08-40-2754" AD
(1030 SQ. FT.)
23
4" AD
(950 SQ. FT.)
4" RD
(2900 SQ. FT.)
4" RD
(2100 SQ. FT.)
4" AD
(300 SQ. FT.)
4TH FL. 4TH FL.
--4" RWL 8" RWL 4" RWL
(3000 SQ. FT.) (4620 SQ. FT.) (2600 SQ. FT.)
3RD FL. C 3RD FL.
6" SD CO
(2900 SQ. FT.)
a" sD
(4620 SQ. FT.)
tl N
2ND FL 6" SD (5900 SQ. FT.) (050 SQ44.(3,' FT) 2ND FL.
(3000 SQ. FT.)
RWL
90 SQ. FT.)
C 4" AD
6" SD 6" SD (600 SQ. FT•)3 AD
(1980 SQ. FT.) (2940 SQ. FT.)390 SQ. F I.)
4"
CO
4" (2940 SQ. FT.)
6" RWL "
SD (2940 SQ. FT.) (3590 SQ. FT.) 4
4" AD
(960 SQ. FT.) CO"
4 A
DSO. (30C
FT.)
(300
1" SD
300 SQ. FT.)
4" AD 4
(300 SQ. FT.)
�" SD
600 SQ. FT.)
" SO
300 SQ. FT.)
4"
4" AD
(300 SQ. FT.)
6" SD
(2100 SQ. FT.)
.10" SD
(12620 SQ. FT.)
B" SD
(6530 SQ. FT.)
" SD
)00 SQ. FT.)
4" RD
(2000 SQ. FT.)
---4" RWL
(2000 SQ. FT.)
VID F\ -
416 AD
(200 SQ. FT.)
NO F�
40 RD
4" AD �' (800 SQ. FT.)
(200 SQ. FT.)
4"
4" 4" RWL DN.
4 RWL (800 SQ. FT.)
(400 SQ. FT.)
\N� • F�• k�N F\-•
4" RD
(2700 SQ. FT.)
•W
V V Y V v V V V
V UGC, v V {i r r W
V W V U VCV �u
• U V G • V (i
Vu.. VVW v � u V1: iJu W u W
{i V Ci V U VVU V V
• V W V W V V G O V
O V • • • • ii W V U
• v a v v • r•
• V • 4 V V V V V
• • V V r V 4 �
� uvWo• •i.r (.Wvu
vu yr W v • r •
r•vr s r u v
V U • • Y U
W V V W W • Y
•• G• V Y W W u W U V u V V V V U J V
4TH FL.
4TH FL.
4" AD
(765 SQ. FT.)
4" RWL
4" RWL
(2900 SQ. FT.)
(2100 SQ. FT.)
4" AD
(790 SQ. FT.)
"
3RD FL. (a00DSQ. FT.) 6" SO (740 SQ. FT.)
3RD FL. (1 90 SQ. FT.)
4" AD�_
4" [6" SD (1830 SQ. FT.) 4"
(1590 SQ. FT.)
(12007 SQ. FT.)
4" RD
(2500 SQ. FT.)
--IIIc
Y
4" 6" SD7
4"
(300 SQ. FT.)
20 FL. 4" (3420 SQ. FT.)
2ND FL.
4" RD8„
(3000 SQ. FT.)
SD 4" RD
(4620 SQ. FT.) (2 600 SQ. FT.)
ca
4" RWL
(765 SQ. FT.)
4" AD
(300 SQ. FT.)
4TH FL. 4TH FL.
--4" RWL 8" RWL 4" RWL
(3000 SQ. FT.) (4620 SQ. FT.) (2600 SQ. FT.)
3RD FL. C 3RD FL.
6" SD CO
(2900 SQ. FT.)
a" sD
(4620 SQ. FT.)
tl N
2ND FL 6" SD (5900 SQ. FT.) (050 SQ44.(3,' FT) 2ND FL.
(3000 SQ. FT.)
RWL
90 SQ. FT.)
C 4" AD
6" SD 6" SD (600 SQ. FT•)3 AD
(1980 SQ. FT.) (2940 SQ. FT.)390 SQ. F I.)
