HomeMy WebLinkAboutNAPLETON KIA OF CARMEL-PLUMB-20190708DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
ROOF JACK, MATCH ROOF COLOR
ROOF TOP UNIT
REVOLUTIONS PER MINUTE
SUPPLY AIR FAN
RJ
RPM
RTU
SAF
STATIC PRESSURESP
TCC
TSP TOTAL STATIC PRESSURE
WALL CAPWC
WALK IN COOLERWIC
WALK IN FREEZERWIF
ET EXPANSION TANK
ELECTRIC WATER COOLEREWC
TMV THERMOSTATIC MIXING VALVE
AFF ABOVE FINISH FLOOR
URINAL
SK SINK
MOP SINK
WATER CLOSET
WATER HEATER
CO CLEAN OUT
PLUMBING CONTRACTOR
STORM DRAIN
VENT THROUGH ROOF
SANITARY SEWER
ST STORAGE TANK
SD
SAN
CW COLD WATER DOMESTIC
PC
PRV
PSI
PRESSURE RELEIF VALVE
POUNDS PER SQUARE INCH
MS
LAV LAVATORY
HWS
HWR HOT WATER RETURN DOMESTIC
HOT WATER SUPPLY DOMESTIC
GPM GALLONS PER MINUTE
WH
GC GENERAL CONTRACTOR
VTR
UR
WC
FOOTFT
INCHIN
LEAVING AIR TEMPERATURE
LINEAR SLOT DIFFUSER
MANUAL
LAT
IR
MAN
LS
1000 BTUH
MECHANICAL CONTRACTOR
MOTOR CONTROL CENTER
MBH
MC
MCC
MFR MANUFACTURER
PRESSURE DROP
POOL DEHUMIDIFICATION UNIT
PACKAGE TERMINAL AIR CONDITIONER
POUNDS PER SQUARE INCH
PRESSURE RELEIF VALVE
PD
PDU
PTAC
PSI
PRV
INFRA-RED
AIR HANDLING UNIT
ACCU
AHU
BOTTOM OF DUCT
BACKDRAFT DAMPER
BOD
BDD
COMBUSTION AIR
CUBIC FEET PER MINUTE
CA
CFM
AIR COOLED CONDENSING UNIT
ENTERING AIR WET BULB
ENTERING AIR DRY BULB
DIAMETER
EAWB
EADB
Ø
DRY BULBDB
ELECTRICAL CONTRACTOREC
ELECTRIC WALL HEATER
EXHAUST FANEF
EWH
HOOD
EXTERNAL STATIC PRESSURE
ELECTRIC REHEAT COIL
H
ESP
ERC
E EXHAUST GRILLE OR REGISTER
FURNACE
FCU
F
FIRE DAMPER OR FLOOR DRAIN
FIRE AND SMOKE DAMPER
FD
FD/SD
FEET PER MINUTEFPM
FAN COIL UNIT
ABBREVIATIONS
UNLESS OTHERWISE NOTEDUON
TEMPERATURE CONTROL CONTRACTOR
REDUCED PRESSURE ZONED BACKFLOWRPZB
FSK FOIL SCRIM VAPOR BARRIER
RETURN AIRRA
SUPPLY AIRSA
EXHAUST AIR OR EACHEA
OUTSIDE AIROA
VARIABLE AIR VOLUME BOXVAV
FAN POWERED VAV BOXFPVAV
DEGREES FARENHEITDEG F
CND
HW
HWR
SD
SAN
RD
PIPING LINETYPES
CONDENSATE DRAIN
HEATING WATER SUPPLY DOMESTIC
HEATING WATER RETURN DOMESTIC
STORM DRAIN
SANITARY SEWER
COLD WATER DOMESTIC
ROOF DRAIN
SYMBOLS
COMPRESSED AIR
CW
CA
GREASE/OIL/DIRT DRAIN LINE GL
GASGAS NATURAL OR PROPANE
ANCHOR / HANGER
BALL VALVE
BUTTERFLY VALVE
EXPANSION JOINT
GATE VALVE
GLOBE VALVE
GAS METER
PIPE GUIDE
"P" TRAP
TEST PLUG
PLUG VALVE
WATER METER
UNION
THERMOMETER
"Y" STRAINER
PRESSURE GAUGE
BALANCING VALVE
CHECK, SWING VALVE
FLEXIBLE PUMP CONNECTION
FLANGED CONNECTION
DROP
PITCH DOWN IN DIRECTION OF ARROW
RUN OUT OFF BOTTOM OF MAIN
RUN OUT OFF TOP OF MAIN
RISER
TEE OFF SIDE OF MAIN
PIPING SYMBOLS
M
GM
P
PENDANT STYLE FIRE SUPPRESSION HEAD
PLUMBING SPECIFICATIONS
GENERAL
1. BID INSTRUCTIONS: CONTRACTORS SHALL PROVIDE
BASE BID IN STRICT ACCORDANCE WITH DESIGN
BASIS EQUIPMENT AND MATERIALS. PROJECT DOES
ENCOURAGE COMPETITIVE PRICING AND ALLOWS
FOR SUBSTITUTIONS OF EQUIPMENT AND
MATERIALS AS ALTERNATE DEDUCTS TO BASIS OF
DESIGN BIDS. LIST ALL SUBSTITUTIONS ALONG WITH
DEDUCTS OFFERED ON BID. ENGINEER RESERVES
THE RIGHT TO REJECT SUBSTITUTIONS FOUND NOT
TO BE EQUAL TO ITEMS LISTED IN DESIGN BASIS.
2. PRIOR TO PROCUREMENT CONTRACTOR SHALL
SUBMIT TO ARCHITECT FULL SUBMITTALS FOR ALL
ENERGY CONSUMING OR PRODUCING ITEMS AND
FOR ALL PLUMBING FIXTURES, VALVES, DRAINS,
CLEAN OUTS, PIPING, PIPING ACCESSORIES,
INSULATION AND PIPING HANGERS. SUBMITTALS
SHALL BE DELINEATED WITH TAGS INDICATED ON
PRINTS, CONTRACTORS NAME, PROJECT NAME.
CLEARLY INDICATE ALL MODEL NUMBERS AND ALL
ACCESSORIES AND OPTIONS BEING PROVIDED.
SUBMISSIONS SHALL BE IN PDF FORMAT.ENGINEER
RESERVES THE RIGHT TO REJECT ANY SUBSTITUTE
ITEM.
3. CONTRACTOR SHALL BE RESPONSIBLE TO VISIT THE
SITE TO EXAMINE ALL CONDITIONS THAT MAY IN ANY
WAY AFFECT THE EXECUTION OF HIS WORK. HE
SHALL ALSO EXAMINE THE DRAWINGS AND
SPECIFICATIONS FOR OTHER BRANCHES OF WORK
MAKING REFERENCE TO THEM FOR DETAILS OF
EXISTING BUILDING CONDITIONS. NO EXTRAS WILL
BE ALLOWED FOR FAILURE TO INCLUDE ALL
REQUIRED WORK IN THE BID. CONTRACTOR SHALL
GUARANTEE ALL LABOR AND MATERIALS ENTERING
INTO CONTRACT FOR A PERIOD OF ONE (1) YEAR
FROM DATE OF ACCEPTANCE.
4. THE DRAWINGS IN THIS SECTION ARE
DIAGRAMMATIC AND ARE NOT INTENDED TO DEFINE
EXACT QUANTITIES, LOCATIONS OR CODIFIED
REQUIREMENTS. DRAWINGS SHOW GENERAL INTENT
OF SYSTEMS. P.C. SHALL PROVIDE AND PAY FOR ALL
REQUIRED PERMITS.
