13-441-072i
PLUMBING GENERAL NOTES
1. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH THE FLORIDA
BUILDING CODE= 2010 AND ALL APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES,
2. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY
FOR THE COMPLETE INSTALLATION OF THE PLUMBING SYSTEMS, ALL IN ACCORDANCE
WITH THESE CONSTRUCTION DOCUMENTS.
3. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE OF THE WORK AND BECOMING
FAMILIAR WITH THE CONDITIONS OF THE WORK PRIOR TO SUBMITTING A BID. THE
CONTRACTOR IS REQUIRED TO BECOME FAMILIAR WITH ALL THE CONTRACT DOCUMENTS
PERTAINING TO THE PROPOSED WORK. THE SUBMISSION OF A BID SHALL BE SUFFICIENT
TO ESTABLISH THAT THE CONTRACTOR HAS INVESTIGATED THE SITE OF THE WORK AND IS
SATISFIED AS TO ALL REASONABLE CONDITIONS TO BE ENCOUNTERED, THE WORK TO BE
PERFORMED AND THE MATERIALS TO BE PROVIDED IN THE COMPLETION OF THE PROJECT.
4. FAILURE OF BIDDERS TO MAKE REQUIRED VISITATIONS AND /OR INVESTIGATIONS TO
INFORM THEMSELVES FULLY OF EXISTING CONDITIONS, AND TO INCLUDE IN THEIR
PROPOSALS A SUM SUFFICIENT TO COVER ALL POSSIBLE FIELD CONDITIONS, WILL NOT IN
ANY WAY ENTITLE THEM TO ANY EXTRA CHARGES OVER AND ABOVE THEIR ORIGINAL
PROPOSALS.
5, IT IS THE INTENT OF THE PLANS AND GENERAL NOTES TO PROVIDE A COMPLETE AND
OPERATING INSTALLATION INCLUDING ALL NECESSARY ITEMS REQUIRED, EVEN THOUGH
ITEMS ARE NOT INDICATED ON THE DRAWINGS OR IN THE NOTES. ALL WORK CONSIDERED
NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER NOT SHOWN ON
THE PLANS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN
WRITING PRIOR TO BIDS OTHERWISE WORK SHALL NOT BE ADDITIONALLY CHARGED
AFTER BID IS AWARDED.
6. UPON COMPLETION, CONTRACTOR SHALL CLEAN ALL DUST AND DEBRIS IN AREAS WHERE
WORK WAS CONDUCTED.
7. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES AT JOB SITE PRIOR TO
FABRICATION AND INSTALLATION OF EQUIPMENT.
8, THE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING OF
ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION OF THE
SYSTEMS SHOWN ON DRAWINGS.
9. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY BEND,
OFFSET, ELBOW OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION IN
THE SPACE ALLOCATED.
10. DRAWINGS ARE NOT TO BE SCALED. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE
ARCHITECTURAL AND /OR SITE CONDITIONS SHALL GOVERN EXACT LOCATION OF PIPING
AND EQUIPMENT TO BE INSTALLED.
11. ALL MATERIALS AND EQUIPMENTS SHALL BE NEW AND OF GOOD QUALITY OF RESPECTIVE
KIND AND GRADE AND MUST BE FURNISHED SO AS TO PREVENT ANY DELAY IN THE
PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A
WORKMANLIKE MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN.
12, FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, SEE ARCHITECTURAL DRAWINGS. DO
NOT ROUGH -IN ANY PLUMBING FIXTURE AND /OR EQUIPMENT WITHOUT AN APPROVED
COPY OF THE CORRESPONDING SHOP DRAWINGS.
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. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL ROUGH INS WITH EQUIPMENT
AND FIXT URES MANUFACTURER BEFORE MAKING ANY INSTALLATION.
16. ALL EXPOSED TRIM SHALL BE CHROME PLATED FINISH FOR ALL WATER SUPPLY AND
WASTE ASSEMBLIES.
17. CONTRACTOR SHALL PROTECT AND FIRE SEAL ALL OPENINGS AND PIPE PENETRATIONS
THROUGH FIRE RATED WALLS AND CEILINGS WITH ADEQUATE FIR S
Q E E TOPPING MATERIALS
TO MAINTAIN THE INDICATED FIRE RATINGS OF THE ASSEMBLIES BEING PENETRATED.
