09-49-077SLOPE PVC PIPE PER PLANS
HEX WASHERHEAD
SELF PIERCING SCREW
SIZE 98,1' LONG, TYP.
20 GA. MIN. GALV.
STRAP, ANCHOR
TO ROOF SUPPORT
i
/ SEE PLANS FOR SIZE.
ATTACH TO ROOF WITH 'TAM -PRO 80 V
PLASTIC ROOF CEMENT OR EQUAL
(MIAMI-DARE COUNTY APPROVED)
'1.5' PIPESTAND MODEL FABRICATED BY
MIRO INDUSTRIES SET PER TABLE (SEE NO )
1.5' RIGID POLYCARBONATE RESIN WITH
---- CARBON BLACK ADD. FOR W C
i
P VIDE NO. AS REQ'0
TO MAINTAIN SLOPE 3 CLEARANCE
ROOF (SEE ARCH.)
NOTE: CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS. ACCOMMODATE HEIGHT OF SUPPORT
' > IN ORDER TO COMPLY WITH AIR GAP REQUIREMENT AT ROOF DRAIN. CONDENSATE PIPE
I TERMINATION SHALL BE TABOVE ROOF DRAIN STRAINER
PROVIDE SUPPORTS AS PER TABLE 305.4 OF F.B.C. 2004 - MECHANICAL
ROOF PIPING SUPPORT DETAIL
NOT TO SCALD
PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE
TOP WTTH'CO' CAST IN COVER PROVIDE CLEANOUT TOP
WITH VARIATION$ SUITABLE FOR FLOOR COVERING (CARPET
MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED
FLOORS} PROVIDE BRONZE PLUG IN CAST IRON BODY.
MEMBRANE CLAMP '1 /-- FLOOR SLAB ON GRADE
SAME SIZE AS SEWER
UP TO 61 MAXIMUM.
AS REQUIRED FOR
DEPTH OF SEWER
HUB AND SPIGOT
LONG SWEEP ELBOW AT
CAST IRON PIPE
END OR TURN OF RUN.
BELOW FLOOR
COMBINATION WYE AND
SANITARY OR STORM
EIGHTH BEND IN RUN.
VD
SEWER LINE
ENTER TOP OF PIPE.
- - - 3 <- DIRECTION
4- f OF FLOW
LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS
OF PIPE GREATER THAN 45 DEGREES, AT 5V INTERVALS
ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS.
PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS.
LOCATE CLEANOUTS WHERE THERE IS 18' CLEAR AROUND.
CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS.
FLOOR CLEANOUT DETAIL
NOT TO SCALF"
NOTES: I. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP
2, PITCH DRAIN FOR PROPER RUNOFF.
3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM
INITIAL DRAIN SEAL
4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAO AND
CONDENSATE OVERFLOW.
AIC UNIT CLEANOUT
CAP (TYP.)
PITCH
DRAIN PAN
DRAIN PIPE
TO MATCH DRAIN
OUTLET SIZE.
THIS STANDARD DETAIL MUST
BE REVIEWED AND SITE
ADAPTED BY CONTRACTOR
PRIOR TO USE FOR FINAL
EQUIPMENT.
VENT LINE
PERFORATED
CAP
PPITCH ^
0
u
(a) THIS DIMENSION IN INCHES MUST BE
EQUAL TO THE MAXIMUM FAN SUCTION
(NEGATIVE) STATIC PRESSURE IN INCHES
WG (LATH DIRTY FILTERS, COILS, AND
MAXIMUM AIR FLOW) + 1' W.G.
(D) THIS DIMENSION IN INCHES MUST BE
EQUAL TO MIN.112 OF THE (a) ABOVE
(c) EQUALS (a) + (b) + PIPE DIA. +
+ INSULATION
DRAW THRU UNIT CONDENSATE TRAP
NOT 10 SCALP
PROVIDE TEST TEE
WITH SCREWED COUNTER-
SUNK ASS PLASTIC PLUG:
TAPERED -THREAD WITH
TFE JOINT COMPOUND.
