BLUE LAGOON SHOPPES - LoopNet · 2020. 2. 25. · tenant 1a 5690 blue lagoon drive , miami fl 33126...
4
BLUE LAGOON SHOPPES trinitycre.com 1301 E. Broward Ave • Suite 340 • Ft. Lauderdale, FL 33301 © 2020 Trinity Commercial Group This information is considered accurate, but not guaranteed. PROPERTY FEATURES PRICE: AVAILABLE: LAND: GLA: PARKING: LOCATION: CALL FOR DETAILS 1,200± SF - 5,000± SF 7± AC Development 30,300± SF Abundant parking with 7 spaces per 1,000 SF dedicated to retail The subject site is located on the SEC of NW 57th Ave & Blue Lagoon Dr, just south of the Palmetto Expy in Miami, FL. CHRIS BARNEY Principal 954.520.7692 [email protected] FOR MORE INFORMATION: BLUE LAGOON SHOPPES AT THE SOUTHEAST CORNER OF NW 57TH AVENUE & BLUE LAGOON DRIVE WITHIN THE CENTRAL NORTHWESTERN AREA OF UNICORPORATED MIAMI DADE COUNTY, FL. THE SITE IS SITUATED WITHIN HALF A MILE FROM MIAMI INTERNATIONAL AIRPORT AND 200 YARDS SOUTH OF THE PALMETTO EXPRESSWAY. FOR LEASE 1101 NW 57TH AVE MIAMI, FL 33126 PREMIUM RETAIL OPPORTUNITY GROUND BREAKING Q3 2019 30,300± SF RETAIL SAM DALTON Advisor 954.520.7692 [email protected] NEXT DOOR APPROVED FOR 400± HOTEL ROOMS WITH A PARKING GARAGE COMING SOON - UNDER CONSTRUCTION NOW!
Transcript of BLUE LAGOON SHOPPES - LoopNet · 2020. 2. 25. · tenant 1a 5690 blue lagoon drive , miami fl 33126...
BLUE LAGOON SHOPPES
trinitycre.com 1301 E. Broward Ave • Suite 340 • Ft. Lauderdale, FL 33301
© 2020 Trinity Commercial Group This information is considered accurate, but not guaranteed.
P R O P E RT Y F E AT U R E S
PRICE:AVAILABLE:LAND:GLA:PARKING:
LOCATION:
CALL FOR DETAILS1,200± SF - 5,000± SF7± AC Development30,300± SFAbundant parking with 7 spaces per 1,000 SF dedicated to retailThe subject site is located on the SEC of NW 57th Ave & Blue Lagoon Dr, just south of the Palmetto Expy in Miami, FL.
CHRIS [email protected]
FOR MOREINFORMATION:
BLUE LAGOON SHOPPESAT THE SOUTHEAST CORNER OF NW 57TH AVENUE & BLUE LAGOON DRIVE WITHIN THE CENTRAL NORTHWESTERN AREA OF UNICORPORATED MIAMI DADE COUNTY, FL. THE SITE IS SITUATED WITHIN HALF A MILE FROM MIAMI INTERNATIONAL AIRPORT AND 200 YARDS SOUTH OF THE PALMETTO EXPRESSWAY.
FOR LEASE1101 NW 57TH AVE
MIAMI, FL 33126PREMIUM RETAIL OPPORTUNITY
GROUND BREAK ING Q3 2019
30,300± SF RETAIL
NEXT DOOR APPROVED FOR 400± HOTEL ROOMS WITH
A PARKING GARAGE
C O M I N G S O O N - U N D E R C O N S T R U C T I O N N O W !
MIAMI , FL
trinitycre.com
2018 DEMOS 1 MILE 2 MILE 3 MILE 5 MILE
EST. POPULATION: 21,630 74,449 186,161 600,884
EST. EMPLOYMENT DENSITY: 16,430 44,551 142,615 398,701
AVG. H.H. INCOME: $47,934 $60,687 $64,341 $60,380
trinitycre.comFOR MOREINFORMATION:
BLUE LAGOON SHOPPESPREMIUM RETAIL OPPORTUNITY
185,000± VPD185,000± VPD178,000± VPD178,000± VPD
38,000± VPD38,000± VPD
27,500± VPD27,500± VPD20,600± VPD20,600± VPD
WITHIN ONE MILE: 1,653,678 SF OFF ICE SPACE & 8 HOTELS WITH 1,675 HOTEL ROOMS
MIAMI INTERNATIONAL AIRPORT 44.6± MILLION
PASSENGERS IN 2017
CHRIS [email protected]
TITLE:
PROJECT NO.
SCALE:
DATE:
REVISIONS:
DRAWING NO.:
TEL. 305.443.4244 FX. 305.443.3338
4300 SW 73 AVE, SUITE 106, MIAMI, FL 33155
NO PART THEROF SHALL BE COPIED, DISCLOSED OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT
THE ABOVE FORMAT, TECHNIQUE AND DESIGN ARE THE PROPERTY OF PROJECTION ROOM ARCHITECTS, INC.
ARCHITECT OF RECORD: OMAR MORALES, AIAAR-0014851
FORM GROUP, INC.
FORMGROUParchitecture planning
A-101
OVERALL GROUND
SITE PLAN (BOMA)
AS SHOWN
17-1010
OCTOBER 10, 2017
BLUE LAGOON CENTERRED ROAD AND BLUE LAGOON DRIVE
PERMIT SET: 7-27-18
EL.+7.41'EL.+7.14' EL.+7.27' EL.+7.25' EL.+7.18' EL.+7.04'
EL.+7.04'EL.+6.95'
EL.+7.11'EL.+6.92'
EL.+6.92'EL.+7.04'
EL.+7.06'
EL.+7.18'EL.+7.13'
EL.+7.22'EL.+7.31'
EL.+7.29'
EL.+7.45'EL.+7.36'
EL.+7.61'EL.+7.52'EL.+7.53'
EL.+7.35'
EL.+7.28'
EL.+7.30'
EL.+7.26'EL.+7.07'EL.+7.13'
EL.+6.95'EL.+6.93'EL.+6.80'EL.+6.85'EL.+6.88'EL.+6.87'EL.+6.96'
EL.+7.14'
EL.+7.69'
EL.+7.63'
EL.+8.17'
EL.+8.68'
EL.+9.45'
EL.+10.27'
EL.+10.64'
EL.+10.90' EL.+10.86'
EL.+10.61'
EL.+10.50'
EL.+9.97'
EL.+9.36'
EL.+8.81'
EL.+8.58'
EL.+8.90'
EL.+8.15'
EL.+7.89'
EL.+7.73'
EL.+7.73'
N.W
. 5
7th
AV
EN
UE
(R
ED
RO
AD
)BLUE LAGOON DRIVE
BLUE LAGOON
N88°02'15"W 652.87' (P)
S0
8°3
5'2
8"W
1
75
.00
'S0
8°3
5'2
8"W
1
80
.00
'
S88°35'28"W 120.00' S88°35'28"W 125.00'
N0
1°2
4'3
2"W
3
51
.05
'
R=25.00'D=89°04'10"L=38.86'CB=S42°07'33"WCH=35.07
R=1400.00'
D=18°30'00"
L=452.04'
CB=N78°24'38"E
CH=450.08
7
1
GROUND LEVEL PARKING
20 PARKING SPACES
F.F.E.: 0'-0"
TENANT 5:
4,800 S.F.
TENANT 5:
4924 S.F.
BOMA
1 4 2
1 5 3
1 3 5
DY
H
C
M
1 4 1
2 5
2 6
3 1
3 9
3 2
9 5
1 0 4
94
7 8
65
49
524 0
1 5 4H .C .
H .C . H .C . H .C . H .C .113134
H .C .
H.C
.
6'-0"x
12'-0"
6'-0"x
12'-0"
4 8
7 7
66
BOH196 sf.
BOH196 sf.
BOH205 sf.
OFFICE211 sf.
BOH191 sf.
UNIT A3STUDIO461 sf.
UNIT C11BR/1BA/1D646 sf.
UNIT B21 BR/1BA550 sf.
BEDROOM12'-2" x 11'-2"
DEN11'-3" x 7'-3"
LIVING ROOM12'-2" x 14'-0"
LIVING ROOM12'-2" x 14'-0"
BEDROOM12'-0" x 12'-0"
GREAT ROOM11'-10" x 25'-2"
53
8 9
90
TRASH CONTAINER
5'-7" x 6'-6" x 6'-8"
TRASH CONTAINER
5'-7" x 6'-6" x 6'-8"
1 0 3
112
1 5 9
UP
977"
UP
15'-2"
42'-6"
5 SPACES @ 8'-6" EA. 22
'-0"
DR
IVE
WA
Y
18
'-0"
18
'-0"
22
'-0"
DR
IVE
WA
Y
18
'-0"
19'-7"
26'-0"
18'-0"
12
'-6
"7
6'-
6"
9 S
PA
CE
S @
8'-
6"
EA
.
34
'-0
"4
SP
AC
ES @
8'-
6"
EA
.
5'-
0"
51
'-0
"6
SP
AC
ES @
8'-
6"
EA
.1
2'-
0"
18'-0" 22'-8"DRIVEWAY
9'-0"
5'-0"PROPOSED SETBACK
12
2'-
4"
PR
OP
OSE
DSE
TB
AC
K
40
'-0"
DIST
AN
CE
TO
CE
NT
ER
LINE
OF R
OA
D
50'-0"DISTANCE TO
CENTERLINE OF ROAD
5'-
4"
50
'-8
"6
SP
AC
ES @
8'-
6"
EA
.2
0'-
0"
15
'-0
"2
4'-
2"
DR
IVE
WA
Y
79
'-10
"
9 SP
AC
ES @
8'-6
" EA
.