18. 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.
PLUMBING DEMOLITION NOTES
1. SITE INVESTIGATION
THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE LOCATION
OF ALL EXISTING UTILITIES STUB -OUTS, PIPING, EQUIPMENT, ETC., AND /OR ANY CONDITION
THAT MAY AFFECT HIS WORK. ALL THE NECESSARY RE- ROUTING, RELOCATING AND /OR
REMOVAL OF EXISTING PIPING, EQUIPMENT, ETC., SHALL BE INCLUDED IN THE SCOPE OF
WORK. 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 PLUMBING
CONTRACTOR SHALL PERFORM A FIELD VERIFICATION BEFORE BIDDING THIS PROJECT.
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. EXISTING PIPES SERVING AREAS REMAINING IN SERVICE AT THIS TIME SHALL NOT BE
INTERRUPTED UNLESS A TEMPORARY INTERRUPTION IS COORDINATED WITH THE OWNER.
5. 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.
6. 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.
7. 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.
8. 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.
9, ANY DISCREPANCIES BETWEEN THE WORK DEPICTED ON THESE DOCUMENTS AND THE
ACTUAL CONDITIONS ENCOUNTERED SHALL BE BROUGHT PROMPTLY TO THE ENGINEER
FOR REVIEW AND CLARIFICATION.
10. ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION
NOTE:
THIS PROJECT WILL NOT INCLUDE OR REQUIRE ANY WET FILM PROCESSING ALL IMAGING WILL BE
DIGITAL.
PLUMBING SYMBOL LEGEND
SYMBOL
DESCRIPTION
UP TO 2 1/2"
EXISTING LINE TO BE REMOVED
C
TEMPORARY OR PERMANENT CAP
8" AND ABOVE
SANITARY PIPE
-------------
VENT PIPE
RWL
RAIN WATER LEADER
CD
CONDENSATE DRAIN PIPE
PT
PRESSURE TEMP RELIEF PIPE
- -
DOMESTIC COLD WATER PIPE
- -- - ---
DOMESTIC HOT WATER PIPE
- --
DOMESTIC HOT WATER RETURN PIPE
PD
PAN DRAIN PIPE
DIRECTION OF FLOW
CO
CLEANOUT
WCO
WALL CLEANOUT
& &_������������
FLOOR CLEANOUT
F G
FLOOR DRAIN, AREA DRAIN OR ROOF
DRAIN WITH FULL GRATE
r
�~ (a)r
FLOOR DRAIN WITH TRAP RESEAL
JLVTR
VENT THRU ROOF
GATE VALVE
L -1
VALVE IN VERTICAL
------- {[�� --- - -
BALL VALVE
1/2"
KOHLE=R ( *) MODEL NO. K -2005 *'KINGSTON"
CHECK VALVE
- - ill
COUPLING OR UNION
___c+
HOSE BIBB
[]--c
WATER HAMMER ARRESTOR
POINT OF CONNECTION
BETWEEN EXIST AND NEW
DEMOLITION TERMINATION POINT
ABV.
ABOVE
AFF
ABOVE FINISHED FLOOR LEVEL
BLW.
BELOW
CEIL., CLG.
CEILING
DN
DOWN
EXIST.
EXISTING
FA
FROM ABOVE
FB
FROM BELOW
VTR
VENT THRU ROOF
WS
WASTE STACK
DRAINAGE SLOPE PER
FOOT SCHEDULE
DIAMETER OF PIPE
PITCH
UP TO 2 1/2"
MIN. 1/4" / FT
3" TO 6"
MIN. 1/8" / FT
8" AND ABOVE
MIN. 1/16" / FT
WATER HAMMER
ARRESTER SCHEDULE
MARK
*P.D I. SIZE
CONN. SIZE
A
A (1 - 11 F.U,)
112"
B
B (12 - 32 F.U.)
3/4"
C
C (33 - 60 F.U.)
1"
D
D (61 - 113 F.U.)
1"
E
E (114 - 154 F.U.)
1"
F
F (155 - 330 F.U.)
