09-49-076NOTES: 1.
ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP
SLOPE PVC PIPE PER PLANS
2.
PITCH DRAIN FOR PROPER RUNOFF.
3.
MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM
HEX W
/
INITIAL DRAIN SEAL.
SELF PIERCING SCREW
PIERCING
4.
SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND
SIZE IT8,1' LONG, TYP.
CONDENSATE OVERFLOW.
20 GA. MIN. GALV.
/
STRAP, ANCHOR
TO ROOF SUPPORT
SEE
/
UNIT
CLEANOUT VENT LINE
PLANS FOR SIZE.
CAP (TYP.) PERFORATED
CAP
ATTACH TO ROOF WITH 'TAM -PRO 801'
PITCH
--~
i
PLASTIC ROOF CEMENT OR EQUAL
DRAIN PAN
(MIAMWADE COUNTY APPROVED)
PITCH
v
1.5'
DRAIN PIPE
"1.5' PIPESTANO MODEL FABRICATED BY
TO MATCH DRAIN
u
MIRO INDUSTRIES SET PER T�WrrH)
RIGID POLYCARBONATE RESICARBON
OUTLET SIZE.1.5"
BLACK ADD. FOR UV
:EBLPROVIDE NO. AS REO'D
TO MAINTAIN SLOPE & 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
TERMINATION SHALL BE 2"ABOVE ROOF DRAIN STRAINER.
PROVIDE SUPPORTS AS PER TABLE 305.4 OF F.B.C. 2004 - MECHANICAL
ROOF PIPING SUPPORT DETAIL
NOT TO SCALE
THIS STANDARD DETAIL MUST
BE REVIEWED AND SITE
ADAPTED BY CONTRACTOR
PRIOR TO USE FOR FINAL
EQUIPMENT.
(a) THIS DIMENSION IN INCHES MUST BE
EQUAL TO THE MAXIMUM FAN SUCTION
(NEGATIVE) STATIC PRESSURE IN INCHES
WG (NTH DIRTY FILTERS, COILS, AND
MAXIMUM AIR FLOW) + V W.G.
(b) THIS DIMENSION IN INCHES MUST BE
EQUAL TO MIN. 1/2 OF THE (a) ABOVE
(c) EQUALS (a)+M+PIPE DIA+
+INSULATION
DRAW THRU UNIT CONDENSATE TRAP
NOT TO SCALE
PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE
TOP WITH'CO" CAST IN COVER PROVIDE CLEANOUT TOP
WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET
MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED
FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY.
PROVIDE TEST TEE
MEMBRANE CLAMP FLOOR SLAB ON GRADE
WITH SCREWED COUNTER-
SUNK ASS PLASTIC PLUG:
TAPERED -THREAD WITH
o
TFE JOINT COMPOUND.
WHERE CLEANOUT TEE
IS CONCEALED IN A
SAME SIZE AS SEWER
CHASE OR PARTITION,
UP TO 6' MAXIMUM.
PROVIDE A ROUND 18
AS REQUIRED FOR
GAUGE STAINLESS STEEL
DEPTH OF SEWER
COVER WITH BEVELED
HUB AND SPIGOT LONG SWEEP ELBOW AT
EDGES AND FLATHEAD
CAST IRON PIPE END OR TURN OF RUN.
MACHINE SCREW.
BELOW FLOOR.
COMBINATION WYE AND
SANITARY OR STORM EIGHTH BEND IN RUN.
SEWER LINE ENTER TOP OF PIPE.
CONCRETE
FLOOR
_
I I I_ 3 <__ DIRECTION
SLAB
_
- --F- - OF FLOW
LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS
OF PIPE GREATER THAN 45 DEGREES, AT 50' 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 SCALE
G\oSS 1 floes SYSTEM No. GAJ-2063
UF Rating - 2 Hr
eL
Sys e� I ---A
SECTION A -A
(1) FLOOR OR WALL ASSEMBLY - Min 4-1/2" thick reinforced lightweight or normal weight concrete
for 2 Hr Fire Rating. Floor may be constructed of any min. 6" thick UL Classified hollow -core
Precast Concrete units.
