12-86 4OF7-095i
M �
3 4
0 0 �
/
10 1 11 1 12
` - 6"SANITARY " LOW GRADE, \
FO SEE CIVIL \
R LOW GRADE - / I .1
\ / _ _ -, 10" STORM DRAIN "A" (11,674 F) & \
L _ - FOR CONT. S LD G _ _ - - - 4" CONDENSATE B" B .8
S BELOW GRADE, - SE
-20) DECORATIVE MANHOLE I.E. FOR CONT.
P.) SEE DETAIL ON SHEET D -P3.01 CO 6" I.E. = w / 2" FROM SUMP U
A VENT, OR CONT. SEE .2 \
LE_ =7_ CO W D. CML D i. S E ML DRAWINGS'
\ - - _ I.E. = 6.78 O _/ I.E. 8. Z.3
I.E. 6.91
\ - O 8" T \/ /
\ l r
" SUM PUMP IN ' / \ 10.4
/ -1 STORM D 3d SF) & 4! SAN. _ I.E. = 7.77 4 VENT - \ ELEVATOR PR / \ \
\ PLAN$ X60 BELOW GRADE \ / • 2», / /SUMP PUMP IN \ \ '
' "A" B RARE, FOR CONT. SEE - 0 �� -� 4 NT( *) I.E. :45 \ \
K 10.1 I - \\ \ _ ELEVATOR PIT \
TO STRUCT. DRAINAGE \ 1 ` ` 0.3
I \ S -31 FOR COW. SEE `, - 4» S
CIVIL DWGS. C2.06 _ • co _ / 1 10.2 .r
24° \
SUM x10" I _ / ,
_ 1 �s"-j
\ i ELECT. I p < o r
C -1 ROOM C ``r / " C WL 4" *) 641
/ c�r ®� F S. TENANT-
24 25 (224 , �' 3 /` ,� , / / /\ i' ' \ \�
9 0 S� 0-
9 l \ \ WL
4
/ WL 6" RW , \
/ 35 F / / \�� // \ �\ 4A
( I i UMP PUMP IN ,\ �\ ,� i _ \ (288
J \ I \ \ 6 "01 8" SLIOPE ' ELEVATOR PIT. \ /� / \ \ \
"CONDENSATE "A" BELOW I \ I (3384 SF) 1 \ 2" \ 11.4 / / / \ \� 5 12.1
L1 C -1 3 ' / /4 SAN
WE, FOR C . SEE F - -, - - ® \ r 6" (387 SF) / / T" O \ y
I VIL PLANS / I L-V- E�UP \ \� Q \ / 12.2
I _ /
I I \ r ' � � _ �// 2" * \ I.E. = 8.77
' 430 TONS C 1 4" , I () •
pJ - I I ��4 r r� \ \ 4 \
r
I L _ p - »
1 1 2SF) I.E.- 8.11 4" / 11.9 , / \ /\ , < > 6" 4
\ \ \ \ \ / -7 "� \ \ �/ s, E' BE GRADE
yy / / \ CONT. SEE CIVIL P S
- - - _ 2SSF BELNW I 1 i 1 - RESTA A T- 011'
1 I I RSF 16 \> 2.
E--FOR NT-. I �-_ - - / \ 6"
I S MLP S I 4» SI I I / \,\ I I 12.7 \- \/ I.E= 1
13
14
15
16
17
GREASE TRAP CALCULATIONS
CALCULATIONS FOR MINIMUM GREASE TRAP CAPACITY
REQUIREMENTS ARE BASED ON 1600 GALLONS FOR
EVERY 150 SEATS, AS OUTLINED IN THE "MINIMUM
DISPOSAL FACILITIES - FOR EATING AND DRINKING
ESTABLISHMENTS" TABLE OF THE 1993 SOUTH FLORIDA
PLUMBING CODE 4615.5
--MAXIMUM PERMITTED SEATING CAPACITY FOR RESTAURANT
ESTABLISHMENTS IS 2,250 SEATS.
2,250 SEATS / 150 = 15.0 x 1600 GAL=
24,000 MINIMUM CAPACITY REQUIRED.
EACH GREASE TRAP TO BE 3,500 GAL
24,000 / 3,500 = 6.86 SAY 7 MINIMUM NUMBER
OF GREASE TRAPS TO BE PROVIDED
NOTE:
TOTAL OF 11 GREASE TRAPS ARE INDICATED ON
THESE DOCUMENTS TO PROVIDE FLEXIBILITY FOR
FOOD ESTABLISHMENT LOCATIONS
GENERAL NOTES
1. ALL DRAINAGE PIPING 4" AND LARGER
SHALL BE SLOPED AT 1/8" PER FOOT
MINIMUM
2. ALL DRAINAGE PIPING 3" AND SMALLER
SHALL BE SLOPED AT 114" PER FOOT
MINIMUM
3. 4 11 12 13 AND 14 NOT USED
3. ( *) COORDINATE WITH "NIKE' REQ'TS.
