HomeMy WebLinkAbout3029-33FIXTURE SCHEDULE GENERAL NOTES HVAC AND PLUMBING LEGEND
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SYMBOL DESCRIPTION WASTE TRAP VENT CW HW REMARKS 1. THE TOTAL INSTALLA LION SHALL COMPL Y WITH ANY AND ALL REQUIREMENTS OF THE LEGALL Y SYMBOL ABBREVIATIONS DESCRPTION
10-O" CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING 1994 UBC WITH CALIFORNIA
�
nq£NCy £XCAVAnAN HANDICAPPED AMENDMENTS AND 1997 UMC1VPC WITH 1997 CALIFORNIA AMENDMENTS. s ----s
SQ., RECT. OR ROUND DUCT AS N01ED
WC -1 WATERCLOSE T 4" INT. 2" 1 1/2" - FLR. MOUNT LOW FLOW 2 THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL THOROUGHLY FAMILIARIZE �-----s EXIST. DUCT OR EQUIP. TO REMAIN
lam---� FLUSHVALVE (1.6 GPF) HIMSELF W11H THE EXlS1TNG CONDIAONS UNDER WHICH HE WILL BE REQUIRED TO WORK.
4* MIN. .`w t
PlP£ MUST BE SUPPOIRTED FLR. MOUNT LOW FLOW �,��f�$ EXIST. DUCT OR EQUIP. TO BE REMOVED
PIPE SHALL PASS THRU • • -+ •BY UNDISTURBED EARTH WC -2 WA 1FRCLOSET 4" INT. 2" 1 1/2" - FLUSHVAL VE (1.6 GPI) 3. ALL INDICA 7E0 DIMENSIONS ARE APPROX/MA TE AND ARE GIVEN FOR ESTIMA TE PURPOSES ONLY.
Is PARnaw of FOOnNc. �_ "�� g"
L-4*j- BEFORE PROCEEDING WITH THE WORK THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY �� FLEXIBLE DUCT
2" INT. 1 1/2" 3/4" - WALL HUNG 1.0 • GPF) ALL DIMENSIONS, SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR COEILING DMS
ER,
BOTTOM OF FoonNc. ': i_ U-1 URINAL THE RT71NG OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER PART' OF THE ` -' ER SUPPLY
ADA COMPLI NT ® ,
24" MAX. 2 WORK OF OTHER TRADES.
1 L-1 LAVATORY 1 1/4" 1114- 1 1/2" 1/2" 1/2" WALL HUNG (1.5 GPM) r- CR CEILING REGISTER, RETURN & EXHAUST
-' ADA COMPLIANT 4• THE DRAWINGS ARE ESSEN77ALL Y DIAGRAMMA77C TO THE EXTENT THAT ALL OFFSETS, BENDS,
SPECIAL FIT77NOS AND LOCATIONS ARE NOT EXACTLY LOCATED. Ldl SEC110N 1NROU GH DUCT
6' AN. ----_, y. � PIPE FD -1 FLOOR DRAIN 2" 1 1/2" 1 1/2" - - DUCT DOWN
5. IN THE PREPARATION OF THESE DOCUMENTS, CERTAIN ASSUMP77ONS ARE MADE REGARDING
EXIS77NG CONDITIONS SOME OF )HESE ASSUMP77ONS MAY NOT BE VERIFIABLE WITHOUT SQUARE TO ROUND 7RANS177ON
PIPE SLEEVE: TP -1 TRAP PRIMER - - - 1/2" - WITH ACCESS PANEL EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE
BOTTOM! OF TRENCH 1 PORTIONS OF EX/STING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE ENGINEER SHALL NOT BE DUCT ACCESS DOOR
HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXISTI
NOT EXTEND BELOW NG
EXCAVA77ON SHALL 2 WHA -1 WATER HAMMER ARRESTOR - - - VARIES - SEE PLANS FOR SIZE CONDITIONS. � DUCT WITH TURNING VANES
THIS LINE.
