08-40-277NUT
/IS HA
'IPE ❑,
LATIO1'
PIPE
SULATI
kDDLE
SHIELD
PIPE PIPE
W/ INSULATION W/❑UT INSULATI❑N
PIPE HANGERS-CLEVIS TYPE DETAIL
N.T.S.
22 3/4
3 1/2' --21/4- 2" MESH REINF.
2"
SECTION A -A
&-V.7M1<A
3' MIN.
A
COVER
r 1" DIA. ANCHOR HOLE
DRAIN STRAINER
"INVERTA-COLLAR"
1/2" TRAP PRIMER
FLUSH WITH
(SHOWN IN LOW
CONNECTION
FINISH FLOOR
POSITION)
4'-6"
ADJUSTABLE
71
ALL AROUND
DRAIN HEAD
1 2
MEMBRANE
IL
FLASHING ;..:.;
"-.
12" MIN.
LOCK
FLANGE
-_
„
O O
I1--•20
I
4"
TO EMERG. ELECT
�IIII
I
2 1/2"
PANEL
Il.ill,�
CAST IRON
DRAIN TAILPIECE TO
DRAIN BODY
2- 5
30 3/4"�
P -TRAP. SEE PLANS
(INSIDE CAULK ILLUSTRATED)
4'-g"
FOR SIZE.
ALL AROUND
ZURN #ZN-415-6SH-P-Y
TYPICAL
FLOOR DRAIN (FD)
DETAIL
N.T.S.
low
MANHOLE WITH CAST
IRON FRAME k COVER
(TYPICAL)
TRAFFIC LID 7" THICK
409°C.C.S
5 0 7" C.C.
CLEANOUT SAMPLING
POINT
25"
�— —
— — --t–_
W
—1.-6.
23"
12'-0"
j3'-4'
4'-6"
1
ILL--------J
low
MANHOLE WITH CAST
IRON FRAME k COVER
(TYPICAL)
TRAFFIC LID 7" THICK
409°C.C.S
5 0 7" C.C.
CLEANOUT SAMPLING
POINT
25"
�— —
— — --t–_
W
—1.-6.
23"
12'-0"
5'-0"
4'-6"
) l
PUMP PUMP
ALL AROUND
3'$--,L F[2') 1
1 2
IL
"-.
12" MIN.
LOCK
O O
I1--•20
I
4"
TO EMERG. ELECT
I
2 1/2"
PANEL
3/4
2- 5
30 3/4"�
45' OFFSET
4'-g"
ALL AROUND
SECTION B --B
12" MIN.
4" OUTLET AT
TYPE B-1 MANHOLE
— — _ —
—
45' UP
FRAME & COVER
FRAME 110 Ibs.
COVER 130 Ih.
ELEVATION
OUSAND
INTERCEPTOR
DETAIL 1750
GALLON CAPACITYI
NO SCALE
-- 22 3/4"
3 1/2" �- 21 /4" 2..
2"
SECTION A -A
A wv/ A
�17
COVER
r 1" DIA. ANCHOR HOLE
25"
23"
2,. 1 3„
L" �1
20 3/4
-
303/4
SECTION B -B
TYPE 3-1 MANHOLE
FRAME & COVER
FOR GREASE TRAP
FRAME 110 Ibs.
COVER 130 Ibs.
INLET
PLAN
MANHOLE (TYP.)
TRAFFIC LID
770
/
V-6" ALL
L T AROUND
12" 3„�
Mill
4” MIN. I 24" LEVEL
INLET OPENING I\_4"MIN.
OUTLET OPENING
(TYPICAL) BAFFLE I (TYPICAL)
GREASE INTERCEPTOR DETAIL
N.T.S.
TANK DIMENSIONS
�— —
— — --t–_
W
H
2000 GALLONS
12'-0"
5'-0"
4'-6"
) l
PUMP PUMP
ALARM HORN
JL
1 2
IL
GREASE INTERCEPTOR DETAIL
N.T.S.
TANK DIMENSIONS
TANK CAPACITY
L
W
H
2000 GALLONS
12'-0"
5'-0"
4'-6"
) l
PUMP PUMP
ALARM HORN
BRING CLEAN OUT TO GRADE
(TYPICAL BOTH INFLUENT AND
EFFLUENT LINES)
OUTLET
"CO" TO BE CAST
CONCRETE PAD IN COVER
GRADE OR PAVING CLEANOUT WITH COVER FINISH FLOOR
THE DESIGN, SIZING AND CONSTRUCTION MUST
CONFORM TO ALL APPLICABLE BUILDING CODE AND
HEALTH DEPARTMENT REQUIREMENTS AND
REGULATIONS, INCLUDING, BUT NOT LIMITED TO
CHAPTER 64E FLORIDA ADMINISTRATIVE CODE.
LONG SWEEP 1/4 BEND OR EXTENSION - SAME
IRONCOMB, "Y" AND 1/8 BEND. SIZE AS SEWER UP
(USE REDUCING TYPE WHERE TO 4" DIA.
REQUIRED.)
-- __— ------T
BUILDING DRAIN OR SEWER MATERIAL DIRECTION OF FLOW
AND SIZE AS SPECIFIED.
