12-278-011GENERAL PLUMBING NOTES AND SPECIFICATIONS
L A. SCOPE OF WORK,
THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY ON THE DRAWING SPECIFIED HEREIN
AND /OR AS NEEDED FOR A COMPLETE SYSTEM INCLUDING, BUT NOT NECESSARILY LIMITED TO,
1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS
2. SANITARY DRAIN AND VENT SYSTEM
3, PLUMBING FIXTURES AND TRIM
4 AIR CONDITIONING CONDENSATE DRAINS
5. PIPING INSULATION
6. SUPPORTS AND HANGERS
7. SEPTIC SYSTEM
B. LP PETROLEUM GAS TANK AND PIPING INSTALLATION
B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE
FLORIDA BUILDING CODE, PLUMBLING. LOCAL ORDINANCES AND IN COMPLIANCE WITH THE FLORIDA
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION AND HRS. REGULATIONS IN THE EVENT OF
CONFLICT BETWEEN ANY CODE OR REGULATIONS THE MORE STRINGENT REQUIREMENTS WILL GOVERN.
2. CONTRACTOR TO VERIFY AT SITE THE LOCATION ELEVATION AND SIZE OF ALL EXISTING LINES FOR
CONNECTION BEFORE INSTALLATION OF ANY PIPING.
3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND
BEFORE COVERING, BITUMASTIC OR EQUAL.
4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK
ABSORBERS AS INDICATED ON PLANS.
5• PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH APPROVED MATERIALS SHALL HAVE SMOOTH
IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES.
ALL FIXTURE TRIM TO BE CHROME PLATED. FIXTURES SHALL BE PROVIDE WITH SUPPORTS, HANGERS,
ETC.
6. WASTE LINES TO SLOPE 1/8 FT. UNLESS OTHERWISE NOTED. SEE CHART BELOW.
7. SUPPLY PIPING MAY BE RUN BELOW GRADE WITH FLEXIBLE PIPING. NO JOINTS OR CONNECTIONS
MAY BE MADE BELOW GRADE,
PLUMBING FIXTURES
1, BATH TUB AND SHOWERS GLASS ENCLOSURES, IF APPLICABLE,
ARE ■ BE OF TEMPERED GLASS - CAT IL
CERAMIC 2, BATHROOM FINISHED FLOORS TO BE IMPERVIOUS MATERIA!.. -
FIXTURES 3, ALL PLUMBING O COMPLY WITH FBC 2007/09,
SHOWER DIVERTER TO HAVE ANTISCALD VALVE.
HEADS 5. SHOWER
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 ARREST ❑R,
AS PER F,B.C.P, 604.9
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
8. VENT LINES TO EXTEND 9- MIN. ABOVE ROOF AND FLASH WITH LEAD.
9. WATER PIPES SHALL BE COPPER TYPE. PEX TYPE PIPING MAY BE USED WITH APPR. SHOP DWG 'S.
10. PIPING INSULATION:
A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS
ACCORDING WITH CODE.
B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION. SLABS OR MASONRY WALLS.
CAULK OPENINGS BETWEEN PIPE AND SLEEVES.
C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILINGS PROVIDE ESCUTCHEONS
FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE DIAMETER TO COVER THE SLEEVED
OPENING FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS AT BATHROOM.
11. INSPECTIONS AND TESTS
A. CONTRACTORS SHALL BE RESPONSIBLF TO ASK FOR INSPECTIONS TO THE -AUTHORITIES HAVING
JURISDICTION. AS THE WORK PROGRESSES SYSTEM SHALL BE TESTED PER CODE.
B. DRAINAGE PIPING BEFORE INSTALLATION OF ANY DRAINS. THE END OF SYSTEMS SHALL BE
CAPPED AND ALL LINES FILLFD WITH WATFR TO HIGHEST POINT AND ALLOWED TO STAND UNTIL
INSPECTIONS ARE MADE BY BUILDING DEPARTMENT.
12: STERILIZE ALL WATER LINES WITH A MIXTURE OF 2 POUNDS OF CHLORINATED LIMED TO 1000
GALLONS OF WATER (50PPM OF AVAILABLE CHORINE). RETAIN MIXTURES IN PIPES 24 HOURS AND
FLOSS THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE.
13. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT
EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN OUT LOCATIONS
AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE.
14. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN- SERVICE TEST
AFTER COMPLETION OF THE INSTALLATION.
15. ALL WORK TO BE INSTALLED AS PER FBCP 2007 / 2009.
LEGEND (PLUMBING)
S- YNIBOL ? DESGRIF'TION -- - -_. --
- Hw HW -
POTABLE COLD WATER SUPPLY
HOT WATER
SANITARY LINE
TANKLESS WATER BEATER
GATE VALVE
CLEAN OUT
FIXTURE
TYPE
FIXT
UNIT
TOTAL MIN. SIZE
F.U. OF 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'
W
°
O
z
t�
TOTAL = 21 FU
W
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
11,41
rl_
2.2
GPM AT 60 PSI
KITCHEN SINK FAUCET
2.2
GPM AT 60 PSI
WATER CLOSET
1.6
/ 0.8 GPF DUAL FLUSH
CLOTHES WASHER
24
GAL /LOAD
WATER HEATER
TANKLESS
W
-- OPEN-
,/--CAT. CAT. II
SHOWER
TILE ON J'
I
GLASS
BD. _
r`
r o :
1 I 1
• , r
PROVIDE OPENING
FO. DRAIN/OVERFLOW
FILL V/ i►1
FDA- F L11 Me i.
SCALE:
INSULATED HOT TANKLESS ELECTRIC 1:'L^' 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 1, TITAN MODEL N -120 SCR2
W/ 1/2' FITTINGS, 54 AMPS @ 220V,
11.8 KW CU HEATING ELEMENT, 99.5%
ENERGY EFFICIENCY NOA #, #97- 0627.16
WH 21 TITAN MODEL N -42 SCR2 W/ 1/2'
FITTINGS, 19 AMPS @ 220V, 42 KW CU
HEATING ELEMENT, 99,5% ENERGY EFF.
N ❑A #, #97- 0627.16
1 � , 1
INN
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 -112 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.
- -
IN
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JOB No.:
12.06501. S FR
REVISIONS:
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100%
SHEET INDEX:
PLUMBING j
NOTES
SHEET No.:
P -1
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JOB No.:
12.06501. S FR
REVISIONS:
DATE: 3/5/2012
CHECKED BY:
DRAWN BY: SRL
PLOT : 100%
SHEET INDEX:
PLUMBING j
NOTES
SHEET No.:
P -1