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PLUMBING LEGEND AND SYMBOLSFIXT RE SCHE) LE GENERAL NOTES
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SYMBOL ABBREVIATION
DESCRIPTION
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1. T TA IN TALLA 77 N HA COMPL Y W TH ANY AND ALL RE UIREMEN IS OF THE LEGALLY
WASTE TRAP VENT CW HW REMARKS THE o [ S LL 0 SHALL Q x
SYMBOL DESCRIPTIONS
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CONS777U1FD AUIHOR/77ES HAVING JURISDICTION INCLUDING 1997 UBC WITH CALIFORNIA . DETAIL No.
DETAIL REFERENCE
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AMENDMENTS AND 1997 UMC/UPC WITH 1998 CALIFORNIA AMENDMENTS.
GE
SHEET No. � xy � :� •� � �� a ,� k r at a� �" � �Q :�� £ � .� )Y� � � £
ADA COMPLIANT f : £
� �55� �•°i � ''�'' �?'�":�z' qBt `��sti'� �a '�"� �� e k�: £ �. x� •3n' dy. S� .� �' ��� �%c�'8a���f y�'�� k': 'r�` �'4 'ham. > sr& }r
1 l F R. MOUNT OW FLOW
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WC 1 WA7ERCLOSET 4 INT 2 /2 L OU L 2. N T R A 14SIT 7H SITE PRIOR TO BID AND SHALL THOROUGHLY FAMILIARIZE SEC110N REFERENCEIca--
FL:.....:::.1�
THE CO ]RAC 0 SHALL S E S E
..,�,�..;�;,
USHVALVE 1.6 GPF:,.� ..><. �_< •:� :;:>:.
HIMSELF WITH THE EXIS77AIG CONDITIONS UNDER WHICH HE WILL BE REQUIRED 0 WO �, t
STACK/RISER
\
PLUMBING STACK OR RISER REFERENCE a zWx £ r
L
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U-1 URINAL 2 /NT. 1 1/2 3/4 WALL HUNG (1.0 GPF) ID. No.
k �'ys:,, a`'6 x}? `+ �`,.>i;. .: : }' ::.. , . �'g :.. :< .. ?>. ♦ g'�a `>,, Y}H..::
3. ALL INDICA TED DIMENSIONS ARE APPROX/MA 7F AND ARE GIVEN FOR ESTIMATE PURPOSES ONLY. . , f eta , ;
ADA COMPLIANT o :.
7R T HACAREFULLY CH CK AND VERIFY EQUIPMENT o
BEFORE PROCEEDING Wl 1H THE WORK THIS CON AC ORS LLE a t� �Ys <
EQUIPMENT REFERENCE �� t> \ 5:< H a w x :�
Y ).
ALL DIMENSIONS SIZES REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR �
all). No. „z ti } '> ..< r° •.a 'r? „ k ,
L-1 LAVATORY 2 1 1 4 1 1 2 1 2 1 2 WALL HUNG 1.5 GPM/1
THE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER PARTS OF THE
ADA COMPLIANT RW RWM
WORK OF OTHER TRADES. RECLAIM WATER
CA CCOMPRESSED AI
-1 ANIT R SINK 3" » 1 1 2" 3 4» 4
3 " A R
JS J 0 2 / / /
,./ ..
I T THE X NT THAT A OFFSETS, BENDS, ;..>.. ,. „x•,::..>. .:,�,...; .:.F:>�...,f ;.:
