: 9.6

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MH: 9.6

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MH: 9.6

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MH: 9.6

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MH: 9.6

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MH: 9.6

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G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

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MH: 9.6

G

MH: 9.6

G

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G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

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MH: 9.6

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MH: 9.6

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MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 9.6

G

MH: 7.6

G

MH: 7.6

G

MH: 7.6

G

MH: 7.6

G

MH: 7.5

3.8 4.3 4.6 5.2 5.4 5.1 4.2 3.5 3.5 3.8 4.5 4.3 3.7 3.3 3.3 3.8 4.3 4.1 3.4 3.2 3.2 3.9 4.2 4.0 3.4 3.4 3.6 4.1 4.1 3.4 2.9 3.0 3.4 4.0 4.2 3.6 3.1 3.0 3.2 3.7 3.4 2.8 2.5 2.7 3.3 4.0 4.2 3.9 4.0 3.9 3.7 3.1 2.5 2.1 1.9

9.2 8.3 8.4 8.9 8.3 5.9 4.3 4.0 5.5 7.3 7.2 5.0 3.8 3.9 5.7 7.3 6.6 4.6 3.4 4.1 6.1 7.3 6.2 4.5 3.8 5.1 6.9 6.9 4.9 3.6 3.5 4.7 6.6 7.1 5.2 3.6 3.6 5.5 7.4 6.5 4.1 3.2 3.4 5.3 7.6 7.8 6.3 6.3 7.6 6.5 5.2 5.1 5.1 4.8

15.6 12.1 11.5 13.6 12.7 6.0 3.3 4.3 7.5 11.7 11.1 4.3 2.9 4.5 8.2 11.9 9.9 3.3 2.9 5.0 9.1 12.1 8.4 3.2 3.8 6.9 11.3 10.9 5.7 2.7 3.3 6.0 10.5 11.5 5.1 2.6 4.2 8.8 14.3 11.4 4.1 2.4 3.7 7.7 14.1 13.3 5.7 9.5 14.7 10.4 5.9 8.8 14.7 12.2

14.3 11.7 13.0 18.1 17.3 6.3 4.6 5.5 9.9 16.8 15.0 4.9 4.4 5.8 11.1 17.1 11.6 4.8 4.3 6.5 12.6 17.3 9.3 4.9 5.3 9.2 16.1 15.4 5.9 3.7 4.3 7.8 14.8 16.7 5.6 4.3 5.6 12.9 23.8 16.9 4.0 3.1 4.4 10.7 22.8 17.7 8.7 15.0 25.0 16.4 8.2 11.9 25.8 19.5

8.4 9.0 12.2 17.8 17.2 10.3 6.4 6.6 10.7 17.1 15.8 9.2 5.9 6.7 11.6 17.0 13.9 7.8 5.4 7.2 13.0 17.2 12.5 7.2 6.3 9.8 16.1 15.4 8.8 5.2 5.1 8.4 14.9 16.3 10.0 6.0 6.5 13.1 22.0 16.1 7.1 4.2 5.2 11.1 21.5 19.2 11.7 14.8 22.6 16.2 11.7 15.2 16.9 12.6 5.7 2.3

6.5 8.0 11.2 14.7 14.2 9.8 7.0 7.2 10.3 14.2 13.5 9.1 6.5 7.1 10.4 13.6 11.7 7.8 6.0 7.3 11.2 13.6 10.9 7.5 6.8 9.3 13.1 12.5 8.3 5.6 5.5 8.1 12.2 13.1 9.3 6.5 7.0 10.9 15.0 12.3 7.2 4.9 5.7 9.8 15.0 14.4 10.8 11.2 13.6 11.8 10.1 9.9 9.7 8.4 6.4 4.0

9.1 9.6 11.9 14.9 14.3 9.9 7.1 7.4 10.8 15.0 14.2 9.5 6.7 7.1 10.2 13.4 11.7 7.8 6.0 7.3 11.0 13.5 10.9 7.5 6.8 9.2 13.0 12.5 8.3 5.6 5.5 8.0 12.2 13.0 9.3 6.6 6.9 10.0 13.1 11.1 7.0 5.0 5.7 9.1 13.1 12.9 9.6 8.2 8.4 8.8 10.7 14.6 16.7 12.4 7.6 4.6

15.4 12.8 13.9 18.7 17.8 10.6 6.7 7.2 12.2 19.9 18.3 10.2 6.4 6.9 11.6 17.2 14.0 7.8 5.5 7.2 13.0 17.3 12.6 7.3 6.3 9.9 16.4 15.6 8.9 5.2 5.1 8.4 15.0 16.5 10.1 6.1 6.5 11.2 16.6 13.3 7.1 4.6 5.4 9.9 16.4 15.3 9.2 6.3 5.9 7.3 11.6 20.2 24.6 16.3 8.7 4.8

