14-1286R-001VACUUM RELIEF VALVE
HW - - -- -
SUPPLY
CW �_ - -�_ - - I HEAT TRAP
SUPPLY
SHUTOFF
ELECTRIC WATER
HEATER LOCHINVAR
MFG. MODEL: EGS065.
60GALLON
FLANGE (TYP.) 7 1
2"
VALVE
(TYPICAL)
1" A.S.M.E. APPROVED
TEMPERATURE AND
PRESSURE RELIEF VALVE
(TYP)
EWH RELIEF PIPE
FULL SIZE OF
DISCHARGE
OPENING. P)
�--- FUNNEL W AIR GAP
1" DRAIN TO
OUTSIDE
I- OVERFLOW DRAIN
PAN FINISHED
FLOOR
ELECTRIC WATER HEATER DETAIL
N.T.S.
Propose
SCALE: 3/16 " =1' -0"
d Plumbing Plan
PLUMBING LEGEND
SANITARY SEWER LINE
COLD WATER LINE
HOT WATER LINE
-+ "x HOSE BIB
PLUMBING GENERAL NOTES AND SPECIFICATION -
1. A. SCOPE OF WORK THE WORK SHALL INCLUDE ALL PLUMBING AND SHOWN ON THE DRAWINGS, SPECIFIED - -_
HEREIN AND OR AS NEEDED FOR A COMPLETE SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO THE:---
FOLLOWING
1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS.
2. SANITARY DRAIN AND VENT SYSTEMS.
3. PLUMBING FIXTURES AND TRIM.
4. AIR CONDITIONING CONDENSATE DRAIN SYSTEMS.
5. PRESSURE AND TEMPERATURE RELIEF FROM WATER HEATER.
6. PIPING INSULATION.
7. SUPPORTS AND HANGERS.
2, B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE
"FLORIDA BUILDING CODE 2010" EDITION
ORDINANCES AND IN COMPLIANCE WITH THE "FLORIDA ENERGY EFFICIENCY CODE FOR
BUILDING CONSTRUCTION," (COMPY WITH FBC 2007 PLUMBING SECTION 8 -31) AND
"HRS" REGULATION. IN THE EVENT OF CONFLICT BETWEEN
ANY CODE OR REGULATIONS, THE MORE STRINGENT REQUIREMENT WILL GOVERN.
CONTRACTOR SHALL 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 OF 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 PROVIDED WITH SUPPORTS, HANGERS, ETC..
6. SANITARY SEWER LINES TO SLOPE 1/8" PER FOOT ON 2" LINES AND 1/4" PER FOOT ON 3' LINES.
7, VENT LINES TO EXTEND MIN OF 9" ABOVE ROOF AND FLASH WITH LEAD.
8. WATER PIPE BELOW GROUND SHALL BE COPPER TYPE W. ABOVE GROUND TO BE COPPER TYPE "L ".
9. PIPING INSTALLATION.
A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH
CODE
B. PROVIDE SLEEVES FOR ALL PIPING THROUGH FOUNDATIONS, SLABS, OR MASONRY WALLS. CAULK
OPENINGS BETWEENPIPE AND SLEEVES.
C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILINGS, PROVIDE ESCUTCHEONS.
FIRMLY SECURE TO THE PIPES AND OF SUFFICIENT OUTSIDE DIAMETER TO COVER THE SLEEVED
OPENINGS FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS.
D. WHERE PIPES PASS THROUGH FIRE RATED FLOOR, WALLS, OR CEILINGS, PROVIDE FIRESTOPS, OR FIRE
BARRIER PENETRATION SEALING SYSTEMS SHALL BE U.L LISTED.
10. INSPECTION AND TESTS.
CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTION TO THE AUTHORITIES HAVING JURISDICTION
AS THE WORK PROGRESS. ALL SYSTEMS SHALL BE TESTED BY CODE AND OR LOCAL REGULATIONS. THE
ENTIRE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE STERILIZED FOLLOWING CODE PROCEDURES.
AFTER STERILIZATION FLUSH THE SYSTEM WITH CLEAN WATER UNTIL SAFE TO BE CONSUMED.
11. UTILITIES CONNECTION
PLUMBING CONTRACTOR SHALL VERIFY AT FIELD AND WITH THE UTILITY COMPANIES THE EXACT POINT OF
CONNECTION FOR WATER AND SEWER SERVICES BEFORE SUBMITTING A BID OR PRICE FOR HIS WORK.
