HomeMy WebLinkAbout5193-P1P L U K R I k G t F F N, ri
SYMBOL
-G
_SD_
—CD
Ixe
ABBREV..
S OR W
DESCRIPTION
SOIL OR WASTE
ABBREV.
R.D.
DESCRIPTION
ROOF DRAIN
G
GAS�
A*P.
ACCESS PANEL
C.W.
COL DT WATER
P.O.C.
POINT OF CONNECTION
H.W.
HOT WATER
P.T.
PLUGGED TEE
H.W.R.
HOT WATER RETURN
P.Y.
PLUGGED,.WYE
V.
SANITARY VENT
P.O.
PLUGGE9 OUTLET
S.D.
STORM DRAIN ABOVE GRADE
V.T.R.
VENT-THRU-ROOF
C.D.
CONDENSATE DRAIN
HDR..
HEADER
FCO OR
CO.T.G.
FLOOR CLEANOUT OR CLEANOUT
TO GRADE
F.H.C.
FIRE HOSE CABINET
W.C.00
WALL CLEANOUT
A.D.
AREA DRAIN
H.B.
HOSE BIBB
R.I.&C.
ROUGH -IN & CONNECT
S.A.V.
SHU-T-OFF GATE VALVE
V.B,.F.
VENT BELOW FLOOR
S.O.Ce
SHUT-OFF GAS COCK
C A -
COMBUSTION AIR
C.V., CHECK VALVE V.C.P. VITRIFIED CLAY PIPE
P.T.R.V. PRESS -TEMPERATURE RELIEF F.E. FIRE EXTINGUISHER
z
VALVE
-FSP Fos.p. FIRE SPRINKLER PIPE F.E.C. FIRE EXTINGUISHER CABINET
-WS-P— W.S.P. WET STANDPIPE O.F.D. OVERFLOW DRAIN
r.j.
M M.G. MEDIUM PRESSURE GAS CAST IRON
>
Y.B. YARD BOX F.H. FIRE HYDRANT
M.H. MANHOLE A.C.P. ASBESTOS CEMENT PIPE
z
(E) EXISTING (N) NEW
/7 <
;14
Foopi I H cA -ovi 0 10 A tp CL
o -
,no evLao "jTom, ap
Al
LL it
L
r-0,01 1 HC4 'ZI
CL
It
it
rrw- 1"Nc� rAftto L LOL F=ILL
owl N a mLc� So
h
t5�# W�A levo
it
IA �j
v m I It4
Mfg.
-OIL CIIW4m LL1
41!
IH
pip
11 MIN CO�A, qKff9ocK Ifs tt,��icALLgL 7c=
FekaT I H ch
foe 0A.,wava Opp'..
FILL /-7 //7
LL. is L.
7 ploo
Tie ffe!�a
z
/*
f=
zy
C"Ij _c�
LL
F= LAOt*+ 1 f4 C
I V4 4,LH,,wyeizA
"17
a
'7
. 41
e as r_t,,tfL** mop- Ag:,:�zo,6
04
i__j
"10
FRIO::) F ORAN OV=�'--LON 0E.-r,,o&_11,1L 0
I ji
PLUMBING GENERAL NOTES:
1. INSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN MANUAL STANDARDS FOR NEW
NON-RESIDENTIAL BUILDINGS.
2. CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD
j!
BEFORE STARTING WORK.
3. CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS
TO AVOID UNNECESSARY DELAYS OR INTERFERENCES.
4. ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
COORDINANCES AND REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL ------ —
APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK.
5. SOIL AND WASTE PIPE SHALL SLOPE AT 2% MINIMUM UNLESS OTHERWISE NOTED.
sow.
Adti
6. 'ALL PLUMBING WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF
THE UNIFORM PLUM8ING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPT. OF BLDG. & SAFETY.
7. CONTRACTOR SHALL FURNISH AND INSTALL ALL BACKFLOW PROTECTION DEVICES REqUIRED BY
AGENCIES HAVING JURISDICTION.
L
8. PLUMBING CONTRACTOR: CONDENSATE DRAIN FROM A/C UNITS TO APPROVED DRAIN POINT4 CW WATER
MAKE-UP TO MECHANICAL EQUIPMENT, GAS PIPING TO UNITS & FINAL CONNECTIONS.
T
L
9. OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES
m
10. CONDENSATE DRAINS THAT TERMINATE @ TAILPIECE OF LAV,TAILPIECE SHALL BE INCREASED TO �f=7, =c;�4
MEN
I*" TO- RECEIVE DISPOSAL TYPE TEE 11h1Ix1AIIx1h'I, EXPOSED TEES & PIPING TO BE CHROMEPLATED. c=k.