68
'-0
"
89'-6"
22
'-0
"D
RIV
EW
AY
18
'-0
"1
8'-
0"
22
'-0
"D
RIV
EW
AY
18
'-0
"
9'-
0"
9'-
0"
46'-0"
2 SPACES @ 23'-0" EA.
7'-6"
51'-0"
6 SPACES @ 8'-6" EA.
12'-0" 5'-0" 12'-0"
42'-6"
5 SPACES @ 8'-6" EA.5'-0"
85'-0"
10 SPACES @ 8'-6" EA.
46
'-0
"2
SP
AC
ES @
23
'-0
" E
A.
17
'-0
"2
SP
AC
ES
@ 8
'-6
" E
A.
12
'-0
"1
0'-
6"
16'-3"
24'-6"
DRIVEWAY
37
'-5"
22
'-8"
DR
IVE
WA
Y
16
'-0
"D
RIV
EW
AY
54'-0"PROPOSED
SETBACK
8'-
6"
2'-9"51'-0"
6 SPACES @ 8'-6" EA.
79
'-3
"
15'-5"
18
'-0
"2
SP
AC
ES @
8'-
6"
EA
.1
2'-
0"
5'-
0"
5'-
0"
7'-
6"
12
'-0
"2
5'-
5"
22'-0"
6"
14'-2"
6"
20
'-1
1"
SE
TB
AC
K
7'-0"SIGN
SETBACK
76'-6"9 SPACES @ 8'-6" EA.
92'-0"4 SPACES @ 23'-0" EA.
37'-0"SETBACK
36'-10"SETBACK
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"R 15'-0"
R 15'-0"
R 20'-0"
R 39'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 30'-0"R 30'-0"
R 52'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
EL.+7.86'
EL.+8.21'
SLOPE 1:50
EL.+7.70'
SLOPE 1:50
EL.+8.00'EL.+7.50'
EL.+8.21'
EL.+8.11'
EL.+8.21'
15
1
54
40
65
75
76
92
103
104
39
EL.+7.40'
EL.+7.65'
EL.+7.61'
SEE H.O.A. LINE FORTENANT/LEASINGDWGS.
PHASE 1 PHASE 2
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21' EL.+8.21'
EL.+8.11'
EL.+8.21'
EL.+7.61'
107
64
29
55
EL.+6.80'
EL.+7.35'
30
14
8
EL.+8.21'
EL.+8.21' EL.+8.21'EL.+8.21'
EL.+8.21'EL.+8.21'
EL.+8.21'
EL.+8.21'EL.+8.21'EL.+8.21'EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
SLO
PE
1:5
0 SLO
PE
1:5
0
SLO
PE
1:5
0
SLOPE1:50
SLOPE1:50
SLOPE1:50
SLOPE1:50
SLO
PE
1:5
0
SHELL ONLY. NOOCCUPANCY PERMITTEDUNTIL ADDITIONAL LIFESAFETY PERMITS ARE
ISSUED.
EL.+8.21'
EL.+8.21'
9
(5552)(5554)(5562)
(5584)
(5590)
(5544)(5556)(5558)(5560)(5564)(5566)(5572)
(5578)
(5582)
(5598)
(5580)
EL.+7.40'
EL.+8.21'
EL.+7.75'
91
89
88
EL.+8.21'
SLO
PE
1:5
0
SLOPE1:50
SLOPE1:50
(5660)
(5690)
EL.+8.21'
EL.+8.21'
NEW PYLON SIGNUNDER SEPARATEPERMIT
BUILDING 21-STORY COMMERCIAL
BUILDING(27,178 S.F.)
F.F.E.: +8.25' N.G.V.D.
CL
C LC L
BUILDING 1B1-STORY COMMERCIAL
BUILDING(2,663 S.F.)
F.F.E.: +8.25' N.G.V.D.
BUILDING 1A
TRASH RM.103
A: 375 sq
ELECT. RM.109
A: 411 sq
STORAGE102
TENANT 2E108
A: 2,219 sq
TENANT 2J114
A: 4,269 sq
TENANT 2K115
A: 3,751 sq
TENANT 2C106
A: 1,482 sq
TENANT 2D107
A: 1,025 sq
TENANT 2L116
A: 1,722 sq
TENANT 2A104
A: 4,052 sq
TENANT 2B105
A: 2,040 sq
FIRE RISER110
A: 112 sq
TENANT 2H113
A: 1,092 sq
TENANT 2G112
A: 2,206 sq
OUTDOORA: 250 sq
OUTDOORA: 250 sq
OUTDOORA: 186 sq
OUTDOORA: 164 sq
TENANT 1B101
A: 2,200 sq
OUTDOORA: 250 sq
FUTURE BANKA: 917 sq
(UNDER SEP. PERMIT)(TENANT 1A)
OUTDOORA: 100 sq
DO
WN
UP
60'-6"7 SPACES @ 8'-6" EA.
16'-5" 25'-6"DRIVEWAY
12'-0" 17'-0"2 SPACES
@ 8'-6" EA.
22
11
11
11
11
11
22
22
22
22
22
6
4
4
4
4
12
3
3
3
3
3
3
10
88
88
88
11
11
14
13
15
15
12
1212
12
99
1616
1616
1616
1616
1616
1616
1616
1717
18
19
20
212121
21
21
222222222222
2222
2222
2323232323
23
23
23
22
11
22
22
55
3
3
88
14
12
9
1616
1616
1616
1616
23
55
24
12
1515
12
TENANT 2F111
A: 2,230 sq
1
2
3
5
4
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
PLAN NOTES
NEW SURFACE PARKING- 108 PARKING SPACES. SEE SHEETA-802 FOR PARKING STALL DETAILS. REFER TO CIVIL DWGSFOR ELEVATION MARKS.
LANDSCAPE AREA. SEE LANDSCAPE DWGS FOR ADDIT'L INFO.
CATCH BASIN. SEE CIVIL DWGS FOR ADDIT'L INFO.
EXISTING SIDEWALK TO REMAIN.
DRIVE THRU AREA. SEE LAYOUT FOR EQUIPMENT ON SHEETA-200.
EXISTING PYLON SIGN TO BE REMOVED UNDER SEPARATEPERMIT.
NEW DUMPSTER. SEE SHEET A-701 FOR ADDIT'L INFO.
FPL EASEMENT.
BICYCLE RACKS. SEE DETAIL ON SHEET A-800 FOR ADDIT'LINFO.
HEIGHT LIMITATION BAR. SEE DETAIL ON SHEETA-802 FOR ADDIT'L INFO.
4' TREE GRATES. SEE DETAIL ON SHEET A-802 FOR ADDIT'LINFO.
A.D.A. CURB RAMP. SEE CIVIL DWGS FOR ADDIT'L INFO.
FIRE RISER. SEE CIVIL DWGS FOR ADDIT'L INFO.
4'-0" x 8'-0" TRANSFORMER PAD.
8" K4 BOLLARDS BY "CALPIPE SECURITY BOLLARDS" OREQUAL. SEE SHEET A-802 FOR DETAIL.
CONCRETE PAVERS ON COMPACTED SAND.
(2) "VITAL" CLUSTER MAILBOX UNITS BY "NATIONALMAILBOXES" OR EQUAL.
MAILMAN DESIGNATED PARKING SPACE.
FIRE HYDRANT. SEE CIVIL DWGS FOR ADDIT'L INFO.
METER BANK. SEE CIVIL DWGS FOR ADDIT'L INFO.
FUTURE DEMISING WALL.
POTENTIAL FUTURE TENANT.
TENANT ADDRESS NUMBER, TYP.
NEW PYLON SIGN UNDER SEPARATE PERMIT.
BOMA BREAKDOWN(BUILDING 1 & BUILDING 2)
TENANT 1A
TENANT 1B
BUILDING 1 TOTAL
917 s.f.
2,200 s.f.
3,117 s.f.
TENANT 2A
TENANT 2B
4,052 s.f.
2,040 s.f.
TENANT 2C
TENANT 2D
TENANT 2E
TENANT 2F
TENANT 2G
TENANT 2H
TENANT 2J
TENANT 2K
BUILDING 2 TOTAL 26,088 s.f.
1,482 s.f.
1,025 s.f.
2,219 s.f.
2,230 s.f.
2,206 s.f.
1,092 s.f.
4,269 s.f.
3,751 s.f.
TENANT 2L 1,722 s.f.
BOMA BREAKDOWN(BUILDING 1 & BUILDING 2)
TENANT 1A
TENANT 1B
BUILDING 1 TOTAL
917 s.f.
2,200 s.f.
3,117 s.f.
TENANT 2A
TENANT 2B
4,052 s.f.
2,040 s.f.
TENANT 2C
TENANT 2D
TENANT 2E
TENANT 2F
TENANT 2G
TENANT 2H
TENANT 2J
TENANT 2K
BUILDING 2 TOTAL 26,088 s.f.
1,482 s.f.
1,025 s.f.
2,219 s.f.
2,230 s.f.
2,206 s.f.
1,092 s.f.
4,269 s.f.
3,751 s.f.
TENANT 2L 1,722 s.f.
PROPERTY / TENANT ADDRESSES
TENANT ADDRESS
TENANT 1A 5690 BLUE LAGOON DRIVE, MIAMI, FL 33126
TENANT 1B
TENANT 2A
TENANT 2C
TENANT 2F
TENANT 2G
TENANT 2J
TENANT 2H
TENANT 2K
TENANT 2L
NOTE CHART ABOVE OF ADDRESSES FOR INDIVIDUAL TENANTSPACES AS REQUESTED BY FIRE DEPARTMENT REVIEW.