AND PARTITIONS
L - gq - - - J I.E.= 8.54 L - I - J L I I r r WL \' r /\ / \'
8" 8"SLOPE "01/8"/FT ^ ( *) 6" 4B \
ii \
_ (8 SF) 9 6"GW (4910SF) / 3• - - / ' 4 "R 17 (*(2690 SF / \ \� $ , � 4"
(9��� 13.1 ' / (2528 F) 3
\ \
4 10
4" CONDI ' ' r REST N » A �\
BELOW G .E. 6.87 / I I \ \ \, ; \ 4 SAN 3 \ > 13.4
I I \ , co \
FOR CO T r - 7 f _1I <
/ \ �
SEE CIVIL S 4 s" I I I I I I \' \i
- - - - - - 3" L - - - I I I 1 \ / \, / \ \
- - - - -}- i
\ \ /X\
7 I (56 1SF CO. \ I i DIN UP `I / / \ �' \ \
H - - ' f
CO L - J L - - - J / \ \ ' ��C �' RWL 6" RWL < \ ^ \
C I.E. 7.10 WL �� - /
1W \ % L J SUMP PUMP IN C / 5 (4927 SF)
< 8" / \
6"01ITSLOPE i ESCALATOR PIT, SEE DETAIL / \'
- - (1910SF) f FROM SUMP PUMP, �- ON SHEET D -P3.01 I:E. = 8,52 \ "� G , \/ \ I.E= 6.60 \ CO \ \ 13.9
_L4 "_RWL \ .SEE CIVIL PLANS I.E. = 9.00 CO � �' 'C $ �GW � ^ CO \ I. = 9.72
I (191 OSF) i \�, �" > 10 \ 6" 8•
4 /
47 I.E. =:'-z9.89 \ 8w STORM DRAIN" B" (5570 SF) AND / \ , \ \
15 _ _ _ _ _ _ I 4 CONDENSATE E' BELOW GRADE \ \ \
- S
FOR CONT. SEE CIVIL PLANS 3"RWL UP L 8'(66047Sf \
/ '�.. (989SF) 1 / , O ��, 4" \ �> 2 4 \/
4 1 I.E. = 8.18 \ \ , \
' 4 "sA"
2"CD\
107
TEN - \ C
\ % FOUNTAIN AND FOUNTAIN EQUIPMENT ,, �, G < WL 6" RWL / /
VAULTS.(000RDINATE AND VERIFY LOCATIONS \ 4" \ \ , \ 6" 6 (5589 SF)
/ 1 AND CONNECTIONS WITH FOUNTAIN CONTRACTO . I.E.= fib \\ ' \
8 "STORM DRAIN -C'(7036 SF) & , � <� \ >>__ \'' WL <\ \ > '\
I I I » O G CO \/�\�- 3'(1120S�\ \ 4"
� � I 4 CONDENSATE �' BELOW RAD � - -
FOR CONT. SEE CIVIL PLAN E 2 \ \' \ v / 20 - \ �L (718W SF) \ E. 7.87\ 15.5
\ I.E. ,
I I STORM DRAIN "F"(6316SF) & ,'�� / 4
' I 4" CONDENSATE BELOW GRADE, \ CO
FOR CONT. SEE ML PLANS \ g ST \ " / ' BELOW \
F � \
I 8"STO M DRAIN 5 17'STORM DRAIN "D"(19,435 SF) & 13.5 / \ \ ' �' /'\ < \ \ \ 6 E, CONT. 16.5
• 3" 338SF `' /
- i 4 CON ENSATE BELOW GRADE, 47CONDENSATE BELOW GRADE, FOR RWL ( ) /,i �, \ \ \ EE CM S
LE. -8.27 I.E. =7.93 FOR TNT. SEE CML PLMS- CONT. SEE CML PLANS 4 9 / CO
10"(12 7
J - - I _ _ I I 8 "STORM DRAIN "E" (593 G SF) I.E. 18 3355fF ,�
L - - J - L _ I I.E. = 8. OR COW. SEE CIVIL B L PLANSE, ( • '. / > �' \ \ \\ ` ^ '
r -I- -'- I CO r i 4» CD ST
/ 3�' 1 I.E. =7.60
p - -�- - \ .9 / -� _ I I I I- -� - I.E. _ �l. 3 4» I.E. =8813 4 \ i\ \ < �- - - \ 17.9
I
�426SF) 3"I (1098 F) , RWL UP WL - - �, - - I ` t' o - CO 14 L _ L I 0 F � 1.�. =8.27 / g' � 2 I 1 I
C -118 L /
r ' 0' I C -1 17 ' ( - 1 I (762SF) y>, -108 \\ \ \� \ \
• TENANT -B14 ° ' 1 1 8" 5935 SF ' G <
( ) \ TENANT B 10