HB -1 HOSE BIBB - - - 3/4" - WALL HYDRANT 6 ITEMS RELATED TO PLUMBING U77LI77ES AND/OR OTHER SERVICE(S); MA TERIALS, LABOR, PERMITS, 10 SD/ftD COMBINA77ON SMOKElf7RE DAMPER
FEES, ETC., SHALL BE VERIFIED WITH THE RESPEC77VE SERVING UTILITY COMPANY PRIOR TO
WALL MOUNTED SUBMISSION OF A BID. THE ACT OF SUBMIT77NG A BID SHALL CONS777UTE FULL RESPONSIBILITY 0 --- MUD MANUAL VOLUME DAMPER
S-1 HAND SINK 2" 1 1/2" 1 1/2" 1/2" 1/2" STAINLESS STEEL OF THE CONTRACTOR TO INSTALL SERV9CE(S) /N COMPLIANCE WITH THE REQUIREMENTS OF THE
SERVING U77LITY COMPANY AND THE MECHANICAL ENGINEER. THE CONTRACTOR SHALL BE %STAT THERMOSTAT
RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING UTILITY COMPANY EXCEPTING THE FIRST
PIPE THRU FOOTING DETAIL 1 S-2 THREE COMPARTMENT SINK 2" INDIRECT - - 1/2" 1/2" STAINLESS STEEL BILLING, DEPOSI T. �'- P. 0. C POINT OF CONNEC77ON
7. THE CON7RACTOR SHALL COMPL Y WITH ALL CONTRACT DOCUMENTS IN LA PING OUT HIS WORK AND P.D.D. POINT OF DEMOLITION
JS -1 JANITOR SINK ,3" 2" 1 1/2" 3/4" 3/4" Ea11PMENT. HE SHALL COORDINATE THE WORK OF THIS SE077ON WITH INE WORK OF OTHER
7RADES AND ALL JOB CONDI�--- - MOTORIZED DAMPER
TTONS
DETAIL No.
FS -1 FLOOR SINK 2" 1 1/2" 1 1/2" - - 8. THE INSTALLA77ON OF ACCESS PANELS OR OTHER INDICA77NG EQUIPMENT OR SPECIALTIES SHEET No. DETAIL REFERENCE
1/2" M. REQUIRING READING, ADJUSTMENT; INSPECTION,REPAIRS, REMOVAL OR REPLACEMENT SHALL BE SECTION REFERENCE
CON VENIEN7LY LOCA IED WITH REFERENCE TO THE FINISHED BUILDING. �,
9 ALL EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ANCHORED �STACK/IZISER PLUMBING STACK OR RISER REFERENCE
IN ACCORDANCE WITH T17LE 24, TABLE NO. 16 A-0. ID. No.
PRECISION PLUMBING REFER TO PLANS EQUIPMENT REFERENCE
EQUIPMENT
PRODUCTS )RAP FOR SIZE AND 10. THE WENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE PROJECT IN
PRIMER VAL VF. LOCA nAN. Q:11). No.
ACCORDANCE WTH 777LE 24, CALIFORNIA CODE OF REGULATIONS
- CW COLD WATER
11. WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF THE SAME CA CA COMPRESSED AIR
WATER HEATER SCHEDULE TYPE AND QUALITY AS EXISTING MATERIAL HOT WATER
DIS7RIBU776N UNIT 12. THE FIRE PR07EC77ON CONTRACTOR SHALL PROVIDE ALL REQUIRED HYDRAULIC CALCULATIONS AND HWR HOT WATER RETURN
WERE FIRE SPRINKLER HEAD LOCATION IN ACCORDANCE WITH NFPA 13 TO THE LOCAL FIRE DEPARTMENT S or W SOIL or WASTE ABOVE GRADE (or FLOOR)
FOR REW9EW AND APPROVAL OF 771E FIRE PR07EC77ON SYSTEM. S or W PIPE BELOW GRADE (or FLOOR)
MFR. & MGIDEL NO.: A. 0. SMITH DEN 30 13. 7EST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIES - - - - - - - - V PLUMBING VENT
TO FLOOR CAPACITY- 30 GALLONS
COND COND CONDENSA7F DRAIN
DRAIN TRAP, RECOVERY 15 GAL /HR a 80 DEG 1FMP RISE 14. ALL CLEANOUTS SHALL BE INSTALLED WHERE READIL Y ACCESSIBLE AND LOCA TED AS PER CODE
FLOOIR DRAIN TRAP PRIMER
DIS7RIBU770N CHART
G
GAS LOW PRESSURE
MAX. WATER
MPG
MPG
NO. OF
DRAINS
PRIMER
DEL. AN 15
USE STAND
DISTRBU77ON
15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS
GY'ERA ANG WEIGHT.• 323 LBS.