5. UPON COMPLETION OF THE PLUMBING
INSTALLATION, DEMONSTRATE TO THE ENGINEER
AND/OR THE OWNER'S SATISFACTION THAT THE
SYSTEMS HAVE BEEN INSTALLED IN ACCORDANCE
WITH THE DRAWINGS, SPECIFICATIONS AND
APPLICABLE CODES. DEMONSTRATE THE DYNAMIC
OPERATION OF EACH SYSTEM. VERIFY PROPER
OPERATION OF EQUIPMENT, FILTERS ARE CLEAN
AND COMPONENTS OF THE SYSTEM ARE INSTALLED
AND ADJUSTED IN FULL ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS.
6. PLUMBING WORK SHALL BE COMPLETE IN EVERY
DETAIL AND ALL MISCELLANEOUS ITEMS OF
MATERIAL AND LABOR NECESSARY TO COMPLETE
THE WORK DESCRIBED, SHOWN OR REASONABLY
IMPLIED ON DRAWINGS OR SPECIFICATIONS SHALL
BE INCLUDED IN THE CONTRACT. CONTRACTOR
SHALL MAKE MINOR ADJUSTMENTS TO THE WORK
WHERE REQUIRED, WHEN SUCH ADJUSTMENTS ARE
NECESSARY FOR PROPER OPERATION AND WITHIN
THE INTENT OF THE CONTRACT. CONTRACTOR
SHALL GUARANTEE ALL LABOR AND MATERIALS
ENTERING INTO CONTRACT FOR A PERIOD OF ONE
(1) YEAR FROM DATE OF ACCEPTANCE.
7. ALL WORK SHALL BE IN FULL ACCORDANCE WITH
2012 INDIANA PLUMBING CODE (INTERNATIONAL
PLUMBING CODE 2006), 2010 INDIANA ENERGY CODE
(2007 ASHRAE 90.1), 2014 INDIANA FUEL GAS CODE
(2012 INTERNATIONAL FUEL GAS CODE) AND ALL
PERTINENT STATE, COUNTY, CITY CODES AND
ORDINANCES WITH INDIANA AMENDMENTS.
8. PLUMBING CONTRACTOR SHALL ACCEPT SOLE AND
COMPLETE RESPONSIBILITY FOR CONDITIONS OF
THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY DURING PERFORMANCE OF THE
WORK.
9. PLUMBING CONTRACTOR SHALL VERIFY AND BE
RESPONSIBLE FOR ALL WATER, GAS, STORM AND
SEWER UTILITY ROUGH-INS AND SHALL CONSULT
WITH THE CIVIL PLANS AND WITH LOCAL UTILITY
COMPANY(S) PROVIDING ALL MATERIALS AND LABOR
AND PAYING ALL COSTS NOT BORNE BY THE LOCAL
UTILITY COMPANY(S) FOR INSTALLATION OF
SERVICES INCLUDING SECURING AND PAYING FOR
ALL REQUIRED PERMITS.
10. PLUMBING CONTRACTOR SHALL ENSURE
EMPLOYEES ARE MEETING AND DOCUMENTING ALL
OSHA AND JOB SPECIFIC SAFETY REQUIREMENTS AS
REQUIRED BY LAW AND BY CONTRACT. PERSONAL
PROTECTIVE EQUIPMENT SHALL BE PROVIDED AND
UTILIZED AS REQUIRED. MECHANICAL CONTRACTOR
SHALL PAY ALL FINES LEVIED BY OSHA FOR FAILURE
TO COMPLY WITH OSHA REQUIREMENTS.
11. ALL PLUMBING MATERIALS INSTALLED IN RETURN
AIR PLENUMS SHALL BE INSTALLED OR COVERED
WITH MATERIALS AS REQUIRED TO PROVIDE FLAME
RATING OF NOT MORE THAN 25 AND A SMOKE
DEVELOPED INDEX OF NOT MORE THAN 50. PRIOR
TO ROUGH-IN CONSULT WITH M.C. TO VERIFY ALL
LOCATIONS OF RETURN AIR PLENUMS.
12. FURNISH AND INSTALL ACCESS PANELS FOR ALL
CONCEALED EQUIPMENT, PIPING VALVES,
CLEANOUTS, ETC. ACCESS PANELS SHALL BE OF
SUFFICIENT SIZE TO PROVIDE ADEQUATE WORKING
CLEARANCE AND ACCESS.
13. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL REQUIRED CUTTING AND PATCHING
INCLUDING SAW CUTTING AND PATCHING OF
EXISTING FLOORS AS REQUIRED TO ACCEPT NEW
FLOORING.
EQUIPMENT
1. PROVIDE EQUIPMENT AS SHOWN ON EQUIPMENT
SCHEDULES AND PLAN NOTES. SUBSTITUTIONS TO
LISTED EQUIPMENT SHALL BE AT RISK OF
CONTRACTOR. SUBSTITUTIONS SHALL ONLY BE
ALLOWED IF ITEMS ARE EQUAL IN ALL ASPECTS.
2. PROVIDE SUBMITTALS TO ELECTRICIAN AS
REQUIRED FOR COORDINATION OF ALL REQUIRED
ELECTRICAL POWER WIRING. INCLUDE WIRING
DIAGRAMS AND CABLING REQUIREMENTS FOR
REFERENCE. COORDINATE ALL INTERLOCKS AS
NEEDED. PROVIDE SINGLE POINT CONNECTION KITS
AS NEEDED.
3. INSTALL ALL EQUIPMENT IN FULL ACCORDANCE
WITH MANUFACTURERS RECOMMENDATIONS AND
CLEARANCE REQUIREMENTS. PROVIDE ALL
REQUIRED MOUNTING OR HOUSEKEEPING PADS.
G.C. SHALL PROVIDE LEVEL GRADE FOR EXTERIOR
MOUNTED EQUIPMENT. P.C. SHALL PROVIDE ALL
HOISTING AND RIGGING NEEDED TO SET ALL
PLUMBING EQUIPMENT.
4. ALL EQUIPMENT SHALL BE INSTALLED AS NEEDED
TO PREVENT OBJECTIONABLE NOISE AND/OR
VIBRATION. P.C. SHALL PROVIDE VIBRATION PADS,
SPRING ISOLATORS, ATTENUATORS AND
ACCESSORIES AS NEEDED.
5. PROVIDE ALL BLOCKING, HANGERS, SHELVES,
BRACKETS ETC. AS REQUIRED TO INSTALL ALL
PLUMBING EQUIPMENT.
6. INSTALL WATER HEATERS IN ACCORDANCE WITH
NFPA-70, AND THE NATIONAL ELECTRICAL CODE.
PROVIDE BRASS DRAIN VALVE, 3/4" RELIEF VALVE
AND COLD WATER DIP TUBE. INSTALL HEATERS PER
MANUFACTURES INSTALLATION INSTRUCTIONS.
PROVIDE SHUT-OFF VALVES FOR SERVICE WORK.
7. THERMOSTATS ON WATER HEATER SHALL NOT BE
USED FOR LIMITING HOT WATER TEMPERATURES.
P.C. SHALL PROVIDE MIXING VALVES FOR HOT
WATER TO ALL FAUCETS ACCESSIBLE TO
OCCUPANTS. MIXING VALVE SYSTEMS SHALL LIMIT
WATER TEMPERATURE AT FAUCETS TO 110 DEG F.
OR LESS.
