12-508-027A/E
ARCHITECT /ENGINEER
ID
INSIDE DIAMETER
AC
AIR CONDITIONING
IND
INDIRECT
AD
AREA DRAIN
INV
INVERT
AFC
ABOVE FINISHED CEILING
ISO
ISOMETRIC
AFF
ABOVE FINISHED FLOOR
IW
INDIRECT WASTE /INDUSTRIAL WASTE
AFG
ABOVE FINISHED GRADE
IWH
INSTANTANEOUS WATER HEATER
AG
ABOVE GROUND
61 -113
114 -154
AHU
AIR HANDLING UNIT
KIT
KITCHEN
AP
ACCESS PANEL
KPA
KILOPASCAL
APPROX
APPROXIMATE
KW
KILOWATT
APT
APARTMENT
WATER HAMMER ARRESTOR
1 I L VTR
AR
ACID RESISTANT
LAV
LAVATORY
ASME
AMERICAN SOCIETY OF MECHANICAL
FLOOR DRAIN WITH TRAP RESEAL
1 1/4"
PRESSURE AND TEMPERATURE RELIEF VALVE
ENGINEERS
MECH
MECHANICAL
ASTM
AMERICAN SOCIETY FOR TESTING AND
MH
MANHOLE
EXISTING LINE TO BE REMOVED
MATERIALS
MIN
MINIMUM /MINUTE
AV
ACID VENT
MOD
MODEL
AW
ACID WASTE
MTD
MOUNTED
AWS
AMERICAN WELDING SOCIETY
AWWA
AMERICAN WATER WORKS ASSOCIATION
NA, NIA
NOT APPLICABLE
NC
NORMALLY CLOSED
BLDG
BUILDING
NO
NORMALLY OPEN
BOT
BOTTOM
NIC
NOT IN CONTRACT
BT
BATHTUB
NPS
NATIONAL PIPE STANDARD
DRAIN: MCGUIRE NO. 8872 1 -1/4" TAILPIECE AND NO.
NTS
NOT TO SCALE
CA
COMPRESSED AIR
155A PERFORATED GRID CHROME FINISH.
CB
CATCH BASIN
Op
OUTSIDE DIAMETER
C
CHECK VALVE
OFD
OVERFLOW DRAIN
CI
CAST IRON
OS & Y
OUTSIDE SCREW AND YOKE
CIP
CAST IRON PIPE /CAST -IN -PLACE
CO
CLEANOUT
PD
PLANTER DRAIN
COND
CONDENSATE
P &T
PRESSURE & TEMPERATURE
CONN
CONNECTION
PKD
PARKING DRAIN
CONT
CONTINUOUS /CONTINUATION
PLUM
PLUMBING
CPVC
CHLORINATED POLYVINYL CHLORIDE
PRV
PRESSURE REDUCING VALVE
CW
COLD WATER
PSIG
POUNDS PER SQUARE INCH, GAGE
PROTECTIVE LAVATORY SHIELD( *) NO. #2018 -KO -K
PVC
POLYVINYL CHLORIDE
DET
DETAIL
PVDF
POLYVINYLIDINE FLUORIDE
DF
DRINKING FOUNTAIN
DIA
DIAMETER
R
RADIUS, RADII, RELIEF PIPE
DIM
DIMENSION
RD
ROOF DRAIN
DN
DOWN
REINF
REINFORCEMENT
DOM
DOMESTIC
REQ'D
REQUIRED
DR
DRAIN
RM
ROOM
DS
DOWNSPOUT
RPM
REVOLUTIONS PER MINUTE
DW
DISHWASHER
RWL
RAIN WATER LEADER
DWG
DRAWING
GPM CAST BRASS, CHROME PLATED, ADA COMPLAINT.
