14-384-023GENERAL PLUMBING NOTES
I: ALL WORK TO BE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE.
2: BUILDING DRAINAGE SYSTEM DESIGN BASED ON 1 /8 "/FT. MIN .FAL ANY DEVIATIONS SHALL BE APPROVED
ARCHITECT AND ENGINEER.
3: CONTRACTOR TO PROVIDE 3/4" (MIN) WATER PIPE CAPPED AT EVERY ELECTRICAL SWITCHGEAR ROOM DI
METER ROOM TO BE USED AS GROUND.
4: ALL VALVES UNDERGROUND TO BE INSTALLED IN PRECAST CONCRETE BOXES "BROOKS" OR EQUAL
5. PLUMBING CONTRACTOR TO FURNISH ALL REQUIRED FLASHINGS FOR PIPES TO ROOFING CONTRACTOR.
G.- MATERIALS SHALL BE ALL NEW AND AS FOLLOWS:
A) SEWER AND STORM DRAINAGE PIPING: NO HUB CAST IRON, STO. 391 OR PVC -DWV. SCH.49 OR REFER TO
F.B.C.2010, TABLE-702.1 (ABOVE-GROUND), TABLE -702.2 (UNDERGROUND) AND TABLE -702.3 (BUILDING SEWEE
OTHERS ACCEPTABLES PIPING MATERIALS.
B) WATER PIPING: TYPE K COPPER, PIPES COATED WITH ASPHALT. BELOW GROUND: TYPE L OR M COPPER (ABI
GROUND) PROVIDE CPVC FOR 2" OF SMALLER CW /HW WITHIN UNITS.
C) A/C CONDENSATE DRAIN: PVC SCH.49. EXCEPT IN A/C PLENUM
D) PLUMBING FIXTURES: AMERICAN STANDARD, KOHLER, CRANE OR EQUAL
E) FLOOR AND ROOF DRAINS, IF USED: JOSAM OR EGUAL
F) ELECTRIC WATER HEATERS: GLASSLINED, 5 OR 10 YRS. GUARANTEE, AMERICAN, A.G. SMITH, PVI OR EGUAL
G) VALVES: 125 PSI, NIBCO, SCOTT, OR EQUAL
H) HOSE BIBBS: CHICAGO # 952 OR EGUAL
1) GAS PIPING: BLACK IRON, SCH. 40.
7.- HORIZONTAL BUILDING DRAINAGE PIPING OF 2" DIAMETER AND LESS SHALL BE INSTALLED WITH A FAIL OF
LESS THAN 1 /4 7FT.
8: HORIZONTAL BUILDING DRAINS 3" OR DIAMETER OR LARGER SHALL BE INSTALLED WITH A FALL OF NOT LEI,
THAN 1 /8 7FT.
9.- PIPES CONVEYING FIRE LINES AND DOMESTIC WATER LINES SHALL NUT BE INSTALLED UNDERNEATH A CON
SLAB ON FILL IN ANY LOCATION INSIDE THE BLDG. WALLS OR BLOGS. ON FILLED GROUND WHERE THE PRESENCI
HYDROGEN SULFIDE GAS OR OTHER INJURIOUS ELEMENTS ARE KNOWN TO EXIST, SUCH AS AREAS BEING OR Hi
BEEN RECENTLY FILLED BELOW HIGH TIDE AREAS,
10: THE LOOPING OF COPPER ANNEALED -SOFT TUBING AND POLYBUTYLENE WATER PIPING BENEATH THE GROL
FLOOR SLAB WILL BE PERMITTED IN SINGLE -STORY BUILDINGS OR MULTI -STORY SINGLE - FAMILY RESIDENCES
THE PIPE SHALL BE ENCASED IN PLASTIC PIPE SLEEVES ITS TOTAL LENGTH TO INCLOSE TRHE TURN TO ABOVE TI.
SLAB. FILLED BELOW HIGH TIDE AREAS.
II: IN MULTI -STORY BUILDINGS, DOMESTIC WATER PIPES OF COPPER OR POLYBUTYLENE MAY BE INSTALLED BI
THE GROUND FLOOR PROVIDING THE WATER PIPE DOES NOT EXCEEED 1 -1/2" IN DIAMETER AND IS ENCASED IN A
PLASTIC SLEEVE OF PVC SIZED 2" LAARGER THAN THE WATER PIPE ENCASED, AND NOT EXCEEDING 49' -0" OF IT
DEVELOPED LENGTH. WITH THE ENCASED WATER - DISTRIBUTION PIPE REMOVABLE FOR REPLACEMENT.
