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NIPPLE 6'ABOVE WATER HEATER / .. ... ..... ..... ' �
VACUUM RELIEF VALVE U U
CHECK VALVE PIPE FROM HOT WATER i
PIPE TO SYSTEM RETURN SYSTEM SEE 'WATTS' OR EQUAL / is
SEE PLANS FOR INLINE E E `SHOT WATER SUPPLY '� I p Z m
CONTINUATION CIRCULATING PLANS FOR CONTINUATION —
STRAINER ASME TEMP. t PRESS.
PUMP RELIEF VALVE.
3/4'RELIEF VALVE II'�. THERMAL EXPANSION TANK U Q�C
.................................................................................................... :: I
Z
OUTLET I ` ` —
::
WH
IN-LINE C I pGU ,�T INC->: PUMP
WATER HEATER AS :; ` , o Q }= U QC
I` L SPECIFIED DIELECTRIC UNION (TYPE I 1 U Q
N.T.S. :' I I ! U_
HEAT TRAP (TYP.) i
1 Ii I'
N TE
EXTEND I' PRESSURE AND TEMPERATURE i U Q
Q Q
RELIEF PIPING TO BUILDING EXTERIOR ! ( °"°' ''• _'°""'•°"' •
AND TERMINATE 6 ABOVE FINISH GRADE !` I ••°'... " .. .....
.. ..
® WITH 9O ELBOW DOWN J cYl 2
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. .............................................................. I I ! ~
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WATER HEATER DETAIL
..................................................................................... 1 ;
•
N T.S. €I 4 :.............1 i Q
I 0
t
I--
2 FLAN VIEW
0
1 i=LU�'iBINC GENERAL NOTES
L�
2 __.i I —, - - — — - - R I
......_.._ ......................._............_....._..._........................ - - - - - - - ........ - - - - - - J
3 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH SOUTH FLORIDA °"" .
_.... _ _.........................................................._............, ......_...................._.... ...f ........_...._...._......_..._._... ...._........._............_....................................f..{-. ...._._......._.._...._......._........._. 1 I ►-
3 4 .. ..............
COUNTY EDITION.
_ ..._._.. = ....................................V...0 ............. ................................................................................. ..V...U.. z
BUILDING CODE, DADE COUN ED ! — — — — — — — — — 3'Fp 0
:.
:
U
2. WASTE PIPING SYSTEM SHALL BE SLOPPED AT I/8 PER FOOT MINIMUM E `:
FALL. ANY DEVIATION SHALL BE APPROVED BY ARCHITECT/ENGINEER L. DRAWN BY
2 I a. 4'
6 3. MATERIALS SHALL BE NEW,FREE OF DEFECTS AND OF AMERICAN LUC WG
r•::...... Z A.K.
g MANUFACTURE, AS FOLLOWS:
•... i
A. WASTE AND VENT PIPING SHALL BE (DWV) PVC WITH _ ? REVISIONS
PVC FITTINGS AND/OR VERIFY EXISTING PIPING
COMPATIBILITY AND/OR COPPER PIPE WITH COPPER ................................... ...................... .....s
® FITTINGS. NO PVC PIPING WILL BE PERMITTED THRU i
.......................................:
€ z
A/C PLENUM. `
B. WATER PIPING: COPPER TYPE 'L' SATM D-88 LEAD FREE �`
0
ELEVATION VIEW SOLDER � 4. �
C. WALL CLEANOUTS: J05AM SERIES 58'150 WITH ACCESS z
a°
COVER OR EQUAL. Z
0
5 FINISHED GRADE D. VALVES: 125 PSI N15CO SCOTT, STOCKHAM OR EQUAL. a
Q WATTS SERIES 909 REDUCED PRESSURE Q
BACKFLOW PREVENTION. 0 OATS
6 12' MIN ABOVE FLOOD LEVEL 1
4. CONTRACTOR SHALL PAY FOR ALL PERMITS, TAXES, AND INSPECTION ! ..........•..E...
2Q TEST COCK. AND CONG. SLAB. FEES. ? I }
/ /98
Q 6' CONC. SLAB WITH "4 AT 12' E.U1.
Q3 BALL VALVE (TYP.) 5. PLUMBING FIXTURES TO BE WHITE,NUMBERS USED ARE THOSE OF SK-4 :°°°°
® METER VAULT. AMERICAN STANDARD UNLESS OTHERWISE NOTED. FIXTURES BY BRIGG i
._
0
4 UNION. ` 1 z
O OR ELJER ARE ACCEPT ABLE. CONTRACTOR MUSt PROVIDE SUBMITTALS
NOTES: FOR APPROVAL PRIOR TO MAKING SUBSTITUTIONS. 2 •��
I H ASSEMBLY SHALL BE INSTALLED WITH MINIMUM HORIZONTAL ....................................
i if 1 ,...i..«...............................................• ,...............................................v. .. ! •.
0
THE ;..........:i ...................................:;.............;;........................
..,;:.. _ .•F
CLEARANCES OF 30 INCHES FREE FROM OBSTRUCTIONS IN SERVICE A WATER CLOSET: AMERICAN STANDARD 021'14.139 ELONGATED CADET ..........................................° .............................. 1✓�
CLOSED COUPLED TANK, VITREOUS CHINA, 095 OLSONITE OPEN FRONT
i
REQUIRED DIRECTIONS.