1"
* PLUMBING AND DRAINAGE INSTITUTE STANDARD WH -201
PLUMBING SPECIFICATIONS
HANGERS AND SUPPORTS
A. PROVIDE ADJUSTABLE HANGERS, INSERTS, BRACKETS, ROLLS, TRAPEZE, CLAMPS AND SUPPLEMENTARY STEEL AS
REQUIRED FOR PROPER SUPPORT Of7 PIPE LINES,
B. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES AND OF ADEQUATE SIZE TO PERMIT COVERING
TO RUN CONTINUOUSLY THROUGH HANGERS.
C. COORDINATE LOCATION OF HANGERS WITH OTHER TRADES.
D. HANGERS SHALL BE PLACED WITHIN 18 INCHES OF HUB OR JOINT FOR HORIZONTAL CAST IRON PIPE. HUBLESS JOINTS MUST
BE SUPPORTED AT EVERY OTHER JOINT EXCEPT THAT WHEN THE LENGTH BETWEEN SUPPORTS EXCEEDS FOUR FEET THEY
SHALL BE PROVIDED AT EACH JOINT.
E. HANGERS SHALL BE PLACED AT EACH CHANGE OF DIRECTION, WITHIN ONE FOOT OF VALVES AND OTHER APPURTENANCES
INSTALLED IN HORIZONTAL PIPING AND NOT MORE THAN THREE FEET FROM END OF EACH BRANCH RUNOUT.
F. HANGERS SHALL BE ADJUSTABLE CLEVIS TYPE WITH CONTINUOUS THREADED RODS.
SANITARY WASTE AND VENT PIPING
A. ALL HORIZONTAL BRANCHES, SEWER AND DRAIN LINES SHALL BE SLOPED A MINIMUM OF 1/8 INCH PER FOOT UNLESS
OTHERWISE INDICATED ON PLANS,
B. EVERY FIXTURE CONNECTED TO THE DRAINAGE SYSTEM SHALL BE EQUIPPED WITH A WATER SEAL TRAP.
C. VENT STACKS SHALL NOT PASS THROUGH ROOF AT VALLEYS, ROOF CRICKETS, IN FRONT OF WINDOWS OR WITHIN 6-0" OF
ROOF EDGE.
D. MATERIALS SHALL BE AS FOLLOWS:
1) DRAINAGE AND VENT PIPING (BELOW GRADE):
a. SHALL BE HUB AND SPIGOT SERVICE WEIGHT CAST IRON WITH GASKETED PUSH -ON JOINTS.
2) DRAINAGE AND VENT PIPING (ABOVE GRADE):
a. HUBLESS SERVICE WEIGHT CAST IRON WITH NEOPRENE GASKETS AND STAINLESS STEEL BAND JOINTS.
b. LESS THEN 2" - COPPER DRAINAGE TUBE, TYPE DWV ASTM B306 WITH WROUGHT COPPER FITTINGS AND 95 -5 SOLDERED
JOINTS,
DOMESTIC COLD AND HOT WATER PIPING
A. PROVIDE WATER HAMMER ARRESTERS SIZED AS INDICATED ON THE DRAWINGS.
B. PROVIDE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED.
C. ESCUTCHEONS SHALL BE CHROME PLATED BRASS WITH LOCKING SCREWS WHERE PIPES PASS THROUGH FINISHED WALLS.
D. EACH HOSE BIBB SHALL BE FURNISHED WITH A VACUUM BREAKER AND SHUT -OFF VALVE,
E. PROVIDE PIPING AS FOLLOWS:
1) WATER PIPING (BELOW GRADE): SHALL BE COPPER TYPE "K" ASTM B -88 WITH WROUGHT COPPER FITTINGS AND 95 -5
SOLDERED JOINTS. PAINT WITH BITUMASTIC WHEN INSTALLED IN GRADE.
2) WATER PIPING (ABOVE GRADE):
a. COPPER TYPE "L." ASTM B -88 WITH WROUGHT COPPER FITTINGS AND 95 -5 SOLDERED JOINTS, COPPER TYPE "K" ASTM
B -88 UNDER GROUND.
3) PRESSURE AND TEMPERATURE RELIEF LINES: SHALL BE TYPE "M" COPPER WITH WROUGHT COPPER FITTINGS AND 95 -5
SOLDERED JOINTS.