8. PROVIDE SCHEDULE 40 PVC PIPING AND FITTINGS
FOR ALL COMBUSTION AIR AND VENT PIPING IN
ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS ON ALL DIRECT VENT WATER
HEATERS OR BOILERS.
FIXTURES
1. REFERENCE FIXTURE SCHEDULES ON PLANS AND
PROVIDE ALL REQUIRED CARRIERS, BLOCKING,
HANGERS, TAIL PIECES, TRAPS, RISERS,
ESCUTCHEONS, GRIDS, PUTTY, GASKETS, CAULKING,
ETC. AS REQUIRED TO INSTALL ALL PLUMBING
FIXTURES.
2. REVIEW SUBMITTALS FOR ALL OWNER PROVIDED
EQUIPMENT AND PROVIDE ANY REQUIRED
ACCESSORIES AS NEEDED FOR A COMPLETE
INSTALLATION. P.C. SHALL BE RESPONSIBLE TO
RECEIVE AND INSTALL ALL OWNER PROVIDED
FIXTURES.
3. FIXTURES DESIGNATED FOR HANDICAP
ACCESSIBILITY SHALL COMPLY WITH ANSI A 117.1,
LATEST EDITION, INCLUDING ADOPTED INDIANA
AMENDMENTS.
4. PROVIDE ALL CODE REQUIRED BACKFLOW DEVICES
FOR PROCESS HVAC EQUIPMENT AND FOR WATER
SERVING ANY DRINKING OR FOOD PREPARATION
FIXTURES.
5. PROVIDE BELLOWS TYPE WATER HAMMER
ARRESTERS, STAINLESS STEEL CASHING AND
BELLOWS, 250 PSI, INSTALL PER PDI STANDARD
WH201.
PIPING
1. ALL EXPOSED SUPPLY PIPES AND METAL TRIM IN
CONNECTION WITH THE FIXTURES SHALL BE
CHROME PLATED RED BRASS OR BRONZE, PROVIDE
CHROME PLATED STOP VALVES IN ALL SUPPLIES TO
ALL FIXTURES. PLASTIC STOPS OR TRIM SHALL NOT
BE ACCEPTABLE. CAULK ALL FIXTURES WITH
WATERPROOF SILICONE CAULK. TRAPS SHALL HAVE
CLEANOUT PLUGS. INSTALL ONE PIECE CHROME
ESCUTCHEON PLATE WITH SET SCREW AT WALL
PENETRATIONS.
2. WASTE AND VENT PIPING MAINS SHALL BE PITCHED
AT 1/8" PER FOOT. LATERAL BRANCHES SHALL BE
PITCHED 1/4" PER FOOT TOWARD THE SANITARY
SEWER MAIN. THEY SHALL BE INSTALLED AND
TESTED IN ACCORDANCE WITH THE CURRENT
INDIANA PLUMBING CODE AND TESTED PER
AUTHORITY HAVING JURISDICTION.
3. VERIFY LOCATION, DEPTH AND SIZE OF SANITARY
SEWER CONNECTION POINTS. CONNECT AS
REQUIRED. OUTSIDE SEWER SHALL BE INSTALLED
WITH MINIMUM OF 3'-0" COVER. COORDINATE
CONNECTIONS WITH SITE CONTRACTOR AND LOCAL
UTILITY
4. ALL OUTSIDE WATER PIPING SHALL BE COVERED
WITH A MINIMUM OF 52".
5. ALL INTERIOR PIPING PENETRATIONS THROUGH
WALLS, CEILINGS, ROOFS AND FLOORS SHALL BE
SLEEVED AND SEALED. PROVIDE UL LISTED FIRE
STOPPING WHERE REQUIRED.
6. ALL EXTERIOR UNDERGROUND PENETRATIONS OF
BUILDING FOUNDATIONS OR SLAB FLOORS SHALL BE
SLEEVED AND SEALED. PENETRATIONS BELOW
GRADE INTO THE BUILDING SHALL BE DONE WITH
MECHANICAL SEALS LIKE "LINK SEAL" OR EQUAL.
7. NO PLUMBING PIPING SHALL PASS DIRECTLY OVER
ELECTRICAL PANELS OR DISTRIBUTION CABINETS.
PRIOR TO ROUGH IN COORDINATE WITH E.C.
8. DIELECTRIC UNIONS SHALL BE USED TO CONNECT
DISSIMILAR METALS OR METAL PIPING SHALL HAVE
METAL CONNECTIONS ON EACH END THREADED TO
MATCH THE ADJACENT PIPING. METAL
COMPONENTS SHALL BE SEPARATED BY A NYLON
INSULATOR TO PREVENT CURRENT FLOW BETWEEN
DISSIMILAR METALS. UNIONS SHALL BE SUITABLE
FOR THE SYSTEM OPERATING PRESSURES AND
TEMPERATURE WELD TYPE: ASTM A-234.
9. PIPING SLEEVES; INTERIOR OR EXTERIOR ABOVE
GRADE; GALVANIZED-STEEL-PIPE SLEEVES OR
PVC-PIPE SLEEVES. VERIFY, WITH FIRE AUTHORITIES
HAVING JURISDICTION, THAT PVC MATERIALS ARE
ALLOWED FOR SLEEVES. BELOW GRADE; ALL;
MECHANICAL GALVANIZED-STEEL PIPE SLEEVE
SYSTEM LIKE LINK-SEAL. ALL SLEEVES SHALL BE
FIRE STOPPED OR CAULKED. EXTERIOR SLEEVES
SHALL PROVIDE WATER/AIR TIGHT PENETRATION
SYSTEM.
10. PROVIDE HANGERS PER MSS AND IPC STANDARDS
BASED ON PIPING TYPES AND SIZES.
11. PIPING MATERIALS UNLESS OTHERWISE NOTED ON
THE PLANS SHALL BE AS FOLLOWS:
GAS/AIR ABOVE GRADE, 2" AND SMALLER; BLACK
STEEL SCHEDULE 40 TYPE E OR S PIPE
GRADE B; ASTM A53 / A53M, A105 OR A120
WITH THREADED ENDS; FITTINGS SHALL
BE MALLEABLE IRON THREADED FITTINGS
ASTM B16.3 CLASS 150.
2-1/2" AND LARGER: BLACK STEEL
SCHEDULE 40 TYPE E OR S PIPE GRADE B;
ASTM A53 / A53M, A105 OR A120 WITH PLAIN
ENDS. FITTINGS; WROUGHT STEEL
WELDING FITTINGS TO ASTM A 234/A 234M
FOR BUTT AND SOCKET WELDING.
WATER COPPER TUBING (INSIDE BUILDING): ASTM
B 88, TYPE 'L' HARD WATER TUBE DRAWN
TEMPER. WITH CAST-COPPER
SOLDER-JOINT FITTINGS: ANSI B16.18. OR
WROUGHT-COPPER SOLDER JOINT
FITTINGS: ANSI B16.22
SEWER/VENT BELOW GRADE: POLYVINYL CHLORIDE
SEWER PIPE (PVC) SOLID: ASTM D1866,
ASTM D 2665, ASTM D 2949, ASTM D 3034,
CSA B181.2 CSA B182.1,.2,.4 SCHEDULE 40
SOLID DRAIN WASTE AND VENT PIPE.
JOINTS SHALL BE PVC SOCKET WELDED
FITTINGS DESIGNED TO FIT PIPING
DIAMETERS ASTM D 2855 ASSEMBLED
WITH PRIMER ASTM F 656 AND SOLVENT
CEMENT ASTM D 2564, CSA B181.2.