SAN
SANITARY
EA
EACH
SCH
SCHEDULE
EL
ELEVATION
SD
STORM DRAIN
ELEC
ELECTRICAL
SECT
SECTION
EMER
EMERGENCY
SF
SQUARE FEET
EPDM
ETHYLENE PROPYLENE DIENE MONOMER
SHR
SHOWER
EO
EMERGENCY OVERFLOW
SHT
SHEET
EQUIP
EQUIPMENT
SPECS
SPECIFICATIONS
EWC
ELECTRICAL WATER COOLER
SS
STAINLESS STEEUSANITARY SEWER
EWH
ELECTRICAL WATER HEATER
SSK
SERVICE SINK
EXIST
EXISTING
TD
TRENCH DRAIN
FCO
FLOOR CLEANOUT
TDH
TOTAL DYNAMIC HEAD
FD
FLOOR DRAIN
TEMP
TEMPERATURE
FF
FINISHED FLOOR
TOP
TOP OF PIPE
FIN
FINISH
TYP
TYPICAL
FLR
FLOOR, FLOORING
FM
FACTORY MUTUAUFORCE MAIN
UG
UNDERGROUND
FO
FUEL OIL
UL
UNDERWRITERS LABORATORIES
FOR
FUEL OIL RETURN
URN
UNLESS OTHERWISE NOTED
FOS
FUEL OIL SUPPLY
URINAL
FS
FLOOR SINK
FT
FEET /FOOT
V
VENT
FU
FIXTURE UNIT
VAC
VACUUM
FLIT
FUTURE
VB
VACUUM BREAKER
VIV
VALVE IN VERTICAL
G
GAS
VTR
VENT THRU ROOF
GA
GAGE
VS
VENT STACK
GAL
GALLON
GALV
GALVANIZED
W/
WITH
GC
GENERAL CONTRACTOR
WC
WATER CLOSET
GPD
GALLONS PER DAY
WCO
WALL CLEANOUT
GPH
GALLONS PER HOUR
W/O
WITHOUT
GPM
GALLONS PER MINUTE
GV
GATE VALVE
GW
GREASY WASTE
H &CW
HOT AND COLD WATER
HB
HOSE BIBB
HD
HEAD
HD
HUB DRAIN
HP
HORSE POWER
HR
HOUR
HW
HOT WATER
WATER HAMMER ARRESTOR SELECTOR CHART
MARK
ABSORBOTRON TYPE NO.
75001
75002
75003
75004
75005
75006
75001 -S
75002 -S
75003 -S
75004 -S
75005 -S
75006 -S
P.D.I. SYMBOLS *
A
B
C
D
E
F
FIXTURE -UNITS RATING
1 -11
12 -32
33 -60
61 -113
114 -154
155 -330
* CLASSIFICATION ESTABLISHED BY THE PLUMBING AND DRAINAGE INSTITUTE "STANDARD P.D.I.- WH2O1"
PLUMBING DRAIN SCHEDULE
MARK
DESCRIPTION
WASTE
CW
HW
REMARKS
FDA
FLOOR DRAIN W/
3°
-
-
FLOOR DRAIN: JR SMITH ( *) NO.
--
TRAP PRIMER
- --
DOMESTIC HOT WATER RETURN PIPE
CD
2005 -NB, 6" ADJUSTABLE SQUARE
PT
PRESSURE TEMP RELIEF PIPE
PD
PAN DRAIN PIPE
TOP NICKEL BRONZE FINISH WITH
--{I�-
VALVE IN VERTICAL
WCO I WCO O"I I
1/2" TRAP PRIMER CONNECTION.