F. ALL EXPOSED PIPING WITHIN TOILET ROOMS SHALL BE CHROME PLATED.
VALVES
A. PROVIDE CONTROL VALVES WHERE NOTED ON PLANS, AND AS REQUIRED FOR COMPLETE REGULATION OR CON I-ROL OF ALL
SYSTEM MAINS, BRANCHES TO GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT.
B. PROVIDE ACCESS PANELS AS REQUIRED TO VALVES, OR GROUP OF VALVES, WHERE CONCEALED AND FOR PROPER
MAINTENANCE AND OPERATION OF SYSTEM.
C. GATE VALVES (WATER SERVICE):
1) 2 -1/2 INCHES AND SMALLER SHALL BE BRONZE BODY, SCREWED BONNET, NOWRISING STEM, SOLID WEDGE, CLASS 125,
200 PSI NON -SHOCK WATER; THREADED END WATTS WGV- SERIES, SOLDERED END WATTS WGVS - SERIES.
A. COMPLETE WATER PIPING SYSTEM SHALL BE PRESSURE TES TI=D BY CAPPING OR PLUGGING OPENINGS, FILLING SYSTEM
WITH WATER AND APPLYING HYDROSTATIC PRESSURE OF 200 PSI FOR PERIOD OF NOT LESS THAN 2 HOURS.
B. SOIL, WASTE AND VENT PIPING SHALL BE TESTED BY CAPPING OR PLUGGING THE ENDS OF THE SYSTEM AND ALL LINES
FILLED WITH WATER TO 10 FEET OF HEAD AND ALLOW TO STAND UNTIL INSPECTION IS MADE AND WATER LEVEL REMAINS
CONSTANT FOR A PERIOD OF NOT LESS THAN 2 HOURS.
INSULATION
A. INSULATION SHALL RUN CONTINUOUS THROUGH WALLS, FLOORS AND CEILINGS
B. WHERE INSULATION PASSES THROUGH HANGERS IT SHALL BE PROVIDED WITH A PROTECTION SHIELD, 180 DEGREE ARC
GALVANIZED SHEET METAL COVERING 12 INCHES LONG,
C. ALL A/C CONDENSATE DRAIN LINES ABOVE GRADE SHALL BE INSULATED WITH 112" ARMAFLEX PIPE INSULATION. SEAL ALL
SEAMS WITH INSULATION MANUFACTURER'S SOLVENT. NO TAPES ARE ALLOWED.
D. GLASS CLOTH JACKET: FACTORY SIZED WHITE, STANDARD WEIGHT, WITH 1 -1/2 INCH MINIMUM LONGITUDINAL PRESSURE
SEALING LAP, AND SEAL_ STRIPS FOR BUTT JOINTS.
E. VAPOR BARRIER JACKET: FLAME RESISTANT' GLASS FIBER ADHERED -FO OUTSIDE OF A 1 -MIL ALUMINUM FOII. SHEET WITH
LONGITUDINAL PRESSURE SEALING LAP AND SEAL STRIPS FOR BUTT JOINTS. END JOINT CEMENT PERM RAT ING NOT TO
EXCEED .05.
F. DOMESTIC HOT WATER SUPPLY AND RETURN PIPING UP TO 1 112" NOMINAL SIZE: 1/2 INCH THICK GLASS FIBER MOLDED
INSULATION WITH PRE -SIZED FACTORY APPLIED FIRE RATED JACKET OF GLASS CLOTH WITH LONGITUDINAL. L.AP AND BUTT
JOINT STRIPS WITH SELF - SEALING ADHESIVE'
G CONDENSATE DRAINING, DRINKING FOUNIAIN AND ELECTRIC WATER COOLER DRAINS: ELASTOMLRIC (FOAM PLASTIC)
THERMAL INSULATION 112 INCH THICK WITH BUILT -IN VAPOR BARRIER RATED SELF- EXTINGUISHING INSULATION SHALL
HAVE A MAXIMUM THERMAL CONDUCTIVITY OF 0.26K FACTOR AT 70 DEGREES F. MEAN TEMPERATURE, DENSITY OF 5 -6
POUNDS PER CUBIC FOOT AND A WATER VAPOR TRANSMISSION OF 0.1 PERMS.
BID NOTE
THE DRAWINGS DO NOT INDICATE EXISTING INSTALLATIONS OTHER -1 HAN 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 -f0 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.
