Transcript
Page 1: BRICKELL FLAT IRON · BRICKELL FLATIRON _ INTERIOR DESIGN FULL SLAB 2016 m 02 d 04 . pln - By jrodriguez - Date: 2 / 4 / 2016 A-101 BRICKELL FLAT IRON Miami, Florida 1001 South Miami

revueltaarchitectureinternational

Miami

Santiago, Chile

revuelta.com

DESIGN BY

OWNER INFORMATION

Date11/11/2014

Drawing

Check by

ScaleAs Shown

Project No.

1344

PERMIT SET

Permit Revisions

CONSULTANTS

PROJECT

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File

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1344

_FLA

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By jr

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A-101

BRIC

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FLA

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ON

Mia

mi,

Flor

ida

1001

Sou

th M

iam

i Ave

nue

2950 SW 27TH AVENUE,SUITE 110

MIAMI, FL 33133

T. 305.590.5000F. 305.590.5040

Luis O. RevueltaAR 0007972

CMC GROUP

701 BRICKELL AVE,SUITE 2410

MIAMI, FL, 33131

ISSUED FOR:

5.56 %

7.60 %

10.0

0 %

10.0

0 %

6.78

%

8.40

%

9.82

%

KK

UPUP

UP

2A-614

2A-611

1A-604

8A-608

10A-608

12A-608

5A-609

1A-609

6A-608

5A-610

2C

1CW1M.2

1M.2

2C2C

C

Cc

C

30'-0"

5'-8"

8"1'-

8"

1'-0" 25'-8"

15'-1

1 1/4"

26'-8

1/2"

1'-4"

8'-1

1"5"

7'-3

"

3'-6"

5'-2"

5"3'-2 1/4"

9'-5 1

/2"

1'-7"

16'-0

"

1'-4 1

/2"

8"8'-0"

5"5'-

0"

10'-9

"

3'-0"

8'-0"

30'-1

0"8'-

0"14

'-0"

3'-6" 3'-0"

2'-9 1

/4"

1'-7 1

/2"8"

26'-7

1/2"

8"7'-

0"8"

9'-6"

12'-2 1/2"8"

8'-2"

12'-2 1/2"8" 5'-1 3/4" 8"

17'-2 1/2"

32'-6

"

5'-0

"25

'-0"

+8'-6" NGVD

+8'-6" NGVD

+8'-8" NGVD

+10'-0" NGVD

+8'-8" NGVD

+10'-0" NGVD

+10'-0" NGVD

+8'-6"NGVD

+8'-6"NGVD

+8'-6"NGVD

+8'-6"NGVD

+8'-8" NGVD

+8'-6" NGVD

+6'-3"NGVD

+8'-0"NGVD

+6'-10"NGVD

6'-4"NGVD

+8'-9 1/2"NGVD

+8'-7"NGVD

+7'-2" NGVD

+7'-2" NGVD

+9'-2 1/4" NGVD

128°

105°

75°

90°

15°

DETECTABLEWARNING AS PERFBC.2010.SEC 406.8SEE #11 ON A-013

TRENCH DRAIN

TRENCH DRAINSEE MEP DWG.

TRENCH DRAINSEE MEP DWG

DRAINAGE WELLSEE CIVIL DWGS.

FUEL PORT

M.H.

A.D.

A.D.

FOUNDATIONMAT.SEE ST. DWG.

FOUNDATION MAT.SEE ST. DWG.

FOUNDATION MAT.SEE ST. DWG.

GREASE TRAPSSEE MEP/CIVIL DWG.

VAN ACCESIBLEROUTE

A.D.

GREASETRAPSSEE MEP/CIVIL DWG.

WELL SEECIVIL DWG.

WELLSEE CIVILDWG.

WELLSEE CIVILDWG.

M.H.

M.H.

METRO MOVEROVERHEAD

TRENCH DRAINSEE MEP DWG

TRENCH DRAINSEE MEP DWG

FOUNDATION MAT.SEE ST. DWG.

FOUNDATION MAT.(SEE ST. DWG.)