12. PLUMBING CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE FOLLOWING TEST IN THE PRESENCE OF AN
OWNER REPRESENTATIVE.
A. ALL WATER PIPING SHALL BE SUBJECT TO HYDROSTATIC PRESSURE TEST OF 100 PSIG. FOR A PERIOD
OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR.
ANY FIELD CONDITION AFFECTING HIS WORK.
B. DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF SYSTEMS SHALL BE CAPPED AND
ALL LINES FILLED WITH WATER TO HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION IS MADE BY
C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TEST.
13. STERILIZE ALL WATER LINES WITH A MIXTURE OF TWO (2) POUND OF CHLORINATE LIME TO EACH 1.000
GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPE 24 HOURS AND FLUSH
THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE.
14. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN SERVICE TEST AFTER COMPLETION
OF INSTALLATION.
15. PLUMBING CONTRACTOR SHALL FURNISH IN WRITING GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE
FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF (1) YEAR FROM DATE FROM
DATE MOF FINAL ACCEPTANCE, AND THAT HE WILL AT HIS EXPENSE REEPAIR AND REPLACE ALL WORK WHICH
BECOMES DEFECTIVE DURING THE GUARANTEE PERIOD INCLUDING BUT NOT LIMITED TO NECESSARY
DEMOLITION, PATCHING, RE- PATCHING AND REFINISHING.
16. PLUMBING CONTRACTOR IS RESPONSIBLE FOR INCLUDING IN HIS BID, THE COST FOR OBTAINING ALL
NECESSARY PERMITS REQUIRED TO PERFORM THE SCOPE OF THE WORK AND THE INTENT OF THE
CONSTRUCTION DOCUMENTS FORM ALL THE LOCAL AND STATE AUTHORITIES.
17. CONDENSATE DRAIN FROM AIR CONDITIONING UNITS SHALL BE "PVC" SCHEDULE 40 PIPE AND FITTINGS
ALL HORIZONTAL RUN SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX PIPE INSULATION OR EQUAL. SLIP
PIPE INSULATION AND SEAT BUTT JOINTS.
18. ALL PIPING MATERIALS SHALL BE NEW AND AS FOLLOWS:
A. SANITARY WASTE, VENT AND STORM DRAIN PIPING: UNDERGROUND AND ABOVE GROUND PIPING
SHALL BE "PVC" PIPE AND FITTINGS SCHEDULE 40. MATERIAL SHALL COMPLY WITH ASTMD -1784,
TYPE 1.
B. DOMESTIC WATER ABOVE GROUND SHALL BE TYPE "K" COPPER PIPE WITH WROUGHT COPPER
SOLDERED JOINT FITTINGS.
C. DOMESTIC WATER BELOW GROUND SHALL BE TYPE "L" COOPER PIPE WITH WROUGHT COPPER
SOLDERED JOINT FITTINGS.
D. PLUMBING FIXTURES SHALL BE AMERICAN STANDARD, EWER OF KHOLER.
E. ELECTRIC WATER HEATERS SHALL BE BLOTCHING UNLESS OTHERWISE SPECIFIED. SEE SPECIFICATIONS.
F. SOLDER ALLOY SHALL BE LEAD FREE.
J. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS.
LBS. MALLEABLE IRON SCREWED FITTINGS. PIPE 2 -1/2" AND LARGER SHALL BE SCHEDULE 40A BLACK
STEEL PIPE, WITH BUTT WELD FITTINGS.
19. INSULATION:
A. ALL RECALCULATION HOT WATER PIPE SHALL BE INSULATE WITH 1/2- THICK FIBERGLASS MOLDED
INSULATION WITH PRE -SIZSE FACTORY APPLIED "FRJ" JACKET OF GLASS CLOTH WITH LONGITUDINAL LAP
AND BUTT JOINT STRIPS WITH SELF SEALING ADHESIVE.
B. INSULATION SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY OF 0.26 K FACTOR AT 75 DEG. F.
MEAN TEMPERATURE. JACKET INSULATION AND ADHESIVE SHALL HAVE COMPOSITE FIRE AND SMOKE
RATINGS AS PER ASTM E84 -75. FINISHING JACKETS SHALL HAVE A MAXIMUM FLAME SPREAD OF 25.