1101 N.W. 57th AVENUEMIAMI, FL 33126
5660 BLUE LAGOON DRIVE, MIAMI, FL 33126
5598 BLUE LAGOON DRIVE, MIAMI, FL 33126
5566 BLUE LAGOON DRIVE, MIAMI, FL 33126
5544 BLUE LAGOON DRIVE, MIAMI, FL 331265552 BLUE LAGOON DRIVE, MIAMI, FL 33126
PROPERTY ADDRESS:
TENANT 2B 5554 BLUE LAGOON DRIVE, MIAMI, FL 331265556 BLUE LAGOON DRIVE, MIAMI, FL 33126
5558 BLUE LAGOON DRIVE, MIAMI, FL 33126
TENANT 2D 5560 BLUE LAGOON DRIVE, MIAMI, FL 33126
TENANT 2E 5562 BLUE LAGOON DRIVE, MIAMI, FL 331265564 BLUE LAGOON DRIVE, MIAMI, FL 33126
5572 BLUE LAGOON DRIVE, MIAMI, FL 33126
5578 BLUE LAGOON DRIVE, MIAMI, FL 33126
5582 BLUE LAGOON DRIVE, MIAMI, FL 331265584 BLUE LAGOON DRIVE, MIAMI, FL 331265590 BLUE LAGOON DRIVE, MIAMI, FL 33126
5580 BLUE LAGOON DRIVE, MIAMI, FL 33126
SCALE: 1/16" = 1'-0"AOVERALL GROUND SITE PLAN
AREAS SHOWN IN THIS
PLAN ARE BOMA
trinitycre.com
BLUE LAGOON SHOPPESPREMIUM RETAIL OPPORTUNITY
NW
57T
H A
VE (R
ED R
OA
D)
BLUE LAGOON DRIVE
RAMP TO ADDITIONAL PARKING ON ROOF DECK ABOVE ALL RETAIL SPACE
STAIRS TO RETAIL PARKING DECK
STAIRS TO RETAIL PARKING DECK
PROPOSED
38,0
00±
VPD
38,0
00±
VPD
PROPOSED
PROPOSEDNATIONAL BANK
PROPOSED
CHRIS [email protected]
FOR MOREINFORMATION:
4,052 SF RESTAURANT OPPORTUNITY
PROPOSEDNATIONAL COFFEE TENANT
NEXT DOOR APPROVED FOR 400± HOTEL ROOMS WITH
A PARKING GARAGE
VIEW PARKING DECK PLAN
POTENTIAL FUTURE
DEVELOPMENT
STAIRS TO RETAIL PARKING DECK
TITLE:
PROJECT NO.
SCALE:
DATE:
REVISIONS:
DRAWING NO.:
TEL. 305.443.4244 FX. 305.443.3338
4300 SW 73 AVE, SUITE 106, MIAMI, FL 33155
NO PART THEROF SHALL BE COPIED, DISCLOSED OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT
THE ABOVE FORMAT, TECHNIQUE AND DESIGN ARE THE PROPERTY OF PROJECTION ROOM ARCHITECTS, INC.
ARCHITECT OF RECORD: OMAR MORALES, AIAAR-0014851
FORM GROUP, INC.
FORMGROUParchitecture planning
A-101
OVERALL GROUND
SITE PLAN (BOMA)
AS SHOWN
17-1010
OCTOBER 10, 2017
BLUE LAGOON CENTERRED ROAD AND BLUE LAGOON DRIVE
PERMIT SET: 7-27-18
EL.+7.41'EL.+7.14' EL.+7.27' EL.+7.25' EL.+7.18' EL.+7.04'
EL.+7.04'EL.+6.95'
EL.+7.11'EL.+6.92'
EL.+6.92'EL.+7.04'
EL.+7.06'
EL.+7.18'EL.+7.13'
EL.+7.22'EL.+7.31'
EL.+7.29'
EL.+7.45'EL.+7.36'
EL.+7.61'EL.+7.52'EL.+7.53'
EL.+7.35'
EL.+7.28'
EL.+7.30'
EL.+7.26'EL.+7.07'EL.+7.13'
EL.+6.95'EL.+6.93'EL.+6.80'EL.+6.85'EL.+6.88'EL.+6.87'EL.+6.96'
EL.+7.14'
EL.+7.69'
EL.+7.63'
EL.+8.17'
EL.+8.68'
EL.+9.45'
EL.+10.27'
EL.+10.64'
EL.+10.90' EL.+10.86'
EL.+10.61'
EL.+10.50'
EL.+9.97'
EL.+9.36'
EL.+8.81'
EL.+8.58'
EL.+8.90'
EL.+8.15'
EL.+7.89'
EL.+7.73'
EL.+7.73'
N.W
. 5
7th
AV
EN
UE
(R
ED
RO
AD
)BLUE LAGOON DRIVE
BLUE LAGOON
N88°02'15"W 652.87' (P)
S0
8°3
5'2
8"W
1
75
.00
'S0
8°3
5'2
8"W
1
80
.00
'
S88°35'28"W 120.00' S88°35'28"W 125.00'
N0
1°2
4'3
2"W
3
51
.05
'
R=25.00'D=89°04'10"L=38.86'CB=S42°07'33"WCH=35.07
R=1400.00'
D=18°30'00"
L=452.04'
CB=N78°24'38"E
CH=450.08
7
1
GROUND LEVEL PARKING
20 PARKING SPACES
F.F.E.: 0'-0"
TENANT 5:
4,800 S.F.
TENANT 5:
4924 S.F.
BOMA
1 4 2
1 5 3
1 3 5
DY
H
C
M
1 4 1
2 5
2 6
3 1
3 9
3 2
9 5
1 0 4
94
7 8
65
49
524 0
1 5 4H .C .
H .C . H .C . H .C . H .C .113134
H .C .
H.C
.
6'-0"x
12'-0"
6'-0"x
12'-0"
4 8
7 7
66
BOH196 sf.
BOH196 sf.
BOH205 sf.
OFFICE211 sf.
BOH191 sf.
UNIT A3STUDIO461 sf.
UNIT C11BR/1BA/1D646 sf.
UNIT B21 BR/1BA550 sf.
BEDROOM12'-2" x 11'-2"
DEN11'-3" x 7'-3"
LIVING ROOM12'-2" x 14'-0"
LIVING ROOM12'-2" x 14'-0"
BEDROOM12'-0" x 12'-0"
GREAT ROOM11'-10" x 25'-2"
53
8 9
90
TRASH CONTAINER
5'-7" x 6'-6" x 6'-8"
TRASH CONTAINER
5'-7" x 6'-6" x 6'-8"
1 0 3
112
1 5 9
UP
977"
UP
15'-2"
42'-6"
5 SPACES @ 8'-6" EA. 22
'-0"
DR
IVE
WA
Y
18
'-0"
18
'-0"
22
'-0"
DR
IVE
WA
Y
18
'-0"
19'-7"
26'-0"
18'-0"
12
'-6
"7
6'-
6"
9 S
PA
CE
S @
8'-
6"
EA
.
34
'-0
"4
SP
AC
ES @
8'-
6"
EA
.
5'-
0"
51
'-0
"6
SP
AC
ES @
8'-
6"
EA
.1
2'-
0"
18'-0" 22'-8"DRIVEWAY
9'-0"
5'-0"PROPOSED SETBACK
12
2'-
4"
PR
OP
OSE
DSE
TB
AC
K
40
'-0"
DIST
AN
CE
TO
CE
NT
ER
LINE
OF R
OA
D
50'-0"DISTANCE TO
CENTERLINE OF ROAD
5'-
4"
50
'-8
"6
SP
AC
ES @
8'-
6"
EA
.2
0'-
0"
15
'-0
"2
4'-
2"
DR
IVE
WA
Y
79
'-10
"
9 SP
AC
ES @
8'-6
" EA
.
68
'-0
"
89'-6"
22
'-0
"D
RIV
EW
AY
18
'-0
"1
8'-
0"
22
'-0
"D
RIV
EW
AY
18
'-0
"
9'-
0"
9'-
0"
46'-0"
2 SPACES @ 23'-0" EA.
7'-6"
51'-0"
6 SPACES @ 8'-6" EA.
12'-0" 5'-0" 12'-0"
42'-6"
5 SPACES @ 8'-6" EA.5'-0"
85'-0"
10 SPACES @ 8'-6" EA.
46
'-0
"2
SP
AC
ES @
23
'-0
" E
A.
17
'-0
"2
SP
AC
ES
@ 8
'-6
" E
A.
12
'-0
"1
0'-
6"
16'-3"
24'-6"
DRIVEWAY
37
'-5"
22
'-8"
DR
IVE
WA
Y
16
'-0
"D
RIV
EW
AY
54'-0"PROPOSED
SETBACK
8'-
6"
2'-9"51'-0"
6 SPACES @ 8'-6" EA.
79
'-3
"
15'-5"
18
'-0
"2
SP
AC
ES @
8'-
6"
EA
.1
2'-
0"
5'-
0"
5'-
0"
7'-
6"
12
'-0
"2
5'-
5"
22'-0"
6"
14'-2"
6"
20
'-1
1"
SE
TB
AC
K
7'-0"SIGN
SETBACK
76'-6"9 SPACES @ 8'-6" EA.
92'-0"4 SPACES @ 23'-0" EA.