16.3 13.1 13.8 18.4 17.4 9.9 5.3 4.6 11.0 16.8 13.6 7.2 4.9 6.6 12.5 17.0 12.1 6.6 5.7 9.3 16.0 15.2 8.3 4.6 4.5 7.9 14.7 16.2 9.5 5.5 6.0 10.9 16.4 13.0 6.6 4.1 5.0 9.5 16.1 14.9 8.3 4.4 5.7 8.3 11.7 9.8 9.8 6.8 4.4

10.5 9.9 11.2 13.9 12.9 8.0 4.1 2.9 8.4 11.9 9.9 6.0 4.5 5.7 9.5 12.1 9.1 5.7 5.1 7.5 11.5 11.0 6.7 4.2 4.2 6.5 10.8 11.6 7.6 5.0 5.3 8.5 11.9 9.6 5.6 3.9 4.5 7.5 11.6 10.8 6.6 4.0 3.9 4.8 5.9 6.2 3.9 5.5 5.2 4.0

9.1 8.9 9.2 9.7 8.7 5.6 2.8 2.3 5.8 7.4 6.6 5.0 4.2 4.8 6.6 7.7 6.5 5.0 4.6 5.8 7.4 7.1 5.2 3.9 3.9 5.2 7.0 7.4 5.8 4.5 4.7 6.2 7.5 6.6 4.7 3.8 4.1 5.7 7.5 7.1 5.3 4.1 4.1 5.3 6.6 8.1 8.0 7.2 5.8 4.3

13.8 10.8 8.7 7.1 4.8 1.8 4.0 4.6 4.5 4.0 3.7 4.0 4.7 5.1 4.8 4.4 4.6 5.1 5.4 4.9 4.0 3.5 3.6 4.3 5.3 5.7 4.9 4.2 4.1 4.6 4.9 4.6 3.8 3.4 3.6 4.2 4.8 4.7 3.9 3.6 4.4 5.9 8.7 13.3 14.5 11.4 7.3 4.7

16.9 11.9 8.4 5.9 3.6 1.6 4.1 4.6 4.8 4.1 3.9 4.4 5.4 6.5 8.1 10.4 14.9 16.8 11.2 5.5 3.3 3.0 5.5 10.2 15.8 18.7 13.8 9.3 6.6 5.6 5.5 4.9 4.0 3.4 3.5 4.0 4.7 4.6 3.7 3.3 4.4 5.7 8.4 12.7 13.6 10.7 6.9 4.6

12.5 9.8 7.5 5.4 3.5 2.4 6.4 7.9 7.1 5.3 4.4 5.4 7.7 9.8 10.4 11.8 15.9 17.3 5.0 10.1 15.1 20.9 15.0 10.0 7.5 7.5 8.3 7.1 4.9 3.9 4.1 5.6 7.4 7.1 5.2 4.0 3.8 4.8 5.9 7.2 7.0 6.4 5.1 4.0

11.2 9.2 7.4 5.7 3.9 13.6 11.3 9.0 11.4 11.1 7.3 6.5 9.2 12.3 10.2 6.1 4.3 6.0 10.3 13.6 11.7 9.5 10.5 12.7 2.3 17.9 12.6 8.4 7.3 9.6 12.5 10.1 5.8 3.8 4.4 7.5 11.4 10.7 6.5 4.0 3.5 4.1 4.6 4.8 3.3 4.6 4.3 3.7

4.5 6.8 9.8 15.2 15.8 11.4 8.2 6.2 6.2 8.9 15.3 18.3 11.2 10.9 17.9 17.4 10.5 8.0 11.8 17.2 13.8 7.1 4.1 6.0 13.3 18.0 13.5 8.1 5.5 11.6 19.5 18.2 9.9 4.4 4.4 8.9 16.5 19.2 11.8 6.3 6.2 11.8 17.1 13.5 6.8 3.3 4.9 9.6 16.1 14.7 7.9 3.1 3.6 4.5 5.7 7.3 7.5 6.6 5.3 4.0

4.1 6.2 9.5 14.7 15.2 11.0 8.3 6.8 6.9 9.0 14.8 18.1 14.2 13.6 18.1 16.9 10.5 8.4 12.2 17.4 14.0 7.9 5.7 7.7 13.5 17.9 13.4 8.3 7.1 11.6 18.6 17.4 10.1 6.0 5.7 9.3 16.2 18.0 11.4 7.4 7.3 11.9 17.3 13.8 7.5 5.0 5.8 10.2 16.4 14.9 8.4 5.1 4.4 5.7 8.3 12.9 14.2 11.3 7.2 4.8