LARGE MISSILE IMPACT STOREFRONTAND SLIDING DOR SYSTEM. ALLALUMINUM TO HAVE KYNAR FINISH,COLOR, WHITE. GLAZING COLOR TO BESELECTED. GLAZING MUST MEETENERGY REQUIREMENT PER ENERGYCALCULATIONS BY ENGINEER OFRECORD. (NOTE: GLAZING UNDERSEPARATE PERMIT)

MOTORIZEDOVERHEADGRILL DOOR,TBS

LARGE MISSILE IMPACT STOREFRONT ANDSLIDING DOR SYSTEM. ALL ALUMINUM TOHAVE KYNAR FINISH, COLOR, WHITE. GLAZINGCOLOR TO BE SELECTED. GLAZING MUSTMEET ENERGY REQUIREMENT PER ENERGYCALCULATIONS BYENGINEER OF RECORD. (NOTE: GLAZINGUNDER SEPARATE PERMIT)

LARGE MISSILE IMPACT STOREFRONT ANDSLIDING DOR SYSTEM. ALL ALUMINUM TOHAVE KYNAR FINISH, COLOR, WHITE.GLAZING COLOR TO BE SELECTED. GLAZINGMUST MEET ENERGY REQUIREMENT PERENERGY CALCULATIONS BYENGINEER OF RECORD. (NOTE: GLAZINGUNDER SEPARATE PERMIT)MOTORIZED

OVERHEAD GRILLDOOR, TBS.

MOTORIZEDOVERHEADGRILL DOOR,TBS

FOUNDATIONMAT.SEE ST. DWG.

ALUMINUM CLADDING ROUND COLUMN SHAPE W/ HIGH

QUALITY PVDF RESIN FINISH.COLOR TBS.WITH INTEGRATED LIGHT STRIP.

TYP. SEE A-919. DTL #11

ALUMINUM EYEBROWSWITH PERFORATEDSHEETS W/ HIGH QUALITYPVDF RESIN FINISH.COLOR TBS. W/INTEGRATED STRIP LIGHT.TYP. SEE A-919. DTL.# 7

APPLY BASF ENVIROSEAL 40 CLEARSEALER, OR APPROVED EQUAL, TOPROTECT CONCRETE AGAINSTWATER/OIL SATURATION, TYP AT ALLGARAGE/ VEHICULAR SLABS

RAISEDCONC.SLAB

FPLPEDESTAL

2C

C

2C

2CF.1

2C

2C

1M.2

1M.2

M

3C

2M.2

2M.2

12"x3'-10" CRASH WALL WITH FOOTERUNDER 2HOUR FIRE RATED CMUWALL, CONTINUOUS. PAINT FINISH

2M.2

M.2

2M.2

2C

BEAM BELOW, SEE STRUCTURAL DWG.

M.2

H.P.

BOLLARD

H.P.

ENTRY CANOPYBY OTHERS.

PROVIDE ADARAILINGS. 5'-0"O.C, TYP

8" CONC.CURB

1M.2

2CF.1

2CF.1

2M.2F.1

2M.2F.1

6" CONCRETE CURB

6" CONCRETE CURB

12"x3'-10" CRASH WALLWITH FOOTER UNDER1-HOUR FIRE RATED CMUWALL, CONTINUOUS.PAINT FINISH

12"x3'-10" CRASH WALLWITH FOOTER UNDER2HOUR FIRE RATED CMUWALL, CONTINUOUS.PAINT FINISH

ALUMINUM CLADDING ROUND COLUMN SHAPEW/ HIGH QUALITY PVDF

RESIN FINISH.COLORTBS.

WITH INTEGRATED LIGHTSTRIP.

TYP. SEE A-919. DTL #11

A.D.

GASMETERS

METROMOVEREASTMENT

30" HT PARAPETWALL

FOUNDATIONLINE BELOW

TRENCH DRAINSEE MEP DWGS.

