Headhunters Miami - Brickell Personnel Consultants (305) 371-6187
BRICKELL FLAT IRON · BRICKELL FLATIRON _ INTERIOR DESIGN FULL SLAB 2016 m 02 d 04 . pln - By...
1
revuelta architecture international Miami Santiago, Chile revuelta.com DESIGN BY OWNER INFORMATION Date 11/11/2014 Drawing Check by Scale As Shown Project No. 1344 PERMIT SET Permit Revisions CONSULTANTS PROJECT These Design And Drawings Are The Copyrighted Property Of Revuelta Architecture International P.A. and May Not Be Reproduced Except with Specific Written Consent of the Architect. The Conttractor Must Check And Verify all Dimensions Of The Job And Be Responsible For Same, Reporting Any Discrepancies to The Architects Before Commencing work. Drawings Not to be Scaled. File: G:\Projects\1344_FLATIRON\1344_CAD\1344_BIM MODEL\1344_INTERIOR DESIGN\1344_BRICKELL FLATIRON_INTERIOR DESIGN FULL SLAB 2016m02d04 .pln - By jrodriguez - Date: 2/4/2016 A-101 BRICKELL FLAT IRON Miami, Florida 1001 South Miami Avenue 2950 SW 27TH AVENUE, SUITE 110 MIAMI, FL 33133 T. 305.590.5000 F. 305.590.5040 Luis O. Revuelta AR 0007972 CMC GROUP 701 BRICKELL AVE, SUITE 2410 MIAMI, FL, 33131 ISSUED FOR: 5.56 % 7.60 % 10.00 % 10.00 % 6.78 % 8.40 % 9.82 % K K UP UP UP 2 A-614 2 A-611 1 A-604 8 A-608 10 A-608 12 A-608 5 A-609 1 A-609 6 A-608 5 A-610 2C 1CW 1M.2 1M.2 2C 2C C Cc C 30'-0" 5'-8" 8" 1'-8" 1'-0" 25'-8" 15'-11 1/4" 26'-8 1/2" 1'-4" 8'-11" 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'-10" 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° DETECTABLE WARNING AS PER FBC.2010.SEC 406.8 SEE #11 ON A-013 TRENCH DRAIN TRENCH DRAIN SEE MEP DWG. TRENCH DRAIN SEE MEP DWG DRAINAGE WELL SEE CIVIL DWGS. FUEL PORT M.H. A.D. A.D. FOUNDATION MAT. SEE ST. DWG. FOUNDATION MAT. SEE ST. DWG. FOUNDATION MAT. SEE ST. DWG. GREASE TRAPS SEE MEP/CIVIL DWG. VAN ACCESIBLE ROUTE A.D. GREASE TRAPS SEE MEP/ CIVIL DWG. ELL SEE IVIL DWG. WELL SEE CIVIL DWG. WELL SEE CIVIL DWG. M.H. M.H. METRO MOVER OVERHEAD TRENCH DRAIN SEE MEP DWG TRENCH DRAIN SEE MEP DWG FOUNDATION MAT. SEE ST. DWG. FOUNDATION MAT. (SEE ST. DWG.) LARGE MISSILE IMPACT STOREFRONT AND SLIDING DOR SYSTEM. ALL ALUMINUM TO HAVE KYNAR FINISH, COLOR, WHITE. GLAZING COLOR TO BE SELECTED. GLAZING MUST MEET ENERGY REQUIREMENT PER ENERGY CALCULATIONS BY ENGINEER OF RECORD. (NOTE: GLAZING UNDER SEPARATE PERMIT) MOTORIZED OVERHEAD GRILL DOOR, TBS LARGE MISSILE IMPACT STOREFRONT AND SLIDING DOR SYSTEM. ALL ALUMINUM TO HAVE KYNAR FINISH, COLOR, WHITE. GLAZING COLOR TO BE SELECTED. GLAZING MUST MEET ENERGY REQUIREMENT PER