EXTERIOR CLEANOUT INTERIOR FLOOR CLEANOUT
(LIGHT TRAFFIC AREA)
DETAIL OF CLEANOUTS
(NOT TO SCALE)
ALARM
LIGHT
-
NEMA 3
SHEET TITLE
0
PLUMBING DETAILS
ALTEtiRNATOR
CONTROL
PANEL
) l
PUMP PUMP
ALARM HORN
1 2
LOCK
O O
TO EMERG. ELECT
PANEL
HEAVY DUTY
TRENCH DRAIN W/
TRASH BUCKET
ACO XHD 475
CLASS C LOADING
(135,000 LBS)
j
.i GG V G W iGiJ i
�7 i i = U6v uC: UVi�
•si G• iW
U V � G i C 4 i •
V
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V i G u V• i ■ V V V " V
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i • V V � V i •
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PIL IN �
LUMP INFORMATION
I
Type: Non -Clog Pumps
Quantity of Pumps: 2 ea.
I
Model NO.: Hydromatic S1113S
Discharge Size: 3" Solids: 2.5"
Rating: 150ea.GPM 9 25ft TDH
--"*—CHECK
OFF VALVE
SHUTVALVE Motor: 3.0 HP 1730 RPM
Elec: 3 PH 6OHZ 460♦
DISCHARGE PIPE
2" Sc1<30 PVC
HEAVY DUTY GALV. STEEL
COVER AND 24x24 ACCESS
W/ ANTI-SKID DIAMOND FINISH.
/ CLASS C LOADING
(135,000 LB )
I SEALTRODE
t Q , �- — I LEVEL CONTROLS
W/AUTO ALTERNATOR
•� y INLET I 4" HIGH WATER ALARM
"PUMP #2 ON
I O Q 4 PUMP #1 ON
m
I
,4
�-- PUMPS OFF
I ,
N
PUMP No. 1 I PUMP No. 2
SEE SCHEDULES I SEE SCHEDULES
I
I f
4• '4
4'-0" sq.
5'-0" sq.
SECTION
STORM EJECTOR SCHEMATIC DETAIL
N.T.S.
10 Pre -Rated Gypsum Wallboard/Stud Wall Assembly
0 Metallic Pipe - A) Steel Pipe - 12" diam. (or smaller) Sch. 10 (or heavier) steel pipe.
B) Iron Pipe - 12" diam. (or smaller) cast or ductile iron pipe.
C) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing.
D) Copper Pipe - 4" diam. (or smaller) Regular (or heavier) copper pipe.
The annular space shall be min. 0" to max. 1" within the flrestop system.
TREMstop IA - Min. 1/2" thickness of sealant applied within opening. Min. 1/4"
cant bead of sealant to be applied at point contact.
U.L. ;AWL 1158
1 or 2 Hour Fire Rated Through
Penetration Firestop for Single
Metallic Pipe through
3 73 5 Green Rd.
ULGypsumWalls using Beachwood, OH, 44122o
'J's t e TREMstop IA.
F -Rating = 1 and 2 Hr. Drawing not to scale
T -Rating = 1/4 Hr.
s
2 ,
4. A
A r
3
(D Pre -Rated Concrete Floors or Block Walls: See Table below for min. thickness.
Metallic Pipe: A) Steel Pipe - 4" diam. (or smaller) Sch. 10 (or heavier) steel pipe.
B) Iron Pipe - 4" diam. (or smaller) cast or ductile iron pipe.
C) Conduit - 4" diam. (or smaller) EMT or steel conduit.
D) Copper Tubing - 4" diam. (or smaller) Type L (or heavier) copper tubing.
E) Copper Pipe - 4" diam. (or smaller) Regular (or heavier) copper pipe.
0 Packing Material -See Table below for the mineral wool insulation requirements.
t� FYRE-SIL - Min. 1/2" thickness of sealant applied within annulus, flush with top
of floor surface or with both sides of the wall assembly.
Min. Thickness Annular Space Min. Packing Material Min. Packing Material F -Rating
of Concrete, in. Range, in, Thickness, in. Density, pcf Hr.
4-1/2 1/2 to 2-7/E 3-1/2 6.0 2
5-1/2 0 to 1-7/9 5 4.0 4
U.L. # CAJ 1064
2 and 4 Hour Fire Rated Through
Penetration Firestop for Single
U
Metal Pipe through
�3735 Green Rd.
Concrete Floors or Walls Beachwood, OH, 44122
-Js t e,p using FYRE-SIL.
Drawing not to scale
F -Rating = 2 and 4 Hr.
T -Rating = 0 Hr.
TEST TEE
THREADED
CLEANOUT
WALL CLEANOUT
(NOT TO SCALE)
ACCESS COVER AND
FRAME
FINISHED WALL
SURFACE
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ARCHITECTURE INTERIOR DESIGNPLANNING
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
4869 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO L 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
MATED ARCHITECTURE I N G.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISEPROVIDED
FGR NY CONTRACT. THE CONTENTS OF THIS
DRAWING ARE CONTIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORI7FD BY THE ARCHITECT/ENGINEERS OF
RECORD.
PHASC
PERMIT DRAWINGS
FILE NAME:
P -204 -DWG
PROJECT NO,
MA0605
DRAWN BY
JMM
CHECKED BY:
JMM
IssuE DATE
DECEMBER 10, 2007
REVISIONS
-
i
SHEET TITLE
PLUMBING DETAILS
SHEET: OF:
P-204 12