12: SHOULD THIS PROJECT HAVING PARKING FLOURS, THERE SHALL BE NO EXPOSED PVC PIPING WITHIN ANY
PARKING LEVELS. PROVIDE COPPER OR CAST -IRON AS REGUIRED.
13: PROVIDE All EXCAVATION, BACKFILL AND COMPACTION REGUIRED BY ALL PLUMBING WORK. AND DEMOLITI
EXISTING SLAB REG'D_
14: PEFORM THE FOLLOWING TESTS: WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE
A) TEST OR 100 PSIG. FOR A PERIOD OR TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN I
B) DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAIN, THE ENDS OF SYSTEM SHALL BE CAPPED AND ALL I
FILLED W/ INSPECTION IS MADE AND WATER LEVEL REMAINS CONSTANT,
C) CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS.
15: STERILIZE All WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORI -NATED LIME TO EACH 1000 GAL. G
WATER (50PPH OF AVAILABLE CHLO- RINE). RETAIN MIXTURE IN PIPES 24 HRS. AND FLUSH THOROUGHLY W /PO
WATER BEFORE PLACING IN SERVICE.
IB: COMPLETE SERVICE. FIXTURES AND EGUIPMENT SHALL BE GIVEN AN IN -SER -VICE TEST AFTER COMPLETION
THE INSTALLATION.
17.- PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREI
FROM DEFECTS OR MATERIALS AND WORKMAN SHIP FOR A PERIOD OF
I YR. FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL AT HIS EXPENSE REPAIR B REPLACE ALL WORK WHI
BECOMES DEFECTIVE DURING THE GUARANTEE PERIOD.
PLUMBING LEGEND
ABBREVIATIONS B SYM
PIPING 6 VALVES:
04.23.2014
Drawn by:
R,A,
�I
co
A/C CONDENSATE DRAIN
AS SHOWN
Project No:
C.14.1001
Revisions
SD
STORM DRAINAGE
No. Date
— - -
COLD WATER (CW)
® AD
- -
HOT WATER (HW)
A/C
S
SANITARY (S)
AP
--- -V - - --
VENT (V)
B/F
W
WASTE
BFP
GIN
GREASE WASTE
VTR I
BAIL VALVE
WH 1
RD
D4
GATE VALVE
AD
M
GLOBE VALVE
FD
1-,4
STRAINER
PLUMBING FIXTURES
-i F-
PIPE UNION
W
N
CHECK VALVE
D
ASME P/T
LAV I
RELIEF VALVE
SK I
O—
PIPE UP
LAV I
C
PIPE DOWN
WC
CONNECT TO EXISTING
(E) I
Em
NO PLUMBING WORK
(N) I
TO BE DONE
I
CASE I
THICKENED I" CLEA
/FLOOR SLAB
GRADE BEAM OR
THICKENED SLAB
SLE
PLUMBING PIPE ROUTED
PERPENDICULAR TO BEAM
OR THICKENED SLAB.
I uu"i u ll- T u t I- I LU IY V I C0
PERPENDICULAR TO BEAM WHERE THE OUTLET FROM A FLOOR MOUNTED I. WATER CLOSET PASSES THROUGH.
OR THICKENED SLAB. THE GRADE BEAM OR THICKENED SLAB THE SLEEVE PIPE SHALL TERMINATE BELOW
THE WATER CLOSET FLOOR SEAL
DETAIL- PLUMBING THROUGH FOUNDATION
SCALE: N.T.S.
THESE DESIGNS AND DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF CANDELA + PARTNERS AND MAY NOT BE REPRODUCED EXCEPT WITH SPECIFIC WRITTEN CONSENT OF THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS, VERIFY ALL DIMENSIONS OF THE JOB AND BE RESPONSIBLE FOR THE SAME, REPORTING ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK,
s
MANUEL A. CID, P.E.
LIC #45176
STATE OF FLORIDA
PROFESSIONAL ENGINEER
14448 SW 173 STREET, MIAMI FL. 33177
PHONE NO. (305) 951 -2080
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accc
CANDELA + PARTNERS, LLC
ARCHITECTURE + PLANNING + INTERIORS
H I L A R I O F . CANDELA, F A I A
M URICE H. CANDELA . DESIGN
5940 SOUTHWEST 73RD STREET SUITE 200
SOUTH MIAMI, FLORIDA 33143 P.305.666.7788
WWW. CAN DELAANDPARTNERS.COM
HILAR10 F. CANDELA, F A I A
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consultant:
Date:
04.23.2014
Drawn by:
R,A,
Checked By:
M.C.
Scale:
AS SHOWN
Project No:
C.14.1001
Revisions
No. Date
Description
1. 04.23.2014 Owner Rev.
2. 04.23.2014 Permit Comments
P -1.0