4 THE DRAWINGS ARE ESSENTIALLY D/AGRAMMATC 0 E E 7F ALL 0 E U :,..,.., ..
rL
CA CAO COMPRESSED AIR OUIZET)�
SPECIAL FITTINGS AND LOCATIONS ARE NOT EXACTLY LOCATED. -�
.::>�'.It k.:2,; . � . y "'.� - ') � '� �t' '4 '. st:.� ' x�; . '>� Z• � ��,rw� � w,: ^D. x, �. `I',y.. �' ��: jr ,z'� . 2 ' a R:. '�,.:.:
WALL HYDRANT - CW COLD WATER
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4 - W P7 NA
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HB 1 HOSE B/BB 3/ / 0 0 L
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- HW HOT WATER
VA RAKER AIN A UMPTIONS ARE MADE REGARDING ,., . N.,:';.:.::.r.< , . <. :k>,�<<.,..,.:..��E :, ,• : ,, :rY'c�`�<;:a_ k.,xk.:�: ;� �. �s s r,. �.X`,�� ��;r�.�...,�....�;.>:.�,:>�g:.: ..:£ n,:
VACUUM B E 5. IN THE PREPARATION OF THESE DOGUMENIS, CERT SS
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EXlSI1NG CONDITIONS. SOME OF THESE ASSUMPTIONS MA Y NOT BE VERIF/ABLE WITHOUT - - HOT WATER RETURN -
» H ' (n ,�.a- :i�. � ,.. >.�> zr. ,� �' :. y. 1 ;� 4 :'. #r £ y:.. �: m'�^a a . .; ; '&, �. ' •� t� �: <.. ;s "���;
-
- 1 2 WITH ACCESS PANEL
R A A R SERVICEABLE ._ ,�. ..�' �.:�� �. �..� ...:��..�,: ;., kr:•.�..::...... . . ..... .�....:.,.:.�..,,,,:..;,:: ,, .. ��,,.�,,..:�. �::�.';:� � _: ,
TP 1 TRAP PRIMER / EXPENDING ADDITIONAL SUMS OF MONEY OR DES1R0>1NG O1HE WISE DEQU TE 0
S or W SOIL or WASTE ABOVE GRADE (or FLOOR)
PORTIONS OF EXISTING BUILDINGS AND/OR EQUIPMENT. 7HEREFORE, THE ENGINEER SHALL NOT BE
WHA -1 WATER HAMMER ARRESTOR - - VARIES - SEE PLANS FOR SIZE HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXIS77NG S or W PIPE BELOW GRADE (or FLOOR) (V
a -
CONDI BONS. - - - - - - - V PLUMBING VENT
------ --------- PO POP-OFF DRAIN LINE
ZURN Z-886 6. I TEMS RELA TED TO PLUMBING U77LI77ES AND/OR OTHER SERVICE(S); MA TERIALS, LABOR, PERMITS,
TD -1 TRENCH DRAIN 4" - - - - CHANNELS 8601 FEES, ETC., SHALL BE VERIFIED WITH THE RESPEC77VE SERVING U77LITY COMPANY PRIOR TO CWV CWV COMBINA77ON WASTE AND VENT
1HRU 8615 SUBMISSION OF A BID. THE ACT OF SUBMI777NG A BID SHALL CONS777U7E FULL RESPONSIBILITY COND COND CONDENSATE DRAIN v
OF THE CONTRACTOR TO INSTALL SERVICE(S) /N COMPLIANCE WITH THE REQUIREMENTS OF THE SD SO STORM DRAIN ABOVE GRADE (or FLOOR) Q
SERVING U77LITY COMPANY AND THE MECHANICAL ENGINEER. THE CONTRACTOR SHALL BE RD/OD RD/OD ROOF & OVERFLOW DRAIN ABOVE GRADE (or FLOOR)
RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING U77LITY COMPANY EXCEPTING THE FIRST CD
BILLING DEPOSIT. G G GAS LOW PRESSURE
MPG MPG GAS MEDIUM PRESSURE
7. THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT HIS WORK AND LPG LPG LIQUID PROPANE GAS .�
EQUIPMENT HE SHALL COORDINATE THE WORK OF THIS SEC77ON WITH THE WORK OF 07HER
1RADES AND ALL JOB CONDITIONS AS AS AUTOMA77C FIRE SPRINKLER o
CS CIRCUIT SETTER
8. 7HE /NSTALLA77ON OF ACCESS PANELS OR OTHER INDICA77NG EQUIPMENT OR SPECIAL77ES SOV SHUT OFF VALVE
REQUIRING READING, ADJUS7MENT, INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CV SWING CHECK VALVE
CON VENIEN7ZY LOCA 7ED WITH REFERENCE TO THE FINISHED BUILDING. "-
^P PR PRESSURE REDUCING VAL VE
9• ALL EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ANCHORED fi.£ PTR PRESSURE- 7FMPERATURF RELIEF VALVE
IN ACCORDANCE WITH 777LE 24, TABLE NO. 16 A-0. t ,�
RPBFP REDUCED PRESSURE BACKFLOW PREVENTER
10. THE INTENT OF THE DRAWINGS AND SPECIFlCA77ONS IS TO CONSTRUCT THE PROJECT IN -;-E) DN PIPE DOWN
ACCORDANCE WITH 77ILE 24, CALIFORNIA CODE OF REGULA]TONS. �
-lo UP PIPE UP
11, WHERE MA7FRIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF THE SAME DN TEE DOWN >,
TYPE AND QUALITY AS EXIS77NG MA 7FR/AL. UP 7FE UP
12. THE FIRE PRO 1FCT70N CONTRACTOR SHALL PROVIDE ALL REQUIRED H>DRAULIC CAL CULA ]TONS AND
p- C PIPE RISER & PIPE DROP (UP AND DOWN)
FIRE SPRINKLER HEAD LOCATION IN ACCORDANCE WITH NFPA 13 TO THE LOCAL FIRE DEPARTMENT -- - -(a FCO FLOOR CLEANOUT
a�
FOR REVIEW AND APPROVAL OF THE FIRE PROTECTION SYSTEM.