WHERE CLEANOUT TEE
IS CONCEALED IN A
CHASE OR PARTITION,
PROVIDE AROUND 18
GAUGE STAINLESS STEEL
COVER WITH BEVELED
EDGES AND FLATHEAD
MACHINE SCREW. -
CONCRETE
FLOOR
SLAB
MOTE:
PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES
NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM
WITHIN 4' OF FLOOR CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS.
COLUMN OR PARTITION
AS SHOWN ON FLOOR PLAN
CLEANOUT FACE SHALL
BE WITHIN 4' OF WALL
SURFACE PROVIDE
PIPE EXTENSION IF REQUIRED,
WALL CLEANOUT DETAIL
NOT TO SCALE
COLD WATER SUPPLY
TO WATER HEATER
MIN. 4 GAL
EXPANSION TANK
HEAT TRAP
HOT WATER TO FIXTURES
AS SHOWN ON PLANS a
PROVIDE A 210'F
PROVIDE FULL PORT BALL
i a
TEMPERATURE
SHUT-OFF VALVES
PRESSURE
RELIEF VALVE
PROVIDE PIPE
WITH TEST LEVER
UNIONS, DIELECTRIC
SIZED WITH AGA/CGA
IF REQUIRED FOR
TEMPERATURE STEAM
DISSIMI AR METALS
RATING 1D%OVER
HEATER INPUT.
THERMOSTATAND
PROVIDEAHARD
PRESSURE REGU-
COPPER RELIEF
LATOR FURNISHED
VALVE DISCHARGE
WITH WATER HEATER
LINE FULL SIZE OFVALVE
OUTLET F
TO INDIRECT WASTE
IN SAME ROOM WITH
AVISIBLE AIR GAP
PROVIDE A DRAIN
PAN, RUN OVERFLOW
LINE TO
NEARESTAPPROVED
INDIRECT WASTE
DRAIN VALVE BY
HEATER MANUFACT
DRAIN PAN WITH
MINIMUM 2' HIGH SIDES
PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT
FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES.
SET HEATER THERMOSTAT AT 120' F.
WATER HEATER DETAIL
NO'L" I'O SCALE
PLUMBING NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE I N STRICT ACCORDANCE WITH FBC 2004, APPLICABLE LOCAL CODES, RULES
AND ORDINANCES.
2, PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING
CONDITIONS.
3. ALL MATERIALS SHALL BE NEW.
4. ALL WORK SHALL BE PERFORMED BY LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER THE
COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF
CONSTRUCTION SHALL BE A PART OF THIS CONTRACT.
5, REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIASIL TY
AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK,
6. PLUMBING CONTRACTOR SHALL. SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR
TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT, PLUMBING
CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES.
7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC,
8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION,
REPORT ANY DISCREPANCY TO ENGINEERIARCHITECT PRIOR TO BEGINNING CONSTRUCTION.
9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF
CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES,
10, WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE'V COPPER COORDINATE WITH LOCAL
JURISDICTION FOR ADDITIONAL REQUIREMENTS, PROVIDE ALTERNATE FOR CPVC PIPING EQUAL. TO BFGCODRICH
'FLOWGUARD GOLD' FOR WATER KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS, CONTRACTOR SHALL
PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL
SUBMIT TEST RESULT'S TO ENGINEER FOR REVIEW AND APPROVAL
I I- SOiI, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR FVC, WHERE CODE ALLOWS, PVC MAY NOT BE USED
THRU RATED ASSEMBLIES OR IN PLENUMS.
12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS.
COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION.
13. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED AND LOCATED
PER MANUF. S INSTALLATION INSTRUCTIONS AND WH4'DI 201,
14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS.
15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL,
10. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER
PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALUFLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME
RATING AS WAILS OR FLOORS AS PART OF THE PLUMBER'S WORK.
17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF
NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER CORRECTION OF ANY DEFECTS SHALL BE
COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE
INSTALLATION WHICH MAY HAVE BEEN DAMAGED.
18. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED
WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED.
19. PROVIDE COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS FINISH TO MATCH
FIXTURE TRIM.
20. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR
PLENUMS.
21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS.
