BCP18-1243-01PLUMBING GENERAL NOTES
A. UNLESS OTHERWISE SPECIFIED ON THIS DRAWING CONTRACTOR SHALL
REFER TO ORIGINAL LANDLORD SPECIFICATIONS FOR ALL APPLICABLE
REQUIREMENTS, NOTES, DETAILS, CONSTRUCTION'S STANDARDS, ETC.,
COORDINATE WITH LANDLORD REQUIREMENTS PRIOR TO ORDERING AND/OR
INSTALLATION OF ANY EQUIPMENT AND ACCESSORIES SHOWN.
B. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA PLUMBING
CODE 2017 EDITION
1. SITE INVESTIGATION:
EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK; THE BIDDER IS
REQUIRED, BEFORE SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE
PROPOSED WORK AND FAMILIARIZE HIMSELF HERSELF WITH THE NATURE AND
EXTEND OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER
AFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIALS AND LABOR
REQUIRED THEREFORE. SINCE THE WORK INVOLVES EXISTING BUILDINGS, SYSTEM
AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF
WORKING CONDITIONS, EXISTING FACILITIES AND ALL BUILDING STRUCTURES
TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. VARIATIONS IN
ROUTING AND/OR CONSTRUCTION SHOULD BE ANTICIPATED BY THIS
CONTRACTOR AND ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER
REQUIRED AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART
OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATION AND
RESPONSIBILITIES ASSUMED UNDER THIS CONTRACT.
2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL
PROBLEMS FOR THE DESIGN ENGINEERS AS WELL AS THE PLUMBING
CONTRACTOR. EVERY EFFORT HAS BEEN MADE BY THE ENGINEERS TO SHOW AND
IDENTIFY THE LOCATIONS AND TYPES OF EXISTING PLUMBING SYSTEMS. THE
MAJOR PORTION OF THE PLUMBING SYSTEMS ARE AS SHOWN ON THE DRAWINGS
HOWEVER DEVIATIONS MAY BECOME EVIDENT AS THE JOB PROGRESSES.
PLUMBING CONTRACTOR SHALL PERFORM A FIELD VERIFICATION BEFORE
BIDDING THIS PROJECT.
3. CONTRACTOR WILL BE RESPONSIBLE FOR COODINATING HIS DEMOLITION
WORK WITH OTHER TRADES, AND TO PROTECT FROM DAMAGE EXISTING SYSTEMS
TO REMAIN.
4. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING PIPES
BEFORE COMMENCING TO WORK AND MAKE MODIFICATIONS AS REQUIRED
WITHOUT ADDITIONAL COST TO THE OWNER.
5. ALL PIPING SHALL BE INSTALLED RECESSED IN BLOCK WALLS, CHASES
OR PARTITIONS.
6. EXISTING PIPES SERVING AREAS NOT COVERED BY THIS CONTRACT BUT
IN SERVICE AT THIS TIME SHALL NOT BE INTERRUPTED EXCEPT AS A
TEMPORARY INTERRUPTION COORDINATED WITH THE OWNER AND LANDLORD.
7. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND
CONNECTION CHARGES REQUIRED.
8. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND
DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF
MATERIALS AND EQUIPMENT.
9. COORDINATE ALL WORK WITH OTHER TRADES.
10. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN
MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF
ACCEPTANCE.
11. PROVIDE SHOCK ABSORBERS SIZE, QUANTITY AND LOCATION AS PER
P.D.I. STANDARDS.
12. PROVIDE SHUT-OFF VALVE FOR EACH GROUP OF FIXTURE AND EACH
FIXTURE SUPPLY.
13. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC
FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES.
14. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL ROUGH -INS
WITH THE MANUFACTURER BEFORE MAKING ANY INSTALLATION.
15. POTABLE HOT AND COLD WATER SYSTEMS SHALL BE "LEAD FREE" WITH
LEAD CONTENT NOT EXCEEDING 0.2 PERCENT FOR SOLDER AND FLUXES AND 8
PERCENT FOR PIPE FITTINGS, FIXTURES AND TRIM. CONTRACTOR SHALL
VERIFY MANUFACTURER'S COMPLIANCE.
16. ALL POTABLE HOT AND COLD WATER SYSTEMS SHALL BE FLUSHED CLEAR,
STERILIZED WITH AN APPROVED SOLUTION AND THROUGHLY FLUSHED OF ALL
RESIDUAL SOLUTION AFTER FINAL PRESSURE TESTS AND WITH ALL TRIM AND
CONNECTIONS INSTALLED.
17. PROVIDE SHUT-OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND
FAUCETS WITH HOSE -END CONNECTIONS.
18. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS TO PROTECT THE SEAL OF
THE TRAP.
19. PVC PIPING IS NOT ALLOWED IN RETURN AIR PLENUMS. IF RETURN AIR
PLENUMS ARE USED, CONTRACTOR SHALL REPLACE ALL EXISTING PVC PIPING WITH
CAST IRON OR COPPER PIPING.
20. DRAINAGE SYSTEM DESIGN IS BASED ON 1/8" PER FOOT MINIMUM
FALL FOR PIPES 3" OR LARGER AND 1/4" PER FOOT MINIMUM FALL FOR
PIPES 2" OR SMALLER, ANY DEVIATIONS SHALL BE APPROVED BY
ARCHITECT/ENGINEER.
21. ALL VENT THROUGH ROOF OPENINGS SHALL BE OFFSETED TO A MINIMUM
DISTANCE OF S-O" FROM PARRAPET WALL OR ROOF EDGE. SEE ARCHITECTURAL
DRAWINGS FOR ROOF FLASHING. LEAD FLASHING WILL NOT BE ACCEPTED.
22. DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED WITH PRE -MANUFACTURED
SLEEVE IN ACCORDANCE WITH FLORIDA PLUMBING CODE 404.6.4. THERE
SHALL BE NO SHARPOR ABRASIVE SURFACES UNDER LAVATORIES.
TEST TEE
THREADED
CLEANOUT
WALL CLEANOUT
N.T.S.
ACCESS COVER AND
FRAME
FINISHED WALL
SURFACE
PLUMBING SPECIFICATION
1. GENERAL:
MATERIAL SHALL BE NEW, UNUSED, BEST OF THEIR RESPECTIVE KINDS AND
FREE FROM DEFECTS IN WORKMANSHIP; IN CONFORMANCE WITH THE LATEST
PUBLICATIONS IN FORCE AT TIME OF BIDDING.
2. PIPE AND FITTINGS:
A. DRAINAGE WASTE AND VENT PIPING INCLUDING:
PVC DRAINAGE WASTE AND PIPING (DWV) CONFORMING TO
ADRUNDASURHBLNTND�P74NIDEOBOVEGONb ACTTIONUB PLAIN MASWTHNEO-
PRENE GASKETS UNDERGROUND. INSTALL PLASTIC PVC) PIPES ONLY WHEN
ITS APPROVED BY LOCAL AUTHORITIES AND NOT T BE USED IN AIR
RETURN PLENUM.
B. DOMESTIC WATER SUPPLY PIPING: COPPER PIPE TYPE 'L' WITH BRONZE
OR WROUGHT COPPER SOLDER JOINT FITTINGS, ASTM.B88-78.
C. NOT USED
D. STORM DRAIN PIPING: AS HEREIN BEFORE SPECIFIED FOR SANITARY
SOIL, WASTE AND VENT PIPING.
3. JOINTS AND METHODS OF CONNECTION:
A. DWV COPPER PIPE: JOINT WITH 95-5 TIN -ANTIMONY SOLDER, INSTALL
PER MANUFACTURER'S RECOMMENDATIONS.
B. TYPE 'L' COPPER TUBE: JOIN WITH 95-5 TIN -ANTIMONY SOLDER, INSTALL
PER MANUFACTURER'S RECOMMENDATIONS.
C. STEEL PIPE:
a. THREADED JOINTS: AFTER CUTTING AND BEFORE THREADING, REAM
ALL PIPE AND REMOVE BURRS. MAKE JOINTS WITH JOINT COMPOUND APPLIED
TO MALE THREADS ONLY.
b. FLANGED JOINTS: STANDARD WEIGHT, 150 P.S.I. STEEL, WITH APPROVED
RED RUBBER GASKET OR NEOPRENE RUBBER GASKET, INSTALL AS PER
MANUFACTURER'S RECOMMENDATIONS.
4. UNIONS AND FLANGES:
A. COPPER PIPE: BRONZE UNIONS FOR 2 INCHES AND SMALLER. FOR 2-1/2
INCHES AND LARGER USE BRONZE FLANGED CONNECTIONS 150 POUND CLASS.
B. DIELECTRIC UNIONS OR FLANGES: UNIONS SHALL MEET DIMENSIONAL
REQUIREMENTS AND TENSILE STRENGTH OF PIPE UNIONS IN ACCORDANCE WITH
FED. SPEC. WW-U-531E. UNIONS OR FLANGES SHALL BE SUITABLE FOR
REQUIRED OPERATING PRESSURES AND TEMPERATURE CONDITIONS. UNIONS
SHALL HAVE METAL CONNECTIONS ON BOTH ENDS. ENDS SHALL BE THREADED
OR SOLDERED TO MATCH ADJACENT PIPING. METAL PARTS OF UNION OR
FLANGED SHALL BE SEPAREATED TO PREVENT CURRENT FLOW BETWEEN
DISSIMILAR METALS. EPCO DIELECTRIC PIPE FITTINGS OR EQUIVALENT.