37'-0"SETBACK
36'-10"SETBACK
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"R 15'-0"
R 15'-0"
R 20'-0"
R 39'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 30'-0"R 30'-0"
R 52'-0"
R 15'-0"
R 15'-0"
R 15'-0"
R 15'-0"
EL.+7.86'
EL.+8.21'
SLOPE 1:50
EL.+7.70'
SLOPE 1:50
EL.+8.00'EL.+7.50'
EL.+8.21'
EL.+8.11'
EL.+8.21'
15
1
54
40
65
75
76
92
103
104
39
EL.+7.40'
EL.+7.65'
EL.+7.61'
SEE H.O.A. LINE FORTENANT/LEASINGDWGS.
PHASE 1 PHASE 2
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21' EL.+8.21'
EL.+8.11'
EL.+8.21'
EL.+7.61'
107
64
29
55
EL.+6.80'
EL.+7.35'
30
14
8
EL.+8.21'
EL.+8.21' EL.+8.21'EL.+8.21'
EL.+8.21'EL.+8.21'
EL.+8.21'
EL.+8.21'EL.+8.21'EL.+8.21'EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
EL.+8.21'
SLO
PE
1:5
0 SLO
PE
1:5
0
SLO
PE
1:5
0
SLOPE1:50
SLOPE1:50
SLOPE1:50
SLOPE1:50
SLO
PE
1:5
0
SHELL ONLY. NOOCCUPANCY PERMITTEDUNTIL ADDITIONAL LIFESAFETY PERMITS ARE
ISSUED.
EL.+8.21'
EL.+8.21'
9
(5552)(5554)(5562)
(5584)
(5590)
(5544)(5556)(5558)(5560)(5564)(5566)(5572)
(5578)
(5582)
(5598)
(5580)
EL.+7.40'
EL.+8.21'
EL.+7.75'
91
89
88
EL.+8.21'
SLO
PE
1:5
0
SLOPE1:50
SLOPE1:50
(5660)
(5690)
EL.+8.21'
EL.+8.21'
NEW PYLON SIGNUNDER SEPARATEPERMIT
BUILDING 21-STORY COMMERCIAL
BUILDING(27,178 S.F.)
F.F.E.: +8.25' N.G.V.D.
CL
C LC L
BUILDING 1B1-STORY COMMERCIAL
BUILDING(2,663 S.F.)
F.F.E.: +8.25' N.G.V.D.
BUILDING 1A
TRASH RM.103
A: 375 sq
ELECT. RM.109
A: 411 sq
STORAGE102
TENANT 2E108
A: 2,219 sq
TENANT 2J114
A: 4,269 sq
TENANT 2K115
A: 3,751 sq
TENANT 2C106
A: 1,482 sq
TENANT 2D107
A: 1,025 sq
TENANT 2L116
A: 1,722 sq
TENANT 2A104
A: 4,052 sq
TENANT 2B105
A: 2,040 sq
FIRE RISER110
A: 112 sq
TENANT 2H113
A: 1,092 sq
TENANT 2G112
A: 2,206 sq
OUTDOORA: 250 sq
OUTDOORA: 250 sq
OUTDOORA: 186 sq
OUTDOORA: 164 sq
TENANT 1B101
A: 2,200 sq
OUTDOORA: 250 sq
FUTURE BANKA: 917 sq
(UNDER SEP. PERMIT)(TENANT 1A)
OUTDOORA: 100 sq
DO
WN
UP
60'-6"7 SPACES @ 8'-6" EA.
16'-5" 25'-6"DRIVEWAY
12'-0" 17'-0"2 SPACES
@ 8'-6" EA.
22
11
11
11
11
11
22
22
22
22
22
6
4
4
4
4
12
3
3
3
3
3
3
10
88
88
88
11
11
14
13
15
15
12
1212
12
99
1616
1616
1616
1616
1616
1616
1616
1717
18
19
20
212121
21
21
222222222222
2222
2222
2323232323
23
23
23
22
11
22
22
55
3
3
88
14
12
9
1616
1616
1616
1616
23
55
24
12
1515
12
TENANT 2F111
A: 2,230 sq
1
2
3
5
4
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
PLAN NOTES
NEW SURFACE PARKING- 108 PARKING SPACES. SEE SHEETA-802 FOR PARKING STALL DETAILS. REFER TO CIVIL DWGSFOR ELEVATION MARKS.
LANDSCAPE AREA. SEE LANDSCAPE DWGS FOR ADDIT'L INFO.
CATCH BASIN. SEE CIVIL DWGS FOR ADDIT'L INFO.
EXISTING SIDEWALK TO REMAIN.
DRIVE THRU AREA. SEE LAYOUT FOR EQUIPMENT ON SHEETA-200.
EXISTING PYLON SIGN TO BE REMOVED UNDER SEPARATEPERMIT.
NEW DUMPSTER. SEE SHEET A-701 FOR ADDIT'L INFO.
FPL EASEMENT.
BICYCLE RACKS. SEE DETAIL ON SHEET A-800 FOR ADDIT'LINFO.
HEIGHT LIMITATION BAR. SEE DETAIL ON SHEETA-802 FOR ADDIT'L INFO.
4' TREE GRATES. SEE DETAIL ON SHEET A-802 FOR ADDIT'LINFO.
A.D.A. CURB RAMP. SEE CIVIL DWGS FOR ADDIT'L INFO.
FIRE RISER. SEE CIVIL DWGS FOR ADDIT'L INFO.
4'-0" x 8'-0" TRANSFORMER PAD.
8" K4 BOLLARDS BY "CALPIPE SECURITY BOLLARDS" OREQUAL. SEE SHEET A-802 FOR DETAIL.
CONCRETE PAVERS ON COMPACTED SAND.
(2) "VITAL" CLUSTER MAILBOX UNITS BY "NATIONALMAILBOXES" OR EQUAL.
MAILMAN DESIGNATED PARKING SPACE.
FIRE HYDRANT. SEE CIVIL DWGS FOR ADDIT'L INFO.
METER BANK. SEE CIVIL DWGS FOR ADDIT'L INFO.
FUTURE DEMISING WALL.
POTENTIAL FUTURE TENANT.
TENANT ADDRESS NUMBER, TYP.
NEW PYLON SIGN UNDER SEPARATE PERMIT.
BOMA BREAKDOWN(BUILDING 1 & BUILDING 2)
TENANT 1A
TENANT 1B
BUILDING 1 TOTAL
917 s.f.
2,200 s.f.
3,117 s.f.
TENANT 2A
TENANT 2B
4,052 s.f.
2,040 s.f.
TENANT 2C
TENANT 2D
TENANT 2E
TENANT 2F
TENANT 2G
TENANT 2H
TENANT 2J
TENANT 2K
BUILDING 2 TOTAL 26,088 s.f.
1,482 s.f.
1,025 s.f.
2,219 s.f.
2,230 s.f.
2,206 s.f.
1,092 s.f.
4,269 s.f.
3,751 s.f.
TENANT 2L 1,722 s.f.
BOMA BREAKDOWN(BUILDING 1 & BUILDING 2)
TENANT 1A
TENANT 1B
BUILDING 1 TOTAL
917 s.f.
2,200 s.f.
3,117 s.f.
TENANT 2A
TENANT 2B
4,052 s.f.
2,040 s.f.
TENANT 2C
TENANT 2D
TENANT 2E
TENANT 2F
TENANT 2G
TENANT 2H
TENANT 2J
TENANT 2K
BUILDING 2 TOTAL 26,088 s.f.
1,482 s.f.
1,025 s.f.
2,219 s.f.
2,230 s.f.
2,206 s.f.
1,092 s.f.
4,269 s.f.
3,751 s.f.
TENANT 2L 1,722 s.f.
PROPERTY / TENANT ADDRESSES
TENANT ADDRESS
TENANT 1A 5690 BLUE LAGOON DRIVE, MIAMI, FL 33126
TENANT 1B
TENANT 2A
TENANT 2C
TENANT 2F
TENANT 2G
TENANT 2J
TENANT 2H
TENANT 2K
TENANT 2L
NOTE CHART ABOVE OF ADDRESSES FOR INDIVIDUAL TENANTSPACES AS REQUESTED BY FIRE DEPARTMENT REVIEW.
1101 N.W. 57th AVENUEMIAMI, FL 33126
5660 BLUE LAGOON DRIVE, MIAMI, FL 33126
5598 BLUE LAGOON DRIVE, MIAMI, FL 33126
5566 BLUE LAGOON DRIVE, MIAMI, FL 33126
5544 BLUE LAGOON DRIVE, MIAMI, FL 331265552 BLUE LAGOON DRIVE, MIAMI, FL 33126
PROPERTY ADDRESS:
TENANT 2B 5554 BLUE LAGOON DRIVE, MIAMI, FL 331265556 BLUE LAGOON DRIVE, MIAMI, FL 33126
5558 BLUE LAGOON DRIVE, MIAMI, FL 33126
TENANT 2D 5560 BLUE LAGOON DRIVE, MIAMI, FL 33126
TENANT 2E 5562 BLUE LAGOON DRIVE, MIAMI, FL 331265564 BLUE LAGOON DRIVE, MIAMI, FL 33126
5572 BLUE LAGOON DRIVE, MIAMI, FL 33126
5578 BLUE LAGOON DRIVE, MIAMI, FL 33126
5582 BLUE LAGOON DRIVE, MIAMI, FL 331265584 BLUE LAGOON DRIVE, MIAMI, FL 331265590 BLUE LAGOON DRIVE, MIAMI, FL 33126
5580 BLUE LAGOON DRIVE, MIAMI, FL 33126
SCALE: 1/16" = 1'-0"AOVERALL GROUND SITE PLAN
AREAS SHOWN IN THIS
PLAN ARE BOMA
TITLE:
PROJECT NO.