ENERGY CALCULATIONS BY ENGINEER OF RECORD. (NOTE: GLAZING UNDER SEPARATE PERMIT) LARGE MISSILE IMPACT STOREFRONT AND SLIDING DOR SYSTEM. ALL ALUMINUM TO HAVE KYNAR FINISH, COLOR, WHITE. GLAZING COLOR TO BE SELECTED. GLAZING MUST MEET ENERGY REQUIREMENT PER ENERGY CALCULATIONS BY ENGINEER OF RECORD. (NOTE: GLAZING UNDER SEPARATE PERMIT) MOTORIZED OVERHEAD GRILL DOOR, TBS. MOTORIZED OVERHEAD GRILL DOOR, TBS FOUNDATION MAT. 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 EYEBROWS WITH PERFORATED SHEETS W/ HIGH QUALITY PVDF RESIN FINISH. COLOR TBS. W/ INTEGRATED STRIP LIGHT. TYP. SEE A-919. DTL.# 7 APPLY BASF ENVIROSEAL 40 CLEAR SEALER, OR APPROVED EQUAL, TO PROTECT CONCRETE AGAINST WATER/OIL SATURATION, TYP AT ALL GARAGE/ VEHICULAR SLABS RAISED CONC.SLAB FPL PEDESTAL 2C C 2C 2C F.1 2C 2C 1M.2 1M.2 M 3C 2M.2 2M.2 12"x3'-10" CRASH WALL WITH FOOTER UNDER 2HOUR FIRE RATED CMU WALL, CONTINUOUS. PAINT FINISH 2M.2 M.2 2M.2 2C BEAM BELOW, SEE STRUCTURAL DWG. M.2 H.P. BOLLARD H.P. ENTRY CANOPY BY OTHERS. PROVIDE ADA RAILINGS. 5'-0" O.C, TYP 8" CONC. CURB 1M.2 2C F.1 2C F.1 2M.2 F.1 2M.2 F.1 6" CONCRETE CURB 6" CONCRETE CURB 12"x3'-10" CRASH WALL WITH FOOTER UNDER 1-HOUR FIRE RATED CMU WALL, CONTINUOUS. PAINT FINISH 12"x3'-10" CRASH WALL WITH FOOTER UNDER 2HOUR FIRE RATED CMU WALL, CONTINUOUS. PAINT FINISH ALUMINUM CLADDING ROUND COLUMN SHAPE W/ HIGH QUALITY PVDF RESIN FINISH.COLOR TBS. WITH INTEGRATED LIGHT STRIP. TYP. SEE A-919. DTL #11 A.D. GAS METERS METROMOVER EASTMENT 30" HT PARAPET WALL FOUNDATION LINE BELOW TRENCH DRAIN SEE MEP DWGS. 10" DEEP DRAIN SUMP G195 G195 G203 G198 G196 G204 G207 G197 G205 G206 G199 G197 G190 G188 G189 G194 G193 G189 2C C F.1 117 M.2 2M.2 121 2M.2 F.1 2M.2 F.1 120 2M.2 122 123 C F.1 2C 154 2M.2 F.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.2 119 118 2M.2 F.1 116 2M.2 1M.2 1M.2 2M.2 1CW 1M.2 124 136 2M.2 2M.2 126 1M.2 152 M.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 C F.1 C 2C C C C C C C C C DROP OFF POSTAL OFFICE PARKING 6.60 6.55 6.52 6.54 6.50 6.30 6.23 5.92 6.27 6.60 7.22 7.54 7.76 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 8.41 8.76 8.98 8.96 9.85 8.97 8.72 NOT A PART PARKING IN - OUT LOADING IN LOADING OUT SIDEWALK RAMP RAMP PLANTER BACKFLOW PREVENTERS 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 WAITING AREA WAITING AREA RECEPTION W.C W.C WAITING AREA 8.80% 7.92% BACKFLOW PREVENTERS 10' CLEAR UNDER THE STAIR PROPERTY LINE 69.09' C L C L BRICKELL PLAZA (S.E 1st AVENUE ) SOUTH MIAMI AVENUE F CATV P P D P P P P M 37.26' 88.18' R / W 