�l WCO WALL CLEANOUT • �,
I3. TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHOR177ES. I CO CLEANOUT PLUG
C. 0. T. G. YARD CLEANOUT or CLEANOUT TO GRADE
14. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE - CAP ON END OF PIPE
REQUIREMENTS THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT
CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. -' HB HOSE BIBB WITH VACUUM BREAKER
WHA & 7P WA IFR HAMMER ARRESTOR & TRAP PRIMER
15. THE CON7RACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS
WHICH ARE EXCA VA 7ED AND/OR DAMAGED BY HIS OPERA TIONS. IN ADDI TION, THE CON TRACTOR u BV BALL VALVE
SHALL RESTORE TO THEIR ORIGINAL COND177ON ALL PLANTED AREAS DAMAGED BY HIS �.� GR GAS REGULATOR o
OPERA TIONS fir-- GC GAS COCK (or GAS STOP)
A.P. ACCESS PANEL
16. ALL CONNECTIONS TO EXIS77NG SERVICES SHALL BE MADE SUCH THAT /N7FRRUP770N TIME WILL BE o
AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT ABV ABOVE
N077CE OF SUCH INTERRUPTIONS AND THE ACTUAL SHUT -DOWN 77ME SHALL BE AT A 77ME BEL. BELOW
DESIGNA TED BY THE OWNERS REPRESENTA 77 VE
CL G. CEILING
17. ALL EXTERIOR WATER SHUT-OFF VALVES BELOW GROUND SHALL BE INSTALLED IN YARD BOXES CONN CONNECTION
WITH COVERS CONSPICUOUSLY MARKED "WATER SHUT-OFF" RESPEC77VELY. CONT CONTINUATION E
(E)/ EXIST. EXIS77NG L
0
(N) NEW
COLD WATER SCHEDULE
DN DOWN o
H. C. HANDICAPPED
Plumbing System Friction Loss IE INVERT ELEVA 77ON
F.U.'s : 199 = 21 GPM NC NORMALLY CLOSED 0
NO NORMALL Y OPEN Q
Min. friction loss (psi) 25 (25psi for flushvolve, 15 psi for tank type) P.O.C. POINT OF CONNEC7701V
P.O.D. POINT OF DEMOLITION o
Elev. above St. main (ft.) 10 (from civil plans) TYP. TYPICAL
U.O.N. UNLESS OTHER NOTED
Daily St. pressure (psi) 70 (from local water district) VENT THROUGH ROOF
Dist. from St. to highest 455 (from plans, in feet) W/ WITH
fixture FU PLUMBING FIXTURE UNIT -16
W
Meter pressure loss (psi) 0 (UPC Appendix A.1) SEC COND SECONDARY CONDENSATE
Backflow device loss (psi) 0 0
PRV device loss (psi) 0
System static pressure loss (ft. hd.)
Friction loss available to 40.7 PIPE MATERIAL -SCHEDULE
system o
Total developed length 637
Friction loss/100 ft. 6.39
(max. friction loss allowable)
Maximum velocity not to exceed 8fps.
