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DOMESTIC /FIRE PROTECTION WATER PIPING SCHEMATIC
NOT TO SCALE
PLUMBING FLOOR PLAN
SCALE: I/4"=1'-0'
4
PLUMBING LEGEND-
SYMBOL
ABBREV.
DESCRIPTION
S/W
SOIL/WASTE BELOW FLOOR/GRADE
S/W
SOIL/WASTE ABOVE FLOOR
— — — — — — — —
V
SANITARY VENT
—
CW
COLD WATER, DOMESTIC
F
F
FIRE PROTECTION
---1{1—
COTG
CLEANOUT TO GRADE
—pQ—
SOV
SHUT—OFF VALVE
--�--
SOV/YB
SHUT—OFF VALVE IN YARD BOX
Q
2"
RISER OR UP
�
DN.
DROP OR DOWN
&I
O.S.& Y
OUTSIDE SCREW AND YOKE VALVE
CONN
CONNECTION
OO
FIRE SPRINKLER HEAD
W1.
WITH
ACORN i� 9 --ADA H848TAINLESS STEEL WALL HUNG, BACK
FLR
BOOR
4"
CLG.
CEILING
—
ABV.
ABOVE
BEL
BELOW
CONT.
CONTINUE
TYP.
TYPICAL
R.I.&C.
ROUGH—IN &CONNECT
SEAT AT + 17".
D.P.
DISABLED PERSON
CFH
CUBIC FEET PER HOUR
CONSTRUCTION NOTES
Ot 2"CW SHUT—OFF VALVE IN CONCRETE YARDBOX WITH LOCKING
CAST IRON COVER LABELED "WATER"
O2 2"CW CONTROL VALVE.
�3 2"CW HEADER, RUN AT + 30" (TYP.)
O 1 "CW SUPPLY TO WATER CLOSET (TYP.)
�5 3/4"CW SUPPLY TO URINAL (TYP.)
�6 1 /2"CW SUPPLY TO LAVATORY (TYP.)
O
1/2" TRAP PRIMER SUPPLY BELOW FLOOR (TYP.)
O 3"VTR ( TYP . )
O UL/FM APPROVED 2" O.S. & Y VALVE
COMPLETE WITH FLOW/TAMPER SWITCH AND ELECTRIC
ALARM BELL.
10
1/2- PENDENT TYPE SPRINKLER HEAD (2127) TYPICAL
PER CITY OF FONTANA REQUIREMENTS.
PLUMBING' FIXTURE 8-0-HEDULE
ROUGH—IN—SIZE
SYM.
FIXTURE
DESCRIPTION/REMARKS
S/W
V
CW
HW
WC
ACORN 1679—W-1—HS, STAINLESS STEEL WALL HUNG, BACK
WATER CLOSET
4"
2"
1 1/2
—
SPUD COMPLETE W/ SLOAN ROYAL 603 CONCEALED FLUSH VALVE W/
1
METAL VANDALPROOF PUSH BUTTON.
ACORN i� 9 --ADA H848TAINLESS STEEL WALL HUNG, BACK
OSET
WATE�DR
4"
2"
1 1/2"
—
SPUD COMPLETE 1N/ -SLOAN ROYAL 603 CONCEALED FLUSH VALVE W/
2
2
METAL VANDALPROOF PUSH BUTTON. VBF-72—A1 TRAP PRIMER. SET
SEAT AT + 17".
UR
ACORN 1705—W-1, STAINLESS STEEL, WALL HUNG, BACK
URINAL
2"
1 1 /2"
1 1 /4"
—
SPUD COMPLETE W/ SLOAN ROYAL 613 CONCEALED FLUSH VALVE W/
1
METAL VANDAL—PROOF PUSH BUTTON. PROVIDE ACORN 1724-1 SCREEN.
UR
URINALACORN
1705—ADA—W-1, STAINLESS STEEL, WALL HUNG, BACK
2
(DP)
2"
1 1/21#
1 1/4"
—
SPUD COMPLETE W/ SLOAN ROYAL 613 CONCEALED FLUSH VALVE W/
METAL VANDAL—PROOF PUSH BUTTON. SET RIM HEIGHT AT + 17".
ACORN 1952-1—DMS-3—GE, STAINLESS STEEL, WALL
LAVATORY
2"
1 1/2w
1 /2"
—
HUNG COMPLETE _ W/ VANDAL—PR OF WASTE ENCLOSE AND MOEN 8883
METERING FAUCET.
L
LAVATORY
P
2"
1 1 /2"
1/2
—
1 _
ACORN STAINLESS STEEL, WALL
HUNG COMPLETE- W VANDAL—P OOF WASTE ENCLOSE AND MOEN 8883
2
METERING FAUCET. SET TOP OF LAV AT + 36" MAX.