MODEL
SEC. PRESS.
PIPE STYLE
UNIT IS
ter--
SOV
DROP.
SHALL RESTORE TO THEIR ORIGINAL COND177ON ALL PLANTED AREAS DAMAGED BY HIS
Cast Bronze/
1
P-2
2 OZ.
STRAIGHT
NOT REQUIRED
2
P-2
2 OZ.
STRAIGHT
2 OPENING
3
P-1
5 OZ.
STRAIGHT
3 OPENING
4
P-1
5 OZ.
STRAIGHT
4 OPENING
REQUIREMENTS INE CONIRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WIN EQUIPMENT
G
G
GAS LOW PRESSURE
ELECTRICAL: 208V -3o-60- CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLA770N.
MPG
MPG
GAS MEDIUM PRESSURE
14.4 FLA
Fittings
Rating
CFM SUPPL Y
15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS
GY'ERA ANG WEIGHT.• 323 LBS.
�''�
CS
CIRCUIT SETTER
WHICH ARE EXCAVA7FD AND/OR DAMAGED BY HIS OPERA77ONS IN ADDITION, THE CONTRACTOR
ter--
SOV
SHUT OFF VALVE
SHALL RESTORE TO THEIR ORIGINAL COND177ON ALL PLANTED AREAS DAMAGED BY HIS
Cast Bronze/
CV
Ball
OPERATIONS
W.
CONN
SWING CHECK VALVE
BALL VALVE
PRV
PRESSURE REDUCING VAL VE
16. ALL CONIVEC77ONS TO EXIS77NG SERVICES SHALL BE MADE SUCH THA T INTERRUP770N 77ME WILL BE
CONT
PTR
PRESSURE- TEMPERA TORE RELIEF VAL VE
AS SHORT AS POSSIBLE. THE CON7RACTOR SHALL GIVE THE OWNERS REPRESENTA77W SUFFICIENT
Z
109 OF THE REMAINING PINS INSTALLED BY EACH OPERATOR.
Wght Copper
NOTICE OF SUCH I617ERRUPRONS AND THE ACTUAL SHUT -DOWN 77ME SHALL BE AT A 77ME
W
RPBFP
REDUCED PRESSURE BACKFLOW PREVEN7FR
DESIGNA7FD BY THE OWIUERS REPRESENTATIVE.-�
r--
GC
GAS COCK (or GAS STOP)
FLOOR
�-�
ON
Wr ht Copper
17. ALL EXTERIOR WATER SHUT-OFF VALVES BELOW GROUND SHALL BE INSTALLED 1N YARD BOXES PIPE DOWN
UP PIPE UP
WITH COVERS CONSPICUOUSL Y MARKED WA 7ER SHUT-OFF RESPEC77VEL Y.
O PIPE RISER (UP AND DOWN)
ANCHORAGE AND BR ---4 FCO FLOOR CLEANOUT
TRAP PRIMER DETAIL 2 ACING NOTES I WCo WALL CLEANOUT
- - --(a
CO. T.G. YARD CLEANOUT or CLEANOUT TO GRADE
1. ALL MECHANICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE, AC77NG CAP ON END OF PIPE
IN ANY DIREC770N USING THE FOLLOWING CR17FRIA: WITH VACUUM BREAKER
TURN FLASyHING GW t
INTO VENT PIPE HB HOSE B1BB FIXED EQUIPMENT ON GRADE 209 OF OPERA77NG WEIGHT WHA WATER HAMMER ARRESTOR
-
"
T)pe of
FIXED EQUIPMENT ON S7RUCT. 309' OF OPERA WEIGHT
Shut -Off
ABV.
ABOVE'
Weight
1 MIN.
Fittings
Rating
CFM SUPPL Y
BEL.
