00-0646-011 REVISION BY
10 PERMIT EB
r 1 1/2' END 8/18/00
- ........................................................ ..... ..... .......- ...... ... ........................................................................ .6,.A .................. ............................................................................ ............ .
v
.. ..............................................................................................................................................................................................................................
..................................................................::::::::::::..:....... ................-.
_................................................................................................. ..................................................................................................... .... ....
...........
... .• ..
C EXISTING
PERFORATED
TOILET
_/ 71
VENT CAP
..::.:......
UNION 1 1/2 6 1/4/FT
(TYPICAL) I I RTU-2
Ulm
3' WASTIE
' APPED FOR
SLOPE ® 1/8'/Ft. C FUTURE f '
A/C UNIT ,...,.f
.....................
................................ '1�'
.................
I; I:
I
i+l 3■ ........... — J
EXISTING=
..............................:..,..:
..................
TOILET
...........
NEW AHU
4■' m o
f— Lo �r
NOTES: I— — — — -�
CONNECT TO (/) �
_ EXISTING : .........: CD
ALL DIMENSION SHOWN ARE THE MINIMUM REQUIRED. CONTRACTOR SHALL 2 :.................................................... ......, :..::::.....:......................,....................................,...........................,........::::
SHALL VERIFY MANUFACTURER RECOMMENDATIONS AND IMPLEMENT THE � ..................... ..........................................................� :......:..............:
ONES THAT RESULT IN A DEEPER SEALED TRAP. 1 1/2■ I i :, o O
V
DRYWELL
2' CONDENSATE ® v
CONDENSATE TRAP ®ETAIL/� I DRAIN UP
4—)
+, � p �
N.T.S
0 10
EXISTING 4' SANITARY - 4
- .. :,.�,,��.11,; ! iii.,... •
........
LINE CONNECTED - ::........i
TO SEWER LINE ,,.,. ...
....................
cd
b
EXISTING .................................................................. .....................................
VTR 1 :::::::::....................................... : ......................................::::::::..., o m
cd
..................................................1. ...................... ...................... PV
....................... ..a.............................................. :........................... \/
: ,I
CONNECT o .......................:::::::::::::::::::::::::::::::::::::::::::::::::::::............................................. N ,°
E T : -N
r� I EXISTING
y EXISTING
TOILET (°'� CO
3' WASTE P.O. r""� q 'Q cd
FOR FUTURE
- ......................................................................:.... ............... _
cd
........................................................................... .........
M U
CO
.....:.............................. .........................................................................,.................;..
EXISTING T I ..................................................
SAN. LINE i ............................................................................................................:.......................... :::::::::::::::::.......................................................................
� I
...................................................................................................................................................................................................
1 •J
EXISTING TOILET
\ ` TO REMAIN ....... .............................................................. ............................................ ....... ............................................ ............ - F 1
\ i ...................................................................................................................................... -'
..................................
CONNECT TO \\ ......................................s:::::::::..::::::::::::::::::::::::::::::::::::::::::::::.................................................. ;..........................
_ PLUMBING PLAN
. ..........................................:..........................:::::................................................................:
EXISTING \
NOTE 4'J \\\ EXISTING
NO CHANGE TO WATER SYSTEM \ SANITARY „
_ � SCALE: 1 /4" = 1 —0
C�Ei�lE�'�4�. i�LU1"15(NC� NOTES
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING 11. PERFORM THE FOLLOWING TESTS:
CODE, DADE COUNTY EDITION, AND ALL APPLICABLE LOCAL ORDINANCES.
2. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR A. NEW WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 100
IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE PSIG FOR A PERIOD OF NO LESS THAN ONE HOUR
FULLY OPERATIVE AFTER COMPLETION OF WORK B. WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO A 10 FOOT
WASTE AND A ® VENT ISOMETRIC� 3. PLUMBING CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT ALL HEAD AND ALLOWED to STAND UNTIL THE WATER LEVEL REMAINS
N.T.B. PLUMBING WORK SHALL BE FREE OF DEFECTS OF MATERIALS AND CONSTANT.
WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTING.
4. CONTRACTOR SHALL VISIT THE SITE AND FIELD VERIFY LOCATION OF EXISTING s♦®� qq d �,
POINTS OF CONNECTIONS BEFORE SUBMITTING BID AND OBTAIN CLARIFICATION D. STERILIZE ALL NEW WATER PIPING WITH A MIXTURE OF TWO (2) V y� LU
POUNDS OF CHLORINATED LIME TO EACH 1000 GALLONS OF WATER _
BEFORE COMMENCING WORK (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPE FORA = 1
PERIOD OF 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE ��
5. COORDINATE NEW PLUMBING WORK WITH LIGHTING, ELECTRICAL SYSTEMS, WATER BEFORE PLACING SYSTEM IN SERVICE.
LL
DUCTWORK, STRUCTURAL SYSTEMS AND CEILING SYSTEMS. p� M1
6. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING CONDITIONS 12. WASTE PIPING 2' AND SMALLER SHALL BE SLOPED AT 114' PER FOOT MINIMUM,
AND NOTIFY ARCHITECT/ENGINEER OF ANY DEVIATION DUE TO FIELD PIPES LARGER THAN 2' SHALL BE SLOPED AT 1/8' PER FOOT MINIMUM
FALL. ANY DEVIATION SHALL BE APPROVED BY ARGHITECT/ENGINEER � -
CONDITIONS BEFORE PERFORMING WORK.