4"
CO
4" (2940 SQ. FT.)
6" RWL "
SD (2940 SQ. FT.) (3590 SQ. FT.) 4
4" AD
(960 SQ. FT.) CO"
4 A
DSO. (30C
FT.)
(300
1" SD
300 SQ. FT.)
4" AD 4
(300 SQ. FT.)
�" SD
600 SQ. FT.)
" SO
300 SQ. FT.)
4"
4" AD
(300 SQ. FT.)
6" SD
(2100 SQ. FT.)
.10" SD
(12620 SQ. FT.)
B" SD
(6530 SQ. FT.)
" SD
)00 SQ. FT.)
4" RD
(2000 SQ. FT.)
---4" RWL
(2000 SQ. FT.)
VID F\ -
416 AD
(200 SQ. FT.)
NO F�
40 RD
4" AD �' (800 SQ. FT.)
(200 SQ. FT.)
4"
4" 4" RWL DN.
4 RWL (800 SQ. FT.)
(400 SQ. FT.)
\N� • F�• k�N F\-•
4" RD
(2700 SQ. FT.)
•W
V V Y V v V V V
V UGC, v V {i r r W
V W V U VCV �u
• U V G • V (i
Vu.. VVW v � u V1: iJu W u W
{i V Ci V U VVU V V
• V W V W V V G O V
O V • • • • ii W V U
• v a v v • r•
• V • 4 V V V V V
• • V V r V 4 �
� uvWo• •i.r (.Wvu
vu yr W v • r •
r•vr s r u v
V U • • Y U
W V V W W • Y
•• G• V Y W W u W U V u V V V V U J V
L6" SD
(4950 SQ. FT.)
6" SD
(2000 SQ. FT.)
CO CO -90 F\' ANO 4\.
��
4" SD 4" AD 4"
(400 SQ. FT.) (600 SQ. FT.)
ANO F\.•
6" SD \N�• F�
(2600 SQ. FT.) 4»
CO
4 AD
6" SD 880 SQ. FT.) 4"
to (2200 SQ. FT.)
„A" "
•` 4 ^AD
N^
12" SD
(19150 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.)
I"" SD
6950 SQ. FT.)
SD
900 SQ. FT.)
COOG
XINT GALLONS OIL
2( WAY 1
12" SD -� COOG
(19950 SQ. FT.) �
4" AD
(300 SQ. FT.)
FOR CONT. REFER
TO CIVIL DWGS. 4"
4" AD "
(300 SQ. FT.) 4" So
FT.)
4"
" SD
(i DOD SQ. FT.)
(4100 SQ. FT.) (SEE
FOR CONT. REFER
TO CIVIL DWGS.
4" AD
(300 SQ. FT.)
4n
NAN " SD
(1 300 SQ. FT.)
r
6" SID
SQ. FT.)
5TOf'1�1 WATER FIFIN(z- 150t'lETibIC
N.T.S.
(900 SQ. FT.)4" AD
\ F\-• 4" S (300 SQ. FT.)
(1500 SQ. FT.) �\ r
F\, 6 SD
4" AD CO \0 4" (1640 SQ. FT.)
(600 SQ. FT.) 2 --WAY
N
4 ." CO Z) COOG
TD
(400 SQ. FT.)
/X750 GALLONS OIL
4n S INTERCEPTOR
(2100 SQ. FT.) (SEE DETAIL)
i" SD FOR CONT. REFER
1640 SQ. FT.) TO CIVIL DWGS.
12" SO --/ k- FOR CONT. REFER
(16370 SQ. FT.) TO CIVIL DWGS.
,
#26000522
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL
MONEY J. MATEU
AM 0009220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4669 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 ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATFU
ARCHITECTURE INC. UNLESS OTHERWISEPROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME_
P-203.DWG
PROJECT NO:
MA0605
DRAWN BY.
JMM
CHECKED NY:
JMM
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
-2LBD COMMENTS -03-13-08
&,HEET TITLE 1
' I
STORM WATER
PIPING ISOMETRIC
SHEET: OF.
P-203 12
\,
► F
4" AD
(765 SQ. FT.)
