12-952-021PLUMBING FIXTURE CONNECTION SCHEDULE
(MIAMI DADE COUNTY)
NOTE: COORDINATE FIXTURE SELECTION WITH OWNER BEFORE BIDDING.
MARK
DESCRIPTION
C.W.
H.W.
WASTE
MAXIMUM WATER FLOW
CONFORMANCE STANDARD
ADDITIONAL NOTES
LAV
LAVATORY (COMMERCIAL)
3/8"
3/8"
1 1/2"
0.5 GPM @ 60 PSI; SENSOR
ASME A112.19.1M, 2M, 3M,
ASSE 1070 DEVICE FOR TEMPERED WATER
HANGER
VAPOR BARRIER
REQUIRED IN RESTROOMS
4M, OR 9M; OR ANSI Z124.3
WC
FLUSH TANK WATER CLOSET
3/8"
-
3"
1.28 GALLONS PER FLUSH
ASME A112.19.6; AND:
TANKS MUST ALSO COMPLY WITH
SHEET STEEL SADDLE AT
' \
O
LEAST 8" LONG
CONCRETE
ASME A112,19.2M. OR ANSI Z124,4
ASME A112.19,2, 9M, OR ANSI Z124.4
SH
SHOWER
1/2"
1/2"
2"
1.5 GPM
ASME A112.18.1 OR ASSE 1016
VALVE TO ALLOW MAX. 1207.
lt'
SHOWER & TUB - SHOWER VALVES
SEE ARCH FOR COMPARTMENT REQ'S.
SK
SINK
1/2"
1/2"
1 1/2"
1,5 GPM Cam? 60 PSI
ASME A112.19.1 M, 2M, 3M,
-
Revisions
4M, OR 9M; OR ANSI Z124.6
EWC
ELECTRIC WATER COOLER
1/2"
-
1 1/2"
-
ASME A112.19.1 M, 2M, OR 9M;
-
(DRINKING FOUNTAIN)
NSF 61 SECTION 9 & ARI 1010
ED
FLOOR DRAIN
-
-
*
-
ASME A112.3.1 OR A112.6.3
* SIZE PER FLOOR PLANS, MIN, 2"
PROVIDE REMOVABLE STRAINER
COORDINATE FIXTURE SELECTION WITH OWNER AND ARCHITECT, AND SUBMIT TO ENGINEER PRIOR TO PURCHASE,
i
PITCH D
TOWARD
CLEAN 01
PERFORATED CAP -----`
18" N
>>
3" MIN
PAN
HALL BE AT
4ME SIZE AS THE
1E DRAIN PAN
CONDENSATE DRA N TRAP DETAIL
N.T.S.
PLUMBING NOTES & DETAILS
Not to Scale
COVER SECUpF- �
WITH SCREW
THREADED C.i
FIN, GRADE
4 X 6" DIA, C
PAD FLUSH W
EXTERIOR TYPE
INT
PLUMB NG NOTES
GENERAL:
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC -2010
AND ALL APPLICABLE LOCAL CODES, RULES AND ORDINANCES,
2, WORK UNDER THIS SECTION INCLUDES FURNISHING ALL LABOR, EQUIPMENT, MATERIALS,
SUPPLIES AND COMPONENTS AS PERFORMING ALL OPERATIONS AS NECESSARY FOR THE
INSTALLATION OF THE COMPLETE PLUMBING SYSTEM.
3. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS,
4. SUBMIT MANUFACTURER'S DATA AND SHOP DRAWINGS ON ALL EQUIPMENT FOR REVIEW
BEFORE INSTALLATION,
5. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST
CLASS WORKMANLIKE MANNER.
6. ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE
JOB SITE.
7, THE CONTRACTOR PERFORMING THE WORK SHALL COORDINATE ALL HIS WORK WITH
OTHER TRADES AND FIELD CONDITIONS.
8. PLUMBER SHALL NOT DEVIATE FROM THE SANITARY CONNECTION FORMAT WITHOUT
ENGINEER'S APPROVAL.
9. THE CONTRACTOR PERFORMING THE WORK, PRIOR TO SUBMITTING HIS BID PRICE, SHALL
VISIT THE SITE, FAMILIARIZE HIMSELF WITH ALL FIELD CONDITIONS AND SHALL OBTAIN
ALL REQUIRED INFORMATION NECESSARY TO COMPLETE THE JOB, ANY DISCREPANCIES
BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND ACTUAL WORK REQUIRED TO
COMPLETE THE JOB SHALL BE TAKEN INTO ACCOUNT IN THE BID PRICE,
10, CONTRACTOR SHALL PROVIDE AND PAY FOR ALL PERMITS, FEES, TAXES, TESTING,
INS
uAL CODES.
13, THE PLUMBING PLANS ARE DIAGRAMMATIC AND DO NOT SHOW EVERY ITEM REQUIRED,
DO NOT SCALE FOR EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC.