15' SETBACK 10'R 25'R 25'R PROPERTY LINE 332.75' PROPERTY LINE 347.88' PL 78.39' PL 36.00' TRANSFORMER VAULT 1,660 SF CONDO TRASH ROOM #1 331 SF SERVIC E LOBBY 154 SF FIRE PUMP ROOM 247 SF STAIR 2 147 SF EMERGENCY GENERATOR 576 SF ELEVATOR LOBBY 365 SF DOCK MASTER 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 PARCEL LOCKER 266 SF LOADING ZONE 2,709 SF TRASH COMPACTOR 378 SF MAIN ELECTRICAL ROOM 571 SF CONDO TRASH ROOM #2 151 SF VALET ELEV 56 SF VALET VESTIBULE 94 SF LOBBY 3,742 SF RAMP TO GARAGE 1,761 SF 1 A-514 1 A-514 12'x55' LOADING ZONE 12'x35' LOADING ZONE 10'x20' LOADING ZONE 10'x20' LOADING ZONE SLOPE 10'x20' LOADING ZONE 4' x 40' FRENCH DRAIN M.H. M.H. SLOPE SLOPE HB CORRIDOR UP UP UP UP C Cc G185 3M.2 M.2 Cc 3C 9 9 1 1 3 3 D D 4 4 5 5 6 6 7 7 B B C C H H A A F F J J I I 8 8 E E 10 10 2 2 E-1 E-1 G G 11 11 17.77 % 7 A-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'-10" 3'-0" 6'-0" 1'-0" 30'-10" 3'-5" 2'-11" 5'-2 1/2" 10'-10" 8" 5" 23'-11" 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 yID D #LayID TRENCH DRAIN SEE MEP DWG. 3C C 2M.2 COMMERCIAL UNIT 1 GROUND LEVEL CORE AND SHELL - FUTURE SLAB 2,627 SF COMMERCIAL UNIT 2 GROUND LEVEL CORE AND SHELL - FUTURE SLAB 2,623 SF FIRE COMMAND ROOM 204 SF COMMERCIAL UNIT 3 GROUND LEVEL CORE AND SHELL - FUTURE SLAB 1,330 SF COMMERCIAL UNIT 4 GROUND LEVEL CORE AND SHELL - FUTURE SLAB 5,563 SF D #LayID RETAIL 3 Lobby level Lobby level RETAIL 1 Lobby level RETAIL 2 RETAIL 4 Lobby level N 2 1 4 3 SCALE: 1/8" = 1'-0" 1 LEVEL 1 - LOBBY / RETAIL A-101 LEGEND 01/31/2015 GENERAL COORDINATION 01/09/2014 DERM COMMENTS 08/04/2015 WALL TAGS AND DOORS 06/22/2015 BDC
Transcript of BRICKELL FLAT IRON · BRICKELL FLATIRON _ INTERIOR DESIGN FULL SLAB 2016 m 02 d 04 . pln - By...
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
The
se D
esig
n A
nd D
raw
ings
Are
The
Cop
yrig
hted
Pro
perty
Of R
evue
lta A
rchi
tect
ure
Inte
rnat
iona
l P
.A. a
nd M
ay N
ot B
e R
epro
duce
d E
xcep
t with
Spe
cific
Writ
ten
Con
sent
of t
he A
rchi
tect
. T
he C
onttr
acto
r Mus
t Che
ck A
nd V
erify
all
Dim
ensi
ons
Of T
he J
ob A
nd B
e R
espo
nsib
le F
or S
ame,
Rep
ortin
g A
ny D
iscr
epan
cies
to T
he A
rchi
tect
s B
efor
e C
omm
enci
ng w
ork.
Dra
win
gs N
ot to
be
Scal
ed.
File
: G:\P
roje
cts\
1344
_FLA
TIR
ON
\134
4_C
AD
\134
4_B
IM M
OD
EL\
1344
_IN
TER
IOR
DE
SIG
N\1
344_
BRIC
KELL
FLA
TIR
ON
_IN
TER
IOR
DE
SIG
N F
ULL
SLA
B 2
016m
02d0
4 .p
ln -
By jr
odrig
uez
- Dat
e: 2
/4/2
016
A-101
BRIC
KELL
FLA
T IR
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