20. HANGERS AND SUPPORTS.
A. PROVIDE ADJUSTABLE HANGERS, INSERTS, BRACKETS, ROLLS, CLAMPS AND SUPPLEMENTARY STEEL
AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. PROVIDE HANGERS TO ALLOW FOR EXPANSIONS AND
CONTRACTION OF PIPE LINES AND OF ADEQUATE SIZE TO PERMIT COVERING TO RUN CONTINUOUSLY
THROUGH HANGERS. PIPING AT EQUIPMENT SUPPORTED INDEPENDENTLY SO THAT NO WEIGHT WILL BE
SUPPORTED BY EQUIPMENT. COORDINATE LOCATION OF HANGERS WITH LIGHT FIXTURES, AIR
CONDITIONING DUCTWORK AND DIFFUSERS AND WITH EXISTING PIPING SYSTEMS.
B. PROVIDE RISER CLAMPS AT EVERY FLOOR.
21. EXISTING CONDITIONS: CONTRACTOR BY AND THROUGH SUBMISSION OF HIS BID, AGREES THAT HE SHALL
BE HELD RESPONSIBLE FOR HAVING EXAMINED THE SITE, THE LOCATION OF ALL PROPOSED WORK AND FOR
HAVING SATISFIED HIMSELF FROM HIS OWN PERSONAL KNOWLEDGE AND EXPERIENCE OR PROFESSIONAL
ADVICE AS TO THE CHARACTER, AND LOCATION OF THE SITE, THE NATURE OF THE EXISTING CONDITIONS,
THE LOCATION OF EXISTING UTILITIES AND ANY OTHER CONDITIONS SURROUNDING AND AFFECTING THE
WORK, ANY OBSTRUCTIONS, THE NATURE OF EXISTING CONSTRUCTION, AND ALL OTHER PHYSICAL
CHARACTERISTICS OF THE JOB, IN ORDER THAT HE MAY INCLUDE IN THE PRICES WHICH HE BIDS ALL COSTS
PERTAINING TO THE WORK AND THEREBY PROVIDE FOR THE SATISFACTORY COMPLETION THEREOF.
1.
CONTRACTOR TO PROVIDE ANTI -SCALD
PLUMBING FIXTURE CONNECTION
SCHEDULE
AS PER SPC (TYPICAL)
NO.
DESCRIPTION
WASTE
VENT
WATER
REMARKS
2.
CONTRACTOR IS RESPONSIBLE FOR ALL
CONCRETE CUTTING AND PATCHING ALL
SANITARY SEWER AND WATER LINES
COLD
HOT
P -1
LAVATORY
2"
2"
1/2"
1/2"
3.
ALL SANITARY SEWER LINE WHICH ARE
P -2
WATER CLOSET
3"
3/4"
- --
2" MUST SLOPE 1/4" PER FOOT.
(AS PER FBC R P3005.3)
P -3
SHOWER
2"
2"
3/4"
1/2"
EXCEPT OTHERWISE NOTED
P -4
TUB
2"
2"
1/2"
1/20'
4. ALL SANITARY SEWER LINE WHICH ARE
3" MUST SLOPE 1/8- PER FOOT.
(AS PER FBC R P3005.3)
P -5
SINK
2"
2"
1/2"
1/2"
P -6
WASHER
2"
2"
3/4"
1/2"
EXCEPT OTHERWISE NOTED
NOTES: 1-
A.S.= American Standard
2-
All exposed trim, such as
P- traps, angle
stops,
and
supplies shall be chrome plated.
NOTE: ALL
FIXTURES TO COMPLY WITH
F.B.C. WATER
CONSERVATION STANDARDS
G LTI-LLE44 0.
RAMON"
G O N ZALEZ
9000 S.W. 168TH AV
MIAMI. FL. 33196
(305) 4-84--8171
GUILLERMO R. GONZALEZ
FL. REGIST. # AR 1 3960
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PROJECT NAME
ETC
RUSSELL
OLSON
5701 SW 62 AVE.
SOUTH MIAMI, FL 33143 r
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SHEET TITLE
PLUMBING
FLOOR
PLAN
DATE: 09/25/14
DRAWN BY: G.G.
CHECKED BY: G.G.
JOB NO. 03 -001
SHEET NO.
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