09-10-014PLUMBING SPECIFICATIONS
1. i 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
I AMERICAN MANUFACTURE. ALL REQUIREMENTS AND MATERIALS SHALL BE AS PROVIDED
I 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 WITH STAINLESS STEEL COUPLINGS ABOVE
GRADE EXCEPT VENTS ABOVE GRADE MAY BE SCHEDULE 40 GALVINIZED IRON. WHERE
ALLOWED BY LOCAL AUTHORITIES DWV PVC MAY BE USED INSTEAD OF CAST IRON AND
GALVANIZED.
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" HARD TEMPER COPPER TUBBING
WITH WROUGHT COPPER FITTINGS AND SOLDER-FREE JOINTS. POTABLE WATER PIPING
SHALL NOT BE INSTALLED BELOW ANY FLOOR ON GRADE OR FILL.
5. PIPE SUPPORTS SHALL BE PROVIDED TO BE COMPATIBLE WITH PIPING, INSULATION,
STRUCTURE, AND COMPENSATE FOR CONTRACTION AND EXPANTION,
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-WH 201 & FPC 604.9. ALL OTHER FIXTURES & SUPPLIES TO HAVE AIR CHAMBERS.
WATER HAMMER ARRESTORS MAY BE PROVIDED AT EACH FIXTURE SUPPLY AT
CONTRACTOR'S OPTION AND AT NO ADDITTIONAL 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
HOURS.
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. CONTRA CTOR 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. THE CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND COMPLETELY
FAMILIARIZE HIMSELF WITH ALL EXISTING 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. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMEDATE THE WORK BY THIS
CONTRACTOR, AND REPAIR ALL FLOORS, WALLS, ETC. DAMAGED BY SUCH CUTTINGS. ALL
WORK 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 BUILDING.
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 WI TH
THE PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE
CODES AND STANDARDS.
26. PROVIDE FIXTURES AND WATER HEATERS AS INDICATED ON DRAWINGS.
27. 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 -BUILTS AND SHALL SUBMIT THREE (3) COPIES TO
ARCHITECT /ENGINEER SEVENTY TWO (72) HOURS PRIOR TO FINAL INSPECTION.
32. CONTRACTOR TO NOTIFY ARCHITECT /ENGINEER 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 NONRECIRCULATING
STORAGE SYSTEM, AND THE INLET PIPE BETWEEN THE STORAGE TANK AND A HEAT TRAP
IN A NONCIRCULATING STORAGE SYSTEM SHALL BE INSULATED TO LEVELS SHOWN IN THE
FBC TABLE 13-411.1.ABC.2
35. NO DEAD ENDS SHALL BE PERMITTED. THE REMOVAL OF PLUMBING FIXTURES SHALL
COMPLY WITH FPC 704.5.
36. ALL EQUIPMENT CONNECT FOR CONSUMPTION TO HAVE BACKIFLOW PREVENTER,
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.
39. ALL HOSE BIBBS ARE TO BE SEPARATELY VALVED AS PER FPC 606.2.
0
HANGER ROD SCHEDULE
PIPE SIZE
ROD SIZE
PIPE SIZE
ROD SIZE
UP TO 2"
3/8- DIA.
4- THRU 6-
5/8" DIA.
2 1/2" TO 3"
1 1/2-
6" THRU 12"
7/8- DIA.
BENT STRAP 1 1/2 "
3/16- OVER VERT.
LESS OF ANGLES -
BOTTOM CHORDS
OF STEEL JOIST -
• vo
-vp�-_y
*Ole 00 -0 '1111 -
••i''•
HEAVYDUTY CONCRETE
STEEL INSERT WITH
ELONGATED STRAP
INSERT NUT I HANGER ROD
CONCRETE INSERT
WELDS WEB WEB MEMBERS ONE ANGLE ON EACH -CONCRETE JOIST
HANGER NUT SIDE OF WEB MEMBERS SEE PROJECT
REST ON TOP OF - 0 PLANS
BOTTOM CHORDS STEEL
JOISTS BETWEEN PANEL
v f
I I _2SNI 9 1 POINTS. SIZE FOR LOAD
I HEAVY DUTY CONC.
STEEL JOIST JOIST CLAMP
HANGER ROD HANGER ROD
LOCKING NUT CONCRETE JOIST
SUPPORT NUT STRUCTURAL STEEL
HANGER ROD D r*AkA (SEE PROJECT
HEAVY DUTY CLEVIS PLANS FOR
SUPPORT NUT HANGER SIZE) -
HEAVY DUTY CLEVIS ... VAPOR BARRIER HEAVY DUTY
HANGER BEAM CLAMP
PIPE INSULATION
16 GAUGE ZINC COATED
..... SHEET STEEL SADDLE AT EYE SOCKET
i LEAST 8" LONG HANGER ROD
CLEVIS HANGER CLEVIS HANGER STEEL BEAM
SINGLE HORIZONTAL RUNS SINGLE HORIZONTAL RUNS
NO VAPOR BARRIER INSULATION WITH VAPOR BARRIER INSULATION
IRON BODY TRAP SCREW FERRULE Se ALL BRASS -FINISH GRADE
CLEANOUT WITH COUNTERSUNK HEAD
PROVIDE POURED CONC. MINIMUM 1"
FINISH GRADE BLOCK WHEN C.O. IS NOT
IN SIDEWALK OR SLAB-,,,,"
to 10 j! 61'.2;
!o I _0 01, &
APPR
ire.,
12-xl2"x8"
POURED CONC.