22. ALL CONTROL VALVES SHALL. BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE
PROVIDED FOR OWNERIOPERATOR
23. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE'V COPPER WITH ARMAFLEX INSULATION PER F.B.C. 2004 CHAPTER 13 TABLE
411.1 WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE
ALLOWED BY LOCAL CODES, SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING.
24, CONDENSATE LINES SHALL NOT DRAIN ON THE ROOFING SYSTEM OR ANY OF ITS COMPONENTS AND CONDENSATE LINES
NEED NOT COMPLY WITH MIN. CLEARANCE REQUIREMENTS PER F.B.C. BUILDING 2004, PAR.1522.3.5
25. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF.
26. WATER PIPING INSULATION SHALL BE ARMAFLEX OR EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD
WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION, THICKNESS AS PER F.B.C. 20% CHAPTER 13 TABLE 411.1
27. STUDOR MINVMAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE
ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S
RECOMMENDATIONS,
28. ALL HORIZONTAL RAINWATER PIPING THAT RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL
BE INSULATED WITH 1' THK. ARMAREX SLOPE OF HORIZONTAL STORM DRAINAGE PIPING SHALL BE 1/8' PER FOOT, UNLESS
OTHERWISE NOTED,
WATER HAMMER ARRESTER SPECS.
P.D.I. UNITS
F.U. RATING
MODEL No.
MANUFACTURER
CONNECTIONS
A
1-11
e52-A
SIOUXCHIEF
1/2"
B
1 12 - 32
e53 - B
SIOUX CHIEF
3/4'
NOTE:
1. SIOUX CHIEF WATER HAMMER ARRESTORS ARE APPROVED FOR INSTALLATION
WITHOUT ACCESS DOOR REQUIRED. CONFORMS TO ANSVASSE 1010 STANDARDS.
WALL HUNG FIXTURES SHALL BE SUPPORTED AS PER
FBC 2517.5.1.1 Steel studs supporting wall hung plumbing fixtures
shall be doubled or not or less than 20 gauge with a minlmun
eftctive moment of inertia equal to 0.864 Ind (3600).
PLUMBING LEGEND
CO
CLEAN OUT
5
SANITARY SEWER PIPING
FD
FLOOR DRAIN
S- - - - -S
VENT PIPING - -
CW
DOMESTIC COLD WATER
DOMESTIC COLD WATER PIPING - -
HW
DOMESTIC HOT WATER
HOT WATER PIPING (IIII-)-
HB
HOSE BIBB
S- CD -S
CONDENSATE PIPING ' -
VTR
VENT THRU ROOF
S- SD -3
�• = - • - . - - "
STORM DRAIN PIPING
DG
GATE VALVE
S--O-;
PIPE RISE UP
Q�
WATER HAMMER ARRESTER (PDT No.)
S-?-S
PIPE DOWN OR DROP
FD
FLOOR DRAIN
C-
CAPPED END OF PIPE ? `
-�
CLEAN OUT
'� --
POINT OF CONNECTION
P-TRAP A '
PLUMBING FIXTURE SCHEDULE
LAV
LAVATORY TO BE BY OWNERIARCHMECT.
HLAV
HANDICAP LAVATORY TO BE BY OWNER/ARCHITECT.
WC
WATER CLOSET TO BE BY OWNER/ARCHITECT,
HWC
HANDICAP WATER CLOSET TO BE BY OWNER/ARCHITECT,
UR
URINAL TO BE BY OWNER/ARCHITECT.
HDPIDF
DRINKING FOUNTAIN TO BE BY OWNER/ARCHTTECT,
MOP
SINK
MOP SINK TO BE BY OWNERIARCHITECT.
SK
SINK TO BE BY OWNERIARCHITECT.
SK•2
2-COMP, SINK TO BE BY OWNERIARCHITECT,
SK-3
31COMP, SINK TO BE BY OWNER/ARCHRECT,
LSK
LAB SINK TO BE BY OWNER/ARCHITECT.
ES
EMERGENCY SHOWER TO BE BY OWNER/ARCHITECT,
EW
EYEWASH TO BE BY OWNER/ARCHITECT.