3.4 4.6 6.1 8.1 8.6 7.8 7.9 8.4 8.6 8.9 11.1 12.7 12.1 12.9 14.4 12.6 9.1 8.3 10.8 13.8 11.9 7.9 6.2 7.6 11.4 14.0 11.4 8.0 7.2 10.1 14.2 13.4 9.1 6.1 6.0 8.6 12.8 13.9 10.1 7.3 7.6 10.5 13.5 11.6 7.5 5.4 6.1 9.3 13.0 12.3 8.1 5.3 4.6 6.0 8.8 13.7 15.0 11.7 7.6 5.0

2.9 3.5 4.1 4.6 5.1 6.1 8.3 11.1 11.3 9.2 8.7 9.5 11.2 13.9 13.9 10.6 7.9 7.9 10.7 13.8 12.0 7.9 6.2 7.5 11.3 13.9 11.3 7.8 7.1 9.7 13.7 13.1 8.8 5.9 5.8 8.3 12.6 13.6 9.8 7.1 7.4 10.5 13.5 11.6 7.4 5.4 6.0 9.2 13.1 12.4 8.2 5.3 4.5 5.5 7.1 9.1 9.6 8.2 6.4 4.7

2.9 3.7 4.4 5.1 5.7 6.8 10.2 16.0 15.9 10.0 7.0 7.4 11.2 17.1 16.0 9.7 6.6 7.1 11.7 17.1 14.1 7.9 5.6 7.3 12.9 17.2 12.7 7.4 6.5 10.0 16.5 15.7 9.0 5.4 5.2 8.5 15.1 16.6 10.3 6.5 6.9 11.6 16.9 13.6 7.3 4.8 5.6 10.0 16.2 15.0 8.5 5.0 4.3 5.3 6.8 8.5 9.1 8.0 6.3 4.6

3.2 4.8 6.9 9.8 10.5 9.5 11.7 17.1 16.5 9.6 6.1 6.3 10.4 16.8 15.6 8.7 5.6 6.3 11.3 17.0 13.7 7.3 5.0 6.7 12.6 17.1 12.2 6.7 5.8 9.4 16.2 15.4 8.4 4.8 4.7 8.0 14.9 16.5 9.8 5.8 6.3 11.2 16.8 13.3 6.9 4.4 5.2 9.7 16.1 14.7 8.0 4.6 4.1 5.6 8.3 12.9 14.4 11.4 7.4 4.8

3.5 5.9 9.8 15.4 16.1 12.2 11.4 13.2 12.2 7.6 4.2 4.3 7.9 11.8 11.1 7.0 4.9 5.5 8.7 12.1 10.1 6.1 4.6 5.8 9.5 12.0 9.1 5.8 5.2 7.5 11.6 10.9 6.7 4.3 4.3 6.5 10.7 11.7 7.6 5.1 5.5 8.6 11.9 9.8 5.8 3.7 4.6 7.6 11.5 10.5 6.5 4.1 3.8 5.3 8.3 13.6 15.0 11.5 7.1 4.5

3.3 5.3 8.3 12.3 12.9 10.2 9.1 9.0 8.0 5.8 4.4 4.5 5.7 7.5 7.3 5.5 4.5 4.8 6.3 7.6 6.8 5.1 4.3 4.9 6.5 7.6 6.4 4.9 4.6 5.8 7.4 7.1 5.3 4.0 3.9 5.1 7.0 7.4 5.8 4.6 4.7 6.2 7.5 6.5 4.4 2.5 3.5 5.4 7.2 6.8 5.0 3.7 3.3 4.1 5.2 3.4 6.8 6.6 4.8 3.4

2.4 3.5 4.7 5.9 6.3 5.9 6.0 5.6 5.2 4.2 3.6 3.6 4.2 4.6 4.5 3.9 3.5 3.7 4.2 4.7 4.4 3.9 3.4 3.7 4.2 4.7 4.3 3.8 3.6 4.0 4.6 4.4 3.8 3.2 3.2 3.6 4.4 4.4 4.1 3.5 3.6 4.1 4.4 4.0 3.3 3.0 3.0 3.5 4.1 4.1 3.4 2.8 2.5 2.7 1.8 3.0 3.0 2.7 2.1

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL

LLC

INTERNATIONALARCHITECTURE

DORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Project No: DY201859

05.28.2019LLC

1" = 40'-0"