BLOCK WHEN r --SAME SIZE AS
E MAX. CLEANOUT IS SEWER - MA
W
NOT IN COMBINATION "Y" & SIZE 4"
PAVED AREA 1/8" BEND -------- '
EXTERIOR
ELEVATION
klibill
INTERIOR
ELEVATION
IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE
CLEANOUT WITH COUNTERSUNK HEAD
PROVIDE VALVE BOX.
WITH COVER LABELED
C.O. IN PACED AREA
N
1*;o;Fwy41 11M ARM-NAL
WA: i FA; i -03
STAINLESS STEEL COVER
SCREWED TO THREADED ...._-SAME SIZE AS
C.O. PLUG
SEWER - MAX.
WE
FACE OF WALL COMBINATION "Y" & SIZE SIZE 4-
1/8- BEND--------
C.O. IN
PAVED AREA
TYPICAL CLJ7-4_,AN_. OUTS DETAIL,
SCALE: NTS
PLUMBING DETAILS, NOTES, AND RISER DIAGRAMS
SCALE: N.T.S.
A `��
MIPS
ROLLED AND
CLOSED AND SEAMLESS
SIG AIR CHARGE
YPE L COPPER TUBE
'RTED HHPP PISTON.
� EPDM O-RINGS, PRESSURE
RICATED WITH DOW-CORNING
APPROVED Ill SILICONE
IPOUND
SEAMLESS SPIN REDUCTION
LEAD FREE SOLDER JOINT
STANDARD WROUGHT COPPER
ADAPTER WITH WRENCH HEX
JOSAM SIZING CHART DIMENSIONS
TYPE NO.
PDI SYMBOLS
FIXT. UNITS
A
8
C
75001-S
A
I TO 11
1/2
6-1/2
1-3/8
75002-S
B
12 TO 32
3/4
8-3/4
1-3/8
75003-S
C
33 TO 60
1
11
1-3/8
75004-S
D
61 TO 113
1
10-1/8
2-1/8
75005-S
E
114 TO 154
1
12-5/8
2-1/8
75006-S
F
155 TO 330
1
15-1/8
2-1/8
WATER HAMMER ARRESTOR DETAIL
SCALE: NTS
LINE
LEGEND
SIZE (INCHES)
COLD WATER
2-1/2- OR LESS
HOT WATER 110T
3 TO 6"
HOT WATER 140-7
8 OR LARGER
WASTE
- - -
- - - - - EXISTING WASTE
-- -
- - - -- VENT
Z
0
CONDENSATE
Co
WALL CLEAN OUT
FU
FIXTURE UNITS
FCO
FLUSH CLEAN OUT
FD
FLOOR DRAIN
FS
FLOOR SINK
FFD
FUNNEL DRAIN
HD
HUB DRAIN
TP
TRAP PRIMER
VTR
VENT THRU ROOF
1 VIF
I
VERIFY IN FIELD
SLOPE OF HORIZONTAL
DRAINAGE PIPE
SIZE (INCHES)
MINIMUIM SLOPE (INCH PER FOOT)
2-1/2- OR LESS
1/4
3 TO 6"
1/8
8 OR LARGER
1/16
E � 2°
N,
FLUMBING &ANITARY RISER DIAGRAM
SCALE: N.T.S.
1 2r � �' 1 /
����} SATHRgT N
HLAv our, (vj
Oru)
FLU" 5ING WATER RISER DIAGRAM
SCALE: N.T.S.
,R�Up isp Eki
VIP
VF
"ROUp AN
(6F�} Vki ST1 NG
buckri ErIPMEEMU ME.
conouRing engineero
I- PMW PS FIL FES 49832
4920 ne W ave ste 2M RkuJadap- ft 33334
koM_ C9 54D 938-Iffil FLA. FEM *EB-MO3305
W W
Z
L)
W a:
0 4
0
U
U)
)
< 15
LL
16
9.1
UJ
w
LL
W
0-
0
L
LL
w
qw
wNN'
In
Z�
W E3
rn
m W
w
i_-?
0
.
W W
Z
L)
W a:
0 4
0
U
U)
)
< 15
LL
16
9.1
UJ
w
LL
W
0-
0
L
LL
In
qw
wNN'
In
LL
E3
Z
0
z
E3
•
>
13
13
z
W
cc
M
w
w
W
Ir
4
Z
0
�
�
o
L)
ED
iii
W W
Z
L)
W a:
0 4
0
U
U)
)
< 15
LL
16
9.1
UJ
w
LL
W
0-
0
L
LL
■
■
•