BELOW
CFMR
Material
PSI. SOP
2 POWER DRIVEN PINS' SHOT PINS SHALL BE A MINIMUM OF 0.145" DIAMETER BY 1 1/2" LONG AND
Cold Water
CLG
CEILING
Cast Bronze/
ROOFING OVER BASE
Ball
EMBEDDED A MINIMUM OF 1 1/4" INTO THE CONCRE7F TEST PINS FOR 2001 PULL-OUT LOAD ON 509
W.
CONN
CONNECTION
BALL VALVE
Cold Water
OF THE FIRST 20 PINS INSTALLED BY EACH OPERATOR. IF ALL PINS PASS THE PULL TEST, THEN TEST
Soldered
CONT
CON 77NUA710N
Ball
Below Ground
Z
109 OF THE REMAINING PINS INSTALLED BY EACH OPERATOR.
Wght Copper
SECURE W141 TO WALL UNION
W
Hot Water
6 LB. SOFT LEAD
Soldered
Cast Bronze/
125
FLR.
FLOOR
00
01
FLASHING
Wr ht Copper
3. PIPES, DUCTS AND CONDUITS SHALL BE SUPPOR7ED AND BRACED PER THE SMACNA "GUIDELINES FOR
U
FU
PLUMBING FIXTURE UNIT
fixturecam
SEISMIC RES77M/NTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS" OR R-0003, THE "SUPERS7RUT
Vent
GR
GRADE
9
Trea
•
ROUTE TO JAN. SINK
On
SEISMIC RESTRAINT SYSTEM" FOR PIPES AND CONDUITS ONLY.
Cost Iron
H, C.
HANDICAPPED
N/A
N/A
FLOOD RIM OF SINK
Steel 40, Ga/v
Screwed
NIA
INVERT ELEVA )TON
SEEIE
ARCHIlFC1URAC
OMGS FAR R00►r 8" MIN.
Waste &
Service Weight
NC
NORMALLY CLOSED
PIPE MATERIAL SCHEDULE
CANSIRUCnOW
Cast Iron
No -hub
N/A
N/A
NO
NO
NORMALL Y OPENTYP.
Steel 40, Ga1v
Screwed
Steel Galy.
125
Ball
TYPICAL
Copper L Tube
Soldered
Bronze
125
(max. friction loss allowable)
V. T.R.
VENT THROUGH ROOF
Maximum velocity not to exceed 8fps.
W/
WITH
VENT PIPE TTHRU. ROOF
SEE PLUMBING ROOF
PLANS FOR SIZE & LOC.
s
VENT THRU DETAIL 3
Service
Pipe Material
T)pe of
Pressure
Shut -Off
Valve
CFM
Weight
Joints
Fittings
Rating
CFM SUPPL Y
000
39
CFMR
Material
PSI. SOP
;
Cold Water
Copper L Tube
Soldered
Cast Bronze/
125
Ball
Abu. Ground
W.
(E) OR EXIST.
Wrght Copper
BALL VALVE
Cold Water
Copper K Tube
Soldered
Cost Bronze/
125
Ball
Below Ground
Z
Min. friction loss (psi) 25 (25psi for flushvalve, 15 psi for tank type)
Wght Copper
SECURE W141 TO WALL UNION
W
Hot Water
Copper L Tube
Soldered
Cast Bronze/
125
Boll
Abv. Ground
00
01
Daily St. pressure (psi) 80 (from ll water district
local )
Wr ht Copper
FULL SIZE OF UNIT
COWN£CnAN
U
Dist. from St. to highest 455 (from plans, in feet)
fixturecam
O
Vent
Service Weight
9
Trea
•
ROUTE TO JAN. SINK
On
Meter pressure loss (psi)8
P (UPC Appendix A.1}
Cost Iron
No -hub
N/A
N/A
N/A
FLOOD RIM OF SINK
Steel 40, Ga/v
Screwed
NIA
NIA
NIA
Waste &
Service Weight
� . oamn
S017
Cast Iron
No -hub
N/A
N/A
N/A
Drains
Steel 40, Ga1v
Screwed
Steel Galy.