FIV,
11. DOMESTIC WATER PIPING: ABOVE GROUND COPPER TYPE "L", BELOW GROUND OUTSIDE OF BLDG. I I t At i Z
7:Z
W AND SMALLER PVC SCHEDULE 40 WITH SCHEDULE 80 FITTINGS, 21' AND LARGER PVC CLASS 315
SDR 13.5 WITH SCHEDULE�80 FITTINGS.
12. GAS PIPING: INSIDE BUILDING ABOVE GROUND SCHEDULE 40 BLACK STEEL PIPE. 0
BELOW GROUND K
E OF BUILDING CLASS 315 SDR 13.5 --GAS PIPE.
WTSID
0 UL
cl
IL
13. SOIL PIPING: BELOW SLAB INSIDE BUILDING, SERVICE WEIGHT COATED CAST IRON HUBLESS PIPE
IT IL
AND FITTINGS. OUTSIDE OF BUILDING, VITRIFIED CLAY PIPE WITH -SPEED SEAL" OR -WEDGE- ni
LOCK" JOINTS.
RE�� T. 742 1?Pf051 I S):E7 k -r
1:�("L_ A7 r`:�E51B#5 u >0
14. VENT PIPING: BELOW GROUND CAST IRON, ABOVE GROUND SCHEDULE 40 GALVANIZED STEEL PIPE.
VAd
15. CONDENSATE DRAIN PIPING: COPPER TYPE I'M"
16. INSULATE DOMESTIC HOT WATER, PIPING WITH 1-h- THICKNESS FIBERGLAS #25 ASJ/SSL R=4.3/INCF w
PIPE INSULATION WITH STANDARD CANVAS JACKET. COVER EXPOSED INDOOR AND OUTDOOR INSULA- 2
TION WITH ALUMINUM JACKET.
17. STORM DRAIN PIPING: ABOVE GROUND INSIDE BUILDING: SCHEDULE 40 PIPE ASTM A120, AND 13
CAST IRON SCREWED DRAINAGE FITTING AND LONG SWEEP ELBOWS, UNDERGROUND INSIDE BUILDING:
SERVICE WEIGHT COATED CAST IRON HUBLESS PIPE AND FITTINGS, UNDERGROUND OUTSIDE OF (o OESIGNEO BY
+
BUILDING: NON -REINFORCED CONCRETE PIPE.
ORAWN BY
w
3 SCALE
2
w
OROJECT NO.
STATE OF CALIFORNIA TITLE 24
DESIGN AND COMPLIANCE REQUIREMENTS J SHEET NO.
STANDARD T20-1457
THE STANDARDS HAVE BEEN REVIEWED AND THE
DESIGN, DRAWINGS, AND CALCULATIONS COMPLY
SUBSTANTIALLY WIM THESE w
OATEIL
m
w
6. 1�-
0
GAS DEMAND SCHEDULE
W
0
WH -1 . . . . . 240.0 CFH
WH -2 . . . . . 32.5 CFH
13
BUNSON BURNER.. 3.0 CFH
z
TOTAL 275.5 CFH
GAS PIPING SIZED AT 350 FT.
FROM METER TO MOST REMOTE
Ix
OUTLET & 8"W.C.
2
0
C.V., CHECK VALVE V.C.P. VITRIFIED CLAY PIPE
P.T.R.V. PRESS -TEMPERATURE RELIEF F.E. FIRE EXTINGUISHER
z
VALVE
-FSP Fos.p. FIRE SPRINKLER PIPE F.E.C. FIRE EXTINGUISHER CABINET
-WS-P— W.S.P. WET STANDPIPE O.F.D. OVERFLOW DRAIN
r.j.
M M.G. MEDIUM PRESSURE GAS CAST IRON
>
Y.B. YARD BOX F.H. FIRE HYDRANT
M.H. MANHOLE A.C.P. ASBESTOS CEMENT PIPE
z
(E) EXISTING (N) NEW
/7 <
;14
Foopi I H cA -ovi 0 10 A tp CL
o -
,no evLao "jTom, ap
Al
LL it
L
r-0,01 1 HC4 'ZI
CL
It
it
rrw- 1"Nc� rAftto L LOL F=ILL
owl N a mLc� So
h
t5�# W�A levo
it
IA �j
v m I It4
Mfg.
-OIL CIIW4m LL1
41!
IH
pip
11 MIN CO�A, qKff9ocK Ifs tt,��icALLgL 7c=
FekaT I H ch
foe 0A.,wava Opp'..