14. FULLY COORDINATE ALL MOUNTING HEIGHTS, LOCATIONS AND REQUIREMENTS WITH ALL
PROJECT PLANS AND TRADES BEFORE INSTALLATIONS.
15. NOTIFY THE ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BETWEEN THE PROJECT
DOCUMENTS AND THE ACTUAL CONDITIONS PRIOR CONTINUING CONSTRUCTION.
16, VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION. PROVIDE ACCURATE LAYOUT, GRADES AND ELEVATIONS, SET SLEEVES
AND OPENINGS IN AMPLE TIME. PROTECT ALL WORK AND EQUIPMENT FROM DAMAGE,
17. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION
SHALL BE A PART OF THIS CONTRACT.
18. DO NOT COMPROMISE THE INTEGRITY OF ARCHITECTURAL FEATURES AND STRUCTURAL
ELEMENTS WHEN INSTALLING PIPES AND FIXTURES.
19, ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED
FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE &
WALL /FLOOR SLEEVES WITH U.L. APPROVED FIRE /SMOKE /WATER SEALANT.
20. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES
WHERE USED AS RETURN AIR PLENUMS,
21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL ROOMS,
22, ALL FIRE MAINS, HOT & COLD WATER PIPES, HOT WATER RETURN PIPING, STORM DRAIN,
CONDENSATE AND GAS PIPING SHALL HAVE IDENTIFICATION & FLOW DIRECTIONS BANDS.
23. CONTRACTOR SHALL KEEP A SET OF AS- BUILTS DRAWINGS ON THE JOB SITE AT ALL
TIMES AND DELIVER A SET OF UP TO DATE AS— BUILTS TO THE ENGINEER & OWNER AT
THE COMPETITION OF THE PROJECT.
24. ALL EXPOSED INTERIOR PIPING, FAUCETS, CLEAN —OUT COVERS, ETC, SHALL BE CHROME
PLATED UNLESS OTHERWISE NOTED (U.O.N.).
25. ALL METALLIC PIPING EXPOSED TO WEATHER SHALL BE PAINTED WITH 2 COATS OF
RUST RESISTANT PAINT,
26, OTHER THAN CAST —IRON OR GALVANIZED STEEL, CONCEALED PIPING RUNNING THROUGH
STUDS, JOISTS, ETC, SHALL BE PROTECTED BY MIN, 16 GAGE STEEL SHEET PLATES IF
WITHIN 1 -1/2" OF THE FACE OF THE MEMBER.
27. OTHER THAN CPVC, ALL PIPES PASSING THROUGH CONCRETE OR CINDER SHALL BE
WRAPPED OR SLEEVED WITH A MINIMUM 0.01" THICK CORROSION RESISTANT MATERIAL.
REFER TO FBC PLUMBING 305.1.2 IF PASSING THROUGH SLAB —ON— GRADE.
RAINWATER, SANITARY WASTE, STORM DRAIN AND VENT PIPING:
1. PIPING SHALL BE CAST IRON NO —HUB ABOVE GROUND AND SCHEDULE 40 PVC —DWV
BELOW GRADE, FITTINGS SHALL MATCH THE PIPING MATERIAL,
2. ALL PIPING AND FITTINGS SHALL COMPLY WITH THE STANDARDS LISTED IN FBC
PLUMBING TABLES 702.1- 702.4, AS APPROPRIATE,
3, PIPING FITTINGS USED FOR CHANGES IN DIRECTION SHALL COMPLY WITH FBC PLUMBING
TABLE 706,3,
4, ALL SANITARY HORIZONTAL PIPING SHALL BE UNIFORMLY SLOPED 1/4" PER LINEAR
FOOT FOR DIAMETERS OF 2 -1/2" & LESS, AND 1/8" PER LINEAR FOOT FOR DIAMETERS
OF 3" & OVER. STORM DRAIN PIPING SLOPE SHALL BE AS NOTED IN CALCULATIONS.
5. EXTENSION OF VENT PIPES THROUGH THE ROOF SHALL BE TERMINATED AT LEAST 12"
ABOVE IT.
6. A CONNECTION BETWEEN A VENT PIPE AND A VENT STACK SHALL BE AT LEAST 6"
ABOVE THE FLOOD RIM OF THE HIGHEST FIXTURE SERVED BY THE VENT.
7. ALL VENT AND VENT BRANCH PIPE SHALL BE SO GRADED AND CONNECTED AS TO
DRAIN DRY,
8, THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE' SHALL BE MADE WATER TIGHT
BY PROPER FLASHING.