125
Ball
Copper L Tube
Soldered
Bronze
125
I 1 T F S C A P F S
Landscape Architecture
and Planning
19762 Mac Arthur Blvd., Ste.130
Irvine, CA 92612
Richard Polhannus, Ucenss CA -/2782
(949) 644-9370 (949) 476-1432 FAX
P. REVISION
I R6�eRD �R,h
12I 11S'io3 111
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CFM
CUBIC FEET OF AIR PER MINU7E
PRESS GAUGE THERMAII£TFR
01-017
CFMS
CFM SUPPL Y
000
39
CFMR
CFM RETURN
SME RA1F0
;
CFMS
CFM EXHAUST
.. PRESS RELIEF VALVE
W
(N)
NEW
Z
W.
(E) OR EXIST.
EXISTING
BALL VALVE
30X10
INDICATES SQUARE DUCT (INCHES)
25 GALLON EXP.
z
100
INDICA 7ES ROUND DUCT (INCHES)
TANK
Z
Min. friction loss (psi) 25 (25psi for flushvalve, 15 psi for tank type)
`rgCyAN1CP� �Q :.< San s rnatdin , ca. 92408
890-3700 Fax 890-3770
I 1 T F S C A P F S
Landscape Architecture
and Planning
19762 Mac Arthur Blvd., Ste.130
Irvine, CA 92612
Richard Polhannus, Ucenss CA -/2782
(949) 644-9370 (949) 476-1432 FAX
P. REVISION
I R6�eRD �R,h
12I 11S'io3 111
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JOB #E
PRESS GAUGE THERMAII£TFR
01-017
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COLD WATER SCHEDULE
000
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V
tng
gn sa r$n
SME RA1F0
;
�� Mec 2nII onsul Ing E ginee
S
a
.. PRESS RELIEF VALVE
W
Pkmthg System FriCtim Loss
���
y
Z
W.
v
BALL VALVE
F.U.'s : 60 = 55 GPM
No. 5
3063
25 GALLON EXP.
z
a
EXP. 06-30-2x02 42Auport
TANK
Z
Min. friction loss (psi) 25 (25psi for flushvalve, 15 psi for tank type)
`rgCyAN1CP� �Q :.< San s rnatdin , ca. 92408
890-3700 Fax 890-3770
SECURE W141 TO WALL UNION
W
Elev. above St. main (ft.) 10 (from civil plans)
OF CA`,� (909) (909)
email Cad@besigmvesteng_com
NTH 1" NIDE 57�1T. MIL.
0
STRAP & (2) 1/4"0 LAG
BOLTS EACH END POP -OFT DRAIN UNE
00
01
Daily St. pressure (psi) 80 (from ll water district
local )
w
FULL SIZE OF UNIT
COWN£CnAN
U
Dist. from St. to highest 455 (from plans, in feet)
fixturecam
O
W
9
Trea
•
ROUTE TO JAN. SINK
On
Meter pressure loss (psi)8
P (UPC Appendix A.1}
P.O. Box 085PIace
1 & TFRM/NATF 1" ABOVE
Backflow device loss (psi) 12
Rancho, Cucamonga, CA 91701
FLOOD RIM OF SINK
�;
PRV device loss (psi) 0
System static pressure loss (ft. hd.) 4.3
909.948.8777
FAX 909.948.8677 '
� . oamn
Friction loss available to 30.7
system
Total developed length 637
CITY OF F O N T A N A
Friction loss/100 ft. 4,70
(max. friction loss allowable)
SOCCER PARK RESTROOM/SNACK BAR BLDG.
Maximum velocity not to exceed 8fps.
DRAWN BY. SCALE,
MECHANICAL & PLUMBING AS SHOWN
DESIGNED BY. ND, NOTES, CHEDULES DATE,
WATER HEATER MOUNTING DETAIL 4
CHECKED BY.
BY, s �• BWr' 33
DATTEES 39
CITY ENGINEER C.E, 3029
I 1 T F S C A P F S
Landscape Architecture
and Planning
19762 Mac Arthur Blvd., Ste.130
Irvine, CA 92612
Richard Polhannus, Ucenss CA -/2782
(949) 644-9370 (949) 476-1432 FAX
P. REVISION
I R6�eRD �R,h
12I 11S'io3 111
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