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ANCHORAGE AND BRACING NOTES
U 242 East Airport Drive, Suite #207 OFESS/0r�,
San Bernardino, CA 92408 ����pS W 1 F�
1. ALL MECHANICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE, ACTING Phone: 909-890-3700 2
Fax: 909-890-3770
IN ANY DIRECTION USING THE FOLLOWING CRITERIA: 0 Email: cad@designwesteng.com No
xP
FIXED EQUIPMENT ON GRADE 207 OF OPERA 77NG WEIGHT 09lcNari
FIXED EQUIPMENT ON STRUCT. 307 OF OPERA 77NG WEIGHT DESIGN WEST ENGINEERING F OF CA�\
MECHANICAL ENGINEERING & ENERGY CONSULTANTS
2 POWER DRIVEN FINS: SHOT PINS SHALL BE A MINIMUM OF 0.145" DIAMETER BY 1 1/2» LONG AND
EMBEDDED A MINIMUM OF 1 1/4" INTO THE CONCRETE. 7FST PINS FOR 2001 PULL-OUT LOAD ON 507
OF THE FIRST 20 PINS INSTALLED BY EACH OPERATOR. IF ALL PINS PASS THE PULL 7EST, 7HEN TEST Q> Proposed Restroom Building for:
107 OF THE REMAINING PINS INSTALLED BY EACH OPERATOR. Patricia A. Marrujo Park V��s`'�° ARcy,��
3. PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE SMACNA "GUIDELINES FOR
Q5730 Avenel Place Fontana, CA v RE EN
SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS OR R-0003, THE SUPERSTRUT
PROJECT; *' O. 450
SEISMIC RESTRAINT SYSTEM" FOR PIPES AND CONDUITS ONLY.3377 02-670 REN.1 - -°�
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DATE: Q F OF C4�F�
Q 9 June 2003 0
4
P 1 mb i ng
I M T of
I
Pipe Material
Type of
Pressure
Shut -Off
Service
Weight
Joints
Fittings
Rating
Valve
Material
PSL SWP
Cold Water
Cast Bronze/
Boll
Abv. Ground
Copper L Tube
Soldered
Wrought Copper
125
Butterfly
Check
Cold Water
Cast Bronze/
Ball
Below Ground
Copper K Tube
Soldered
Wrought Copper
125
Butterfly
Hot Water
Copper L Tube
Soldered
Cast Bronze/
125
Ball
Abv. Ground
Wrought Copper
Butterfly
Steel 40, Black
Screwed
Mall. iron
150
Sqr Head
Fuel Gas
Steel 40, Black
Welded
Steel Weld
150
Cock
Service Weight
No -hub
N/A
N/A
N/A
Vent
Cast Iron
Screwed
N/A
N/A
N/A
Steel 40, Gol v
Waste &
Service Weight
No -hub
N/A
N/A
N/A
Soil
Cast Iron
Screwed
Steel Galy.
125
Ball
Drains
Steel 40, Galy
Soldered
Bronze
125
Butterfly
Copper L Tube
Steel 40, Galy
Screwed
Steel Galy.
125
Ball
Condensate
Copper L Tube
Soldered
Bronze
125
Butterfly
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ANCHORAGE AND BRACING NOTES
U 242 East Airport Drive, Suite #207 OFESS/0r�,
San Bernardino, CA 92408 ����pS W 1 F�
1. ALL MECHANICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE, ACTING Phone: 909-890-3700 2
Fax: 909-890-3770
IN ANY DIRECTION USING THE FOLLOWING CRITERIA: 0 Email: cad@designwesteng.com No
xP
FIXED EQUIPMENT ON GRADE 207 OF OPERA 77NG WEIGHT 09lcNari
FIXED EQUIPMENT ON STRUCT. 307 OF OPERA 77NG WEIGHT DESIGN WEST ENGINEERING F OF CA�\
MECHANICAL ENGINEERING & ENERGY CONSULTANTS
2 POWER DRIVEN FINS: SHOT PINS SHALL BE A MINIMUM OF 0.145" DIAMETER BY 1 1/2» LONG AND
EMBEDDED A MINIMUM OF 1 1/4" INTO THE CONCRETE. 7FST PINS FOR 2001 PULL-OUT LOAD ON 507
OF THE FIRST 20 PINS INSTALLED BY EACH OPERATOR. IF ALL PINS PASS THE PULL 7EST, 7HEN TEST Q> Proposed Restroom Building for:
107 OF THE REMAINING PINS INSTALLED BY EACH OPERATOR. Patricia A. Marrujo Park V��s`'�° ARcy,��
3. PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE SMACNA "GUIDELINES FOR
Q5730 Avenel Place Fontana, CA v RE EN
SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING SYSTEMS OR R-0003, THE SUPERSTRUT
PROJECT; *' O. 450
SEISMIC RESTRAINT SYSTEM" FOR PIPES AND CONDUITS ONLY.3377 02-670 REN.1 - -°�
z� sql
DATE: Q F OF C4�F�
Q 9 June 2003 0
4
P 1 mb i ng
I M T of
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