PLUMBING LEGEND
SYMBOL
DESCRIPTION
WASTE
SANITARY PIPE
RWL
RAIN WATER LEADER
SD
STORM DRAIN
--- - - - - --
VENT PIPE
-
DOMESTIC COLD WATER PIPE
--
DOMESTIC HOT WATER PIPE
- --
DOMESTIC HOT WATER RETURN PIPE
CD
CONDENSATE DRAIN PIPE
PT
PRESSURE TEMP RELIEF PIPE
PD
PAN DRAIN PIPE
DIRECTION OF FLOW
--{I�-
VALVE IN VERTICAL
WCO I WCO O"I I
WALL CLEAN -OUT
F C 0 -®
FLOOR CLEAN -OUT
GATE VALVE
- �(�} --
BALL VALVE
CHECK VALVE
-C+
HOSE BIBB
E}-C-
WATER HAMMER ARRESTOR
1 I L VTR
VENT THRU ROOF
itJ Q)
FLOOR DRAIN, AREA DRAIN OR ROOF
DRAIN WITH FULL GRATE
oP
or, �' J
FLOOR DRAIN WITH TRAP RESEAL
1 1/4"
PRESSURE AND TEMPERATURE RELIEF VALVE
1/2"
CONNECT NEW TO EXISTING SYSTEMS
DEMOLITION TERMINATION POINT
E
TEMPORARY OR PERMANENT CAP
EXISTING LINE TO BE REMOVED
APPLICABLE CODES / STANDARDS
THE SCOPE OF THE WORK SHALL INCLUDE THE FURNISHING AND INSTALLATION OF
THE NECESSARY MATERIAL AND LABOR TO ACCOMPLISH THE WORK INDICATED BY
THE DRAWINGS AND HEREIN SPECIFIED. ALL WORK BY CONTRACTOR SHALL
CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND
STANDARDS INCLUDING BUT NOT LIMITED TO:
1. STATE OF FLORIDA
2. LIFE SAFETY CODE - NFPA 101 (2006)
3. UNDERWRITERS LABORATORIES, INC. PUBLICATIONS (UL)
4. NATIONAL FIRE PROTECTION ASSOCIATION. (NFPA)
5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
6. NATIONAL ELECTRICAL CODE - NFPA 70 (2008)
7. INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)
8. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)
9. INTERNATIONAL POWER CABLE ENGINEER'S ASSOCIATION (IPCEA)
10. NATIONAL ELECTRICAL SAFETY CODE
11. REQUIREMENTS OF LOCAL UTILITY COMPANY
12. NATIONAL FIRE PROTECTION ASSOCIATION 72 (2002)
13. NATIONAL FIRE PROTECTION ASSOCIATION 99 (2005)
14. THE STATE FIRE PREVENTION CODE, 4A60 (2001)
15. BUILDING CODE: FLORIDA BUILDING CODE (2007)
WITH 2008 AND 2009 REVISIONS
16. AIA GUIDELINES (2006)
17. NFPA 110 (2005)
INFECTION CONTROL NOTE
CONTRACTOR SHALL OBTAIN A COPY OF THE INFECTION CONTROL RISK ASSESMENT
FOR THIS PROJECT. ALL WORK SHALL BE IN COMPLIANCE WITH THE REPORT. ALL WORK
OUTSIDE THE SCOPE OF WORK AREA REQUIRED FOR THIS PROJECT, SHALL BE
COORDINATED WITH OWNER AND BE IN COMPLIANCE WITH THE ICRA REPORT AND BE
SUPERVISED BY THE OWNER'S REPRESENTATIVE.
IIII
THE DRAWINGS DO NOT INDICATE EXISTING INSTALLATIONS OTHER THAN TO IDENTIFY
MODIFICATIONS OR EXTENSIONS THERETO. VISIT THE SITE AND ASCERTAIN THE
EXISTING CONDITIONS. REVIEW CONSTRUCTION DETAILS OF THE EXISTING PORTION OF
THE BUILDING DURING THE SITE INSPECTION. INCLUDE ALL WORK REQUIRED TO
REMOVE OR MODIFY PORTIONS OF THE EXISTING INSTALLATION IN ORDER TO
ACCOMMODATE THE NEW WORK . FAILURE TO COMPLY WITH THIS WILL NOT BE
CONSIDERED GROUNDS FOR ADDITIONAL PAYMENT IN CONNECTION WITH REMOVING OR
MODIFYING ANY PART OF THE EXISTING INSTALLATION OR INSTALLING ANY NEW OR
TEMPORARY WORK.
