09-929-032�
PLUMBING SPECIFICATIONS
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL
CODES AND ORDINANCE. ALL MATERIALS SHALL BE NEW, FREE OF DEFECTS, AND OF
AMERICAN MANUFACTURE. ALL REQUIREMENTS AND MATERIALS SHALL BE AS PROVIDED
FOR ORIGINAL BUILDING AND AS INDICATED IN THESE DRAWINGS AND SPECIFICATIONS.
2. SANITARY, WASTE, VENT, AND STORM PIPING SHALL BE CENTRIFIGAL CAST IRON BELL AND
SPIGOT BELOW GRADE AND NO-HUB SYSTEM NTH STAINLESS STEEL COUPLINGS ABOVE
GRADE EXCEPT VENTS ABOVE GRADE MAY BE SCHEDULE 40 GALVANIZED IRON. WHERE
ALLOWED BY LOCAL AUTHORITIES DWV PVC MAY BE USED INSTEAD OF CAST IRON AND
3. CONDENSATE DRAINS ABOVE GROUND SHALL BE INSULATED COPPER TYPE "M" OR DWV
BELOW GROUND AS SPECIFIED FOR SANITARY PIPING.
4. POTABLE WATER PIPING BELOW GROUND SHALL BE TYPE "K" SOFT TEMPER AND HOT AND
COLD WATER PIPING ABOVE GROUND SHALL BE TYPE "L" OR HARD TEMPER COPPER
TUBING WITH WROUGHT COPPER FITTINGS AND SOLDER-FREE JOINTS. POTABLE WATER
PIPING SHALL NOT BE INSTALLED BELOW ANY FLOOR ON GRADE OR FILL. TYPE "M"
COPPER IS ACCEPTABLE.
5. PIPE SUPPORTS SHALL BE PROVIDED TO BE COMPATIBLE NTH PIPING, INSULATION,
STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANSION.
6. THE CONTRACTOR SHALL CONNECT TO ALL EQUIPMENT FURNISHED BY THE OWNER.
7. EACH NEW FIXTURE AND EQUIPMENT SUPPLY SHALL BE PROVIDED WITH A SUPPLY STOP
OR SHUT-OFF VALVE AS APPLICABLE.
8. WATER HAMMER ARRESTORS SHALL BE PROVIDE AND INSTALLED INSTALLED AS PER
PDI-M 201 & FPC 604.9. WATER HAMMER ARRESTORS MAY BE PROVIDED AT EACH
FIXTURE SUPPLY AT CONTRACTOR'S OPTION AND AT NO ADDITIONAL COST TO OWNER.
9. PROVIDE DIELECTRIC FITTINGS IN ALL PIPING SYSTEMS WHERE CONNECTING DISSIMILAR
MATERIALS AND PROTECT AGAINST CONTACT OF DISSIMILAR THRU-OUT THE INSTALLATION.
10. INSULATE ALL HOT WATER, CONDENSATE DRAINS. AND WATER COOLER WASTES PROVIDED.
11. INSULATE HOT WATER PIPING WITH 1" ARMAFLEX INSULATION.
12. INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAINS IN PLENUM
AREAS. FINISH WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAINT ALL AS PER THE
MANUFACTURER'S INSTRUCTIONS,
13. ALL HOSE BIBBS AND HOSE CONNECTIONS THIS PROJECT SHALL BE PROVIDED WITH
VACUUM BREAKERS.
14. ALL WATER PIPING PROVIDED SHALL BE TESTED AT 100 PSIG MINIMUM HYDROSTATIC
PRESSURE FOR A MINIMUM OF 4 HOURS AND SANITIZED AS PER FPC 610.1.
15. ALL SOIL, WASTE, VENT, AND STORM PIPING PROVIDED SHALL BE TESTED WITH A 10 FOOT
HEAD OF WATER. WATER LEVEL POINT OR HYDROSTATIC PRESSURE GAUGE, WHERE
ALLOWED BY LOCAL AUTHORITIES, SHALL REMAIN UNCHANGED FOR A MINIMUM OF 4
16. CONTRACTOR SHALL OBTAIN APPROVED MANUFACTURER'S INSTALLATION DRAWINGS FOR
ALL EQUIPMENT AND CASEWORK AND CASEWORK DIMENSIONED ROUGH-IN LAYOUT PRIOR
TO PROCEEDING WITH ANY WORK.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIXTURE, CASEWORK, AND EQUIPMENT
ROUGH-IN DIMENSIONS AND CORRECT FLOOR AND WALL PENETRATION.
18. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT TO ARCHITECT FOR
APPROVAL PRIOR TO PURCHASE.