SEWER/VENT ABOVE GRADE: POLYVINYL CHLORIDE
SEWER PIPE (PVC) CELLULAR CORE: ASTM
F 891 DRAIN WASTE AND VENT PIPE.
JOINTS SHALL BE PVC SOCKET WELDED
FITTINGS DESIGNED TO FIT PIPING
DIAMETERS ASTM D 2855 WITH PRIMER
ASTM F 656 AND SOLVENT CEMENT ASTM D
2564, CSA B181.2. ALL PIPING IN RETURN
AIR PLENUMS SHALL CONFORM TO
REQUIREMENTS FOR PLENUM MATERIALS.
VENTING POLYVINYL CHLORIDE DRAIN, WASTE AND
VENT PIPE (PVC): ASTM D2665.
INSULATED IN RETURN AIR PLENUMS.
STORM POLYVINYL CHLORIDE SEWER PIPE (PVC):
ASTM D2665 SOLID DRAIN WASTE AND
VENT OR ASTM F 891 CELLULAR CORE
SCHEDULE 40 WITH PVC SOCKET WELDED
FITTINGS DESIGNED TO FIT PIPING
DIAMETERS. INSULATED IN RETURN AIR
PLENUMS.
PLUMBING INSULATION
1. ALL PIPING INSULATION MATERIALS SHALL HAVE A
FLAME SPREAD RATING OF 25 OR LESS (ON THE
FLAME SPREAD TEST SCALE) AND SMOKE
DEVELOPMENT OF 50 OR LESS (ON THE SMOKE TEST
SCALE) OR AS DEFINED BY NFPA 255 STANDARD
METHOD OF TESTING OF SURFACE BURNING
CHARACTERISTICS OF BUILDING MATERIALS, LOCAL
CODES AND LOCAL AUTHORITIES HAVING
JURISDICTION. ALL PVC PIPING LOCATED IN RETURN
AIR PLENUM SPACES OR EXPOSED SHALL BE
INSULATED.
2. INSULATION: INSTALL ALL INSULATION IN STRICT
ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS IN A TIGHT AND NEAT MANOR. NO
SAGGING, FRAYED OR TORN INSULATION WILL BE
EXCEPTED. UNLESS OTHERWISE NOTED ON PLANS
PIPING SHALL BE INSULATED AS FOLLOWS:
ALL PLUMBING PIPING SHALL BE
INSULATED TO THE FOLLOWING
THICKNESS.
a. HW, HWR: 1/2" THICKNESS FOR PIPE
SIZES UPTO 1-1/2", 1" THICKNESS
FOR GREATER THAN 1-1/2.
b. CW: 1/2" THICKNESS FOR PIPE SIZES.
c. STM: 1/2" THICKNESS FOR ALL PIPE
SIZES.
PRE-FORMED TYPE I, 850 DEG F MINERAL
OR GLASS FIBERS BONDED WITH A
THERMOSETTING RESIN AND HINGED WITH
SELF SEALING LAP. COMPLY WITH
ASTM C 547, TYPE I, GRADE A, WITH
FACTORY-APPLIED ASJ.
FLEXIBLE ELASTOMERIC CLOSED CELL OR
EXPANDED RUBBER PIPE INSULATION
WITH PRESSURE SENSITIVE ADHESIVE
SYSTEM, ASTM C534, ASTM E84 CLASS A
300 DEG F.
EXTERIOR/EXPOSED JACKETS: UV
RESISTANT PVC PIPE JACKETS AND
PREFORMED FITTING COVERS COMPLIANT
WITH ASTM D257, D638, D790, D792, D1784,
D3679, E84 AND E136.
CHECK TEST AND START UP REQUIREMENTS
1. CLOSE OUT: PROVIDE MANUFACTURERS OPERATION
AND MAINTENANCE MANUALS AND AS BUILT
DRAWINGS. PROVIDE (1) TRAINING SESSION TO
OWNER SELECTED PERSONNEL AS REQUESTED.
2. FILL SYSTEMS WITH FRESH WATER AND INSPECT
ALL CONNECTIONS FOR LEAKAGE. REMOVE ALL
PACKING AND PROTECTIVE SHIPPING MATERIALS.
CLEAN ALL FIXTURES AND START-UP ALL WATER
HEATERS, PUMPS, AND EQUIPMENT. VERIFY PROPER
OPERATION. OPERATE ALL FAUCETS AND INSPECT
STOPS, RISERS, TRAPS AND DRAINS. CORRECT ALL
LEAKS, WATER HAMMER AND VIBRATIONS AS
REQUIRED.
P001
09/21/20
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
1-1/23" 3/4" 3/4"
1/2" -
3"
ITEM
V
(inch)
WHW
(inch) (inch)
CW
(inch)DESCRIPTION
UR
DF
WC-2 2"1" -
1/2" 1/2" 1-1/2 LV-1
MS
WC-1
TOTO #UT104E, VITREOUS CHINA, .05GPF, COMPACT WHITE URINAL WITH 3/4" TOP SPUD INLET, FURNISH W/ TOTO #THU3010
DRAIN COVER & TOTO #TEU1LA, 0.5GPF, ECO-POWER, HIGH-EFFICIENCY, AUTOMATIC FLUSH VALVE AND POLISHED CHROME.
3/4" - 2"
HALSEY TAYLOR HAC8FSBL-Q BILEVEL BARRIER FREE ELECTRIC WATER COOLER, WITH FRONT PUSH BARS, PLATINUM VINYL FINSH 1-1/2 1-1/4
TOTO #CT1708EG, VITREOUS CHINA, 1.28 GPF, ELONGATED BOWL, WALL MOUNTED, CeFiONTECT CERAMIC GLAZE, WHITE TOILET,
W/ 1-1/2" TOP SPUD INLET. FURNISH W/ TOTO #SC534, ELONGATED OPEN FRONT SEAT & TOTO #TET1LA, 1.28GPF, ECO- POWER,
HIGH-EFFICIENCY, AUTOMATIC FLUSH VALVE, POLISHED CHROME W/ POLISHED CHROME SUPPLY NIPPLE, AND STOP VALVE.
MOUNT AT ADA HEIGHT.
1" 3"
FIAT MSB-2424 MOLDED STONE MOP SINK 24"x24", PLATE NO. 830-AA SERVICE FAUCET WITH VACUUM BREAKER, WALL BRACE, PAIL
HOOK AND 3/4" HOSE THREAD SPOUT, PLATE NO. 832-AA-30 HOSE AND HOSE BRACKET , AND PLATE NO. 889-CC-24 MOP HANGER
-SEE PLANS--FD-1
-SEE PLANS--TD-1
6" WIDE POLYMER TRENCH DRAIN SYSTEM WITH LOAD CLASS C DUCTILE IRON GRATE: ZURN #Z-806-HD-DGC PROVIDE OUTLETS, JOINT
CLIPS, CONNECTORS AND END CAPS AS REQUIRED FOR COMPLETE SYSTEM. SEE DETAIL THIS SHEET.
1-1/2"1/2 1/2 SK-1 BREAK ROOM SINK: ELKAY LRAD3322604 DOUBLE SINK, STAINLESS STEEL, FURNISH WITH LK801AT08L2 FAUCET WITH 8' SWING SPOUT,
SPRAYER AND HOSE, LK36 BASKET STRAINER, CP SUPPLIES & STOPS AND PROVIDE WITH BADGER 5 1/2HP DISPOSAL.