CHROME PLATED OR STAINLESS STEEL WITH SET SCREWS FOR HOLDING
SECURELY IN PLACE. USE ESCUTCHEONS ON PIPES PASSING THROUGH WALLS,
FLOORS AND CEILINGS OF FINISHED AREAS.
6. PIPE INSULATION:
A. ALL CONDENSATE LINES SHALL BE INSULATED WITH 3 4" FIRE RETARDANT
ARMAFLEX INSULATION WITH A MAXIMUM OF 25/50 FLAME SPREAD AND SMOKE
DEVELOPED RESPECTIVELY.
B. ALL HOT WATER AND RECIRCULATING WATER LINES SHALL BE INSULATED WITH
1" FIRE RETARDANT ARMAFLEX INSULATION WITH A MAXIMUM OF 25/50 FLAME
SPREAD AND SMOKE DEVELOPED RESPECTIVELY.
7. INSTANT -FLOW WATER HEATERS SHALL BE OF THE CAPACITY AND
ELECTRICAL CHARACTERISTICS INDICATED ON PLANS AS MANUFACTURED BY
CHRONOMITE LABORATORIES,INC.
8. TRAP PRIMER SHALL BE SELF PRIMING TYPE ON COLD WATER SUPPLY LINE
AS MANUFACTURED BY PRECISION PLUMBING PRODUCTS, INC. "PRIME -RITE"
PR-500. WHEN TWO OR MORE TRAPS REQUIRE PRIMING PROVIDE WITH
ISTRIBUTION UNIT #DU-2, 3 OR 4 AND SUPPLY TUBE SS-8 ASSEMBLY.
PROVIDE ACCESS PANEL AND INSTALL AS PER MANUFACTURER'S RECOMMENDATION.
9. FLOOR DRAINS: AS MANUFACTURED BY JOSAM.
A. FD-1: JOSAM 30000-A SERIES WITH 6"x6" SQUARE NIKALOY TOP AND 1/2"
TRAP PRIMER CONNECTION.
NUT
EVIS HAN
PIPE 01
ULATION
PIPE
NSULATIC
SAUULL
PIPE GALV. SHIELD PIPE
W/ INSULATION W/OUT INSULATION
PIPE HANGERS-CLEVIS TYPE DETAIL
N.T.S.
FINISH FLOOR
EXTENSION - SAME
SIZE AS SEWER UP
TO 4" DIA.
DIRECTION OF FLOW
INTERIOR FLOOR CLEANOUT
4X4=3-inch
Double Sanitary
Tee (support as `Cleanout Cover
required)
3-inch Grease
Waste line
6-inch Min.
NOTE: 4-inch Cap
SAMPLING PORT SHALL BE ACCESSIBLE AT ALL
TIMES WITHOUT HAVING TO REMOVE ANY
MERCHANDISE AND WITHOUT STANDING WATER
ON GROUND SURFACE; WITH A MINIMUM 36
INCHES HORIZONTAL CLARENCE FROM ANY
WALL, FIXED EQUIPMENT OR STORED MATERIALS
AND MINIMUM 48 INCHES VERTICAL CLEARANCE
FROM ANY FIXED EQUIPMENT OR STORED
MATERIALS.
SAMPLING POINT DETAIL
N.T.S.
PLUMBING LEGEND
SYMBOL
DESCRIPTION
- -
COLD WATER LINE (CW)
HOT WATER RECIRC. (HWR)
CD
CONDENSATE DRAIN LINE
- -
HOT WATER LINE (HW)
SANITARY WASTE LINE (SAN)
SANITARY VENT LINE (V)
- - --I�- - -
CHECK VALVE
-0 FCO
FLOOR CLEAN OUT
CO
WALL CLEAN OUT
- - -D4-- - -
GATE VALVE
'�--o HB
HOSE BIBB
- - -®- - -
VALVE IN BOX
_ VIV
GATE VALVE IN VERTICAL
L-- oc
"P" TRAP
WATER HAMMER
ARRESTOR
ABV.
ABOVE
BLW
BELOW
CEIL., CLG.
CEILING
FL,
FLOOR
F.U.
FIXTURE UNIT
(UG)
UNDERGROUND
V.T.R.
