12-260-012GENERAL PLUMBING NOTES AND SPECIFICATIONS
1. A. SCOPE OF WORK,
8. VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH WITH LEAD.
THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY ON THE DRAWING SPECIFIED HEREIN
9. WATER PIPES SHALL BE COPPER TYPE. PEX TYPE PIPING MAY BE USED WITH APPR. SHOP DWG'S.
AND /OR AS NEEDED FOR A COMPLETE SYSTEM INCLUDING, BUT NOT NECESSARILY LIMITED T❑,
3
1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS
10. PIPING INSULATION:
2. SANITARY DRAIN AND VENT SYSTEM
A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS
3. PLUMBING FIXTURES AND TRIM
ACCORDING WITH CODE.
4 AIR CONDITIONING CONDENSATE DRAINS
B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION. SLABS OR MASONRY WALLS.
5. PIPING INSULATION
CAULK OPENINGS BETWEEN PIPE AND SLEEVES.
6. SUPPORTS AND HANGERS
C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILINGS PROVIDE ESCUTCHEONS
7. SEPTIC SYSTEM
FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE DIAMETER TO COVER THE SLEEVED
8. LP PETROLEUM GAS TANK AND PIPING INSTALLATI ❑N
OPENING FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS AT BATHROOM.
B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE
2
FLORIDA BUILDING CODE, PLUMBLING. LOCAL ORDINANCES AND IN COMPLIANCE WITH THE FLORIDA
11. INSPECTIONS AND TESTS
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION AND HRS. REGULATIONS IN THE EVENT OF
A. CONTRACTORS SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS TO THE AUTHORITIES HAVING
S
CONFLICT BETWEEN ANY CODE OR REGULATIONS THE MORE STRINGENT REQUIREMENTS WILL GOVERN.
JURISDICTION. AS THE WORK PROGRESSES SYSTEM SHALL TESTED PER CODE.
2. CONTRACTOR TO VERIFY AT SITE THE LOCATION ELEVATION AND SIZE OF ALL EXISTING LINES FOR
B. DRAINAGE PIPING BEFORE INSTALLATION OF ANY DRAINS. THE END OF SYSTEMS SHALL BE
CONNECTION BEFORE INSTALLATION OF ANY PIPING.
CAPPED AND ALL LINFS FILLFD WITH WATFR TO HIGHEST POINT AND ALLOWED TO STAND UNTIL
INSPECTIONS ARE MADE BY BUILDING DEPARTMENT.
3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND
Q
BEFORE COVERING, BITUMASTIC OR EQUAL.
12. STERILIZE ALL WATER LINES WITH A MIXTURE OF 2 POUNDS OF CHLORINATED LIMED TO 1000
4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK
GALLONS OF WATER (50PPM OF AVAILABLE CHORINE). RETAIN MIXTURES IN PIPES 24 HOURS AND
ABSORBERS AS INDICATED ON PLANS.
FLOSS THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE.
5• PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH APPROVED MATERIALS SHALL HAVE SMOOTH
13. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT
IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES.
EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN OUT LOCATIONS
ALL FIXTURE TRIM TO BE CHROME PLATED. FIXTURES SHALL BE PROVIDE WITH SUPPORTS, HANGERS,
AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE.
ETC.
W
6. WASTE LINES TO SLOPE 1/8 FT. UNLESS OTHERWISE NOTED. SEE CHART BELOW.
14. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN- SERVICE TEST
`
AFTER COMPLE11ON OF THE INSTALLATION.
7. SUPPLY PIPING MAY BE RUN BELOW GRADE WITH FLEXIBLE PIPING. NO JOINTS OR CONNECTIONS
MAY BE MADE BELOW GRADE.
15. ALL WORK TO BE INSTALLED AS PER FBCP 2007 / 2009.
PLUMBING FIXTURES NOTES
1. BATH TUB AND SHOWERS GLASS ENCLOSURES, IF APPLICABLE,
ARE TO BE OF TEMPERED GLASS - CAT II.
2. BATHROOM FINISHED FLOORS TO BE IMPERVI ❑US MATERIAL -
CERAMIC TILE.
3. ALL PLUMBING FIXTURES TO COMPLY WITH FBC 2007/09,
4. SHOWER DIVERTER TO HAVE ANTISCALD VALVE.
5. SHOWER HEADS TO BE WATER SAVING W/ AERATOR
FIXTURE CLEARANCES
SCALE, N.T.S.
WATER HAMMER.
THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SHALL BE
CONTROLLED TO REDUCE THE POSSIBILITY OF WATER HAMMER. A WATER
HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK CLOSING- VALVES ARE
UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED
WITHIN AN EFFECTIVE RANGE OF THE QUICK CLOSING- VALVE. WATER
HAMMER ARRESTOR SHALL CONFORM TO ASCE 1010.