9, ALL SINKS AND LAVATORIES WITH EXPOSED DRAIN PIPES 'SHALL BE CHROME PLATED
COPPER TUBE. ALL BRANCH WASTE PIPING IN WALLS TO BE PLAIN COPPER TUBE,
WAI I TYPE
FACE OF WALL
STAINLESS STEEL COVER
SCREWED TO THREADED
C.O, PLUG.
TYP CAE CSN OU T D ETA E
N.T.S.
HANGER ROD
SUPPORT NUT
HEAVY DUTY
CLEVIS HANGER
PIPE
CLEVIS HANGER
SINGLE HORIZONTAL RUNS
NO VAPOR BARRIER INSULATION
WEB MEMBERS
WEB MEMBERS
BENT STRAP 1 1/2"
3/15" OVER VERT,
LESS OF ANGLES
BOTTOM CHORDS
OF STEEL JOIST
DOMESTIC WATER PIPING:
1. NO WATER LINES SHALL RUN INSIDE CONCRETE SLABS.
2. WATER PIPING SHALL BE TYPE 'L' COPPER FOR 2" & UNDER AND TYPE 'K' COPPER FOR
2 -1/2" & ABOVE. ALL UNDERGROUND PIPING SHALL BE TYPE 'K' IN POLYETHYLENE
SLEEVE. JOINTS WITH 95/5 LEAD —FREE SOLDER, INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS. COPPER TYPE 'M' OR CPVC FLOWGUARD GOLD PIPE WILL BE
ALLOWED FOR WATER DISTRIBUTION INSIDE RESIDENTIAL UNITS AFTER UNIT SHUT —OFF
VALVE AND PRV.
3, ALL PIPING AND FITTINGS SHALL COMPLY WITH THE STANDARDS LISTED IN FBC
PLUMBING TABLES 605.3 - 605.5, AS APPROPRIATE.
4. INSTALL CAPPED WATER HAMMER ARRESTOR AND MECHANICAL SHOCK ABSORBERS NOT
LESS THAN 3/4" AND 18" HIGH WHERE SHOWN ON WATER RISER AND AT ALL WASHING
MACHINES, BATH TUBS AND SHOWERS; WITHIN 12" ON THE SUPPLY SIDE OF THE VALVE
WHERE TUB SHOWER HEAD OR FILLSPOUT EXCEEDS 6 FEET FROM THE VALVE; AND AT
EACH GROUP OF FIXTURES IN COMMERCIAL BUILDINGS,
5. PROVIDE DIELECTRIC ISOLATION BETWEEN CONTACT OF DISSIMILAR METALS INCLUDING
EQUIPMENT CONNECTIONS.
6, POLISHED CHROME ESCUTCHEON PLATES REQUIRED ON ALL WALL PENETRATIONS.
7, EACH FIXTURE AND PIECE OF EQUIPMENT SHALL PROVIDED WITH SHUT OFF VALVES FOR
BOTH HOT AND COLD WATER,
8. THE WATER DISTRIBUTION SYSTEM SHALL BE PROTECTED AGAINST BACKFLOW. PROVIDE
INCOMING WATER BACKFLOW PREVENTION DEVICES AS SPECIFIED IN FBC PLUMBING
SECTIONS 608.13 -16.
9. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED
WALLS MUST MAINTAIN THE SAME RATING & MUST MATCH THE FINISH OF THE WALL IN
WHICH IT IS INSTALLED. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECT
PRIOR TO INSTALLATION.
10. INSTALL AN APPROVED WATER PRESSURE REGULATOR WITH STRAINER WHERE WATER
PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI STATIC.
11, ALL SHOWER VALVES SHALL BE ANTI —SCALD /PRESSURE BALANCING,
12. PROVIDE THE WATER HEATER WITH AN APPROVED GALVANIZED DRAIN PAN WITH A
MINIMUM OF 2" HIGH SIDES THE DRAIN PAN SHALL BE EQUIPPED WITH A 3/4" MINIMUM
DRAIN OUTLET LOCATED 1/2" ABOVE THE BOTTOM OF THE PAN.
13, PRESSURE AND TEMPERATURE RELIEF VALVES SHALL BE INSTALLED FOR ALL WATER
HEATERS (TANK —TYPE AND TANKLESS), AND AN EXPANSION TANK AS REQUIRED.
14. THE HOT WATER SUPPLY TO ANY FIXTURE REQUIRING HOT WATER SHALL BE IN THE
LEFT SIDE OF THE FIXTURE UNLESS OTHERWISE SPECIFIED.
15. ALL WATER HEATERS (TANK —TYPE AND TANKLESS) SHALL HAVE THERMOSTATIC
CONTROL SETPOINTS IN ACCORDANCE WITH FBC,
CONDENSATE PIPING:
1. A/C CONDENSATE PIPES AND FITTINGS SHALL BE COPPER TYPE 'DRAIN, WASTE AND
VENT' (DWV) ABOVE GRADE AND PVC SCHEDULE 40 BELOW GRADE.