-1. CONTRACTOR SHALL COORDINATE LOCATION AND SIZE OF ALL PENETRATIONS
13. PIPING PENETRATIONS AT ROOFS, CEILINGS, FLOORS AND WALL SHALL
THROUGH WALLS, CEILINGS, FLOOR AND ROOFS WITH OCHER TRADES AND BE SEALED AIR AND WATER TIGHT. WHERE PENETRATING FIRE RATED
REPORT ANY L BE CUT. TO ARCHITECT/ENGINEER NO STRUCTURAL CONSTRUCTION, FIRE SAFED TO PROVIDE PROTECTION MATCHING CD
MEMBER SHALL BE GUT. REQUIRED RATING.8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR THE EXACT
LOCATION OF FIXTURES AND PIPING. 14. CEILING ACCESS PANELS SHALL BE PROVIDED FOR VALVES INSTALLED 0 M
S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, TAXES, INSPECTION ABOVE OTHERWISE NON-ACCESSIBLE CEILINGS. N 0
AND TEST FEES. 15. NO EQUIPMENT OR MATERIALS SHALL BE PURCHASED OR INSTALLED
10. MATERIALS SHALL BE NEW,FREE OF DEFECTS AND OF AMERICAN MANUFACTURE. PRIOR TO FINAL APPROVAL OF SHOP DRAWINGS.
MANUFACTURER NAMES SHALL BE INTERPRETED AS ESTABLISHMENT OF REQUIRED 16. THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO
TYPE, CLASS AND QUALITY A5 FOLLOWS: SHOW AS-BUILT CONDITIONS AT THE COMPLETION OF CONSTRUCTION.
A. ABOVE GROUND WASTE AND VENT PIPING SHALL BE BELL AND SPIGOT 17. FURNISH AND INSTALL DIELECTRIC COUPLINGS At ALL CONNECTIONS
OR 'NO NUB' STANDARD WEIGHT CAST IRON, WROUGHT IRON OR COPPER nnne.'.v
PIPE. IF PERMITTED BY GOVERNING CODES AND ACCEPTED 13Y OWNER, BETWEEN DISSIMILAR METALS.
SCHEDULE 40 ABS OR (DWV)PVC MAY BE USED. NO COMBUSTABLE _
18. THE EXISTING PLUMBING LINES INDICATED OR NOTED ON THESE DRAWINGS
PIPING SHALL BE LOCATED IN RETURN AIR PLENUM. CHECKED
ARE SHOWN AS OBTAINED FROM EXISTING INFORMATION OR SITE OBSERVATION
B. UNDERGROUND WASTE PIPING SHALL BE BELL AND SPIGOT STANDARD WEIGHT AND ARE ONLY APPROXIMATE IN LOCATION. THE CONTRACTOR SHALL VERIFY _
CAST IRON, WROUGHT IRON OR COPPER PIPE. IF PERMITTED BY GOVERNING THESE LOCATIONS, CONNECTION POINTS AND SIZES BEFORE PROCEEDING WITH DATE
CODES AND ACCEPTED BY OWNER, SCHEDULE 40 A55 OR (DWV) PVC MAYBE WORK. 10/18/99
USED IN LIEU OF CAST IRON.FOR BUILDINGS EXCEEDING 3-STORIES IN HEIGHT, DCA E
UNDERGROUND DRAINAGE PIPING SHALL BE SERVICE WEIGHT SCHEDULE 40. 19. ALL DISCONNECTED PLUMBING LINES SHALL BE EITHER RECONNECTED 1 /4'� = 1 '-0"
OR CAPPED. NO LINES SHALL REMAIN OPEN TO THE ATMOSPHERE.
G. WATER PIPING: COPPER TYPE 'L' ABOVE GROUND AND COPPER TYPE 'K' JDB NO.
BELOW GROUND, ASTM 8-16, LEAD-FREE SOLDER
D. WALL CLEANOUTS: JOSAM SERIES 58750 WITH ACCESS COVER OR Puga and Associates, Inc.
SHEET
Engineers/Consultants
# EB 0005813
E. VALVES: 125 PSI NIBCO SCOTT, STOCKHAM OR EQUAL.
EQUAL. 4970 S.W. 72 Avenue, #107
Miami, Florida 33155 p 1
(305) 661-7700
OF 1 SHEETS