O THROUGH PENETRATION - One nonmetallic pipe or conduit to be centered within the fire stop
system. A non annular space of 1/4" is required within the fire stop system.
Polyvinyl Chloride (PVC) Pipe - Nom. 4" diam. (or smaller) Schedule 40 cellular pipe for
use in closed (process or suplly) or vented (drain, waste
or vent) piping systems.
Chlorinated polyvinyl Chloride (CPVC) Pipe - Nom. 4" diam. (or smaller) SDR 13.5 CPVC
pipe for use in closed (process or suplly) piping systems.
O FiRE STOP SYSTEM - The fire stop system shall consist of the following:
3A Packing Material - Mineral wool batt insulation firmly packed into annular space as a
permant form. Packing material to extend throughout thickness of floor.
38 Fill, Void or Cavity Material - Sealant - Min. 1/2" thickness of fill material applied within
the annulus, flush with top surface of floor.
O F(II, Void or Cavity Material - Wra Strip - Nom. 3/16" thick material faced on both sides
with plastic film, supplied in 2" wide strip.
The number of wrap strips required:
Dlam of Through No. of wrap stripes
penetrant, in.
2 1
3 2
4 3
Drawing not to scale
NOTE:
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.
WALL CLEANOUT DETAIL
Goss ) r/ SYSTEM No. GAJ-1402
I ow F Rating - 2 Hr
Q
Sy,
COLUMN OR PARTITION
AS SHOWN ON FLOOR PLAN
CLEANOUT FACE SHALL
BE WITHIN 4' OF WALL
SURFACE. PROVIDE
PIPE EXTENSION IF REQUIRED.
i�vi Lvov-tu.r,
SECTION A -A
1A FLOOR OR WALL ASSEMBLY - Min 2-1/2 in. thick reinforced light weight or normal weight
(100-150 pcf) concrete. Floor may also be constructed of any min 6 in. thick UL Classified
hollow -core precast units.
18 METALLIC SLEEVE (optional) - Nom 10 in. (or smaller), Schedule 10 (or heavier) steel pipe sleeve,
cast or grouted into floor or wall assembly, flush with floor or wall surfaces.
OTHROUGH PENETRATION - One metallic pipe or tubing to be Installed concentrically or
eccentrically Into opening such that the annular space between the pipe and the periphery of the
opening is min 0 in. (point of contact) to max 2-1/8 in. Pipe to be firmly supported on both
sides of opening. The following types and sizes of pipes may be used:
A. Steel Pipe - Nom 8 in. diam (or smaller) Schedule 40 (or heavier) steel pipe.
B. Iron Pipe - Nom 8 in. diam (or smaller) cast or ductile iron pipe.
C. Conduit - Nom 4 in. diam (or smaller) electrical metallic tubing or steel conduit.
D. Copper Tubing - Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing.
E. Copper Pipe - Nom 4 In. dlam (or smaller) Regular (or heavier) copper pipe.
O3 PACKING MATERIAL - Min 1 in. diam backer rod firmly pressed into opening as a permanent
form. Forming material to be recessed by min depth of 1/2 In. from top surface of floor or
both surfaces of wall.
O 4. FILL, VOID, OR CAVITY MATERIALS - Caulk - Min 1/2 In. thickness of fill material applied
within the annulus, flush with top surface of floor or both surfaces of wall. A min 1/4 in. crown
of the caulking material shall be applied around the entire circumference of the pipe at the level
of the floor surface or both wall surfaces. When floor is constructed of hollow -core precast
concrete units, fill material shall be installed symmetrically on both sides of the floor.
UL/cUL System No. C-AJ-1402
Drawing not to scale
W
PLUMBING NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN 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 A 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 LIABILITY
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 BFGOODRICH
'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 RESULTS TO ENGINEER FOR REVIEW AND APPROVAL.
11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, 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 WH-PDI 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.