DF
DRINKING
ACORN 1672 -ADA -1 -BC -3 STAINLESS STEEL, WALL HUNG DUAL HEIGHT
1
FOUNTAIN
2"
1 1 /2"
1 /2"
—
UNIT COMPLETE W/ MOUNTING PLATE. SET DP BUBBLER HEIGHT AT +36"
MAX.
FD
FLOOR DRAIN
2"
1 1/2"
1/2"
_
J.R. SMITH 2005--APU, 5"DIA. NICKEL BRONZE STRAINER, TRAP PRIMER
1
CONNECTION AND VANDAL—PROOF SCREWS.
HB
HOSE BIBB
—
—
3/4"
_
ACORN 8151, STAINLESS STEEL RECESSED BOX W/ LOCKING COVER
1
COMPLETE W/ THREADED CONNECTION AND VACUUM BREAKER.
PLUMBING GENERAL NOTES
1. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM WITH TITLE 24 AND
THE 1994 UNIFORM PLUMBING CODE (IAPMO) AND LOCAL CODES AND AUTHORITIES HAVING
JURISDICTION.
2. PLUMBING QUALITY AND WEIGHTS OF MATERIALS, ALTERNATE METHODS OF CONSTRUCTION SHALL
CONFORM TO CHAPTER 2 OF THE 1994 UNIFORM PLUMBING CODE.
3. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE DRAWINGS WITH ALL DISCIPLINES
AND TRADES PRIOR TO SUBMITTAL OF BID AND INSTALLATION OF SYSTEM.
4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND
CONNECTION AND SHALL MAKE APPLICATIONS FOR SERVICE AND PAY ALL FEES.
5. ANY DEVIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
AND ENGINEER PRIOR TO INSTALLATION.
6. THESE DRAWINGS DO NOT INCLUDE ALL NECESSARY SAFETY REQUIREMENTS. CONTRACTOR TO
COMPLY TO SAFETY REQUIREMENTS SET FORTH BY THE LOCAL AUTHORITIES HAVING JURISDICTION.
7. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTAL OF BID AND FAMILIARIZE HIMSELF WITH
EXISTING CONDITIONS. SUBMITTAL OF BID WILL VERIFY THAT THE CONTRACTOR HAS VISITED THE
SITE.
8. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIES.
9. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE
REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT
ETC., AND THE ARCHITECT PRIOR TO ANY INSTALLATION.
10. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW—TYPE VALVE AND PRIOR TO
EQUIPMENT CONNECTIONS.
11. THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF
CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO BID.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH
ARE EXCAVATED AND/OR DAMAGED BY HIS OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL
RESTORE TO THEIR ORIGINAL CONDITION ALL PLANTED AREAS DAMAGED BY HIS OPERATIONS.
13. ALL CUTTING OF EXISTING PAVING AND OR WALKS SHALL BE BY MACHINE SAW CUTTING. HOLES
FOR PIPES IN CONCRETE WALLS OR FLOORS SHALL BE DONE USING CORE DRILLING EQUIPMENT.
14. VERIFY EXACT LOCATION AND SIZE OF ALL EXISTING PIPING TO WHICH CONNECTIONS ARE REQUIRED.
15. CONTRACTOR SHALL ROUGH IN WATER AND SEWER TO THE EXACT HEIGHTS AND SIZES REQUIRED
FOR EACH PLUMBING FIXTURE.
MATERIAL SCHEDULE
A. WATER PIPE — TYPE V COPPER WITH WROUGHT COPPER FITTINGS AND
"NO—LEAD" SOLDER.
B. SEWER AND VENT PIPE — BELOW AND ABOVE GRADE INSIDE BLDG.,
SERVICE WEIGHT (HUBLESS) CAST IRON SOIL PIPE AND MECHANICAL
COUPLINGS W/ STAINLESS STEEL BOLTS.
C. CLEVIS OR SPLIT RING TYPE PIPE HANGERS. "PLUMBERS TAPE" IS NOT
PERMITTED.
�PoVEsS
�q O y Q DONN C. GamoRE & Assoc., INc.
O CONSUIMG MWH.AMAL ENGI U3=
No. 11541 m
Li Exp. 9-30-99 ZD
�P \Q California Registration 11641
�
CHANIG
F OF CAOFO 1800 N. Jefferson st.. suite C. Anaheim. CA 92807
(714) 632-6830
STUDIO
ARCHITECTURE + P LAN NIN G
ENGINEERING + SURVEYING
701 X. GRAHAM AVE. STE. D
LAKE ELSINORE. CA 92530
(909) 674-8800
DWG 9648\9648—P1.DWG
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DATE:
5-28-97
PROJECT:
9519
DRAWN:
RB/RE
SCALE:
AS NOTED
�EVISION:
4 FF44 lNG�
DWG. NO. 2488
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