ACCESS SHALL BE PROVIDED TO WATER- HAMMER ARRESTOR,
AS PER F.B,C.P. 604.9
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DIAMETER PIPE
(inches)
MAXIMUM NUMBER OF DRAINAGE FIXTURE UNITS
(dfu)
Connecting to a
horizontal branch
or stack
Connecting to a
building drain
or building sub -drain
2
3
4
2-1/2
6
26
3
12
31
4
20
50
5
160
250
6
360
575
LEGEND (PLUMBING)
SYMBOL DESCRIPTION
POTABLE COLD WATER SUPPLY
- Hw Hw - HOT WATER
SANITARY LINE
TANKLESS WATER HEATER
GATE VALVE
- CO. CLEAN OUT
FIXTURE
TYPE
FIXT
UNIT
TOTAL MIN. SIZE
F,U. [IF TRAP
FIXTURE
TYPE
FIXTURE
UNIT VALUE
MIN. SIZE
OF TRAP
BATHTUB / SH
2
4
1 1/2'
WASHER
5.8
2
2
2'
WATER CLOSET
3
6
3'
SINK W/
DW
2
2
GPM AT 60 PSI
1 1/2'
LAVATORY
1
4
1 1/4'
SINK
24
2
2
1 1/2'
Q
Q
C>
TOTAL = 21 FU
Z
TABLE 604.4 MAXIMUM FLOW RATES FOR PLUMBING FIXTURES
AND FIXTURE FITTINGS - 'WATER SENSE' HIGH EFFICIENCY
PLUMBING FIXTURE
MAXIMUM
FLOW RATE OR QUANTITY
OR FIXTURE FITTING
a
DISHWASHER
5.8
GAL /LOAD
SHOWER HEAD
2.5
GPM AT 80 PSI
LAVATORY FAUCET
a
2.2
GPM AT 60 PSI
KITCHEN SINK FAUCET
W'
2.2
GPM AT 60 PSI
WATER CLOSET
1.6
/ 0.8 GPF DUAL FLUSH
CLOTHES WASHER
=
24
GAL/LOAD
WATER HEATER
TANKLESS
OPEN-
'
I
CAT. II SAFETY GLASS----/
SHOWER DOO
TILE ON J' M. BD.
SLOPE J' /FT
TILE ON J' M. BD.
ON VB ON J' PLYWD.
o 2X4 PT. @ MAX. 16' O.C.
PROVIDE OPENING IN SLAB
N FOR DRAIN /OVERFLOW --
FILL W/ SAND
I'
2 2C O - M A
SCALE
INSULATED HOT TANKLESS ELECTRIC 1/2' UNI ❑N WITH
WATER LINE - WATER HEATER SCREEN
COLD WATER LINE -
SIZE PER PLAN
SHUT OFF VALVE
1/2' CU UNION ELEC.
C❑NNECTI ❑N
WH 11 TITAN MODEL N -120 SCR2
W/ 1/2' FITTINGS, 54 AMPS @ 220V,
11.8 KW CU HEATING ELEMENT, 99.5%
ENERGY EFFICIENCY NOA #1 #97- 0627.16
WH 21 TITAN MODEL N -42 SCR2 W/ 1/2'
FITTINGS, 19 AMPS @ 220V, 4.2 KW CU
HEATING ELEMENT, 99.5% ENERGY EFF.
N ❑A #1 #97- 0627.16
WATER HEATER DETAIL
N.T.S.
TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SIZE OF TRAP MIN. SLOPE DISTANCE FROM TRAP
(inches) (inch per foot) (feet)
1 -1/4 1/4 5
1 -1/2 1/4 6
2 1/4 8
3 1/8 12
4 1/8 16
AIR ADMITTANCE VALVES
AIR - ADMITTANCE VALVES SHALL CONFORM TO ASSE 1051.
INDIVIDUAL, BRANCH AND CIRCUIT VENTS SHALL CONFORM TO ASSE 1050.
AIR - ADMITTANCE VALVES SHALL BE INSTALLED AFTER THE DWV TESTING REQUIRED BY
SECTION 312.2 OR 312.3 HAS BEEN PERFORMED.
THE HORIZONTAL BRANCH DRAIN SHALL CONNECT TO THE DRAINAGE LOCATION OF
BRANCH STACK OR BUILDING DRAIN A MAXIMUM OF FOUR BRANCH INTERVALS FROM THE
TOP OF THE STACK.
AIR ADMITTANCE VALVES SHALL BE LOCATED A MINIMUM OF 4 INCHES ABOVE THE
HORIZONTAL BRANCH DRAIN OR FIXTURE DRAIN BEING VENTED. STACK -TYPE AIR
ADMITTANCE VALVES SHALL BE LOCATED NOT LESS THAN 6 INCHES ABOVE THE FLOOD
LEVEL RIM OF THE HIGHEST FIXTURE BEING VENTED. THE AIR ADMITTANCE VALVE SHALL
BE LOCATED WITHIN THE MAXIMUM DEVELOPED LENGTH PERMITTED FOR THE VENT. THE
AIR ADMITTANCE VALVE SHALL BE INSTALLED A MINIMUM OF 6 INCHES (152 MM) ABOVE
INSULATION MATERIALS.
ACCESS AND VENTILLATION ACCESS SHALL BE PROVIDED TO ALL AIR ADMITTANCE
VALVES. THE VALVES SHALL BE LOCATED WITHIN A VENTILATED SPACE THAT ALLOWS AIR
TO ENTER THE VALVE.
THE AIR ADMITTANCE VALVE SHALL BE RATED FOR THE SIZE OF THE VENT TO WHICH
THE VALVE IS CONNECTED VENT REQUIRED.
WITHIN EACH PLUMBING SYSTEM, A MINIMUM OF ONE STACK VENT OR VENT STACK
SHALL EXTEND OUTDOORS TO THE OPEN AIR.
SCALE: 1/4"=-1'-O"
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JOB No.:
12.06477.SFR
REVISIONS:
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
SHEET INDEX:
PLUMBING PLAN
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12.06477.SFR
REVISIONS:
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT: 100%
SHEET INDEX:
PLUMBING PLAN
NOTES
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