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 DE FAILS AT NO ADDITIONAL COST TO THE OWNER
E r� V r v • r -.a. �
OCCUPANCY GENERAL NOTES ��'�� ���` `' "`3v a CA 92T
• fu U V J J
THE OCCUPANCY OF THIS PROJECT IS BUSINESS / DOCIORS" OfHCPS I HIS
P.A. J. , �'.aUiRR� t�� SSOCI�� $ PROJECT IS NOT REVIVABLE BY AHCA. LOUIS - -z P.A.
THIS PROJECT DOES NOT FALL UNDER ANY REGULATIONS PER TAINIfJG 10 Hi)SPI 1 AL ; • 4 ,C0N ULTxNG `ENGINEERS
AMBULATORY SURGERY OR NURSING HOME. L,,'a(� `;;�'41i� i}1QELlcf� EiY 'f3. SUITE 900
MIAMI, I- LORIDA 33156
• • • TFLf Pf-10IIE: (305) 670--0141
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PLUMBING FIXTURE CONNECTION SCHEDULE
MARK
DESCRIPTION
WASTE
CW
f_IW
REMARKS
WC -1
WATER CL -ADA
T "'
1"
KC)f ILER MODEL NO K -4405 HIGHL INE: ELONGATED
-OSFT
WATER SAVER 1.28 GALLONS PER FLUSH AT' HIGH
(FLOOR MOUNTED)
VITREOUS CHINA, WHITE: 10" ROUGH -IN.
FLUSH VALVE -: SLOAN ROYAL ( *) NO. 111 -1,28
TOILET SLAT CHURCH(') MODEL_ NO. 9500C OPEN
FRONT SEAT LESS COVER.
L -1
LAVATORY -ADA
1 114"
112"
1/2"
KOHLE=R ( *) MODEL NO. K -2005 *'KINGSTON"
(WALL HUNG)
WHITE VITREOUS CHINA: TOP OF FRONT RIM
MOUNTED AT 34" A.F.F. MAXIMUM
FAUCET: CHICAGO ( *) MODEL NO. 895- 317FCCP
GOOSENECK SPOUT WITH LAMINAR FLOW
CONTROL. 0.5 GPM (50- 046KJKNF) CAST BRASS,
CHROMF= PLATED, ADA COMPLAINT.
DRAIN: MCGUIRE NO. 8872 1 -114" TAILPIECE
AND NO. 155A PERFORATED GRID CHROME
FINISH
LAVATORY SUPPLY: MCGUIRE ( *) MODEL NO.
H1701-K, 3/8" ANGLE VALVE WITH LOOSE KEY
HANDLE, CHROME FINISH.
PROVIDE USG-B (ASSE 1070) MIXING
r_TWATTS
1
PII'CVGIAFZD (SHIC)UD�: TRUEBO LAV SI iIELD
PROTECTIVE LAVATORY SHIELD( *) NO.
#2018 -KO -K
FIXTURE CARRIER: BY JOSAM # 17100 OR
ACCEPTED EQUIV,
SK -1
SINGLE COMP. SINK -ADA
1 112"
112"
1/2"
ELKAY LUSTERTONE, ADA COMPLIANT MODEL
(COUNTERTOP)
NO. LRAD1919 WITH HEAVY DUTY SOUND GUARD
UNDERCOATING, 6 -1/2 DEPTH, 3 HOLE 4"
CENTERS
FAUCE -T: CHICAGO ( *) MODEL NO. 786- GN2LCCP
GOOSENECK SPOUT WITH LAMINAR FLOW
CONTROL 1.5 GPM CAST BRASS, CHROME
PLATED, ADA COMPLAINT.
DRAIIA1 ELKAY ( *) MODEL NO. LK356, CHROME
FINISH 3 -112" INLET - 1 -112" OUTLET WITH
CHICAGO (') MODEL NO, 8912,1-1/2" TAILPIECE..
SINK SUPPLY: MCGUIRE ( *) MODEL NO. H-171LK,
112" ANGLE VALVE WITH LOOSE KEY HANDLE,
CHROME FINISH
PIPI.: GUARD. TRUEBO LAV GUARD ( *) NO. 102 E -Z
SK -2
SINGLE COMP SINK-ADA
1/<
•„
1�1.