SCALE:
DATE:
REVISIONS:
DRAWING NO.:
TEL. 305.443.4244 FX. 305.443.3338
4300 SW 73 AVE, SUITE 106, MIAMI, FL 33155
NO PART THEROF SHALL BE COPIED, DISCLOSED OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT
THE ABOVE FORMAT, TECHNIQUE AND DESIGN ARE THE PROPERTY OF PROJECTION ROOM ARCHITECTS, INC.
ARCHITECT OF RECORD: OMAR MORALES, AIAAR-0014851
FORM GROUP, INC.
FORMGROUParchitecture planning
A-204
BLDG2- PARKING
DECK PLAN
AS SHOWN
17-1010
OCTOBER 10, 2017
BLUE LAGOON CENTERRED ROAD AND BLUE LAGOON DRIVE
PERMIT SET: 7-27-18
WP
WALL LEGEND
1
2
4
2A
WALL TYPE 2TYPICAL 8" CMU WALL W/ VERTICAL REINF.
WALL TYPE 4: PARAPET WALLTYPICAL 60" HIGH, 8" CMU WALL W/ VERTICAL REINF.
WALL TYPE 5: DEMISING WALLDEMISING 1-HR. FIRE RATED 6" INT. PART.
WALL TYPE 1REINF. CONCRETE SHEAR/COLUMN WALL.
WALL TYPE 2ATYP. 8" 2-HR. FIRE RATED CMU WALL W/ VERT. REINF.
5
WATERPROOFING NOTE
"HENRY 790-11" HOT-FLUID-APPLIED, RUBBERIZED-ASPHALTWATERPROOFING MEMBRANE BY "HENRY COMPANY" OREQUAL BELOW CONCRETE TOPPING. PROVIDE LIQUID APPLIEDWATERPROOFING UP WALLS 18" A.F.F. N.O.A. 15-0410.01
WALL TYPE 3TYPICAL 12" CMU WALL W/ VERTICAL REINF.
3
NOTES
1. PROVIDE IDENTIFICATION SIGNS FOR FIRE SEPARATION WALLSABOVE CEILING AND OTHER CONCELAED SPACES, AS PER TABLE704.2.1.4.
2. 2-HR FIRE RATED WALL FOR FIRE RATED, ELECT. ROOMS & TRASHROOMS.
3. PROVIDE "CLASS ABC" FIRE EXTINGUISHER PER 2500S.F. AND NOT TOEXCEED 75' BETWEEN EACH OTHER. SEE PLAN LOCATION SYMBOL F.E.CONTRACTOR TO SUBMIT FLUSH MOUNT CABINET WITH SHOPDRAWINGS FOR ARCHITECTS APPROVAL.
4. FIRE PENETRATIONS: CONTRACTOR SHALL SEAL ALL PENETRATIONSTHRU FIRE RATED PARTITIONS OR ASSEMBLIES WITH "HILTI"- FIRESTOPSYSTEM-CS-240 FIRESTOP SEALANT OR EQUAL. INSTALL AS PERMANUF. RECOMMENDATION FOR 1,2,3 & 4 HOUR RATINGS.
5. ALL STOREFRONTS, SHORING AND RE-SHORING, ROOFING, ETC.UNDER SEPARATE PERMIT.
6. MANUFACTURE/INSTALLER MUST SUBMIT ARCHITECT APPROVEDSHOP DRAWINGS FOR CITY OF MIAMI APPROVAL.
7. TENANT RESTROOMS- TENANT SPACES TO PROVIDEPLUMBING/RESTROOMS FACILITIES UNDER SEPARATE PERMIT. SEEPLUMBING DWGS FOR FUTURE PLUMBING STUB-UPS.
8. REFER TO STRUCTURAL PLANS FOR ALL STRUCTURAL WALLS.
9. ALL EXTERIOR DOORS TO PROVIDE 1/2" MAX. CHANGE IN ELEVATIONIN ACCORDANCE WITH F.F.P.C. & N.F.P.A. 101- CH. 7.
BUILDING SHELL ONLY - ALL INTERIOR FINISHES UNDER SEPARATETENANT IMPROVEMENT PERMITS.
ACCESSIBILITY NOTES
ALL ACCESSIBILITY FACILITIES, SHOWN ON THIS PLANS, HAVE BEENDESIGNED TO MEET ANY AND ALL CODES REGARDING SAME AT THETIME THESE DRAWINGS WERE PREPARED.
IN LIEU OF THE FACT THAT ALL ACCESSIBILITY CODES CHANGE ANDARE INTERPETED DIFFERENTLY BY AND/OR WITHIN EACH AND EVERYJURISDICTION HAVING ATHORITY OVER SAME, AND TAHT DESIGNINGSUCH FACILITIES IS IMPOSSIBLE IN THAT THE CODES AND THEIRINTERPETATIONS CHANGE CONSTANTLY, IT SHALL BE REQUIREDTHAT THE CONTRACTOR DETERMINE, PRIOR TO CONSTRUCTION OFACCESSIBILITY FACILITIES, EXACTLY WHO WILL BE THE FINALATHORITY REGARDING THE DESIGN.
THE CONSTRUCTOR SHALL REVIEW ALL ACCESSIBLE FACILITIESSHOWN ON THESE PLANS WITH THE FINAL ATHORITY AND NOTIFYTHE ARCHITECT OF ANY REQUIRED CHANGES. THIS NOTIFICATION INWRITING, SHALL HAVE THE MARK OF THE FINAL ATHORITY,INCLUDED BUT LIMITED TO THE NAME, TITLE, ADDRESS, PHONENUMBER, AND SIGNATURE.
FIRE SPRINKLER NOTE
BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLERSYSTEM. SEE FP DRAWINGS FOR SPRINKLER HEAD LAYOUT. FP SUB-CONTRACTOR TO SUBMIT FULLY ENGINEERED SHOP DRAWINGS ANDCALCULATION FOR REVIEW AND APPROVAL.
WALL TYPE 6: PARTITIONTYP. 4" INTERIOR PARTITION.
6
FLAME SPREAD RATINGS
AREA
WALL
CEILING
FLOOR
MATERIAL
OCCUPANCY "A" (SPRINKLED)EXIT ACCESS: CLASS C OTHER SPACES: CLASS C
FLAME SPREAD SMOKE DEVELOPED
GYP. BD. 76 - 200 0 - 450
GYP. BD.
ACT.
EXPOSED
76 - 200
76 - 200
76 - 200
STONECOMPLY WITH NFPA 253, STD. METHOD OF TESTFOR CRITICAL RADIANT FLUX OF FLOOR COVERINGSYSTEM USING A RADIANT HEAT ENERGY SOURCE.
0 - 450
0 - 450
0 - 450
REFERENCES
FLORIDA BUILDING CODE, EDITION 2017 - PLUMBING AND BUILDING.
5" MAX. ACCUMULATION OF RAIN WATER ON ANY PORTION OF THE ROOF PER FIGURE 1106.1, 100 YEAR, 1-HR RAINFALL (INCHES) EASTERN U.S.
CHAPTER 11, STORM DRAINAGE, TABLE 1106.2 SIZE OF VERTICAL CONDUCTORS AND LEADERS.CHAPTER 16, FIGURE 1616.3 REQUIRED AREA OF OVERFLOW SCUPPERS.
DRAINS OF SCUPPERS INSTALLED TO PROVIDE OVERFLOW DRAINAGE SHALL BE NOT LESS IN AGGREGATE AREA THAN AS SHOW IN FIGURE 1616.3, BUTNO LESS THAN 4 INCHES (102mm) DIMENSION IN ANY DIRECTION AND SHALL BE PLACED IN PARAPETS NOT LESS THAN 2 INCHES (51mm) NOR MORETHAN 4 INCHES ABOVE THE ROOF DECK AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR DOWNSPOUTS.
REFER TO PLUMBING DRAWINGS FOR EMERGENCY OVERFLOW SCUPPER CALCULCATIONS.
PARKING DECK NOTE
1. ALL EQUIPMENT AND SUPPORTS SHALL BESECURED TO THE STRUCTURE IN COMPLIANCEWITH THE LOADING REQUIREMENTS OFCHAPTER 16 (HIGH-VELOCITY HURRICANEZONES). REFER TO MECHANICAL DRAWINGS ONFOR ADDITIONAL INFORMATION.
2. PARKING DECK/ROOF SURFACE AND BUILDINGMATERIALS SHALL COMPLY WITH MINIMUMSOLAR REFLECTANCE AS PER STATED IN MIAMI21- SECTION 3.13.2 HEAT ISLAND EFFECT ANDSECTION 5.6.5.c.
T.O. ROOF
+16'-10"N.G.V.D +26.08'
T.O. PARAPET
+21'-10"N.G.V.D +31.08'
5'-
0"
8"
MIN
.
R-19 SPRAY-ONURETHANEINSULATION BETWEENJOIST @ UNDERSIDE OFROOF SLAB
13AA-802
5" CONC. TOPPING OVER 5" CONC.SLAB. SEE STRUCT. DWGS FOR ADDIT'LINFO.
METAL FLASHING OVER HENRYFLASHING MEMBRANE.
SLOPE1:150 MAX.
3/4" SLOPE
PROVIDE GALV. METAL FLASHING ATPARAPET CAP.
28" CONCRETE JOISTS. SEE STRUCT.DWGS FOR ADDIT'L INFO.