10" DEEPDRAINSUMP

G195

G195

G203G198G196

G204

G207

G197

G205

G206

G199

G197

G190

G188

G189

G194

G193

G189

2C

CF.1

117

M.2

2M.2

121 2M.2F.1

2M.2F.1

120

2M.2

122 123

CF.1

2C

154

2M.2F.1

2C

1C

3C

115

1M.2

C

131

2M.2

3M.2

3M.2

2M.2

2M.2

132

2M.2

140

150

138

151

1M.2

139

1M.2

2M.2

119118

2M.2F.1 1162M.2

1M.21M.2

2M.2

1CW1M.2

124

136

2M.2

2M.2

126

1M.2

152M.2

M.2

3C

2M.2

145

1M.2

M.2

153

M

2M.2

1M.2

C

133

149

3C

Cc

C

C

C

CF.1

C

2C

C

C

C

C

C

C

C

C

DROP OFF

POSTAL OFFICEPARKING

6.60

6.556.52

6.54

6.506.30

6.23

5.92

6.27

6.60

7.22

7.547.76

6.75

6.92

7.08

7.34

7.16

7.34

7.80

8.05

8.23

8.53

8.70

8.09

8.31

8.418.76

8.98

8.96

9.85

8.97

8.72

NOTA PART

PARKING IN - OUT

LOADING IN

LOADING OUT

SIDEWALK

RAMP

RAMP

PLANTER

BACKFLOWPREVENTERS

STAIR 11

STAIR 10

STAIR 9

STAIR 13

STAIR 15

STAIR 8

8" 8"7'-6"

7.08

7.34

RAMP

FUTURE SLAB

FUTURE SLAB

FUTURE SLAB

ENTRANCE

WAITINGAREAWAITING

AREA

RECEPTION

W.C

W.C

WAITINGAREA

8.80%

7.92%

BACKFLOWPREVENTERS

10' CLEARUNDER THE

STAIR

PRO

PER

TY L

INE

69.0

9'

CL

CL

BRICKELL PLAZA (S.E 1st AVENUE)

SOUTH MIAMI AVENUE

F

CATV

P

P

D

P

P

P

P

MCI

37.26'

88.1

8'

R/W

15 ' SETBACK

10 'R

25 'R

25'R

PROPERTY LINE 332.75'

PROPERTY LINE 347.88'

PL 7

8.39

'

PL 36.00'

TRANSFORMER VAULT 1,660 SF

CONDOTRASH

ROOM #1 331 SF

SERVICE

LOBBY 154 SF

FIRE PUMP ROOM 247 SF

STAIR 2 147 SF

EMERGENCYGENERATOR

576 SF

ELEVATOR LOBBY 365 SF

DOCKMASTER 115 SF

390 SF

PE-1 68 SF

ST 1 164 SF

PE-4 68 SF

PE-5 68 SF

PE-6 68 SF

PE-2 68 SF

SE-1 69 SF

PARCELLOCKER

266 SF

LOADINGZONE

2,709 SF

TRASHCOMPACTOR

378 SF

MAIN ELECTRICAL ROOM

571 SF

CONDOTRASH

ROOM #2 151 SF

VALETELEV 56 SF

VALETVESTIBULE

94 SF

LOBBY 3,742 SF

RAMP TO GARAGE 1,761 SF

1A-514

1A-514

12'x5

5'LO

ADIN

G ZO

NE

12'x3

5'LO

ADIN

G ZO

NE

10'x2

0'LO

ADIN

G ZO

NE10

'x20'

LOAD

ING

ZONE

SLOP

E10

'x20'

LOAD

ING

ZONE

4' x 4

0'FR

ENCH

DRA

IN

M.H.

M.H.