VENT THRU ROOF
VB
VACUUM BREAKER
TP
TRAP PRIMER
CONNECTION (NEW TO EXISTING)
NOTE:
SYMBOLS INDICATED MAY NOT BE USED ON DRAWINGS
GREASE TRAP FLOW CALCULATION:
BASED ON FPC PDI-G101
FIXTURE
VOLUME (CU. INCHES)
LOADING
GPM
FACTOR
HAND SINK (GROUND)
9"X9"X4" = 324
0.75
1.05
3-COMP SINK
3(18"X18"X12") = 11664
0.75
37.87
38.92
DRAINAGE PERIOD = 2 MINUTES
SINK FLOW RATED = 38.92 GPM /2
19.46
19.46
PUMP OUT FREQUENCY CALCULATION:
COFFEE SHOP.
GREASE PROFDUCTION FACTOR = 0.025 LB/MEAL
OF TAKE OUT MEALS/DAY = 50
LB GREASE PER DAY = 50 MEALS /DAY X 1 MEALS/DAY X 0.025 = 1.25 LBS.
LB GREASE PER MONTH = 1.25 LBS./DAY X 30 = 37.5 LBS.
POF = 30 DAYS
PLUMBING SCHEDULE
ITEM
DESCRIPTION
WATER
WASTE
WASTE
GAS
o
O
O
�-
w
Of
M
w
N
m
C�
2
Z
(N
1
HAND SINK
1/2"
1/2"
1 1 /231
-
-
-
2
3-COMPARTMENT SINK
1/2"
1/2
-
1 1/2"
-
-
r�u
SANITARY PIPING ISOMETRIC
N.T.S.
2" VENT
Hill
PORT
O
3/4" 1/2 HAND SINK
1
WATER HAMMER
ARR/ OR
/2„
1/2" 3-COMPARTMENT
SINK
DOMESTIC WATER PIPING ISOMETRIC
N.T.S.
FOG 2.0 R-DERM
FOG Control Device (FCD)
Installation Inspection
Approval Date:
Inspector:
DERM's FCD Installation Inspection Required Prior to Plumbing
Final for all Municipal projects. Failure to secure DERM's FCD
Installation Inspection will result in disapproval of Final Inspection
by the Municipal Building Official, pursuant to Section 24.42-6,
MDC Code.
To schedule DERM's FCD Installation inspection for Municipal
projects please send an email to iFOG2@miamidade.gov, 24 hours
prior to desired date. Provide DERM plans process M-number,
complete address of the site, folio number, and contact person
name and phone number.
Updated: 4/26/2018
2
O
EXISTING` 3" SAN.
BATHROOM Z
1
li
3/4"CW SAMPLING PORT
1/2"HW WORK AREA
II
J'
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HUB
DRAIN
O
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NOTE:
GREASE INTERCEPTOR SHALL BE ACCESSIBLE
AT ALL TIMES WITHOUT HAVING TO REMOVE
ANY MERCHANDISE AND WITHOUT STANDING
WATER ON GROUND SURFACE; WITH A MINIMUM
36 INCHES HORIZONTAL CLARENCE FROM ANY
WALL, FIXED EQUIPMENT OR STORED MATERIALS
AND MINIMUM 48 INCHES VERTICAL CLEARANCE
FROM ANY FIXED EQUIPMENT OR STORED
MATERIALS.
SAMPLING PORT SHALL BE ACCESSIBLE AT ALL
TIMES WITHOUT HAVING TO REMOVE ANY
MERCHANDISE AND WITHOUT STANDING WATER
ON GROUND SURFACE; WITH A MINIMUM 36
INCHES HORIZONTAL CLARENCE FROM ANY
WALL, FIXED EQUIPMENT OR STORED MATERIALS
AND MINIMUM 48 INCHES VERTICAL CLEARANCE
FROM ANY FIXED EQUIPMENT OR STORED
MATERIALS.
PLUMBING FLOOR PLAN
SCALE Y4"=1 '0"
FOG'.a
APT IR()VED
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evlawet Name::E . C_ 0 € L L
Reviewer Sagna> e, r-
REFERENCED NOTE:
Q SOLID INTERCEPTOR. AARDVARK MODEL
AA-M-35.
O2 GREASE INTERCEPTOR SCHIER MODEL JGB2-2,
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NO. REVISIONS DATE
Bldg. Dpt. Comm]10/24/18
COMMISSION NO.:
CADD FILE NAME:
ISSUED DATE:
SCALE:
DRAWN BY:
DRAWING TITLE:
PLUMBING FLOOR PLAN
SHEET NO.
P-01
OF
SHEET