08-40-2764" RD
(2900 SQ. FT.)
4" RD
(2100 SQ. FT.)
(1030 SQ. FT.)
\--411
4" AD
(950 SQ. FT.)
4" AD
(300 SQ. FT.)
4TH FL.
4TH FL.
4TH FL.
4TH FL.
4" RWL
4" RWL
y U .i u V Y
4" RWL
4" RWL
(3000 SQ. FT.)
(2900 SQ. FT.)
i
♦
(2600 SQ.
(2100, SQ. FT.)
4" AD
(790 SQ. FT.)
3RD FL. (800DSQ. FT.)
6" SO (740DSQ. FT.)
3RD FL.
4w AD
3RD FL. (1090 SQ. FT.)
4" AD
4" 6" SD
(1590 SQ.
(1830 SQ. FT.)7 411
FT.)
U r
(1200 SQ, FT.)
8" SD
i
r• 4
♦ U
► •
(4620 SQ. FT.)
411
SD
� � i U
4"
V
" U
2ND FL 4""
::(2600
f6w
420 SQ. FT.)
2ND FL.6" SD
2ND FL.
"
(3000 SQ. FT.)
8" SD
SQ. FT.)
w
RD
SQ. FT.)
FT.)
U"
CLIP(4620
• u G
4• v•/
TIP
4w
(1030 SQ. FT.)
\--411
4" AD
(950 SQ. FT.)
4" AD
(300 SQ. FT.)
4TH FL.
4TH FL.
V4 U
4" RWL
8" RWL
y U .i u V Y
4" RWL
(3000 SQ. FT.)
(4620 SQ. FT.)
i
♦
(2600 SQ.
FT.)
3RD FL. CO
•
3RD FL.
6" SD CO
(2900 SQ, FT.)
u
U r
8" SD
i
r• 4
♦ U
► •
(4620 SQ. FT.)
• V
r
f W • J
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' w
V
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G ••
G
�"
2ND FL.6" SD
(5900 SQ. FT.) (10 0520 SQ. FT.)
2ND FL.
U V y
�+ V U
(3000 SQ.
FT.)
U"
UV
w
• u G
4• v•/
TIP
4w
4" RWL
(3590 SQ.
FT.)
C
4" AD
4"AD
•'
6" SD
6" SD (600 SQ. FT.)
r V
(390 SQ.
FT.)
(1980 SQ. FT.)
(2940 SQ. FT,)
h i ti i• i "
•r
r
' Y
4"
4"
(300 SQ. FT.)
w
CID
c
" 4"
(2940 SQ.
FT.)
4 RWL
(200 5Q.
FT.
4"
6" RWL
(2940 SQ. FT.)
" SD 1
(3590 SQ. FT.) 4
4" AD
(9 60 SQ. FT.)
��0 F\"
4 (300 SQ. FT.)
4"
CO
4-0 D
(300O. FT.)S
CO
(30(
" SD
300 SQ. FT.)
4" AD 4"
(300 SQ. FT.)
" SD
600 SQ. FT.)
" SD
300 SQ. FT.)
4"
4" AD
(300 SQ. FT.)
6" SD
(2100 SQ. FT.)
-10" SD
(12620 SQ. FT.)
8" SD
(6530 SQ. FT.)
to --
4" RD
(2000 SQ. FT.)
—4" RWL
(2000 SQ. FT.)
-Ra F\.
4" AD
(200 SQ. FT.)
a 4" RD
4" AD �N (800 SQ. FT,)
(200 SQ. FT.)
4"
4" "1 4" RWL DN.
4 RWL (800 SQ. FT.)
(400 SQ. FT.)
4" RD
(2700 SQ. FT.)
ho F\-
-4" RWL
(2700 SQ. FT.)
F\-•
4" AD
(765 SQ. FT.)
— 111
4" RD
"
D
V4 U
" y
� '•'
y U .i u V Y
y
M
Y y
i
♦
U
V`"yi
1• y w
Y
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4
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U r
►
i
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♦ U
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• V
r
f W • J
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V
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G ••
G
�"
i
iii "ii
•
U V y
�+ V U
U"
UV
w
• u G
4• v•/
TIP
(1400 SQ. FT.)