SLOP

E

SLOP

E

HB

CORRIDOR

UP

UPUPUP

C

Cc

G185

3M.2

M.2

Cc

3C

9

9

1

1

3

3

DD

4

4

5

5

6

6

7

7

BB

CC

HH

AA

FF

JJ

II

8

8

EE

10

10

2

2

E-1E-1

GG

11

11

17.7

7 %

7A-610

8"20

'-2"

39'-2" 2'-10" 4'-0" 8'-5"

2'-0"

8'-0"

8"8'-

6"8"

15'-4" 17'-5" 30'-1" 44'-0" 42'-9" 42'-9" 15'-1 1/2" 30'-8" 11'-6" 25'-4"

10'-0

"14

'-10 1

/4"7'-

5 1/2"

7'-10

"13

'-0"

10'-7

"5'-

0"22

'-10"

2'-11

"1'-

9"34

'-8"

10'-0

"14

'-10 1

/4"7'-

5 1/2"

7'-10

"13

'-0"

10'-7

"5'-

0"22

'-10"

2'-11

"1'-

9"34

'-8"

15'-4" 17'-5" 30'-1" 44'-0" 42'-9" 42'-9" 15'-1 1/2" 30'-8" 36'-10"

22'-4 1/4" 8'-0" 12'-5 1/2" 28'-5" 1'-5 1/2" 5'-6" 13'-11" 8'-0" 14'-1" 5'-6" 14'-7 1/2" 8'-0" 14'-7 1/2" 5'-6" 14'-7 1/2" 8'-0" 14'-7 1/2" 5'-6" 39'-9 3/4" 3'-0" 11'-5 1/4"

1'-5 1

/2"27

'-6 1/

2"4'-

1"27

'-8"

5'-0"

35'-4

"2'-

2"1'-

4"3 1

/2"1/2

"

3'-0" 3'-0" 24'-11 1/4" 2 1/4" 32'-8 1/2" 4'-0" 3'-3" 36'-0" 5'-6" 35'-0" 3'-0" 4'-0" 3'-0" 35'-0" 5'-6" 36'-6 1/2" 13'-0"

1'-5" 32'-6" 4'-0" 86'-9" 33'-2 1/2" 14'-9" 2'-8" 8" 41'-5" 5'-4" 3'-0"

8" 22'-7"

37'-0" 6'-0" 16'-5" 25'-8" 8"1'-0"

4'-0" 8'-6 1/2" 8" 5'-2" 8" 17'-6" 4'-4" 11'-8" 2'-1" 8" 6'-1" 29'-2" 6'-2"

18'-1

0"3'-

0"6'-

0"1'-

0"30

'-10"

3'-5"

2'-11

"

5'-2 1

/2"10

'-10"

8"5"

23'-1

1"5'-

0"2'-

4"8"

3'-10

"8"

1'-0"

28'-0

"6'-

0"13

'-0"

6'-0"

8'-10

"7'-

0"2'-

4"

3'-1/4

"8'-

10"

3'-4"

8"5'-

5 1/2"

6'-0"

15'-3

"1'-

4"13

'-1 1/

2"5'-

8 1/2"

8" 5'-7" 25'-0"

1'-4" 23'-0" RAMP DRIVEWAY 3'-0" 4'-0"

2'-0"

3"

4'-0"

6'-0"

2'-0"

8"1'-

2"4'-

4"3'-

0"8"

6'-0"

4'-6"3'-4"

1'-0" 22'-3 3/4" 4'-0"

6'-0"

1'-10"

54'-5"

8" 4'-0"

+6'-10"NGVD

D#LayID

D#LayID

TRENCH DRAINSEE MEP DWG.

3C

C

2M.2

COMMERCIAL UNIT 1GROUND LEVEL

CORE AND SHELL - FUTURE SLAB 2,627 SF

COMMERCIAL UNIT 2GROUND LEVEL

CORE AND SHELL - FUTURE SLAB 2,623 SF

FIRECOMMAND

ROOM 204 SF

COMMERCIAL UNIT 3GROUND LEVEL

CORE AND SHELL - FUTURE SLAB 1,330 SF

COMMERCIAL UNIT 4GROUND LEVEL

CORE AND SHELL - FUTURE SLAB 5,563 SF

D#LayID

RETAIL 3Lobby level

Lobby levelRETAIL 1

Lobby levelRETAIL 2

RETAIL 4Lobby level N

2

1

4

3

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

1 LEVEL 1 - LOBBY / RETAILA-101

LEGEND

01/31/2015GENERAL COORDINATION

01/09/2014DERM COMMENTS

08/04/2015WALL TAGS AND DOORS

06/22/2015BDC

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