16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER
PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE
SAME RATING AS WALLS 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 "L' 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. 2004 CHAPTER 13 TABLE 411.1
27. STUDOR MININAXI 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 ARMAFLEX. SLOPE OF HORIZONTAL STORM DRAINAGE PIPING SHALL BE 1/8" PER FOOT,
UNLESS OTHERWISE NOTED. Q
29. AFTER ALL PLUMBING FIXTURES ARE INSTALLED ALL FLOORS MUST BE RESEALED.
COLD WATER SUPPLY
TO WATER HEATER
MIN. 4 GAL
EXPANSION TANK
HEAT TRAP
HOT WATER TO FIXTURES
AS SHOWN ON PLANS
PROVIDE FULL PORT BALL 1 �1
SHUT-OFF VALVES
PROVIDE PIPE
UNIONS, DIELECTRIC
IF REQUIRED FOR
DISSIMILAR METALS
THERMOSTAT AND
PRESSURE REGU-
LATOR FURNISHED
WITH WATER HEATER
PROVIDE A DRAIN
PAN, RUN OVERFLOW
LINE TO
NEARESTAPPROVED
INDIRECT WASTE
PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT
FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES.
SET HEATER THERMOSTAT AT 120' F.
PROVIDE A 210T
TEMPERATURE AND
150 PSI PRESSURE
RELIEF VALVE
WITH TEST LEVER
SIZED WITH AGAICGA
TEMPERATURE STEAM
RATING 10%OVER
HEATER INPUT.
/-- PROVIDE A HARD
COPPER RELIEF
VALVE DISCHARGE
LINE FULL SIZE OF
VALVE OUTLET RUN
TO INDIRECT WASTE
IN SAME ROOM WITH
A VISIBLE AIR GAP
DRAIN VALVE BY
HEATER MANUFACT
DRAIN PAN WITH
MINIMUM 2' HIGH SIDES
WATER HEATER DETAIL
NOT TO SCALE
PLUMBING LEGEND
---
CO
CLEAN OUT
-j
SANITARY SEWER PIPING
FD
FLOOR DRAIN
fr - -
VENT PIPING -
CW
DOMESTIC COLD WATER
DOMESTIC COLD WATER PIPING
HW
DOMESTIC HOT WATER
- - - '--S
HOT WATER PIPING (110')
HB
HOSE BIBB
�- CD -S
CONDENSATE PIPING _ _ _ _
VTR
VENT THRU ROOF
SD -4
STORM DRAIN PIPING
DQ
GATE VALVE
S-{>-s
PIPE RISE UP
4#
WATER HAMMER ARRESTER (PDI No.)
PIPE DOWN OR DROP
FD
FLOOR DRAIN
r--
CAPPED END OF PIPE
�{
CLEAN OUT
�-
POINT OF CONNECTION
P-TRAP
PLUMBING FIXTURE SCHEDULE
LAV
LAVATORY TO BE BY OWNER/ARCHITECT.
HLAV
HANDICAP LAVATORY TO BE BY OWNERIARCHITECT.
WC
WATER CLOSET TO BE BY OWNERIARCHITECT.
HWC
HANDICAP WATER CLOSET TO BE BY OWNERiARCHITECT.
UR
URINAL TO BE BY OWNER/ARCHITECT.
HDFIDF
DRINKING FOUNTAIN TO BE BY OWNER/ARCHITECT.
MOP
SINK
MOP SINK TO BE BY OWNERIARCHITECT.
SK
SINK TO BE BY OWNER/ARCHITECT.
SK-2
2-COMP. SINK TO BE BY OWNER/ARCHITECT.
SK-3
3-COMP. SINK TO BE BY OWNERIARCHITECT.
LSK
LAB SINK TO BE BY OWNERIARCHITECT.
ES
EMERGENCY SHOWER TO BE BY OWNERIARCHITECT.
EW
EYEWASH TO BE BY OWNERIARCHITECT.