I' G•
��
:Y•r
•'
� y
y U
r V
•
►
V
'
• 4 G G
h i ti i• i "
•r
r
' Y
G G i
! **an �
4" AD
D
(2500 SQ. FT.)
(850 SQ. FT.)
(300S4. FT.)
4" RWL
(765 SQ.
FT.)
4"
4"
\\� • F •
k�H F\-•
4" AD
(875 SQ. FT.)
N� F\-•
TD
4w
"
TIP
(1400 SQ. FT.)
��
4" RWL
(200 SQ.
FT.)
TD
(400 SQ. FT.)
"
4 RWL
(2500 SQ. FT.)
(875 SQ. FT.)
6" RWL
(3550 SQ.
FT.)
(300 SQ. FT.)
w
F\- „
\0 • "
4 "
4 RWL
(200 5Q.
FT.
4"
RWL
(765 SQ. FT.)
��0 F\"
4 (300 SQ. FT.)
4" RD
(1600 5Q. FT.)
CO
CO
6"
4"
(300 SQ. FT.)
4" RWL
4" SD
(765 SQ.
FT.)
4" SD
(875 SQ. FT.) CO
O 4" AD
(1600 SQ. FT.)
F�•
6" RWL
F\,.
4{300 SQ. FT.)
kZN
(4950 SQ.
FT.)
ZNa
CO
0
4" SD
4" AD
(200 SQ. FT.)
4" S4"
(700 SQ. FT.)
(900 SQ. FT.)
4" AD
of
4" RWL
(1600 SQ. FT.)
L 6" SD
(4950 SQ. F
6" SD
(2000 SQ. FT.)
CO SRO F\' `LNG .
w
x(400 DSO. FT.) (600DSQ. FT.)4
NG F\,•
2
6" SD
(2600 SQ. FT.) 4"
4" An CO
�-6" SD 880 SQ. FT.) 4"
(2200 SQ. FT.)
\N F\,• "AD
"An`� 4 r%r% t
.12" SD
(1 9 150 SQ. FT.)
" SD
300 SQ. FT.)
CHECK
VALVE
DUAL PUMP -
SUMP PUMP
(SEE DETAIL)
4" SD
(800 SQ. FT.)
4" AD V
(300 SQ. FT.)
12" SD -/2-WAY
(19950 SQ. FT.) COO(:�DG
4" AD
(300 SQ. FT.)
4"
wAll " SD
(1300 SQ. FT,)
r (2200 SQ. FT.)
a
Iw
SD
50 SQ. FT.)
4" SD
(900 SQ. FT.)
" SD COOG
(4100 SQ. FT.) SD COOG
COOG
COOG
750 GALLONS OIL
INTERCEPTOR
(S
"" EE DETAIL)
6 SD
(4100 SQ. FT.)
FOR CONT. REFER
TO CIVIL DWGS.
4" AD
FOR CONT. REFER (ion SQ. FT.)
TO CIVIL DWGS. 4"
4" AD
(300 SQ. FT,)"
4 SD
(700 SQ. FT.)
4"
4" SD
(1000 SQ. FT.)
5T0FR1`*I WATER F I F INCA 1501 FHT' I G
N.T.S.
(900 SQ. FT.) \ \ 4" AD
F\-• 4" S (300 SQ. FT.)
(1 500 SQ. FT.) w
6 SD
4" AD CIO \N� F�• 4" (1640 SQ. FT.)
(600 SQ. FT.) 2 -WAY
4" COOG
" �...• C'z COOG
TD
(400 SQ. FT.)
COOL `-750 GALLONS OIL
INTERCEPTOR
4" S (SEE DETAIL)
(2100 SQ. FT.)
in SD FOR CONT. REFER
1640 SQ. FT.) TO CIVIL DWGS.
C00
12" SD J/ \` FOR CONT. REFER
(16370 SQ. FT.) TO CIVIL DWGS.
7
#26000522
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL
RONEY J. MATE
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 2D9
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITEGTURE INC
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISEPROVIDED
FOR SY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
DE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED SY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME.
P-203.DWG
PROJECT NO.
MA0605
DRAWN SY
JMM
CHECKED SY:
JMM
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
SHEET TITLE
STORM WATER
PIPING ISOMETRIC
SHEET, OF
P-203 12