--- 3/4 HB-1 PRIER C-138 HEAVY PATTERN HOSE BIB FAUCET W/ SATIN NICKEL FINISH
--- 3/4 HB-2 PRIER C-634 HEAVY COMMERCIAL FREEZE PROOF HYDRANT W/ SATIN NICKEL FINISH AND KEYED ON-OFF
--3/8" IMB OATEY ICE MAKER SUPPLY BOX W/ 3/8" SUPPLY VALVE AND COPPER LINE TO FIXTURE
-2"
JR SMITH 1080-06 WITH CLAMP AND SUMP.OD-1
JR SMITH 1010-06 WITH CLAMP AND SUMP.RD-1 -- - SEE PLANS
-- - SEE PLANS
1-1/4
1-1/2
1-1/4
-SEE PLANS--FD-2
WATER HAMMER ARRESTER SCHEDULE
PCN/
FIG. NO.
P.D.I.
SYMBOL RATING
FIXTURE UNIT
SIZE
A B C D
5005
5010
5020
5030
5040
5050
A
B
C
D
E
F
1-11
12-32
33-60
61-113
155-330
114-154
3/4
1
1
1
1
1
3
3-5/8
5-1/8
5-1/2
6-5/8
3-1/4
3-1/4
3-1/4
3-1/4
3-1/4
1-7/16
5-1/4
4-1/8
3-1/4
2-1/4
1-3/4
SK-2 3/4" 3/4" 2" MECHANICS SERVICE SINK: MEDEXSUPPLY COLUMBIA SINKS MODEL 54WSL SANI LAV HANDS FREE 2 PERSON WALL MOUNT
STAINLESS STEEL SINK 40" LENGTH x 20" WIDTH x 0-8" DEPTH COMPLETE W/ KNEE VALVES AND FAUCETS.
1-1/2
TOTO #LT221 ATHERTON, RECTANGULAR, VITREOUS CHINA, UNDERCOUNTER, WHITE, 17"x13" SINK WITH OVERFLOW. FURNISH W/
TOTO #TEL115 SERIES, HELIX, ECO-POWER, ONE HOLE FAUCET, W/ TOTO #TLT10 MIXING VALVE, CONTROLLER, SPOUT KIT AND
MOUNTING HARDWARE. FURNISH W/ POLISHED CHROME SUPPLY NIPPLES, AND STOP VALVES.
PROVIDE TOTO #THU410 FOR GRANITE/MARBLE INSTALLATION IF APPLICABLE
-
--3/4" 3/4" EWH ELECTRIC WATER HEATER: BRADFORD WHITE LE250S3-3, 50 GALLON UPRIGHT, 18 GPH RECOVERY AT 100 DEG. @ 4500W AND 277V
SK-3 CAFE SINK: ELKAY CROSSTOWN, SINGLE BOWL, UNDERMOUNT, MODEL ECTRU12179 STAINLESS STEEL W/ ELKAY MODEL
LKD208513C 1.5 GPM 1/4 TURN SINGLE HOLE FAUCET W/ CP SUPPLIES & STOPS
A
NOTE: + Actual Channel length is 122 1/2 [3112] to allow for overlap.
1221
2"
120"
4" MIN.
INVERT
4"
6"
4" MIN.
ZURN Z806 POLYMER TRENCH DRAIN SYSTEM TYPICAL 10'-0" SECTION
C SCALE: NONE
TD-1 STANDARD TRENCH DRAIN TYPICAL SECTION
SECTION VIEW
SIDE VIEW
PLAN VIEW
SPECIFYING ENGINEER IS RESPONSIBLE FOR
CONCRETE ENCASEMENT AND REINFORCING
BASED UPON APPLICATION AND LOCAL CODES
TOTO #CT1708EG, VITREOUS CHINA, 1.28 GPF, ELONGATED BOWL, WALL MOUNTED, CeFiONTECT CERAMIC GLAZE, WHITE TOILET,
W/ 1-1/2" TOP SPUD INLET. FURNISH W/ TOTO #SC534, ELONGATED OPEN FRONT SEAT & TOTO #TET1LA, 1.28GPF, ECO- POWER,
HIGH-EFFICIENCY, AUTOMATIC FLUSH VALVE, POLISHED CHROME W/ POLISHED CHROME SUPPLY NIPPLE, AND STOP VALVE.
J.R. SMITH FIG #2005-B (SQUARE)
J.R. SMITH FIG. #2005-A (ROUND)
ZURN #Z541 12" HEAVY DUTY DRAIN, DURA COATED C.I. BODY, COMBINATION SEEPAGE PAN AND FLASHING CLAMP/ FRAME W/ ANTI-TILT
SLOTTED GRATE AND SEDIMENT BUCKET FD-2 -SEE PLANS--
3
8"x3" STAINLESS STEEL ANCHOR BOLTS
FINISHED GRADE (SLOPE AWAY FROM CASTING)
PRE-CAST CONCRETE AJUSTING
RING OR FLANGE OF CASTING
FRAME AND COVER (SEE MANHOLE
CASTING TABLE FOR DETALS, TYP)
24" RCP RISERS AS REQUIRED
2'-0" MIN. TO 3'-0" MAX
(FOR CONCRETE STRUCTURES
54" MIN. FROST LINE
MIN. (1) 4" PRE-CAST CONCRETE
ADJUSTING RINGS (TYP.)
INFLUENT 6"
ALL JOINTS SHALL BE SEALED BY AN O-RING GASKET PLUS
1
2" OR 3
4" CITY APPROVED FLEXIBLE BUTYL RESIN
CONCRETE SEALANT (ROPE) CONFORMING TO ASHALL BE
DEPENDENT ON SEASON OF INSTALLATION AND AS
DIRECTED BY ENGINEER. CONTRACTOR SHALL GROUT ALL
INTERNAL MANHOLE JOINTS WITH NON-SHRINK GROUT
KENT SEAL
JOINT DETAIL
12" MIN. TO UNDISTURBED EARTH
"CLEAN" SAND BACKFILL TO
INFLUENT AND EFFLUENT PIPES
KEY NOTES:
A. DISTANCE MAY BE INCREASED BASED
ON THE CONSTITUENTS OF THE
WASTEWATER FLOWS. CONSULT CITY
PRIOR TO SHOP DRAWING SUBMITTAL.
B. MINIMUM LIQUID DEPTH MAY BE
REDUCED ON A CASE-BY-CASE BASIS
AS APPROVED BY THE CITY OF
CARMEL.
NOTES:
1. INTERCEPTOR/SEPERATOR SHALL
CONFORM TO ASTM C478 UTILIZING 4000
PSI CONCRETE
2. EXTERIOR INSTALLATION MUST BE
CONCRETE OR CAST IRON. STEEL
INTERCEPTORS/SEPERATORS SHALL
ONLY BE INSTALLED INSIDE A BUILDING
3. CONTRACTOR MAY SUPPLY
INTERCEPTORS/SEPERATORS AS
MANUFACTURED BY JR SMITH CO.
SERIES 8500 IF INTERIOR INSTALLATION
UTILIZED
4. SIZE AS PER CODE OR LOCAL
REQUIREMENTS. THE SIZING METHOD FOR
ALL STRUCTURES MUST BE APPROVED BY
CTRWD.
5. THE BAFFLE ORIENTATION WILL BE
DEPENDANT UPON THE APPLICATION.
6. SHOP DRAWINGS MUST BE SUBMITTED TO
CTRWD FOR REVIEW AND APPROVAL.