3/4' MIN. STUCCO FINISH. SEEELEVATIONS FOR STUCCO SCORINGPATTERN
"HENRY 790-11" HOT-FLUID-APPLIED,RUBBERIZED-ASPHALTWATERPROOFING MEMBRANE BY"HENRY COMPANY" OR EQUAL.N.O.A. 15-0410.01
"HENRY DB 350" OVER "HENRY 790-11".
INSTALL AS PER MANUF.RECOMMENDATIONS. REFERTO DETAILS ON SHEET A-804.
FINISH FLOOR ELEVATION (N.G.V.D.)
0’-0” ELEVATION REFERS TO N.G.V.D. +08.25'.
WP
WATERPROOFING NOTE
"HENRY 790-11" HOT-FLUID-APPLIED, RUBBERIZED-ASPHALTWATERPROOFING MEMBRANE BY "HENRY COMPANY" OREQUAL BELOW CONCRETE TOPPING. PROVIDE LIQUID APPLIEDWATERPROOFING UP WALLS 18" A.F.F. N.O.A. 15-0410.01
1
2
3
4
5
6
7
8
9
16
17
18
10
19
20
11
21
22
12
23
24
13
25
26
14
27
28
15
29
30
PLAN NOTES (BUILDING 2)
CONCRETE PAVERS ON COMPACTED SAND.
ALUMINUM/GLASS STOREFRONTS. REFER TOSCHEDULES FOR ADDT'L INFO.
C.U. UNITS TO BE MOUNTED ON C.U. STANDS. SEEMECH. DWGS FOR ADDT'L INFO.
8" CMU WALL TO 5'-0" A.F.F.
42" ALUM. RAILING OVER CONCRETE SEA WALL.SEE STRUCT. DWGS FOR ADDIT'L INFO.
FIRE-RATED METAL DOOR. SEE DOOR SCHEDULEFOR ADDIT'L INFO.
6'-0" CHAINLINK FENCE.
CONCRETE CANOPY. SEE STRUCT. DWGS FORADDT'L INFO.
8" CMU WALL TO 10'-0" A.F.F.
12" CONC. CURB. SEE SHEET A-700 FOR ADDIT'LINFO.
5" CONCRETE TOPPING OVER 5" CONCRETE SLAB.SEE STRUCT. DWGS FOR ADDIT'L INFO.
BICYCLE RACKS. SEE DETAIL ON SHEET A-800 FORADDIT'L INFO.
FLOOR DRAINS/TWO-STAGE FLOOR DRAINS. SEESHEET A-802 & PLUM. DWGS FOR ADDT'L INFO.
DECORATIVE ALUM. ELEMENTS. UNDER SEPARATEPERMIT.
FIRE RISER. SEE ELECT. DWGS FOR ADDIT'L INFO.
FUTURE EXHAUST FANS. SEE MECH. DWGS FORADDIT'L INFO.
CONCRETE SLAB. SEE STRUCT. DWGS FOR ADDIT'LINFO.
HEIGHT LIMITATION BAR. SEE DETAIL ON SHEETA-802 FOR ADDIT'L INFO.
SAW-CUT CONTROL JOINTS FOR CONC. TOPPING @30'-0" O.C. SEE STRUCT. DWGS FOR ADDIT'L INFO.
METAL CANOPY WITH STEEL RODS UNDER SEPARATEPERMIT BY "UNI-STRUCTURE INC." OR EQUAL.
4' TREE GRATES. SEE DETAIL ON SHEET A-802 FORADDIT'L INFO.
OVERFLOW SCUPPERS. SEE DETAILS ON SHEETSA-802. SEE PLUMB. DWGS FOR ADDT'L INFO.
A.D.A. POURED-IN-PLACE CONCRETE CURB RAMP.SEE CIVIL DWGS FOR ADDIT'L INFO.
8" K4 BOLLARDS BY "CALPIPE SECURITY BOLLARDS"OR EQUAL. SEE SHEET A-802 FOR DETAIL.
LIGHTING POST ON CONC BASE. SEE ELECT. DWGSFOR ADDT'L INFO.
4" CONC. TOPPING SLAB. SEE DETAIL 3/A-204 &STRUCT. DWGS FOR ADDIT'L INFO.18"x72" ACCESS PANEL, TO BE COORD. W FINALFIRE RISER INSTALLATION. SEE DETAIL ON SHEET A-201 FOR ADDIT'L INFO.
6"ø STEEL BOLLARD. SEE SHEET A-802 FOR DETAIL.
8"x24" PITCH PAN FOR FUTURE A/C LINES. SEEDETAIL ON SHEET A-203 FOR ADDIT'L INFO.SCUPPER DRAIN & DOWNSPOUT TO DISCHARGERAINWATER TO NEARBY CATCH BASIN. SEE SHEE A-802 & CIVIL/MEP DWGS FOR ADDIT'L INFO.
T.O. ROOF
+16'-10"N.G.V.D +26.08'
T.O. PARAPET
+21'-10"N.G.V.D +31.08'
5'-
0"
8"
MIN
.
R-19 SPRAY-ONURETHANEINSULATION BETWEENJOIST @ UNDERSIDE OFROOF SLAB
13AA-802
5"
5"
4"
5" CONC. TOPPING OVER 5" CONC.SLAB. SEE STRUCT. DWGS FOR ADDIT'LINFO.
METAL FLASHING OVER HENRYFLASHING MEMBRANE.
SLOPE1:150 MAX.
3/4" SLOPE
PROVIDE GALV. METAL FLASHING ATPARAPET CAP.
28" CONCRETE JOISTS. SEE STRUCT.DWGS FOR ADDIT'L INFO.
3/4' MIN. STUCCO FINISH. SEEELEVATIONS FOR STUCCO SCORINGPATTERN
"HENRY 790-11" HOT-FLUID-APPLIED,RUBBERIZED-ASPHALTWATERPROOFING MEMBRANE BY"HENRY COMPANY" OR EQUAL.N.O.A. 15-0410.01
"HENRY DB 350" OVER "HENRY 790-11".
4" CONC.TOPPING. SEESTRUCT.DWGS FORADDIT'L INFO.
SLOPE1:50 MAX.
INSTALL AS PER MANUF.RECOMMENDATIONS. REFERTO DETAILS ON SHEET A-804.
SHELL ONLY. NOOCCUPANCY PERMITTEDUNTIL ADDITIONAL LIFESAFETY PERMITS ARE
ISSUED.
UP
BA-205
BA-701
2A-502
2A-501
14
2'-
0"
94'-8"
54'-3"
4'-6"
17'-11"
23'-4"
4'-11"
33
'-4
"
85
'-0
"1
0 S
PA
CE
S @
8'-
6"
EA
.
46
'-1
0"
16
'-0
"1
0'-
0"
23'-4"
4'-0"10'-10"
4'-6"
9'-
2"
32
'-7
"
13
'-4
"
87
'-6
"
4'-
5"
11
'-4
"
25
'-3
"
13
'-4
"
86
'-1
0"
5'-
0"
5'-
0"
15
8'-
4"
21'-6"
23'-4"
19'-11"
13'-4"
25
'-0
"
4'-10"
14'-0"
44'-7"
24'-6"
2'-
4"
1'-0"3'-0"
30
'-0
"
15
'-0
"
15
'-0
"
15
'-0
"
15
'-0
"3
'-0
"
R 20'-0"
R 42'-0"
R 20'-0"
R 20'-0"
2
4
4
4
MATCH
LINE
46
RA
MP
UP
5.0
0%
RA
MP
UP
16
.00
%
RA
MP U
P5.0
0%
SLO
PE
1:1
50
MA
X.
59
45
58
68
LOAD BEARINGWALL BELOW
ROOFHIGHPOINT
RO
OF
HIG
H P
OIN
T
LOAD BEARINGWALL BELOW
MECH. AREA202
UP
1A-502
5'-
5"
5'-
11
"
85
'-0
"1
0 S
PA
CE
S @
8'-
6"
EA
.
12
" P
RO
VID
ED
@
PA
RK
ING
SP
AC
ES
AD
JAC
EN
T
TO
WA
LLS.
13
'-4
"
12
" P
AR
KIN
G
SPA
CE
S A
DJA
CE
NT
T
O W
ALL
S.2
5'-
6"
10
SP
AC
ES
@ 8
'-6
" E
A.
3'-
1"
20'-0"
DRIVEW
AY
8'-6"8"
4'-0"
8"6'-0"
18'-0"
23'-0"
18'-0"
8"4'-0"
2'-11"18'-0"
1'-4"
24'-0"
2'-4"
FINISH FLOOREL.= 16'-10"
R 52'-0"
140°
141°
100°
2
STAIR #3
12
17
17
12
12
7
WPWP
RA
MP U
P
16.00%
6
6
6
6
99
SLOPE1:150 MAX.
SLOPE1:150 MAX.
11
11
13
13
14
14
14
14
2121
2121
SLOPE
1:150 MAX.
SLOPE1:150 MAX.
15
22
22
22
22
22
22
22
WPWP
SLOPE1:150 MAX.
23
23
16
2727
2727
2727
27
29
29
SLOPE1:150 MAX.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLOPE1:150 MAX.
SLOPE1:150 MAX.
SLOPE1:150 MAX.
SLOPE1:150 MAX.
SLOPE1:150 MAX.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLOPE
1:150 MAX.
SLOPE
1:150 M
AX.
SLOPE
1:150 M
AX.
SLOPE1:150 MAX.
30
30
30
10
10
SLOPE1:150 MAX.
SLO
PE
1:1
50
MA
X.