FILL /-7 //7
LL. is L.
7 ploo
Tie ffe!�a
z
/*
f=
zy
C"Ij _c�
LL
F= LAOt*+ 1 f4 C
I V4 4,LH,,wyeizA
"17
a
'7
. 41
e as r_t,,tfL** mop- Ag:,:�zo,6
04
i__j
"10
FRIO::) F ORAN OV=�'--LON 0E.-r,,o&_11,1L 0
I ji
PLUMBING GENERAL NOTES:
1. INSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN MANUAL STANDARDS FOR NEW
NON-RESIDENTIAL BUILDINGS.
2. CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN FIELD
j!
BEFORE STARTING WORK.
3. CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS
TO AVOID UNNECESSARY DELAYS OR INTERFERENCES.
4. ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE
COORDINANCES AND REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL ------ —
APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK.
5. SOIL AND WASTE PIPE SHALL SLOPE AT 2% MINIMUM UNLESS OTHERWISE NOTED.
sow.
Adti
6. 'ALL PLUMBING WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF
THE UNIFORM PLUM8ING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPT. OF BLDG. & SAFETY.
7. CONTRACTOR SHALL FURNISH AND INSTALL ALL BACKFLOW PROTECTION DEVICES REqUIRED BY
AGENCIES HAVING JURISDICTION.
L
8. PLUMBING CONTRACTOR: CONDENSATE DRAIN FROM A/C UNITS TO APPROVED DRAIN POINT4 CW WATER
MAKE-UP TO MECHANICAL EQUIPMENT, GAS PIPING TO UNITS & FINAL CONNECTIONS.
T
L
9. OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES
m
10. CONDENSATE DRAINS THAT TERMINATE @ TAILPIECE OF LAV,TAILPIECE SHALL BE INCREASED TO �f=7, =c;�4
MEN
I*" TO- RECEIVE DISPOSAL TYPE TEE 11h1Ix1AIIx1h'I, EXPOSED TEES & PIPING TO BE CHROMEPLATED. c=k.
FIV,
11. DOMESTIC WATER PIPING: ABOVE GROUND COPPER TYPE "L", BELOW GROUND OUTSIDE OF BLDG. I I t At i Z
7:Z
W AND SMALLER PVC SCHEDULE 40 WITH SCHEDULE 80 FITTINGS, 21' AND LARGER PVC CLASS 315
SDR 13.5 WITH SCHEDULE�80 FITTINGS.
12. GAS PIPING: INSIDE BUILDING ABOVE GROUND SCHEDULE 40 BLACK STEEL PIPE. 0
BELOW GROUND K
E OF BUILDING CLASS 315 SDR 13.5 --GAS PIPE.
WTSID
0 UL
cl
IL
13. SOIL PIPING: BELOW SLAB INSIDE BUILDING, SERVICE WEIGHT COATED CAST IRON HUBLESS PIPE
IT IL
AND FITTINGS. OUTSIDE OF BUILDING, VITRIFIED CLAY PIPE WITH -SPEED SEAL" OR -WEDGE- ni
LOCK" JOINTS.
RE�� T. 742 1?Pf051 I S):E7 k -r
1:�("L_ A7 r`:�E51B#5 u >0
14. VENT PIPING: BELOW GROUND CAST IRON, ABOVE GROUND SCHEDULE 40 GALVANIZED STEEL PIPE.
VAd
15. CONDENSATE DRAIN PIPING: COPPER TYPE I'M"
16. INSULATE DOMESTIC HOT WATER, PIPING WITH 1-h- THICKNESS FIBERGLAS #25 ASJ/SSL R=4.3/INCF w
PIPE INSULATION WITH STANDARD CANVAS JACKET. COVER EXPOSED INDOOR AND OUTDOOR INSULA- 2
TION WITH ALUMINUM JACKET.
17. STORM DRAIN PIPING: ABOVE GROUND INSIDE BUILDING: SCHEDULE 40 PIPE ASTM A120, AND 13
CAST IRON SCREWED DRAINAGE FITTING AND LONG SWEEP ELBOWS, UNDERGROUND INSIDE BUILDING:
SERVICE WEIGHT COATED CAST IRON HUBLESS PIPE AND FITTINGS, UNDERGROUND OUTSIDE OF (o OESIGNEO BY
+
BUILDING: NON -REINFORCED CONCRETE PIPE.
ORAWN BY
w
3 SCALE
2
w
OROJECT NO.
STATE OF CALIFORNIA TITLE 24
DESIGN AND COMPLIANCE REQUIREMENTS J SHEET NO.
STANDARD T20-1457
THE STANDARDS HAVE BEEN REVIEWED AND THE
DESIGN, DRAWINGS, AND CALCULATIONS COMPLY
SUBSTANTIALLY WIM THESE w
OATEIL
m
w
6. 1�-