2. ALL CONDENSATE PIPING RUNNING INSIDE UNCONDITIONED SPACE SHALL BE INSULATED
WITH 3/4" CLOSED CELL FLEXIBLE ELASTOMERIC WITH FLAME SPREAD AND SMOKE
DEVELOPED RATINGS OF NO GREATER THAN 25/50.
HANGERS AND SUPPORTS:
1. PROVIDE ADJUSTABLE HANGERS, INSERTS AND SUPPLEMENTARY STEEL AS REQUIRED
FOR PROPER SUPPORT OF PIPE LINES,
2, ALL HANGERS FOR COPPER PIPES TO BE COF
_EANOUT COVERS:
WALLS: JOSAM 58600 —SS
RESILIENT FLOORS: JOSAM 58,360 FERRULE WITH 8640 AND NIKALOY TOP
CONCRETE FLOORS: JOSAM 58360 WITH NIKALOY TOP
TILE FLOORS: JOSAM 58480 FERRULE WITH NIKALOY COVER.
3, PROVIDE ACCESS PANEL TO ANY NON— ACCESIBLE CLEANOUT AS NECESSARY.
INSULATION:
1. HOT WATER AND HOT WATER RETURN PIPING:
1/2" TO 1" USE 3/4" THICK MOLDED FIBERGLASS PIPE INSULATION WITH FACTORY
JACKET WITH LONGITUDINAL LAP AND BUTT JOINT STRIPS WITH SELF SEALING
ADHESIVE.
1 1/4" TO 2" USE 1 1/2" THICK INSULATION AS ABOVE.
2. CONDENSATE RUNS ABOVE GROUND MUST BE INSULATED WITH INSULATED WITH 3/4"
CLOSED CELL FLEXIBLE ELASTOMERIC WITH FLAME SPREAD AND SMOKE DEVELOPED
RATINGS OF NO GREATER THAN 25/50.
3. STORM DRAIN WITHIN THE CONDITIONED SPACE SHALL USE 3/4" THICK MOLDED
FIBERGLASS PIPE INSULATION WITH FACTORY JACKET.
4. COLD WATER PIPE ENTERING A WATER HEATER (FIRST 8 FEET) MUST BE INSULATED
WITH 112" ARMAFLEX.
5. ALL EXPOSED HANDICAP LAVATORIES DRAIN PIPING AND HOT & COLD WATER STOPS
AND SUPPLIES SHALL BE INSULATED AS PER ADA REQUIREMENTS WITH A UPC
APPROVED SOFT COVER.
HANGER ROD
O
HEAVY DUTY CONCRETE
LOCKING NUT
STEEL INSERT WITH
° ^g• ° ^800�8a °`° ^8,
ELONGATED STRAP
SUPPORT NUT
°°a °s = ° °`•°
HEAVY DUTY CLEVIS
ni
HANGER
VAPOR BARRIER
8�n,
INSULATION
C�
V
�
INSERT NUT
16 GAUGE ZINC COATED
W
HANGER ROD
SHEET STEEL SADDLE AT
' \
O
LEAST 8" LONG
CONCRETE
INSERT
CLEVIS HANGER
SINGLE HORIZONTAL RUNS
WITH VAPOR BARRIER INSULATION
HANGER NUT
ONE ANGLE ON EACH
SIDE OF WEB MEMBERS
REST ON TOP OF
BOTTOM CHORDS STEEL
JOISTS BETWEEN PANEL
POINTS, SIZE FOR LOAD
STEEL JOIST
BEAM
BEAM CLAMP
HANGER ROD
SIZE AS REQ.
STEEL BEAM
PPE SUPPORT DETA
N.T,S. (FOR SANITARY & WATER PIPING)
(SPACING OF HANGERS TO BE IN ACCORDANCE WITH FBC RESIDENTIAL TABLE P2605.1.)
THESE PLANS ARE FOR BUILDING DEPARTMENT
REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING
DEPARTMENT APPROVALS ARE OBTAINED.
Ofer Stark, AIA
License 96 196
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PLUMBING
NOTES AND
DETAILS
a, ; " Project No: 6280603
PROJECT
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1245
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P: 954.680.2690 F: 954.414.9393 www.rcieng.com PE's— ,1�1C� #66:481
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Drawn By: OS
Checked By: OS
Date 07 -23 -2012
Revisions
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PLUMBING
NOTES AND
DETAILS
a, ; " Project No: 6280603
PROJECT
#'
1245
C. A.#: 3;8 iL ry.
27662 s �s
_z
g g, CQLD ELL ac, .
,,'
5450 GRIFFIN ROAD SUITE A, DAVIE, FL 33314 0S,Cy`Jitl' � SEBE�E
P: 954.680.2690 F: 954.414.9393 www.rcieng.com PE's— ,1�1C� #66:481
P -2.0