H8
HOSE 8198 TO BE WOODFORD MODEL B24 WITH BOX, 3/4' STRAIGHT INLET CONNECTION,
ANTI -SIPHON.
GET
GREASE TRAP TO BE WADE MODEL 5120.
EWC
WATER HEATER SHALL BE 50 GAL. ELECTRIC 208V, 3 PHASE, 9.0 KW.
LOCHINVAR STANDARD HI -POWER MODEL HST09.50.
GENERAL NOTES:
1) - FIXTURES SHALL BE AS SHOWN OR EQUAL.
( O Ly W TWLE0 B C L
E DIN C S F R I D CO I CL D NG ONE OM 01, 009
(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 SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY.
WATER HAMMER ARRESTER SPECS.
P.D.I. UNITS
F.U. RATING
MODEL No.
MANUFACTURER
CONNECTIONS
A
1 -11
652 - A
SIOUX CHIEF
1/2"
B
12 - 32
653 - 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.
SLOPE OF HORIZONTAL DRAINAGE PIPE
AS PER TABLE 704.1 - FBC PLUMBING
SIZE
(INCHES)
MINIMUM SLOPE
(INCH PER FOOT)
2 1/2 OR LESS
@ 1/4' / FT
3TO6
@1/8'/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
1.5 GPM AT 60 PSI
LAVATORY, PUBLIC
0.5 GPM AT 60 PSI
SINK FAUCET
1.5 GPM AT 60 PSI
URINAL
WATERLESS OR 0.5 GPM
PER FLUSHING CYCLE
WATER CLOSET
1.28 GALLONS PER FLUSHING CYCLE
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 minimun
effective moment of Inertia equal to 0.864 Ind (360m4 ).
Nk
REMOs
I1 _ J4LEJANDR0 REMOS R.A.
Ili--r-Ohlieidts
Alejandro Remos R.A. 0011702
-18501 Pines Blvd. _Suite 107
Pemorok9 Pines FL- :W29
jj
TeZ (954) 442 7122
Fa .:(954)-442 7 :90,
e-mail: remosbldggaol.com
SOMERSET CHARTER
SCHOOL
South Miami
-5876 SW 68th Street
South Miami, FL 33143
CONSULTANTS:
JEANETH ARDILA
architect
ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
architect
MARCEL ADRIAN PEREZ
architect
-18501 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 Gonz6lez P.E.
-717 Ponce de Le6n Blvd., Suite 335
Coral Gables FL 33134
Tel: (305) 445 5100
Fax: (305) 445 6644
e-mail: eddygon@bellsouth.net
M.E.P. MG.:
INGEMEL SA LLC.
ENGINEERING COMPANY
STATE OF FLORIDA CA No. 9113
Pedro Arlas P.E. 63813
Patricia Morales P.E. 63818
-20871 Johnson Street, Suite 115
Pembroke Pines FL 33029 USA
Tel: (954) 318 2264
Fax: (954) 450 7218
e-mail: pedroapingemel.com
pmorales@ingemel.00m
CIVIL ENG.:
Consulting Engineering
& Science, Inc.
Nelson H. Ortiz P.E. 575H
-10700 North Kendall Drive Suite 400
Miami FL 33176
Tel: (305) 378 5555
Fax: (305) 279 4553
e-mail: noniz@CESMIAMI.com
LANDSCAPE ARCH.:
M. L. A. GROUP INC.
Scott McClure RLA SWUS5
-690 NE 13th Street Suite 105
Fort Lauderdale FL 33304
Tel: (954) 763 4071
Fax: (954) 4671688
e-mall: mlagroupinc@yahoo.com
SEAL: .•.
• C) � U :i tcl -
P.E. 63818
REVISIONS:
Project No:
USC13-1
Model File:
Drawn by:
A.G.
Approved by:
P.M.M.
Date:
09/08/08
Scale:
As Shown
Copyright
Sheet Title
PLUMBING
NOTES, DETAILS
AND SCHEDULES
Sheet Number
P=5
SOMERSET SOUTH MIAMI
i