4" RWL
(2700 SQ.
FT.)
4"
SRO F`.
4" AD
4" RD
(2500 SQ. FT.)
"
4 AD
(850 SQ. FT.)
(300 SQ. FT.)
4" RWL
(765 SQ. FT.)
4„
"
\o• F�.
k.FN F\-•
4" 4" AD
(875 SQ. FT.)
N0 F\-•
`�
TD
4
"
(200 SQ. FT.)
(1400 SQ. FT.)
TO
4" RWL
(2500 SQ. FT.)
4" RWL
(875 SQ. FT.)
(400 SQ. FT.)
4" RWL
" RAIL
(3550 5Q.
FT.)
(300 SQ. FT.)
\� • F\-
n
„
4" RD 4
1-4m RWL
(200 SQ.
FT.
4N
RWL"
(765 SQ. FT.)
�(ZO FL•
4 (300SQ. FT.)
(1600 SQ. FT.)
CO
CO
\• F
6"
4" RWL
4" SD 4"
4" 5D
(300 SQ. FT.)
4" RWL
(765 SQ. FT.)
(875 SQ. FT.) CO
0
(1600 SQ. FT.)
6" RWL
F\-
4"(300SQ. FT.)
(4950 SQ.
FT.)
Na
CO
0
40 SD
"
(200 SQ. FT.)
4" S
(700 SQ. FT.)
(900 SQ. FT.)
4"
4" AD
`
n
RWL
(1600 SQ. FT.)
L6" SD
(4950 SQ. FT.)
6" SD
(2000 SQ. FT.)
CO CO -90 F\' ANO 4\.
��
4" SD 4" AD 4"
(400 SQ. FT.) (600 SQ. FT.)
ANO F\.•
6" SD \N�• F�
(2600 SQ. FT.) 4»
CO
4 AD
6" SD 880 SQ. FT.) 4"
to (2200 SQ. FT.)
„A" "
•` 4 ^AD
N^
12" SD
(19150 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.)
I"" SD
6950 SQ. FT.)
SD
900 SQ. FT.)
COOG
XINT GALLONS OIL
2( WAY 1
12" SD -� COOG
(19950 SQ. FT.) �
4" AD
(300 SQ. FT.)
FOR CONT. REFER
TO CIVIL DWGS. 4"
4" AD "
(300 SQ. FT.) 4" So
FT.)
4"
" SD
(i DOD SQ. FT.)
(4100 SQ. FT.) (SEE
FOR CONT. REFER
TO CIVIL DWGS.
4" AD
(300 SQ. FT.)
4n
NAN " SD
(1 300 SQ. FT.)
r
6" SID
SQ. FT.)
5TOf'1�1 WATER FIFIN(z- 150t'lETibIC
N.T.S.
(900 SQ. FT.)4" AD
\ F\-• 4" S (300 SQ. FT.)
(1500 SQ. FT.) �\ r
F\, 6 SD
4" AD CO \0 4" (1640 SQ. FT.)
(600 SQ. FT.) 2 --WAY
N
4 ." CO Z) COOG
TD
(400 SQ. FT.)
/X750 GALLONS OIL
4n S INTERCEPTOR
(2100 SQ. FT.) (SEE DETAIL)
i" SD FOR CONT. REFER
1640 SQ. FT.) TO CIVIL DWGS.
12" SO --/ k- FOR CONT. REFER
(16370 SQ. FT.) TO CIVIL DWGS.
,
#26000522
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O L
N Lu �
P
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J
� z
t
CD
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At
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N
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL
MONEY J. MATEU
AM 0009220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4669 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 ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATFU
ARCHITECTURE INC. UNLESS OTHERWISEPROVIDED
FOR BY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED BY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME_
P-203.DWG
PROJECT NO:
MA0605
DRAWN BY.
JMM
CHECKED NY:
JMM
ISSUE DATE:
DECEMBER 10, 2007
REVISIONS
-2LBD COMMENTS -03-13-08
&,HEET TITLE 1
' I
STORM WATER
PIPING ISOMETRIC
SHEET: OF.
P-203 12