PLUMBING GENERAL NOTES
1. SITE INVESTIGATION:
EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: THE BIDDER IS REQUIRED,
BEFORE SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE PROPOSED WORK AND
FAMILIARIZE HIMSELF WITH THE NATURE, EXTENT OF THE WORK AND ANY LOCAL CONDITIONS
THAT MAY IN ANY MANNER AFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIALS AND
LABOR REQUIRED THEREFORE. SINCE THE WORK INVOLVES EXISTING BUILDING, SYSTEMS
AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF WORKING
CONDITIONS, EXISTING FACILITIES AND ALL BUILDING STRUCTURES. HE IS TO FAMILIARIZE
HIMSELF WITH ALL EXISTING CONDITIONS SLIGHT VARIATION OF ROUTING AND /OR
CONSTRUCTIONS SHOULD BE ANTICIPATED BY THIS CONTRACTOR TO AVOID CONFLICTS WITH
OTHER TRADES. THESE ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER
REQUIRED AT NO ADDITIONAL COST TO OWNER.
2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL PROBLEMS FOR THE
DESIGN ENGINEER AS WELL AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN
MADE BY THE ENGINEER TO SHOW AND VERIFY, WHERE POSSIBLE, THE LOCATION OF THE
EXISTING PLUMBING SYSTEMS. THE MAJOR PORTION OF THE PLUMBING SYSTEMS ARE AS
SHOWN ON THE DRAWINGS.HOWEVER, MINOR DEVIATIONS MAY BECOME EVIDENT AS THE JOB
PROGRESSES. NO ADVANTAGE IS TO BE TAKEN BY THE PLUMBING CONTRACTOR BECAUSE
THESE MINOR DIFFERENCES. PLUMBING CONTRACTOR SHALL PERFORM FIELD VERIFICATION
BEFORE BIDDING THIS PROJECT.
3. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR
THE COMPLETE INSTALLATION OF THE FIRE PROTECTION SYSTEM, ALL IN ACCORDANCE WITH
THESE CONSTRUCTION DOCUMENTS. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL
COMPLY WITH LATEST EDITION OF THE FLORIDA BUILDING CODE (2010). OSHA, NFPA
13,14,20,24,30,72 AND 101.
4. THE CONTRACTOR SHALL PAY ALL INSPECTION FEES, ALL COSTS OF PERMITS AND ALL OTHER
COST INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK UPON FINAL
ACCEPTANCE, A CERTIFICATE FROM THE LOCAL INSPECTION AUTHORITY SHALL BE
FURNISHED TO THE OWNER.
5. ALL PIPING SHALL BE INSTALLED RECESSED IN WALLS, CHASES OR PARTITIONS.
6. EXISTING PIPES SERVING AREAS NOT COVER BY THIS CONTRACT BUT IN SERVICE AT THIS
TIME SHALL NOT BE INTERRUPTED UNLESS IS A TEMPORARY INTERRUPTION COORDINATED
WITH THE OWNER.
7. ALL PLUMBING SHALL BE IN ACCORDANCE WITH THE STATE AND LOCAL CODES AND
ORDINANCES.
8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND CONNECTION CHARGES
REQUIRED.
9. PLUMBING CONTRACTORS SHALL FURNISH AND INSTALL A/C CONDENSATE DRAIN AND TRAP.
SEE A/C PLANS FOR LOCATION OF UNITS AND DRAINS.
10. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE
PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT.
11. COORDINATE NEW WORK WITH ALL TRADES.
12. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT, MATERIALS AND
LAYOUTS PRIOR TO INSTALLATION.
13. FURNISH AND INSTALL CONNECTIONS TO EQUIPMENT PROVIDED BY THE OWNER UNDER THIS
CONTRACT, COORDINATE INSTALLATION WITH MANUFACTURER'S RECOMMENDATION.
14. PLUMBING CONTRACTOR SHALL GURANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND
WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCES.
15. EACH BATHROOM GROUP SHALL BE PROVIDED WITH WATER HAMMER ARRESTOR.
16. PROVIDE SHUTOFF VALVE FOR EACH GROUP OF FIXTURES.
17. WHEREVER DISSIMILAR METALS ARE TO BE JOINED. A DIELECTRIC FITTING SHALL BE PROVIDE
TO CONNECT BOTH TYPES OF PIPES.
18. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL ROUGH INS WITH EQUIPMENT
AND FIXTURES MANUFACTURER BEFORE MAKING ANY INSTALLATION.
19. INSTALL ALL SANITARY PIPE 3" AND LARGER AT 1/8" FT SLOPE. INSTALL PIPE SMALLER THAN 3"
AT 1/4" FT SLOPE.
20. ALL EXPOSED TRIM SHALL BE CHROME PLATED FINISH FOR ALL WATER SUPPLY AND WASTE
ASSEMBLIES.
21. CONTRACTOR SHALL PROTECT AND FIRE SEAL ALL OPENINGS AND PIPE PENETRATIONS
THROUGH FIRE RATED WALLS AND CEILINGS WITH ADEQUATE FIRESTOPPING MATERIALS TO
MAINTAIN THE INDICATED FIRE RATINGS OF THE ASSEMBLIES BEING PENETRATED.
22. PROVIDE CEILING / WALL ACCESS PANELS WHERE INDICATED IN THE DRAWINGS AND WHERE
REQUIRED TO ACCESS PLUMBING EQUIPMENT. PANELS SHALL BE RECESSED TYPE, FIRE
RATED IF IN FIRE RATED WALLS OR CEILINGS, LOCATIONS OF PANELS SHALL BE
COORDINATED WITH ALL THE OTHER TRADES.
23. COORDINATE LOCATION OF CLEAN OUTS WITH THE ARCHITECT AND WITH THE
ARCHITECTURAL ELEVATIONS.
GENERAL NOTE
AS PART OF THIS CONTRACT, THE SUB - CONTRACTOR AND THE CONTRACTOR ARE RESPONSIBLE FOR
COORDINATION AND VERIFICATION THAT ALL EQUIPMENT, SHOWN IN THE ARCHITECTURAL DRAWINGS
PARTICULARLY, BUT NOT LIMITED TO THE ARCHITECTURAL EQUIPMENT PLAN, INCLUDE ALL
SERVICE/UTILITY REQUIRED TO OPERATE THE EQUIPMENT SHOWN. ANY DISCREPANCIES ARE TO BE
POINTED OUT DURING THE BIDDING PROCESS.
DISCREPANCIES NOT POINTED OUT DURING THE BIDDING PROCESS WILL BE RESOLVED BY THE
CONTRACTOR AS PER THE ARCHITECT DETAILS AT NO ADDITIONAL COST TO THE OWNER.
COORDINATION DRAWINGS
1. THE CONTRACTOR SHALL SUBMIT COORDINATION DRAWINGS TO ARCH./ENG AND OWNER'S
PROJECT MANAGER FOR APPROVAL PRIOR TO ANY FABRICATION AND INSTALLATION.
2. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL NEW PIPING, DUCTWORK,
CONDUITS, ECT. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL
SYSTEMS OF THE BUILDING. VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOBSITE
PRIOR TO FABRICATION AND INSTALLATION OF EQUIPMENT AND MATERIALS. ANY CONFLICTS
SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT /ENGINEER PRIOR TO BEGINNING OF
CONSTRUCTION.
COORDINATION NOTE
AS PART OF THIS CONTRACT, THE SUB - CONTRACTOR AND THE CONTRACTOR ARE RESPONSIBLE FOR
COORDINATION AND VERIFICATION THAT ALL EQUIPMENT, SHOWN IN THE ARCHITECTURAL DRAWINGS
PARTICULARLY, BUT NOT LIMITED TO THE ARCHITECTURAL EQUIPMENT PLAN, INCLUDE ALL
SERVICE /UTILITY REQUIRED TO OPERATE THE EQUIPMENT SHOWN. ANY DISCREPANCIES ARE TO BE
POINTED OUT DURING THE BIDDING PROCESS.