8TH FLOOR PARKING GARAGE LIGHTING

1

PH5

PH5

Luminaire Schedule

Project: 2101 NW 163ST @ NORTH MIAMI BEACH 8TH

Symbol Qty Label Description LLF Lum. Watts Total Watts

45 G BS100LED4PGHTHOWT40120V-277V- 1.000 70 3150

Calculation Summary

Project: 2101 NW 163ST @ NORTH MIAMI BEACH 8TH

Label Avg Max Min Avg/Min Max/Min

STALLS 7.20 17.1 1.8 4.00 9.50

TRAFFIC LANES 10.17 22.6 3.5 2.91 6.46

AutoCAD SHX Text
C

X

UP

DN

TENANT STORAGE

2137 SF

FPL VAULT

1302 SF

LOBBY

4478 SF

MANAGEMENT

1074 SF

DOMESTIC

PUMP

264 SF

FIRE

PUMP

248 SF

TEL

/ TV

293 SF

MAILROOM

827 SF

PARCEL

STORAGE

496 SF

MAINTANANCE

534 SF

BIKE STORAGE

1464 SF

WOMEN'S

80 SF

MEN'S

80 SF

LEASING

1143 SF

UP

DN

DN

UP

A

E

C

B

A

E

C

B

A

E

C

B

A

E

C

B A

E

C

B

Filename: \\langan.com\data\MIA\data0\300241001\Project Data\CAD\01\SheetFiles\_Drafts\300241001-CS101-0101.dwg Date: 5/23/2019 Time: 14:18 User: jaquino Style Table: Langan.stb Layout: ANSIB-BL

15150 NW 79th Court, Suite 200

Miami Lakes, FL 33016

T: 786.264.7200 F: 786.264.7201 www.langan.com

FL Certificate of Authorization No. 00006601/LB8172/LB8198

© 2

01

9 L

an

ga

n

Langan Engineering and

Environmental Services, Inc.

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL LLC

INTERNATIONALARCHITECTUREDORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Langan Project No: 300241001

05.23.2019

1" = 40'-0"

CLAUDIA M. CORREA

PROFESSIONAL ENGINEER FL Lic. No. 87170

CS101

1

CIVIL SITE PLAN

4

X

UP

DN

UP

DN

DN

UP

A

E

C

B

A

E

C

B

A

E

C

B

A

E

C

B A

E

C

B

15150 NW 79th Court, Suite 200

Miami Lakes, FL 33016

T: 786.264.7200 F: 786.264.7201 www.langan.com

FL Certificate of Authorization No. 00006601/LB8172/LB8198

© 2

01

9 L

an

ga

n

Langan Engineering and

Environmental Services, Inc.

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL LLC

INTERNATIONALARCHITECTUREDORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Langan Project No: 300241001

05.23.2019

1" = 40'-0"

CLAUDIA M. CORREA

PROFESSIONAL ENGINEER FL Lic. No. 87170

Filename: \\langan.com\data\MIA\data0\300241001\Project Data\CAD\01\SheetFiles\_Drafts\300241001-CG101-0101.dwg Date: 5/23/2019 Time: 14:18 User: jaquino Style Table: Langan.stb Layout: ANSIB-BL

GRADING AND DRAINAGE PLAN

1" = 40'-0"

CG401

1

4

X

UP

DN

TENANT STORAGE

2137 SF

FPL VAULT

1302 SF

LOBBY

4478 SF

MANAGEMENT

1074 SF

DOMESTIC

PUMP

264 SF

FIRE

PUMP

248 SF

TEL

/ TV

293 SF

MAILROOM

827 SF

PARCEL

STORAGE

496 SF

MAINTANANCE

534 SF

BIKE STORAGE

1464 SF

WOMEN'S

80 SF

MEN'S

80 SF

LEASING

1143 SF

UP

DN

DN

UP

A

E

C

B

A

E

C

B

A

E

C

B

A

E

C

B A

E

C

B

Filename: \\langan.com\data\MIA\data0\300241001\Project Data\CAD\01\SheetFiles\_Drafts\300241001-CU001-0101.dwg Date: 5/23/2019 Time: 14:18 User: jaquino Style Table: Langan.stb Layout: ANSIB-BL

15150 NW 79th Court, Suite 200

Miami Lakes, FL 33016

T: 786.264.7200 F: 786.264.7201 www.langan.com

FL Certificate of Authorization No. 00006601/LB8172/LB8198

© 2

01

9 L

an

ga

n

Langan Engineering and

Environmental Services, Inc.

North Miami Beach, Florida2151 NE 163 ST.

ã2018 DORSKY +YUE INTERNATIONAL LLC

INTERNATIONALARCHITECTUREDORSKY +YUE

CLEVELAND

P: 216.468.1850

F: 216.464.3610

FORT LAUDERDALE

P: 954.703.7830

F: 954.524.8604

Date:

Langan Project No: 300241001

05.23.2019

1" = 40'-0"

CLAUDIA M. CORREA

PROFESSIONAL ENGINEER FL Lic. No. 87170

UTILITY PLAN

1" = 40'-0"

CU101

1