13
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
7
1
2
7
5
5
5
5
5
3
3
7
SCALE: 3/4" = 1'-0"2BUILDING 2- PARAPET DETAIL
SCALE: 3/4" = 1'-0"3BUILDING 2- PARAPET DETAIL
SCALE: 1/8" = 1'-0"ABUILDING 2- PARTIAL DECK PLAN
3
5
7
PERMIT COMMENTS12-14-18OWNER REVISION04-05-19OWNER REVISION09-10-19
TITLE:
PROJECT NO.
SCALE:
DATE:
REVISIONS:
DRAWING NO.:
TEL. 305.443.4244 FX. 305.443.3338
4300 SW 73 AVE, SUITE 106, MIAMI, FL 33155
NO PART THEROF SHALL BE COPIED, DISCLOSED OR USED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT
THE ABOVE FORMAT, TECHNIQUE AND DESIGN ARE THE PROPERTY OF PROJECTION ROOM ARCHITECTS, INC.
ARCHITECT OF RECORD: OMAR MORALES, AIAAR-0014851
FORM GROUP, INC.
FORMGROUParchitecture planning
A-203
BLDG 2- PARKING
DECK PLAN
AS SHOWN
17-1010
OCTOBER 10, 2017
BLUE LAGOON CENTERRED ROAD AND BLUE LAGOON DRIVE
PERMIT SET: 7-27-18
REFERENCES
FLORIDA BUILDING CODE, EDITION 2017 - PLUMBING AND BUILDING.
5" MAX. ACCUMULATION OF RAIN WATER ON ANY PORTION OF THE ROOF PER FIGURE 1106.1, 100 YEAR, 1-HR RAINFALL (INCHES) EASTERN U.S.
CHAPTER 11, STORM DRAINAGE, TABLE 1106.2 SIZE OF VERTICAL CONDUCTORS AND LEADERS.CHAPTER 16, FIGURE 1616.3 REQUIRED AREA OF OVERFLOW SCUPPERS.
DRAINS OF SCUPPERS INSTALLED TO PROVIDE OVERFLOW DRAINAGE SHALL BE NOT LESS IN AGGREGATE AREA THAN AS SHOW IN FIGURE 1616.3, BUTNO LESS THAN 4 INCHES (102mm) DIMENSION IN ANY DIRECTION AND SHALL BE PLACED IN PARAPETS NOT LESS THAN 2 INCHES (51mm) NOR MORETHAN 4 INCHES ABOVE THE ROOF DECK AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED VERTICAL LEADERS OR DOWNSPOUTS.
REFER TO PLUMBING DRAWINGS FOR EMERGENCY OVERFLOW SCUPPER CALCULCATIONS.
WP
WALL LEGEND
1
2
4
2A
WALL TYPE 2TYPICAL 8" CMU WALL W/ VERTICAL REINF.
WALL TYPE 4: PARAPET WALLTYPICAL 60" HIGH, 8" CMU WALL W/ VERTICAL REINF.
WALL TYPE 5: DEMISING WALLDEMISING 1-HR. FIRE RATED 6" INT. PART.
WALL TYPE 1REINF. CONCRETE SHEAR/COLUMN WALL.
WALL TYPE 2ATYP. 8" 2-HR. FIRE RATED CMU WALL W/ VERT. REINF.
5
WATERPROOFING NOTE
"HENRY 790-11" HOT-FLUID-APPLIED, RUBBERIZED-ASPHALTWATERPROOFING MEMBRANE BY "HENRY COMPANY" OREQUAL BELOW CONCRETE TOPPING. PROVIDE LIQUID APPLIEDWATERPROOFING UP WALLS 18" A.F.F. N.O.A. 15-0410.01
WALL TYPE 3TYPICAL 12" CMU WALL W/ VERTICAL REINF.
3
NOTES
1. PROVIDE IDENTIFICATION SIGNS FOR FIRE SEPARATION WALLSABOVE CEILING AND OTHER CONCELAED SPACES, AS PER TABLE704.2.1.4.
2. 2-HR FIRE RATED WALL FOR FIRE RATED, ELECT. ROOMS & TRASHROOMS.
3. PROVIDE "CLASS ABC" FIRE EXTINGUISHER PER 2500S.F. AND NOT TOEXCEED 75' BETWEEN EACH OTHER. SEE PLAN LOCATION SYMBOL F.E.CONTRACTOR TO SUBMIT FLUSH MOUNT CABINET WITH SHOPDRAWINGS FOR ARCHITECTS APPROVAL.
4. FIRE PENETRATIONS: CONTRACTOR SHALL SEAL ALL PENETRATIONSTHRU FIRE RATED PARTITIONS OR ASSEMBLIES WITH "HILTI"- FIRESTOPSYSTEM-CS-240 FIRESTOP SEALANT OR EQUAL. INSTALL AS PERMANUF. RECOMMENDATION FOR 1,2,3 & 4 HOUR RATINGS.
5. ALL STOREFRONTS, SHORING AND RE-SHORING, ROOFING, ETC.UNDER SEPARATE PERMIT.
6. MANUFACTURE/INSTALLER MUST SUBMIT ARCHITECT APPROVEDSHOP DRAWINGS FOR CITY OF MIAMI APPROVAL.
7. TENANT RESTROOMS- TENANT SPACES TO PROVIDEPLUMBING/RESTROOMS FACILITIES UNDER SEPARATE PERMIT. SEEPLUMBING DWGS FOR FUTURE PLUMBING STUB-UPS.
8. REFER TO STRUCTURAL PLANS FOR ALL STRUCTURAL WALLS.
9. ALL EXTERIOR DOORS TO PROVIDE 1/2" MAX. CHANGE IN ELEVATIONIN ACCORDANCE WITH F.F.P.C. & N.F.P.A. 101- CH. 7.
BUILDING SHELL ONLY - ALL INTERIOR FINISHES UNDER SEPARATETENANT IMPROVEMENT PERMITS.
ACCESSIBILITY NOTES
ALL ACCESSIBILITY FACILITIES, SHOWN ON THIS PLANS, HAVE BEENDESIGNED TO MEET ANY AND ALL CODES REGARDING SAME AT THETIME THESE DRAWINGS WERE PREPARED.
IN LIEU OF THE FACT THAT ALL ACCESSIBILITY CODES CHANGE ANDARE INTERPETED DIFFERENTLY BY AND/OR WITHIN EACH AND EVERYJURISDICTION HAVING ATHORITY OVER SAME, AND TAHT DESIGNINGSUCH FACILITIES IS IMPOSSIBLE IN THAT THE CODES AND THEIRINTERPETATIONS CHANGE CONSTANTLY, IT SHALL BE REQUIREDTHAT THE CONTRACTOR DETERMINE, PRIOR TO CONSTRUCTION OFACCESSIBILITY FACILITIES, EXACTLY WHO WILL BE THE FINALATHORITY REGARDING THE DESIGN.
THE CONSTRUCTOR SHALL REVIEW ALL ACCESSIBLE FACILITIESSHOWN ON THESE PLANS WITH THE FINAL ATHORITY AND NOTIFYTHE ARCHITECT OF ANY REQUIRED CHANGES. THIS NOTIFICATION INWRITING, SHALL HAVE THE MARK OF THE FINAL ATHORITY,INCLUDED BUT LIMITED TO THE NAME, TITLE, ADDRESS, PHONENUMBER, AND SIGNATURE.
FIRE SPRINKLER NOTE
BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLERSYSTEM. SEE FP DRAWINGS FOR SPRINKLER HEAD LAYOUT. FP SUB-CONTRACTOR TO SUBMIT FULLY ENGINEERED SHOP DRAWINGS ANDCALCULATION FOR REVIEW AND APPROVAL.
WALL TYPE 6: PARTITIONTYP. 4" INTERIOR PARTITION.
6
FLAME SPREAD RATINGS
AREA
WALL
CEILING
FLOOR
MATERIAL
OCCUPANCY "A" (SPRINKLED)EXIT ACCESS: CLASS C OTHER SPACES: CLASS C
FLAME SPREAD SMOKE DEVELOPED
GYP. BD. 76 - 200 0 - 450
GYP. BD.
ACT.
EXPOSED
76 - 200
76 - 200
76 - 200
STONECOMPLY WITH NFPA 253, STD. METHOD OF TESTFOR CRITICAL RADIANT FLUX OF FLOOR COVERINGSYSTEM USING A RADIANT HEAT ENERGY SOURCE.
0 - 450
0 - 450
0 - 450
WP
WATERPROOFING NOTE
"HENRY 790-11" HOT-FLUID-APPLIED, RUBBERIZED-ASPHALTWATERPROOFING MEMBRANE BY "HENRY COMPANY" OREQUAL BELOW CONCRETE TOPPING. PROVIDE LIQUID APPLIEDWATERPROOFING UP WALLS 18" A.F.F. N.O.A. 15-0410.01
FINISH FLOOR ELEVATION (N.G.V.D.)
0’-0” ELEVATION REFERS TO N.G.V.D. +08.25'.
PARKING DECK NOTE
1. ALL EQUIPMENT AND SUPPORTS SHALL BESECURED TO THE STRUCTURE IN COMPLIANCEWITH THE LOADING REQUIREMENTS OFCHAPTER 16 (HIGH-VELOCITY HURRICANEZONES). REFER TO MECHANICAL DRAWINGS ONFOR ADDITIONAL INFORMATION.
2. PARKING DECK/ROOF SURFACE AND BUILDINGMATERIALS SHALL COMPLY WITH MINIMUMSOLAR REFLECTANCE AS PER STATED IN MIAMI21- SECTION 3.13.2 HEAT ISLAND EFFECT ANDSECTION 5.6.5.c.