DISCREPANCIES NOT POINTED OUT DURING THE BIDDING PROCESS WILL BE RESOLVED BY THE
CONTRACTOR AS PER THE ARCHITECT DETAILS AT NO ADDITIONAL COST TO THE OWNER.
=f -1
PLUMBING FIXTURE CONNECTION SCHEDULE
MARK
DESCRIPTION
WASTE
CW
HW
REMAF�Kc, n
KOHLER MODEL NO. K-4330 KINGSTON: ELONGATED --
WC-1
WATER CLOSET -ADA
4"
1"
-
WATER SAVER 1.28 GALLONS PER FLUSH :17" HIGH:
(WALL HUNG)
VITREOUS CHINA, WHITE: ry
FLUSH VALVE: SLOAN ROYAL ( *) NO 111 -1.23
TOILET SEAT CHURCH( *) MODEL NO. 9500C OPEN FRONT
SEAT LESS COVER.
FIXTURE CARRIER: BY JOSAM
L-1
LAVATORY -ADA
1 1/4"
1/2"
1/2"
KOHLER ( *) MODEL NO. K -2005 "KINGSTON" (21- 1/4X18- 1/8 "):
(WALL HUNG)
WHITE VITREOUS CHINA: TOP OF FRONT RIM MOUNTED
AT 34" A.F.F. MAXIMUM; APRON @ 29" AFF.
FAUCET: CHICAGO ( *) MODEL NO. 895- 317FCCP
GOOSENECK SPOUT WITH LAMINAR FLOW CONTROL 0.5
GPM (50- 046KJKNF) CAST BRASS, CHROME PLATED,
ADA COMPLAINT.
DRAIN: MCGUIRE NO. 8872 1 -1/4" TAILPIECE AND NO.
155A PERFORATED GRID CHROME FINISH.
LAVATORY SUPPLY: MCGUIRE ( *) MODEL NO. H170LK, 3/8"
ANGLE VALVE WITH LOOSE KEY HANDLE, CHROME
FINISH.
PROVIDE WATTS USG -B (ASSE 1070) MIXING VALVE SET
AT 110 DEG
PIPE GUARD (SHROUD): TRUEBO LAV SHIELD
PROTECTIVE LAVATORY SHIELD( *) NO. #2018 -KO -K
FIXTURE CARRIER: BY JOSAM # 17100 OR ACCEPTED
EQUIV.
SK -1
SINGLE COMP. SINK -ADA
1 1/2"
1/2"
1/2"
ELKAY LUSTERTONE, ADA COMPLIANT MODEL NO.
(COUNTERTOP)
LRAD1918, 6 -1/2 DEPTH, 3 HOLE 4" CENTERS
FAUCET: CHICAGO ( *) MODEL NO. 786- GN8AFCCP
GOOSENECK SPOUT WITH LAMINAR FLOW CONTROL 1.5
GPM CAST BRASS, CHROME PLATED, ADA COMPLAINT.
EYEWASH: CHICAGO 8010 -NF DECK MOUNTED EYEWASH
DRAIN: ELKAY ( *) MODEL NO. LK35B, CHROME FINISH
3 -1/2" INLET - 1 -1/2" OUTLET WITH CHICAGO ( *) MODEL NO.
8912,1-1/2" TAILPIECE.
PIPE GUARD: TRUEBO LAV GUARD ( *) NO. 102 E -Z
SINK SUPPLY: MCGUIRE ( *) MODEL NO. H171LK, 1/2"
ANGLE VALVE WITH LOOSE KEY HANDLE, CHROME
FINISH.
PLUMBING DEMOLITION NOTES:
1. SITE INVESTIGATION:
EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK; THE BIDDER IS REQUIRED, BEFORE SUBMITTING HIS
PROPOSAL, TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE HIMSELF WITH THE NATURE, EXTENT OF THE
WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER AFFECT THE WORK TO BE DONE AND EQUIPMENT,
MATERIALS AND LABOR REQUIRED THEREFORE. SINCE THE WORK INVOLVES EXISTING BUILDINGS, SYSTEMS AND
FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF WORKING CONDITIONS, EXISTING FACILITIES
AND ALL BUILDING STRUCTURES. HE IS TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS, LIGHT VARIATION OF
ROUTING AND OR CONSTRUCTION SHOULD BE ANTICIPATED BY THIS CONTRACTOR TO AVOID CONFLICTS WITH OTHER
TRADES. THESE ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED AT NO ADDITIONAL COST TO
THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATIONS AND
RESPONSIBILITIES ASSUMED UNDER THIS CONTRACT.