19. CONTRACTOR SHALL PROVIDE ALL SYSTEMS INDICATED IN THESE SPECIFICATIONS ON THE
DRAWINGS AND AS REQUIRED TO COMPLY WITH LOCAL CODES AND ORDINANCES AS
APPLICABLE TO COMPLETING WORK FOR INTENDED OCCUPANCY. IT IS THE INTENT OF
THESE PLANS AND SPECIFICATIONS FOR CONTRACTOR TO PROVIDE A COMPLETE AND
OPERATING INSTALLATION INCLUDING ALL OBVIOUSLY NECESSARY ITEMS EVEN THOUGH
ITEMS ARE NOT INCLUDED ON THE DRAWINGS OR IN THE SPECIFICATIONS.
� 20. FAMILIARIZE HIMSELF WITH ALL 80SONC CONDITIONS BEFORE PROCEEDING WITH THE
- WORK.
21. PROVIDE TEMPORARY POTABLE WATER SERVICE AS REQUIRED ON SITE FOR ALL TRADES.
22. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION.
23. CDT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE WORK BY THIS
CONTR&CTDH, AND REPAIR ALL FLUORS, WALLS, ETC. DAMAGED BY SUCH CUTTINGS. ALL
00RN DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO LANDLORD AND
STRUCTURAL REQUIREMENTS, AND FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP
REQUIRED OF APPLICABLE TRADES FOR THE 8U|LD|NC,
24. PROVIDE AN ACCURATE LAYOUT, GRADES, AND ELEVATIONS; SET SLEEVES AND
OPENINGS IN AMPLE TIME; TAKE PROPER PRECAUTIONS TO PROTECT ALL WORK AND
EQUIPMENT FROM DAMAGE INCLUDING EXISTING.
25. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCES WITH
THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE
CODES AND STANDARDS.
-
26. PROVIDE FIXTURES AND WATER HEATERS AS INDICATED ON DRAWINGS.
37. CONTRACTOR SHALL PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND REQUIRED
FOR ALL SYSTEMS PROVIDED.
28. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TAXES
REQUIRED TO INSTALL AND COMPLETE SYSTEMS INDICATED ON THE DRAWINGS AND
SPECIFIED HEREIN.
29. AT COMPLETION OF WORK REMOVE ALL RUBBISH AND DEBRIS CAUSED BY THIS WORK AND
THOROUGHLY CLEAN ALL RELATED FIXTURES AND EQUIPMENT.
30. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS
FOR A PERIOD OF NOT LESS THAN 1 (ONE) YEAR FROM DATE OF ACCEPTANCE.
31. CONTRACTOR TO KEEP ACCURATE AS-8UiLTS AND SHALL SUBMIT THREE (J) COP/ES TO
ARCHITECT/ENGINEER SEVENTY TWO /72\ HOURS PRIOR TO FINAL INSPECTION.
32. CONTRACTOR TO NOTIFYARCH|TECT/ENQNE[R IMMEDIATELY UPON ANY DISCREPANCIES, IF
FOUND.
33. ALL PLUMBING FIXTURES TO COMPLY WITH FPC TABLE 604.4
34. THE FIRST 8'-0^ OF OUTLET PIPING FOR A CONSTANT TEMPERATURE NONREC!RCULATING
STORAGE SYSTEW, AND THE INLET PIPE BETWEEN THE STORAGE TANK AND A HEAT TRAP
IN A NONREC|RCULATING STORAGE SYSTEM SHALL BE INSULATED TO LEVELS SHOWN IN
THE FBC 13-412.1.A8C.4
35. NO DEAD ENDS SHALL BE PERMITTED. THE REMOVAL OF PLUMBING FIXTURES SHALL
COMPLY WITH FPC 704.5.
36. ALL EQUIPMENT CONNECT FOR CONSUMPTION T0 HAVE BACKFL0VYPREVENTER.
37, ALL EXPOSED PIPING UNDER LAVATORIES SHALL BE INSULATED AS PER FPC 404.6.4.
38. ALL VALVES SHALL BE IDENTIFIED AS PER FPC 606.4.
30. ALL HOSE B|BBB ARE TO BE SEPARATELY VALVED AS PER FPC 606.2.
40' ALL PIPING TO BE IDENTIFIED AS PER FPC 608.8.
41. ALL INDIRECT WASTE PIPING TO BE TRAPPED AS PER FPC 802.2.
| | 42. PROVIDE CLEANOUTS AT-75'-U^ ON CENTER AND AT ALL TURNS.
HANGER ROD SCHEDULE
PIPE SIZE
ROD SIZE
PIPE SIZE
ROD SIZE
HOT WATER 1107
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HOT-VIATE,"Z 1437
NONPOTABLE WATER
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� HEAVY ~~.. CONCRETE -
STEEL INSERT NTH
ELONGATED STRAP
INSERT NUT = �-HANGER ROD
CONCRETE INSERT
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WEB MEMBERS ONE ANGLE ON EACH
CONCRETE ST GER NUT SIDE OF WEB MEMBERS
SEE PROJECT
REST ON TOP OF
PLANS
BOTTOM CHORDS STEEL
ouv. o.°°P .,/z JOISTS BETWEEN PANEL
WELDS
3/16 OVER vcR/ POINTS. SIZE FOR LOAD
LESS OF ANGLES BOTTOM CHO I HEAVY DUTY CONC.