HB
HOSE BIBB TO BE WOODFORD MODEL B24 WITH SOX, 3W STRAIGHT INLET CONNECTION,
ANTI -SIPHON.
GT
GREASE TRAP TO BE WADE MODEL 5120.
E1NC
WATER HEATER SHALT. BE 50 GAL, ELECTRIC 20W, 3 PHASE, 9.0 KW.
LOCHINVAR STANDARD HI -POWER MODEL HST09•50,
GENERAL NOTES:
(1) - FIXTURES SHALL BE AS SHOWN OR EQUAL
(2) - ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 20D4,
(3) - ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE,
SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH AS THE ABOVE
SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE
(4) - ALL FIXTURES SHALT. BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY.
SLOPE OF HORIZONTAL DRAINAGE PIPE
AS PER TABLE 704.1 - FBC PLUMBING
SIZE
(INCHES)
MINIMUM SLOPE
(INCH PER FOOT)
21/2 OR LESS
0 1/4' / FT
3 TO 8
Q Its' / FT
8 OR LARGER
®1/16" / FT
MAXIMUM FLOW RATES AND CONSUMPTION FOR
PLUMBING FIXTURES AND FIXTURE FITTINGS
(AS PER TABLE 604.4 - FBC PLUMBING)
PLUMBING FIXTURE
OR FIXTURE FITTING
MAXIMUM FLOW RATE
LAVATORY, PRIVATE
2.2 GPM AT 60 PSI
WATER CLOSET
1.6 GALLONS PER FLUSHING CYCLE
r% !KM
ALEJANDROtRrOS R.A.
Ichit8lctS
;A:olandra Regis R.A. 0011702
-18501 Pines Blvd., Suite 107 - -
Pembroke Pines FL 33029�
er. (954) 342-7122
Fax: (954) -142 7190 w
e-m9ll: rernosbIc g@aol.co q
SOMERSET HARTER�-,-
SCHOOL. L
South Mianif k'_' .
-5876 SW 68th Street # d'
South Miami, FL, 33143 4
lC' L
CONSULTANTS: .
Jt NETH-ARDILA
architect
ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
architect
MARCEL ADRIAN PEREZ
architect
ASWI Pines Blvd., Suite 107
Pembroke Pines FL 33029
STRUCTURAL ENG.:
EDUARDO GONZALEZ P.E. INC.
Structural Engineers
State of Florida CA No. 6188
J. Eduardo Gonzdlez P.E.
-717 Ponce de Leon Blvd., Suite 335
Coral Gables FL 33134
Tel: (308) 445 5100
Fax: (305) 4456644
e-mail: eddygon@bellsouth.net
M.E.P. ENG.:
INGEMEL SA LLC.
ENGINEERING COMPANY
STATE OF FLORIDA CA No. 9113
Pedro Arias P.E. 63813
PaWcfs Moral" P.E 63818
-20871 Johnson Street, Suite 115
Pembroke Pines FL 33029 USA
Tel: (954) 318 2264
Fax: (954) 450 721 a
e-mall: pedroa@ingemel.com
pmoreles@:rpemel.com
CIVIL ENG.:
Consulting Engineering
& Science, Inc. t
Nelson H, Ortlz P.E. 575W
-10700 North Kendall Drive Suite 400
Miami FL 33178
Tel: (305) 378 5555
Fax (305) 279 4553
e-mail: nortiz@CESMIAMI.com
LANDSCAPE ARCH.:
M. L. A. GROUP INC.
Scott McClure RLA 6666695
-690 NE 13th Street Suite 105
Fort Lauderdale FL 33304
Tel: (954) 783 4071
Fax: (954) 487 I WS
e-mall: mlegroupinc@yahoo.com
SEAL: "
P.E.63818��,
REVISIONS. -
Project No:
USCG-1
Model File:
Drawn by:
A.G.
Approved by:
0.M.M. ;$
Date:
08/08/08
Scale:
As S R own
Copyright
Sheet Title
PLUMBING . -
NOTES, NOTES, DETAILS,
AND SCHERULES
Sheet Number
fr �`
L
SOMERSET SOUTI*M]1AMI