2. THE NATURE OF THE REMODEL TYPE CONSTRUCTION POSES SPECIAL PROBLEMS FOR THE DESIGNER ENGINEERS AS WELL
AS THE PLUMBING CONTRACTOR. EVERY EFFORT HAS BEEN MADE BY THE ENGINEERS TO SHOW AND VERIFY, WHERE
POSSIBLE, THE LOCATION OF THE EXISTING PLUMBING SYSTEMS. THE MAJOR PORTION OF THE PLUMBING SYSTEMS ARE
AS SHOWN ON THE DRAWINGS: HOWEVER MINOR DEVIATIONS MAY BECOME EVIDENT AS THE JOB PROGRESSES. NO
ADVANTAGE IS TO BE TAKEN BY THE PLUMBING CONTRACTOR BECAUSE THESE MINOR DIFFERENCES. THE CONTRACTOR
SHALL VISIT THE PREMESIS AND COMPARE SAME WITH THE DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF
THE CONDITIONS EXISTING AT THE BUILDING BEFORE DELIVERY OF HIS PROPOSAL. NO ADDITIONAL ALLOWANCE WILL BE
MADE TO THE CONTRACTOR DUE TO HIS NEGLECT OR FAILURE TO COMPLY WITH THE SPECIFIED REQUIREMENTS.
3. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING HIS DEMOLITION WORK WITH OTHER TRADES, AND TO PROTECT
FROM DAMAGE EXISTING PIPES USED FOR FUTURE CONNECTIONS.
4. CONTRACTOR SHALL VERIFY SLOPE AND DEPTHS AND EXACT LOCATIONS OF CONNECTION POINTS TO EXISTING PRESSURE
OR DRAINAGE LINES BEFORE COMMENCING WORK AND MAKE MODIFICATIONS AS REQUIRED WITHOUT ADDITIONAL COST
TO THE OWNER. ANY DISCREPANCIES SHALL BE BROUGHT UP TO THE ENGINEER FOR REVEIW.
5. EXISTING PIPES SERVING AREAS REMAINING IN SERVICE AT THIS TIME SHALL NOT BE INTERRUPTED UNLESS A TEMPORARY
INTERRUPTION IS COORDINATED WITH THE OWNER.
6. ALL SERVICE INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED REPRESENTATIVE OF THE OWNER. ALL
REMOVAL AND DISPOSAL WORK SHALL BE COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE OWNER.
7. ALL EXISTING PIPING INCLUDED IN THE SCOPE OF WORK SHALL BE SNAKED OUT TO THE BASE OF THE STACK AND 5'
BEYOND AND TESTED BY THE CONTRACTOR.
8. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT PROPERTY IN AREAS WHERE WORK IS BEING
CONDUCTED. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED TO BUILDING COMPONENTS DUE TO
WORK OPERATIONS. PATCH AND REPAIR EXISTING SURFACES DAMAGED AS REQUIRED TO MATCH ADJACENT SURFACES.
9. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL EXISTING CONSTRUCTION, INCLUDING EXISTING TO REMAIN AND
TO BE REMOVED. ITEMS AND DEBRIS TO BE REMOVED WILL BE PROPERLY DISPOSED OF BY THE CONTRACTOR, WITHIN
HIS CONTRACT, AT NO COST TO THE OWNER.
10. ANY UTILITY LINES TO REMAIN AND THAT ARE BROKEN OR DAMAGED DURING DEMOLITION OPERATIONS SHALL BE
REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL CHARGE TO THE CONTRACT PRICE, OR SHALL BE REPAIRED BY THE
OWNER AT THE CONTRACTOR'S EXPENSE.