OF STEEL JO|ST---~- -- JOIST CLAMP
~-�
HANGER ROD ANGER ROD
CONCRETE JOIST
'A�� LOCKING NUT
SUPPORT NUT STRUCTURAL STEEL
HANGER ROD BEAM (SEE PROJECT
HEAVY DUTY PLANS ^FOR
SUPPORT �-� HANGER HEAVY - -- - VAPOR BARRIER HEAVY DUTY
HANGER INSULATION BEAM CLAMP -7T241,
PIPE
16 GAUGE ZINC COATED r us
S*EET STEE� 3ADDL[ AT EYE SDCnET-
LEA�T 8 , -' ~�~ ^�'
LONG *ANCE8 ROD-~-
CLEVIS HANGER CLEVIS HANGER STEEL BEAM
SINGLE HORIZONTAL RUNS SINGLE HORIZONTAL RUNS
NO VAPOR BARRIER INSULATION WITH VAPOR BARRIER INSULATION
SCALE: NTS
IRON BODY TRAP SCREW FERRULE &c ALL BRASS FINISH GRADE
CLEANOUT WITH COUNTERSUNK HEAD
FINISH GRADE PROVIDE POURED CONC. MINIMUM 1"
BLOCK MEN C.O. IS NOT
POURED CONC,
BLOCK WHEN �SAME SIZE AS
CLEANOUT IS _ M)
NOTIN COMBINATION SIZE 4"
PAVED AREA 1/8- BEND
EXTERIOR INTERIOR
ELEVATION ELEVATION
IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE
CLEANOVT WITH COUNTERSUNK HEAD
PROVIDE VALVE BOX.
WITH COVER LABELED
C.O. IN PACED AREA
STAINLESS STEEL COVER
SCREWED TO THREADED
CO PLUG S
. .
`�--FACE OF WALL COMBINATION MAX.
1/8^ B
PAVED AREA
TYPICAL CLEANOUTS DETAIL
SCALE: NTS
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/ P5IG AIR CHARGE
PE L COPPER TUBE
VEnTEDnHPp PISTON. TWO
)DM O-RINGS, PRESSURE
)RR|CATED NTH DOW-CORNING
`A APPROVED 111 SILICONE
}MPDUND
AMLESS SPIN REDUCTION
AD FREE SOLDER JOINT
ANnAnD WROUGHT COPPER
APTER NTH WRENCH HEX
JOSAM SIZING CHART DIMENSIONS
LEGF_N0.
COLD -,QATLR_
EL
HOT WATER 1107
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HOT-VIATE,"Z 1437
NONPOTABLE WATER
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FILTERED WATER
WASTE
w
LL
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G- GREASY WASTE
_G- EXISTING GREASY WASTE
GAS
RAIN WATER LEADER
CONDENSATE
ABBREVIATIONS
CD
CONDENSATE
CID
WALL CLEAN OUT
CW
COLD WATER
75006-1
6=mmiiiii!
15
FLUSH CLEAN OUT
15-1/8
2-1/8
WATER HAMMER ARR"ESTOR DETAIL
SCALE: NT5
,
HOT OUTLET COLD
�/8^ CoppEe TUBING
MOUNTING FLOW CONTROL l-
Woumnwo plANoEs («) if
\\ I M
INSTANT-FLOW HEATER -� \\ 0
1 WAY |
COLD INLcT wmN - ANGLE STOP VALVE |
COMPRESSION FITTINGS p0 4=0 J-BOX
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FLUMBING WATER RISER DIAGRAM
SCALE: NJZ. !
LINE
LEGF_N0.
COLD -,QATLR_
EL
HOT WATER 1107
Ln
HOT-VIATE,"Z 1437
NONPOTABLE WATER
`
FILTERED WATER
WASTE
w
LL
| -------�
G- GREASY WASTE
_G- EXISTING GREASY WASTE
GAS
RAIN WATER LEADER
CONDENSATE
ABBREVIATIONS
CD
CONDENSATE
CID
WALL CLEAN OUT
CW
COLD WATER
FU
FIXTURE UNITS
FCO
FLUSH CLEAN OUT
FD
FLOOR DRAIN
FS
FLOOR SINK
FFD
FUNNEL DRAIN
HD
HUB DRAIN
LL
cc
HW
HOT WATER
HWR
HOT WATER RECIRC
Im
ICE MACHINE
ORD
OVERFLOW ROOF DRAIN
RD
ROOF DRAIN
RWL
RAIN WATER LEADER
SOV
SHUT-OFF VALVE
TP
TRAP PRIMER
VTR
VENT THRU ROOF
VIF
VERIFY IN FIELD
SLOPE OF HORIZONTAL DRAINAGE PIPE
SIZE (INCHES) MINIMUIM SLOPE (INCH PER FOOT)
18 OR LARGER 1/16
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