1
2
3
4
5
6
7
8
9
16
17
18
10
19
20
11
21
22
12
23
24
13
25
26
14
27
28
15
29
30
PLAN NOTES (BUILDING 2)
CONCRETE PAVERS ON COMPACTED SAND.
ALUMINUM/GLASS STOREFRONTS. REFER TOSCHEDULES FOR ADDT'L INFO.
C.U. UNITS TO BE MOUNTED ON C.U. STANDS. SEEMECH. DWGS FOR ADDT'L INFO.
8" CMU WALL TO 5'-0" A.F.F.
42" ALUM. RAILING OVER CONCRETE SEA WALL.SEE STRUCT. DWGS FOR ADDIT'L INFO.
FIRE-RATED METAL DOOR. SEE DOOR SCHEDULEFOR ADDIT'L INFO.
6'-0" CHAINLINK FENCE.
CONCRETE CANOPY. SEE STRUCT. DWGS FORADDT'L INFO.
8" CMU WALL TO 10'-0" A.F.F.
12" CONC. CURB. SEE SHEET A-700 FOR ADDIT'LINFO.
5" CONCRETE TOPPING OVER 5" CONCRETE SLAB.SEE STRUCT. DWGS FOR ADDIT'L INFO.
BICYCLE RACKS. SEE DETAIL ON SHEET A-800 FORADDIT'L INFO.
FLOOR DRAINS/TWO-STAGE FLOOR DRAINS. SEESHEET A-802 & PLUM. DWGS FOR ADDT'L INFO.
DECORATIVE ALUM. ELEMENTS. UNDER SEPARATEPERMIT.
FIRE RISER. SEE ELECT. DWGS FOR ADDIT'L INFO.
FUTURE EXHAUST FANS. SEE MECH. DWGS FORADDIT'L INFO.
CONCRETE SLAB. SEE STRUCT. DWGS FOR ADDIT'LINFO.
HEIGHT LIMITATION BAR. SEE DETAIL ON SHEETA-802 FOR ADDIT'L INFO.
SAW-CUT CONTROL JOINTS FOR CONC. TOPPING @30'-0" O.C. SEE STRUCT. DWGS FOR ADDIT'L INFO.
METAL CANOPY WITH STEEL RODS UNDER SEPARATEPERMIT BY "UNI-STRUCTURE INC." OR EQUAL.
4' TREE GRATES. SEE DETAIL ON SHEET A-802 FORADDIT'L INFO.
OVERFLOW SCUPPERS. SEE DETAILS ON SHEETSA-802. SEE PLUMB. DWGS FOR ADDT'L INFO.
A.D.A. POURED-IN-PLACE CONCRETE CURB RAMP.SEE CIVIL DWGS FOR ADDIT'L INFO.
8" K4 BOLLARDS BY "CALPIPE SECURITY BOLLARDS"OR EQUAL. SEE SHEET A-802 FOR DETAIL.
LIGHTING POST ON CONC BASE. SEE ELECT. DWGSFOR ADDT'L INFO.
4" CONC. TOPPING SLAB. SEE DETAIL 3/A-204 &STRUCT. DWGS FOR ADDIT'L INFO.18"x72" ACCESS PANEL, TO BE COORD. W FINALFIRE RISER INSTALLATION. SEE DETAIL ON SHEET A-201 FOR ADDIT'L INFO.
6"ø STEEL BOLLARD. SEE SHEET A-802 FOR DETAIL.
8"x24" PITCH PAN FOR FUTURE A/C LINES. SEEDETAIL ON SHEET A-203 FOR ADDIT'L INFO.SCUPPER DRAIN & DOWNSPOUT TO DISCHARGERAINWATER TO NEARBY CATCH BASIN. SEE SHEE A-802 & CIVIL/MEP DWGS FOR ADDIT'L INFO.
T.O. ROOF
+16'-10"N.G.V.D +26.08'
R-19 SPRAY-ONURETHANEINSULATION BETWEENJOIST @ UNDERSIDE OFROOF SLAB
5" CONC. TOPPING OVER 5" CONC.SLAB. SEE STRUCT. DWGS FOR ADDIT'LINFO.
28" CONCRETE JOISTS. SEE STRUCT.DWGS FOR ADDIT'L INFO.
"HENRY 790-11" HOT-FLUID-APPLIED,RUBBERIZED-ASPHALTWATERPROOFING MEMBRANE BY"HENRY COMPANY" OR EQUAL.N.O.A. 15-0410.01
"HENRY DB 350" OVER "HENRY790-11".
GALV. ROOF PITCHPAN (8"x24")
GALV. TEMP. CAP
INSTALL AS PER MANUF.RECOMMENDATIONS. REFERTO DETAILS ON SHEET A-804.
SHELL ONLY. NOOCCUPANCY PERMITTEDUNTIL ADDITIONAL LIFESAFETY PERMITS ARE
ISSUED.
BA-205
UP
DA-700
1A-501
2A-502
2A-501
18A-604
56
'-8
"1
1'-
4"
68
'-0
"
9'-0" 7'-3" 42'-7" 13'-4" 85'-10" 13'-4" 65'-6" 11'-4"
232'-1"
22'-4" 204'-0"24 SPACES @ 8'-6" EA.
5'-4"8"4'-5"
8"
7'-
0"
18
'-0
"2
3'-
0"
DR
IVE
WA
Y1
8'-
0"
4'-6"
3'-
6"
TY
P.
4'-
0"
248'-2"
5'-8"TYP.
5'-
0"
5'-
0"
11'-8"
21'-6"
23'-4"
19'-11"
13'-4"
25
'-0
"
25
'-1
"
4'-10"
14'-0"
44'-7"
15'-6"
3'-9"
24'-6"
2'-
4"
1'-0"3'-0" 15'-0" 30'-0" 15'-0" 15'-0" 15'-0" 25'-0" 15'-0" 15'-0" 30'-0"
3'-
0"
FINISH FLOOREL.= 16'-10"
R 20'-0"
R 20'-0"
44
4
44
MATCH
LINE
MATCH
LINE
STAIR #1
SLOPE1:50 MIN.
22
59
45
21 1
ROOF HIGH POINTROOF HIGH POINT
LOAD BEARINGWALL BELOW
ROOFHIGHPOINT
SLOPE1:50 MIN.
LOAD BEARINGWALL BELOW
MECH. AREA200
MECH. AREA201
DO
WN
UP
42'-6"5 SPACES @ 8'-6" EA.
12" PROVIDED @ PARKING SPACES ADJACENT TO WALLS.
17'-0"
12" PROVIDED @ PARKING SPACES ADJACENT TO WALLS.
76'-6"9 SPACES @ 8'-6" EA.
12" PROVIDED @ PARKING SPACES ADJACENT TO WALLS.
17'-0"
12" PROVIDED @ PARKING
SPACES ADJACENT TO WALLS.
59'-6"7 SPACES @ 8'-6" EA.
5'-0" 5'-6"
4'-
6"
13
'-6
"1
'-4
"
13
'-4
"
25
'-6
"1
0 S
PA
CE
S @
8'-
6"
EA
.3
'-1
"
20'-0"
DRIVEW
AY
8'-6"8"
4'-
6"
10
'-1
0"
4'-
0"
5'-0" 5'-0" 5'-0"
1'-
4"
5'-0" 5'-0" 5'-0"
1'-
4"
24'-0"
2'-4"
FINISH FLOOREL.= 16'-10"
R 40'-0"
R 52'-0"
140°
141°
100°
17
232323
12 12
6
6 6
6
666
99
SLOPE1:150 MAX.
1111
11
13 13
14
14
14
14
14
21212121
2121
SLOPE
1:150 MAX.
SLO
PE
1:1
50
MA
X.
15 15
15
15
99
22
22
22
22
22
22
22
22
2222
WPWP
WPWP
WPWP WPWP
3
16 16
2727
27 27
2727
2727
2727
1717
29 29 29 29 29
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLOPE1:150 MAX.
SLO
PE
1:1
50
MA
X.
11SLOPE
1:150 MAX.SLOPE
1:150 MAX.SLOPE
1:150 MAX.SLOPE
1:150 MAX.
SLO
PE
1:1
50
MA
X.
SLO
PE
1:1
50
MA
X.
SLOPE1:150 MAX.
SLOPE
1:150 MAX.
SLOPE
1:150 M
AX.
SLOPE
1:150 MAX.
SLOPE
1:150 M
AX.
30303030
10
10
SLOPE1:150 MAX.
SLO
PE
1:1
50
MA
X.
13
17
4"
4" 4"4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
7
1
2
7
7
5
5
5
5
53
3
1BUILDING 2- PITCH PAN DETAIL
SCALE: 1/8" = 1'-0"ABUILDING 2- PARTIAL DECK PLAN
1
3
5
7
PERMIT COMMENTS 09-13-18PERMIT COMMENTS12-14-18OWNER REVISION04-05-19OWNER REVISION09-10-19
trinitycre.com
BLUE LAGOON SHOPPESPREMIUM RETAIL OPPORTUNITY
NW
57T
H A
VE (R
ED R
OA
D)
BLUE LAGOON DRIVE
RAMP TO ADDITIONAL PARKING ON ROOF DECK ABOVE ALL RETAIL SPACE
STAIRS TO RETAIL PARKING DECK
STAIRS TO RETAIL PARKING DECK
38,0
00±
VPD
38,0
00±
VPD
CHRIS [email protected]
FOR MOREINFORMATION:
131 SURFACE PARKING SPACES
PARKING
68 PARKING DECK SPACES
STAIRS TO RETAIL PARKING DECK
CROSS PARKING AGREEMENT WITH HOTEL PARKING GARAGE