;� RESTA LT -B13 ; 8"(5218SF) L - J r - -
- - - - - - r ' 13 ' q3) o �' 4 / 5565SF > \ I \ \
/ / 2 "CD I � \ �/ �( ) 8 \ � ,/
F_ -I 6" RWL I L -
� (5357 SF) L 6" RWL 4» I » NT -B12 ,., C -115 -1 WL 3" -11 CO, \ `� \ \, \. ,\/ \ ,/ <
-I \\ --- - - -� -� 12 (3862SF) r �- " r -� _ r _ 11A (106
L J � 8" TENANT B11B I - - 1 A
C_ rc -, " 1 I. - .8 I I I ' L 16"J C\ I » <' \ \ \ . `\ -� - _ \I /\ , / \
- - - WL C L -i - L 6" RWL _ > \ , •
4 RWL UP - - - I 4 6" I.E -6.51
RESTAU 1� SA " \ \ i
(1356SF) 23 - 0 I.E. -7.97 I (3656 SF) COI 4 1 \ /. \�-
/_�" 2 "CD S S S I " �' \ \ �' \ - /� \ \ \� J \
,I:E.-6.1 22 6"GW 15 - /
� LIMP � N
Or SAN S I 6"GW ��47 I.E =9.25 \\ � <
- - - L w I.E. =8.83 I.E. =8.83 " 1 SUML' PUMP . / \,� ,� \ \\ �i
\I.. -8.83 - E E I Cu •18 I.E. =7.91 47VENT WL 3" " \ IN ELEV. PIT \ \ \ v \ \ \
I.E. 7.91 21 - / \ \
� _ �
\ \n nn + I I EV.
C -120 N 6"I » S "SAN S - \ / E UIP. 1 E 2 I ,/ �/ \ \i \\ , v \ FF
�� \
6 - - - - - -A 6"G -S I - - - - 16 T C3 ------ - - - - -- I\ \
\ " " -�-- - -- 3"VEN CO Lt C del. C .29 I:E.= 5.23----- - - - -/\ '- ST -C3
\\ - -- ..
.E. =6.07 v \\ \CO 6" CO GW GW 0 -1 10 I /
C - - - - - - - - -SAN, -SAN - - SA » SAN \ c ,11 12 EE \ IF—
SAN 6" CO L -r J SAN CO i ICO CO Co CO 6"� 6" "� 4 0 i \ LOPgDI�NG ' ECE G - J S _
W_
CO W GW GW O O O - - - - -- - -- / -- I - F UP I \
v
.E. =5.80 I.E. = 3.49 -- - - - - -�- f - -4- - -- -- \ - - - \�
I.E. = 3.99 L J \
2 "ELEVATPR"SUMP PUMP \ '
BE GRADE, FOR CONT. ' ' 4"VENT BELOW GRADE ' SANITARY BELOW GRADE, FIN. GRADE , / DD
SEE HEET B -P3.00 3,500-GALLON GREASE TRAPS BELOW GRAD F R CONT. SEE CIVIL PLANS
\'
W/ HEAVY DUN (HS -20) MANHOLE COVERS i (NP)
SEE DETAIL ON SHEET P6.00 \ \
/ /
Q R S.1 T U V W x X•1 Y Z
Ell
1
2
BLDG. C UNDERGROUND PLUMBING PLAN
SCALE:1 /16"-1' -0"
3
0
7
0 •
E
\Z
AA
10 11 12 � 13 14 15
16
KEY PLAN
17
FirC
Im
1 "1'x(.)1 "2119mi m
INATIONAL CITY CENTER
P.O. BOX 7033
INDIANAPOLIS, IN 46207
(317) 636 -1600
L
i
I
H
G
1:1
THE
COMRAS
COMPANY
1111 Lincoln Road Mall
Suite 510
Miami Beach, FL. 33139
(305) 532 -0433
�q
0
w
E
11!C•)I
ARCHITECTURE • ENGINEERING
PLANNING • INTERIOR DESIGN
OF
5960 S.W. 57TH AVE.
MIAMI, FLORIDA 33143
TEL (305) 666 -5474
EAA
FAX (305) 666 -4994
0002416
EB 0002354
MARIO H. GUTIERREZ, P.E.
FL. MECHANICAL ENGINEER
REG. N0._- 0019687
"
f •
-
ISSUE DATE
-O
-O
.Cq
c
: °
•�
REVISION DATE
08 -07 -96
PRICING DOC.
12 -10 -96
-
0 02 -12 -97
- O
Z
04 -14 -97
- U
_w
.0
Bof
CADD FILE NAME
CP300 -RT
DRAWING TITLE
BLDG C PLUMBING
SHEET NUMBER
A
C -P3.00
OF