7. TOP OF CASTING SHALL EXTEND .2Ø FEET
MIN. ABOVE FINISHED GRADE UNLESS
APPROVED BY THE CITY. CASTING MUST
NOT BE WITHIN 1'-0" HORIZONTAL
DISTANCE OF ANY PAVED OR CONCRETE
SURFACE.
OUTSIDE DIAMETER + 1'-0" FOR PRE-CAST
12" MIN. CRUSHED #8 STONE MAT
FOR LEVELING AND SUPPORT
#2 STONE AS REQUIRED BY CTRWD FOR
UNSTABLE SOIL CONDITIONS - DEPTH
TO STABLE GROUND PER CITY
6" REINFORCED CONCRETE
NO CORE WILL BE PERMITTED WITHIN
6" OD INTERNAL OR EXTERNAL JOINTS
CORE DRILLED OPENING WITH RESILIENT
CONNECTOR OR CAST-IN-PLACE A-LOCK OR
CITY APPROVED EQUAL (TYP. ALL PIPE
PENETRATIONS).
EFFLUENT
6"
10" MIN.
12" MAX.
1' TYP.
1'-0" MIN.
2'-0" DIA. (TYP.)
6" OPENING
8" (SEE NOTE A)
LIQUID DEPTH 30" MINS. TO
78" MAX (SEE NOTE B)
1
4" STAINLESS
STEEL
SUPPORT
LOCATION
18" OR MORE ABOVE THE
100-YEAR FLOOD ELEVATION
OF ALL WATERWAYS
LESS THAN 18" ABOVE THE
100-YEAR FLOOD ELEVATION
OF ALL WATERWAYS
OWNERSHIP
PRIVATE
LID
LETTERING
"SANITARY SEWER"
EAST JORDAN 1Ø22ZIGS OR
NEENAH R-1772
MANHOLE CASTING TABLE
COVERMODEL
EAST JORDAN 1Ø221ZIPT
HEAVY DUTY SOLID
HEAVY DUTY SOLID
20"
6" (SEE NOTE A)
B OIL/ SAND SEPARATOR DETAIL
1,000 GALLON
P002
A PARTIAL SANITARY ISOMETRIC
PLUMBING FIXTURE SCHEDULE (BID PURPOSE ONLY, PRIOR TO ORDER APPROVED SUBMITTAL IS REQUIRED)
SAN
SAN
SAN
SAN
SAN
3"
WC-1
WC-1
3"
UR
SA
N
SA
N
FD-1
FD-1
2"
2"
WC-2
UR
WC-2
LV-1 LV-1
LV-1
LV-1
DF
FD-1
MS
SAN
SAN
CO
4"
4"
UP TO 2ND
FLOOR
TO VEHICLE
DELIVERY CENTER
CO
SA N
S
A
N
TO AREA 'B'
6"
SA N
6"
SEE CIVIL PLANS
FOR CONTINUATION
4"
S AN
SAN
SAN
SAN
SAN
SA N
CONTINUE VENT LINE
TO SERVE REMAINDER
OF FIXTURES
FIELD ROUTE VENT TO
3" ROOF TERMINAL
1-1/2" V1-1/2" V2" V2" V2" V2" V1-1/2" V1-1/2" V1-1/2" V1-1/2" VSCALE: NONE
SCALE: NONE
3"
3"
3"
2"
4"
INSTANTANEOUS WATER HEATER. EEMAX EX4277T ML. 4.1 KW.IWH 1/2" 1/2" - -
S AN
SAN SAN SAN SAN
4"
09/21/20
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
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No.
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STEEL PIPE FLOOR
SLEEVE RISER CLAMP
BOLT
SLAB
FIRE CAULKING
OAKUM PACKING
(OMIT IF RUBBER
SEAL IS USED.)
C PIPE SLEEVE FLOOR PENETRATION SINGLE PIPE HANGER DETAILA
INSULATED PLUMBING PIPES.
RIGID MOLDED FIBERGLASS
INSULATION
METAL PROTECTION SHIELDS
HANGING RODS
12" MIN.
NUTS & LOCK
WASHERS
SUPPORT CHAIR
BOLTED TO
CHANNEL
STEEL CHANNEL
ADEQUATE TO
CARRY LOAD
GENERAL NOTES:
1) PROTECTION SADDLES SHALL BE COPPER CLAD IF COPPER TUBE IS USED.
2) PROVIDE INTERMEDIATE HANGING ROD SUPPORT WHERE NUMBER OF PIPES
EXCEED FIVE(5).
TRAPEZE HANGER DETAILB
ADD PIPE SLEEVE THAT HAS
AN INSIDE DIAMETER, 14"±
LARGER THAN OUTSIDE DIA.
PIPE HANGER ROD CLIP
CONNECTION
3/8" ROD ATTACHED TO TOP
OF STRUCTURAL ROOF
FRAMING MEMBER WITH BEAM
CLAMP.
"L" 6'-0"MAX.
ADD FRAMING CHANNEL
OR ANGLE WHEN "L" IS
GREATER THAN MAX.
LENGTH.
CLEVIS
PIPE HANGER
SAME AS
OPPOSITE
SIDE
M.J. X FL. ADAPTER
3/4" ALL THR. ROD
WASHER
TIE BOLT
"J" BOLT OR
HEX NUT &
THRUST BLOCK
(PER NFPA 24)
6" U.G. PIPING
D.I.P. RISER
TO RISER BY DESIGN AND BUILD
FIRE LINE DETAILD
FIRE SUPPRESION CONTRACTOR
E BACKFLOW PREVENTOR DETAIL
OVERFLOW DRAIN
J.R. SMITH MODEL 1080Y ROOF
OVERFLOW DRAIN NO-HUB
WITH DUCO CAST IRON BODY /
FLASHING CLAMP AND
POLYETHYLENE DOME
H ROOF DRAIN DETAIL
ROOF DRAIN
J.R. SMITH MODEL 1010Y
ROOF DRAIN NO-HUB WITH
DUCO CAST IRON BODY /
FLASHING CLAMP AND
POLYETHYLENE DOME
APPX. 24" O.C.
I WASH BAY PSI WASHER STATION
3/4" HW
(FROM OVERHEAD HOT WATER)
3/4" CW
(FROM OVERHEAD COLD WATER)
3/4" HOSE BIBB SPIGOT
3/4" BALL VALVE
(H & C)
MOUNT AT +36" AFF
FIN. FLOOR
TEMPERATURE
GAGE
18"
2"
TO DOMESTIC
SYSTEM
REDUCED PRESSURE ZONE BACKFLOW
PREVENTER: WATTS MODEL 009M2QTS
CAST BRONZE CONSTRUCTION WITH
QUARTER TURN FULL-PORT BALLVALVES
(VERIFY W/ LOCAL UTILITY CO.)
WATER METER
W/ REMOTE READ
30""RISING STEM
GATE VALVES
FROM CITY
WATER MAIN 2"
ROUND CHIMNEY TOP
METALBESTOS FLUE
RECOMMENDATIONS
MANUFACTURER'S
INSTALL PER
NOTE
FLASHING
ROOF
STORM COLLAR
METAL ROOF
AIR SPACE AROUND FLUE
METALBESTOS FLUE, SEAL WITH
FLUE DETAILK
LISTED
HIGH TEMPERATURE SEALANT.
