17-483-06REVISION BY
SO .g
LOW PRESS. 1
REGULATOR _ T
I
3/4" GAL V j
GAS UP T I
CLG l
I
I
I
14'
I
3/4" GALV GAS
ALONG WALL TO
WATER HEATER I
I
S.O.V. W/
DRIP LEG T
LOW PRESS. S.O.V.
REGULATOR Y'
NORITZ TANKLESS LP WATER
HEATER MODEL- NRC 1111
EF-.91 159 M5TU/HR SEE
DETAIL ON THIS SHT WITH
3/4" CW DOWN TO EWH
E 1/2" HW EXITING EWH
FLUM51NG NOTES:
SCOPE OF WORK- THE WORK SHALL INCLUDE ALL PLUMBING NECASSARY
SHOWN ON THE DRAWINGS AND/OR NEEDED FOR A COMPLETE SYSTEM,
INCLUDED BUT NOT NECASSARILY LIMITED TO:
DOMESTIC COLD AND HOT WATER PIPING SYSTEM
SANITARY DRAIN AND VENT SYSTEM
PLUMBING FIXTURES AND TRIM
AIR CONDITIONING CONDENSATE DRAINS, SEE MECH. SHEETS.
PRESSURE AND TEMPERATURE RELEIF AS NEEDED FOR WATER HEATERS.
PIPING INSULATION.
SUPPORTS AND HANGERS.
ALL PLUMBING WORK SHALL 5E PERFORMED IN ACCORDANCE WITH THE
2014 FLORIDA BUILDING CODE, LOCAL ORDINANCES.
CONTRACTOR TO FIELD VERIFY THE LOCATION, ELEVATION FOR SLOPES
AND SIZE ALL LINES, EXISTING OR NEW BEFORE BEGINNING INSTALLATIONS.
G.C. TO COORDINATE EXISTING AND/OR NEW STRUCTURAL ELEMENTS WITH
SANITARY AND WATER LINE LAYOUT FOR ANY OBSTRUCTIONS. NOTIFY ARCHITECT
IF ANY PROBLEMS OCCUR
ALL A50VE GROUND AND 5ELOW GROUND SANITARY LINES TO 5E SCHED 40
PVC. 5ELOW GROUND WATER SERVICE LINE TO 5E SCHED 40 PVC. ALL A50VE
GROUND WATER DISTRIBUTION LINES TO 5E TYPE M COPPER OR CPVC, AND ANY
BELOW GROUND WATER DISTRI5UTION LINES TO 5E CPVC AS PER F5C 2014 PLUM5 605.4
SUPPORT ALL 4"0 OR SMALLER PVC PIPING MAX 4' O.C. HORIZANTAL E
MAX 10' O.C. VERTICAL. SUPPORT ALL 4"0 OR SMALLER COPPER LINES
MAX 12' O.C. HORIZONTAL E 10' O.C. VERTICAL WITH APPROVED MATERIAL
THAT WILL NOT PROMOTE GALVANIC ACTION.
WASTE LINES 3",P OR LARGER TO HAVE MIN SLOPE OF 1/5"/FT, AND WASTE
LINES 2"0 OR SMALLER TO HAVE MIN SLOPE OF 1/4"/FT.
ALL PIPING TO 5E SEPARATED FROM THE STRUCTURE OR PARTITIONS IN A
MANNER TO ELIMINATE VIBRATION.
PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH SLA58 OR MASONRY
WALLS. CAULK GAPS 5ETWWEN PIPING AND SLEEVES.
WHERE EXPOSED PIPES PASS THROUGH SLA58 OR WALLS, PROVIDE
ESCUTCHEON COVERS TO CONCEAL PENATRATIONS.
VERIFY LOCATIONS OF ALL EXISTING SANITARY AND WATER LINES BEFORE
STARTING WORK, NOTIFY ARCHITECT OF ANY DESCREPANCIES. REPAIR EXIST CONC SLAB
AS PER ATTACHED DETAIL AS REQUIRED DUE TO NEW PIPING
FIXTURE CONNE nON SCHEDULE
(AS PER MIAMI DACE COUNTY CODE 6-51.5)
WASTE d
WATER
FIXTURE
WATER
COLD
HOT
ITEM
501L
Okq
RATEE
UNITS.
WATER CLOSET
5"
1.1 61*F
4
1/2"
TUB
2"
1.5 6PM
2
112..
1/2 "
WHIRLPOOL
2"
1.5 6PM
2
1/2 "
14211
LAVATORY
I-1/4"
1.5 6PM
I
1/2 "
1/2 "
URINAL
2"
0.5 6PF
2
1/2 "
14211
SHOWER
2"
1.5 6PM
2
14211
1/2 "
KIT SINK
2"
1.5 6PM
2
1/2 "
1/2 "
WASH MACHINE
5"
W.F. < &
4
1/2 "
14211
LAUNDRY SINK
2"
1.5 6PM
2
1/2 "
1/2 "
HOSE 515E
1/2"
DISH WASHER
6.5 6PC
1/2 "
142 11
PARTIAL WATER
SCALE: 1/4" = 1'-0"
1 3/4" GALV
GAS DN
/
/ 1
3/4" GALV GAS 8'
<� IN CLG- 11'
IN I
/
r
1 3/4" GALV GAS RANGE
e- - i GAS UP (110 M5TU/HR)
REG. 1
I
I
S.O.V.
I
12 3/4" GALV
I GAS ALONG WALL
` S.O.V. W/
DRIP LEG
100 G. PROPANE �� LP GAS TANKLESS
GAS TANK WATER HEATER
SOY (lg9 M5TU/HR)
LOW PRESS.
REG
EXIST 145 W/
J V5 E S.O.Y.
EXIST 1" CW
FROM EXIST W/M
RTgFR
1ST SYSTEM TO WATER HEATER
MAX LOAD- 15S MBTU/HR
TOTAL RUN (LOW PRESS)-16'
GAS TYPE- LP
2ND SYSTEM TO GAS RANGE
MAX LOAD- 110 MBTU/HR
TOTA RUN (LOW PRESS)- 33'
LONGEST LOW PRESSURE RUN- 2'
GAS TYPE- LP
*4x16" LONG DOWELS EA SIDE * 24"o c.
EMBEDDED 4" INTO EXISTING SLAB
w/ 14ILT1 HIT HY-150 EPDXY SYSTEM
NEW CONC. SLAB W/
6x6 WIA/WIA W.W.F.
F5C LP GAS TA5LES
GALV PIPE- TA5LE 402.4 (26)
TOTAL LOAD- 305 M5TU/HR
LONGEST RUN- 33 FT
l li li it l l i I li iLI-1
� �l l 11 lL--11f111 l 11 l &-I�
VAPOR BARRIER
EXIST CONIC SLAB
REPAIR DETAIL
SCALE: NTS
G.O. UA-iEFft EXIST SAN LINE 0-,l &-^'v 1 t vrwt Sri ru
EXITS HOUSE, IF NOT EXISTING. TO EXIST SEWER LAT
'AID
PARTIAL SANITARY
SCALE: 1/4" = 1'-0"
NEW 2" VENT UP.
CONNECT TO EXIST
2 ROOF CAP
i
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
w
AND/OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
y
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
A� , d Reardon
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4/4/17
AS NOTED
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