1 2"
1._:L.
EL.I<AY t.US1E_RTONE, ADA COMPLIANT MOL l._l..
MOD
(COUNTERTOP WITH EYEWASII)
NO LRAD1919 WITH HEAVY DUTY SOUND GUARD
UNDERCOATING, 6 -1/2 DEPTH, 3 HOLE 4"
CENTERS
FAUCET- CHICAGO ( *) MODEL NO 786- GN2FCCP
GOOSE:NLC:,K SPOUT WITH LAM114AR FLOW
CONTRO1 1.5 GPM CAST BRASS, CHROME
PLATED, ADA COMPI AINT.
E:YLWA'SH: CHICAGO NIODE1. 8U04 -RHfJF DECK
MOUNTED RICH HAND UNIT WITH PUSH PADDLE- -
HANDLE.
DRAIN: LLKAY ( *) MODEL NO. LK3513, CHROML
FINISH 3 -1/2" INLET- 1 -1/2" OUTLET WITH
CI fICAG0 ( *) MODEL NO. 8912,1-1/2" TAILPIE=CE
SINK SUPPLY: MCGUIRE ( *) MODEL NO. H171LK,
112" ANGLE- VALVE WITH LOOSE KEY HANDLE,
CHROME FINISH
PIPE:. GUARD, T RULBO LAV GUARI) (') NO. 102 E -Z
MS -1
MOP SINK
3"
112
112
STERN 1NIL1_IiAM MODEL No.SBC- 1700 -13P -6" FRONT
DROP, CORNLR TYPE WITH STAINLESS STEEL
CAP A14D STAfNL.ESS STEEL BACK PANELS.
FAUC;E -I: ti FERN WILLIAMS MODEL No. T- 10 -VB.
P -T HAP . 3" N -1 kHP
GRID DETAIN: 3 " S I AINI -EsS S1 EEL_ STRAINEk
PLATE.
MS -2
MOP SINK
3"
1/2
112
FIAT MODEL No. N1SB 3624 MOLDED STONE MOP
SERVICE SINK
FAUCET: STERN WILLIAMS MODEM No. 1 -10 -VH
P -T RAP 3" P -TRAP,
GklD DETAIN: 3" STAINLESS S1 ELL STRAINER
PLATE
EWC -1
ELECTRIC WATER COOLER - ADA
1 114"
1/2"
-
ELKAY MODEL- #ERPBM28K, NO LEAD
(BI LEVEL - RECESSED)
TWO - LEVEL. SWIRLFLO WALL MOUNT WATER
COOLER BARI:IER FREE ACCESS
FINISH SAT IN STAINLESS STEEL
CHILLER LOCATED BEHIND LOW FOUNTAIN
FD -1
FLOOR DRAIN W/ TRAP PRIMER
4"
FLOOR DRAIN: JR SMITH ( *) NO 2005 -NB, 6"
ADJUSTABLE SQUARE: TOP NICKE=L BRONZE
FINISI I WITH 112" TRAP PRIMF_R CONNECTION.
WATER HEATER SCHEDULE
WATER WATTAGE VOLTAGE
MARK CAPACITY HEATING TEMP MANUFACTURER
SOURCE COLD HOT (UPPER /LOWER) (V /PH /HZ) SETTING
EWH -1 40 GAL ELEC 3/4" 3/4" 3000/3000 208/3/60 140 DEG LOCHINVAR
(SIMULTANEOUS)
MODEL NO EFFICIENCY
(EF RATING)
LSX040HH -SIM 1 0.92
NOTE:
1. ELECTRIC WATER HEATER MEETS AHSRAE 90 1 MANDATORY REQUIREMENTS
2. ALL HAND WASHING SINKS AND LAVATORIES HAVE BEEN SPECIFIED WITS I A WATTS USG -B (ASSE 1070) MIXING VALVE SFT A1- 110 UE -G.
REMARKS
CEELING HUNG UNIT ON HC)LDRI
MODEL # 50SWf IP PLATFOM
Revisions:
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PERMIT SET
DRAWN: J.B.
CHECKED: E•A.5.
DATE: s74- 19 -2m13
SCALE: 45 SHOLUN
SEA�Ly
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LICEQr:: x 64757 .
Sheet No.
PO.00
JOB # 2O13ol
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