CONNECT TO APPLIANCE WITH B-VENT CONNECTOR
PIPING SLOPE AT MINIMUM 1/4" PER FOOT
GAS PIPING
MIRO PIPE
HANGER MODEL
#1.5
J ROOF GAS PIPING SUPPORT
ROOF DECK
P003
F POINT OF USE WATER HEATER DETAIL
FACTORY SUPPLIED
HEAT TRAP PIPE NIPPLE
CASH ACME TMV
C
INCOMING COLD WATER
(CONCEALED IN WALL)
INSTANTANEOUS WATER
HEATER WALL MOUNTED
SEE SCHEDULE
Finished Floor
WARNING: THIS DRAWING SHOWS SUGGESTED
PIPING CONFIGURATION AND OTHER DEVICES;
CHECK WITH LOCAL CODES AND ORDINANCES
FOR ADDITIONAL REQUIREMENTS.
3. SERVICE VALVES ARE SHOWN FOR SERVICING UNIT. HOWEVER, LOCAL
2. THE TEMPERATURE AND PRESSURE RELIEF VALVE SETTING SHALL NOT
EXCEED PRESSURE RATING OF ANY COMPONENT IN THE SYSTEM.
1. PREFERRED PIPING DIAGRAM.
NOTES:
CODES SHALL GOVERN THE USAGE OF ANY COMPONENT IN THE SYSTEM.
OUTGOING HOT WATER
(CONCEALED IN WALL)
3
4" SHUT OFF
TYPICAL
DIGITAL LIGHT PWRD
THERMOMETER
SCALE: NONE
SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE
SCALE: NONE
SCALE: NONE SCALE: NONE SCALE: NONE
HW CW
EWH
VALVE
TANK DRAIN
2" METAL DRAIN PAN
TERMINATE RELIEF
OVER DRAIN PAN
3/4"
INSULATED HW
SUPPLY
G WATER HEATER DETAIL
TMV
THERMOSTATIC
MIXING VALVE
COLD WATER
ASME T&P
EXPANSION TANK
FACTORY SUPPLIED HEAT
TRAP NIPPLES OR 27" HEAT TRAP
110 DEG. WATER
TEMPERATURE GAGE
EXP-1
SIMILAR TO AO SMITH PMC-2
INSULPAD-310854
2" HEATER PAD
FLOOR DRAIN
SCALE: NONE
09/21/20
KEY PLAN
AB
N
3 5 10 13 15 16 17
C
E
H
J
M
O
S
2 1
9 6
D
B
A
F
18
T
G
L
N
7 4 11 12 14
K
28
R
P
WC-1
WC-1
WC-2
LV-1
LV-1LV-1
LV-1
DF
MS
UR
UR
FD-1
FD-1FD-1
TD-1TD-1
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN SANSAN SAN SAN
CO
6"Ø
6"Ø
4"Ø
4"Ø
CO
3"Ø
4"Ø
4"Ø
2"Ø
WC-2
4"Ø
4"Ø
IE= 737.0SAN CO
SANSEE P101 FOR
CONTINUATION
SEE CIVIL PLANS
FOR CONTINUATION
4"Ø Up2"Ø Up
FFE= 743.0SD8 SDSAN SANSAN SAN CO
SAN SAN SAN SANSAN SANROUTE 4" SANITARY LINE UP TO SERVE FIXTURES
ON SECOND FLOOR. SEE SHEET P201 FOR
CONTINUATION.
ROUTE 2" SANITARY LINE UP TO SERVE FIXTURES
ON SECOND FLOOR. SEE SHEET P201 FOR
CONTINUATION.
SEE CIVIL PLANS FOR CONTINUATION OF STORM
DRAIN.
KEY NOTES:
1. REFERENCE SHEET P001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
2. REFERENCE SHEET P002 FOR SCHEDULES AND
DETAILS.
3. REFERENCE SHEET P003 FOR DETAILS.
GENERAL NOTES:
1
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
1 SCALE: 1/8" = 1'-0"
FIRST FLOOR PLUMBING WASTE - AREA 'A'
P100
1
2
2
3
3
09/21/20
KEY PLAN
AB
N
18
CO
FD-2
FD-3FD-3
TD-1 TD-1
TD-1
GI
SAN SAN SAN SAN SAN SAN SAN SAN SANGL GL GL GL GL GL GL GL GL GL GL GL GL GL SAN SAN SAN GL GL GL GL GL GL GLGL GL GL GL GL GL GL GLGL GL GL GL GLGL GL GL GL GL GL GL GLGL GL GL GL GLGL GL GL GL GLGL GL GL GL GL GL GL GL GL
COCO
CO
CO
GL GL GL GL GL GL GL GL GL GL
FD-2
GL GL FD-2
CO
CO
6"Ø
6"Ø
4"Ø
6"Ø
4"Ø4"Ø
3"Ø3"Ø
3"Ø
4"Ø
I.E. = 738.5
SAN SAN SAN SAN 4"Ø
4"Ø
Up
CO
SD
8" SD SD6" SDFD-2 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
GL SAN3"Ø
CO CO
SAN SAN SAN SAN SAN SAN SAN SAN SAN
CO
CO
FFE= 743.0
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
1 SCALE: 1/8" = 1'-0"
FIRST FLOOR PLUMBING WASTE - AREA 'B'
P101
SEE SHEET P100 FOR SANITARY CONTINUATION.
SEE CIVIL PLANS FOR CONTINUATION OF STORM
DRAIN.
KEY NOTES:
1. REFERENCE SHEET P001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
2. REFERENCE SHEET P002 FOR SCHEDULES AND
DETAILS.
3. REFERENCE SHEET P003 FOR DETAILS.
GENERAL NOTES:
1
1
2
2
2
09/21/20
KEY PLAN
AB
N
3 5 10 13 15 16 17
C
E
H
J
M
O
S
2 1
9 6
D
B
A
F
18
T
G
L
N
7 4 11 12 14
K
28
R
P
WC-1
WC-1
WC-2
LV-1
LV-1LV-1
LV-1
DF
MS
UR
UR
EWH
CW CWCWCW CW CW CW CWCW
HWS HWS HWSHWS HWS
CW
WC-2
2" CW
Up
CW1" HW3/4" HW
Up
2" CW
2" CW
CW CW CW2" CW
2" CW
3/4" HW 1" CWDATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
1 SCALE: 1/8" = 1'-0"
FIRST FLOOR WATER PLAN - AREA 'A'
P102
ROUTE 2" CW AND 3/4" HW UP TO SECOND FLOOR
CEILING. SEE SHEET P201 FOR CONTINUATION.
KEY NOTES:
1. REFERENCE SHEET P001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
2. REFERENCE SHEET P002 FOR SCHEDULES AND
DETAILS.
3. REFERENCE SHEET P003 FOR DETAILS.
GENERAL NOTES:
1
1
09/21/20
KEY PLAN
AB
C
N
1718
RTU-7
7.5 TON
IR-2 IR-2
IR-3
IR-3
IR-3
IR-3
IR-1
CW2" CWUp
2" CW
SEE P200 FOR
CONTINUATIONCW CW CW CW CW CW 3/4"CW
HB-1
3/4"CW
HB-1
3/4"CW
HB-1
3/4"CW
HB-1
CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW
3/4"CW
HB-1
CW CW CW CW CWCW CW CW CW CW CW CW
3/4"CW
HB-1
3/4"CW
HB-1
CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CWCW CW CW CW CW CW CWGAS GAS GAS GAS GAS GASSEE P200 FOR
CONTINUATIONGAS GAS GAS GAS GAS GAS GASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS GAS
GAS GAS
GAS
SEE P301 FOR
CONTINUATION
GAS GAS GAS GASGAS GAS GAS GAS GASSEE P200 FOR
CONTINUATION
SEE P301 FOR
CONTINUATION
1-1/4" GAS UP
1-1/4" GAS
CW CW CW CWCW FP6" FP2" CW
2" CW2" CW 1" CW3/4"CW
HB-1
2" CW3/4" GAS
1" GAS
GAS GAS
3/4" GAS 3/4" GAS3/4" GAS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 3/4" GAS1" GASCW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CWHB-2
3/4" CW
CW CW CW
RPZ
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
1 SCALE: 1/8" = 1'-0"
FIRST FLOOR WATER PLAN - AREA 'B'
P103
2" DOMESTIC WATER SERVICE. SEE CIVIL PLANS
FOR CONTINUATION.