J
SEAT LESS COVER 1/2' CHROME PLATED SUPPLY AND STOP. PROVIDE [ 'i ; ? I _ �1 m !r
2. GUARD POSTS SHALL BE INSTALLED IF THE ASSEMBLY 15 EXPOSED TO
BOLT GAPS. 4. :...t "'
POSSIBLE DAMAGE FROM VEHICULAR TRAFFIC, AS DETERMINED BY • `•• I I :•,.%' �..,.::::: !
B LAVATORY: AMERICAN STANDARD 486'1024 'LUCERN' WALL MOUNTED
AUTHORITY HAVING JURISDICTION. VITREOUS CHINA, 02238582 HERITAGE FAUCET WITH LEVER HANDLES ii •
0.
I
i I i V
AND POP-UP DRAIN, I-1/4' 'P TRAP AND I/2 CHROME PLATED SUPPLIES
i
......_..__................................................................. ............._..s ii »......................._......_.................._...._............................... ..............................
DRAWING NOTES/
AND STOPS.
_................._................................._.... ..........._: :: ;.;.............._.;.... ......._,............... __.
N W E
H A5 INDICATED ON GENERAL DRA o
f IN SHALL D ED
3 G L BE
1_...............__.................................__.. ..........., € _.................................__.... .........__..............._ _.............._.................__...............__................. ................. .... ....
PLUMBING SPECIFICATIONS.
_.__........_.......__._.......................__..._........................... ...... ............................... ...... ..
6. ELECTRICAL WATER HEATER: EWH SHALL BE 80 GALLON, 6KW, 2 ELEMENT UNIT i I
4. ALL EXPOSED METALLIC THREADS SHALL BE PAINTED WITH 51TUMASTIG ELEMENTS SHALL BE WIRED FOR 240v/le/60Hz TANK SHALL BE GLASS LINED. 3/411 HB
!•. i FGO !• ? !.
PAINT. UNIT SHALL BE UL LISTED AND LABELED AND GUARANTEED FOR FIVE YEARS. .i ; o Z
Z' 1 (2 WAY)i i
FURNISH AND INSTALL RELIEF VALVE AS SHOWN PtT RELIEF VALVE SHALL I EXISTING , ; 1 ; 0
5. THE AUTHORITY HAVING JURISDICTION SHALL HAVE UNRESTRICTED BE ASME AND AGA RATED.
WATER METER I
AND CONTINUOUS ACCESS TO THE BACKFLOW PREVENTION UNIT SHALL BE AS PER LOCHINVAR OET5082PP. ! _ i ! i... ....... ...... ...... ....... ...... ....... ....... ..., 0
... ....... ...... ....... ....... ..... ....... ....... ...: .... ....... ...... ....... ...... ....... ....... ...... .... :..... ....... ...... ....... ...._. ......
I. ....... ...... ...... i z
ASSEMBLY. CONNECT T L XIS ;WATER
'I. PERFORM THE FOLLOWING TESTS: EXISTING I
p t� i
n,
REDUCED I - ICE e 5 I LSE 5 /l Ci/F I Ot i I A CJ CJ E M t31 Y A. NEW WATER PIPINGS SHALL BE HYDROSTATIC ALLY TESTED AT 100 z
l.il\ 1�t-t 1� L W 1.�L PSIG FOR A PERIOD OF NO LESS THAN ONE HOUR
0 O
N.T.S.
B. WASTE VENT PIPING SHALL BE FILLED WITH WATER t0 A 10 FOOT I O
HEAD AND ALLOWED TO STAND UNTIL WATER LEVEL REMAINS ! p
CONNECT TO EXISTING 0
GONG. BOX CONSTANT. LATERAL 4' SANITARY LINE. a _
G. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTING.
METAL LID `�
CLEANOUT D. STERILIZE ALL NEW WATER PIPING WITH A MIXTURE OF TWO (a) �I � � � I ®�� �� �� V
FINISH GRADE POUNDS OF CHLORINATED LIME TO EACH 1000 GALLONS OF WATER k� L
(50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPE FOR A C /�
— _ — — PERIOD OF 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE 5 G A L E • 1/4 "
- 1 1 - 011
-III=III=) i=� I=III=III=III- WATER BEFORE PLACING SYSTEM IN SERVICE.
8. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING CONDITIONS = i
AND NOTIFY ARCHITECT/ENGINEER OF ANY DEVIATION DUE TO FIELD U
EXTENSION SAME CONDITIONS BEFORE PERFORMING WORK.
SIZE AS SEWER 2-WAY CLEANOUT
' 9. PLUMBING CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT ALL d 4
s PLUMBING WORK SHALL BE FREE OF DEFECTS OF MATERIALS AND
WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE.
10. FIELD VERIFY LOCATION OF EXISTING POINTS OF CONNECTIONS BEFORE SHEET No
SUBMITTING BID AND OBTAIN CLARIFICATION BEFORE COMMENCING
I
WORK 0
0
NOTE
PIPE AND FITTING SHALL BE OF THE SAME
Puga and Associates, Inc. z OF
MATERIAL AS SEWER IT SERVES. Engineers/Consultants ' 2
EXTERIOR 2 -1.U,41' CLE�4NOUT (EGO) # EB 0005813 W
4970 S.W. 72 Avenue, #107 W
N.T.S. Miami, Florida 33155 COMM NO
(305) 661-7700
80 411
7 '