12. LOCATIONS WHERE SAW CUTTING OPERATIONS OF THE FLOOR SLAB ARE REQUIRED SHALL BE PATCHED BACK TO MATCH
EXISTING FLOOR CONSTRUCTION ONCE THE NEW UNDERGROUND PIPING INSTALLATION IS COMPLETE.
13. EXISTING PIPES SERVING AREAS REMAINING IN SERVICE AT THIS TIME SHALL NOT BE INTERRUPTED UNLESS A
TEMPORARY INTERRUPTION IS COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE OWNER.
14. REMOVE OR RELOCATE EXISTING PIPING IN CONFLICT WITH NEW CONSTRUCTION, INCLUDING DRAINAGE, WATER AND
SATISFY CODE REQUIREMENTS FOR PROHIBITED DEAD ENDS.
15. CAP EXISTING HOT COLD WATER, WASTE, VENT AND SOIL PIPING AT POINT THAT DOES NOT INTERFERE WITH NEW
CONSTRUCTION, I.E. BELOW FINISHED FLOOR, BEHIND FINISHED WALLS OR ABOVE HUNG CEILINGS.
16. THE WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUT- TINGS, EXTENSIONS, CONNECTIONS, REPAIRING,
ADAPTING AND OTHER WORK INCINDENTAL THERETO, TOGETHER WITH SUCH TEMPORARY CONNECTIONS AS MAY BE
REQUIRED.
17. EXISTING FIXTURES, MATERIALS AND EQUIPMENT TO BE REMOVED SHALL BE SALVAGED OR DISPOSED OF AS DIRECTED
BY THE OWNER.
18. ANY FORESEEABLE COST OF PIPING NOT INDICATED WHERE FIXTURES AND EQUIPMENT ARE SHOWN BUT CONSIDERED
NECESSARY FOR THE COMPLETION OF WORK IN A PROPER MANNER SHOULD BE BROUGHT UP TO THE ATTENTION OF THE
ENGINEER PRIOR TO BIDDING AND SHALL BE PROVIDED BY THIS CONTRACTOR AT NO ADDITIONAL CHARGE. CONTRACTOR
SHALL INCLUDE THE COST OF MINOR OFFSETS AND DEVIATIONS NOT INDICATED ON PLANS.
19. CONTRACTOR SHALL DO HIS OWN CUTTING AND REMOVAL OF ALL HIS RELATED WORK IN ALL LOCATIONS WHERE
REQUIRED, EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS AND /OR AS SPECIFIED.
20. CONTRACTOR TO REMOVE ALL EXISTING FIXTURE, TRIM AND REPLACE WITH NEW FIXTURES AND TRIM AS SPECIFIED
CONNECT NEW FIXTURE TO EXISTING SOIL, WASTE VENT WATER PIPING.
21. REMOVE EXISTING FIXTURES AND TRIM, PIPING INCLUDING CARRIERS, AND CAP /PLUG PIPING AT CEILING, BELOW FLOOR,
OR BEHIND FINISHED SURFACE.
ARCHITECT:
BERMELLO AJAMIL & PARTNERS, INC.
Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
LOUIS J. AGUIRRE & ASSOCIATES, P.A.
Consulting Engineers
9150 South Dadeland Blvd. • Suite 900
Miami - Florida 33156 • EB0000924
Telephone 305.670.0141
Facsimile 305.670.0144
www.1laa ap com
Project No.: 22007
PERMIT SET
4/13/2012
REVISIONS:
PROJECT NAME:
SMH- HYPERBARIC CHAMBER
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
South Miami, Florida 33143
KEY PLAN
COMM. NO. 40068
SCALE: AS SHOWN
DATE: 04/13/2011
DRAWN: AP
CHECKED:
CADD FILE: V/22007 -MEP
DRAWING TITLE:
SYMBOLS, LEGEND
AND GENERAL
NOTES PLUMBING
SHEET NO.
101VI