6" FIRE PROTECTION SERVICE. SEE CIVIL PLANS
FOR CONTINUATION.
SEE SHEET P201 FOR CW LINE CONTINUATION.
PROVIDE AND INSTALL 2,000 MBH, 2 PSIG GAS
SERVICE. PROVIDE 1-1/4" GAS LINE FROM METER
TO BUILDING.
a. (7) RTU'S 1,130 MBH
b. (7) IR HEATERS 710 MBH
c. (1) UNIT HEATER 30 MBH
TOTAL 1,870 MBH
ROUTE 6" FIRE PROTECTION LINE UP THROUGH
FLOOR AND SET FLANGE. SEE DETAIL ON SHEET
P003 FOR MORE INFORMATION.
KEY NOTES:
1. REFERENCE SHEET P001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
2. REFERENCE SHEET P002 FOR SCHEDULES AND
DETAILS.
3. REFERENCE SHEET P003 FOR DETAILS.
GENERAL NOTES:
1
2
1 2
3
3
4
4
5
5
09/21/20
KEY PLAN
B
C
D
N
SK-1
WC-1WC-2
UR UR
SK-4
CWCW CW CW CW
2" CW
GAS GAS GAS GASGAS GAS GAS GAS GAS
2" CW
IWH
HWS
1/2" HW
1-1/4" GAS1" GAS
6" SD
SK-1
WC-1WC-2
UR UR
FD-1
SK-4
SAN SANSANSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD8" SD 6" SDFD-1SANSAN
CO
4" DN2"4" SD 6" SD
DWN
6" SD 8" SD
DWN
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
2 SCALE: 1/8" = 1'-0"
SECOND FLOOR WATER PLAN - AREA 'D'
1 SCALE: 1/8" = 1'-0"
SECOND FLOOR WASTE PLAN - AREA 'D'P200
ROUTE CW AND GAS LINES DOWN TO SERVICE
RECEPTION CEILING ELEVATION AND SEE SHEET
P103 FOR CONTINUATION.
ROUTE 1-1/4" GAS LINE DOWN TO FIRST FLOOR. SEE
SHEET P103 FOR CONTINUATION.
ROUTE CW AND GAS LINES THROUGH WALL TO
SERVICE DEPARTMENT. SEE SHEET P103 FOR
CONTINUATION.
KEY NOTES:
1. REFERENCE SHEET P001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
2. REFERENCE SHEET P002 FOR SCHEDULES AND
DETAILS.
3. REFERENCE SHEET P003 FOR DETAILS.
GENERAL NOTES:
1
1
2
2
3
3
09/21/20
KEY PLAN
C
D
N
H
J
M
O
S
T
G
L
N
11 12 14 7 2
SK-1
SK-2
LV-1
LV-1
WC-1
WC-1
MS
CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CWCWCW CWCWCW CW CW CW CW
HWSHWSHWS HWSHWSHWS HWS HWS HWS
3/4" HW
DWN
FOR
CONTINUATION
2" CW
DWN CW2" CW 2" CW 2" CW1/2" HW
1/2" CW
H
J
M
O
S
T
G
L
N
11 12 14 7 2
SK-1
SK-2
LV-1
LV-1
WC-1
WC-1
MS
SANSAN FD-1
FD-1
FD-1
2"Ø DN
SAN SAN SAN
SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD 6" SD 8" SDCONDENSATE
DRAIN
4"Ø DN
8" SD
DWN
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
2 SCALE: 1/8" = 1'-0"
SECOND FLOOR WATER PLAN - AREA 'C'
P201
1 SCALE: 1/8" = 1'-0"
SECOND FLOOR WASTE PLAN - AREA 'C'
ROUTE SANITARY LINE DOWN TO BELOW FIRST
FLOOR SLAB. SEE SHEET P100 FOR CONTINUATION.
ROUTE CW LINE DOWN TO SERVICE RECEPTION
CEILING ELEVATION AND SEE SHEET P103 FOR
CONTINUATION.
KEY NOTES:
1. REFERENCE SHEET P001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
2. REFERENCE SHEET P002 FOR SCHEDULES AND
DETAILS.
3. REFERENCE SHEET P003 FOR DETAILS.
GENERAL NOTES:
1
1
1
2
2
09/21/20
KEY PLAN
AB
N
RD-1OD-1
RD-1OD-1
6"6"
6"6"DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
P300
1 SCALE: 1/8" = 1'-0"
ROOF PLAN - AREA 'A'
ROUTE STORM DRAINS DOWN TO SECOND FLOOR
CEILING. SEE SHEET P201 FOR CONTINUATION.
KEY NOTES:
1. REFERENCE SHEET P001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
2. REFERENCE SHEET P002 FOR SCHEDULES AND
DETAILS.
3. REFERENCE SHEET P003 FOR DETAILS.
GENERAL NOTES:
1
1
1
09/21/20
KEY PLAN
AB
N
RTU-1
RTU-2
RTU-3
RTU-4
RTU-5
20 TON
5 TON
5 TON
8.5 TON
5 TON
RTU-7
7.5 TON
RTU-6
5 TON
GAS GAS GAS GAS GAS GAS GASGAS GAS GAS GAS GASGAS GASGAS GAS
GAS GAS
GAS GAS
GAS GAS
3/4" GAS
3/4" GAS
3/4" GAS
3/4" GAS
3/4" GAS 3/4" GAS1" GAS3/4" GASRD-1
OD-1
RD-1
OD-1
RD-1
OD-1
RD-1
OD-1
3/4" GAS 1" GAS DWNGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 3/4" GAS DWN
6"
6"
6"
6"
4"
4"
4"
4"GAS GAS GASDATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automative GroupMEP Engineer874 Cheltenham WayAvon, IN 46123317.506.8151317.745.5761dave@gnaengineering.comGOODERUM & ASSOCIATES ENGINEERINGP: F: E: MUR
EDOOG.RDIVAD
PROFES
SIONA L E N G INEER D
E
NADIIN A
GER RTSIE
STATE OF
No.
10200395
P301
1 SCALE: 1/8" = 1'-0"
ROOF PLAN - AREA 'B'
ROUTE 1" GAS DOWN TO CEILING OF SERVICE
RECEPTION. SEE SHEET P103 FOR CONTINUATION.
ROUTE 3/4" GAS DOWN TO CEILING OF SERVICE
DEPARTMENT. SEE SHEET P103 FOR CONTINUATION.
ROUTE STORM DRAINS DOWN TO SECOND FLOOR
CEILING. SEE SHEET P200 FOR CONTINUATION.
KEY NOTES:
1. REFERENCE SHEET P001 FOR LEGENDS,
ABBREVIATIONS, SPECIFICATIONS AND NOTES.
2. REFERENCE SHEET P002 FOR SCHEDULES AND
DETAILS.
3. REFERENCE SHEET P003 FOR DETAILS.
GENERAL NOTES:
1
1
2
2
3
3 3
3
3
09/21/20