*DRAWING LIST PLUMBINGoatesplans.com/Archives/OTC Plant Operations Training/OTC...DRAINAGE...
Transcript of *DRAWING LIST PLUMBINGoatesplans.com/Archives/OTC Plant Operations Training/OTC...DRAINAGE...
DRAINAGE PRODUCTS/SPECIALTIES
FOR USE IN NON-PUBLIC AREAS.
UNITS AS REQUIRED.BASIS FOR DESIGN: PPP PRIME-RITE SERIES AUTOMATIC TRAP PRIMER WITH MULTIPLE OUTLET DISTRIBUTIONTP-"A"-AUTOMATIC TRAP PRIMER
FOR USE IN PUBLIC AREAS.BASIS FOR DESIGN: WOODFORD #24P WITH LOOSE TEE KEY AND VACUUM BREAKER HOSE BIBB, CHROME PLATEDHB-HOSE BIBB LOOSE KEY
BASIS FOR DESIGN: WOODFORD #24P HOSE BIBB WITH WHEEL HANDLE WITH VACUUM BREAKER, ROUGH BRASS,HB-HOSE BIBB
DEVICE, GASKET SEAL THREADED PLUG, V.P. SCREWS IN COVER. PROVIDE 24" x 12"BASIS FOR DESIGN: JAY R. SMITH FIG. 4261 C.I. FLANGED HOUSING WITH HEAVY DUTY C.I. COVER, LIFTING
BASIS FOR DESIGN: JAY R. SMITH #700 FOR MASONRY WALLS AND #700-M31 FOR METAL STUD WALLS.LAVATORY-WALL HUNG SUPPORT
BRONZE STRAINER, SPEEDI-SET OUTLET CONNECTION AND TRAP PRIMER CONNECTION.BASIS FOR DESIGN: JAY R. SMITH FIG. 2005-B6 SERIES C.I. FLOOR DRAIN WITH 6" DIAMETER SQUARE NICKELFD "G" - FLOOR DRAINS-GENERAL/RESTROOMS
CONCRETE PAD FLUSH WITH SURFACE.
YCO-EXTERIOR UNSURFACED AREAS
DEVICE, GASKET SEAL THREADED PLUG, V.P. SCREWS IN COVER.BASIS FOR DESIGN: JAY R. SMITH FIG. 4261 C.I. FLANGED HOUSING WITH HEAVY DUTY C.I. COVER, LIFTINGYCO-EXTERIOR PAVED/CONCRETE AREAS
SCREW, SPEEDI-SET OUTLET CONNECTION.ROUND NICKEL BRONZE TOP COMPLETE WITH STAINLESS STEEL CARPET MARKER WITH SECURINGBASIS FOR DESIGN: JAY R. SMITH FIG. 4020-Y C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG, ADJUSTABLEFCO-CARPETED FLOORS
SCREW, SPEEDI-SET OUTLET CONNECTION.REMOVAL, ADJUSTABLE ROUND NICKEL BRONZE TOP RECESSED FOR TILE WITH SECURINGBASIS FOR DESIGN: JAY R. SMITH FIG. 4151 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASYFCO-TILE FLOORS
CONNECTION.REMOVAL, ADJUSTABLE ROUND CAST IRON TOP WITH SECURING SCREW, SPEEDI-SET OUTLETBASIS FOR DESIGN: JAY R. SMITH FIG. 4220 C.I. CLEANOUT WITH GASKET SEAL THREADED PLUG FOR EASYFCO-CONCRETE FLOORS
BRONZE ROUND FRAME AND COVER WITH SECURING SCREWS.BASIS FOR DESIGN: JAY R. SMITH FIG. 4436 C.I. FERRULE FOR NO HUB OR SERVICE WEIGHT PIPE, NICKELWCO-WALL CLEANOUT - FINISHED AREAS
THICK STEEL BAR STOCK.BASIS FOR DESIGN: JAY R. SMITH FIG. 4420 CAST BRONZE COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2"CO-EXPOSED CLEANOUT - UNFINISHED AREAS
ZURN, JOSAM, WADE, WATTS AND PRECISION PLUMBING PRODUCTSUNLESS OTHERWISE INDICATED NUMBERS ARE JAY R. SMITH. APPROVED EQUAL PRODUCTS:
ICE MAKER SUPPLYBASIS FOR DESIGN: GUY GRAY MODEL BIM875 16 GAUGE SUPPLY WITH 1/2" INLET, AND 1/4" OUTLET ANGLE VALVE.
PLUMBING NOTES
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALLPLUMBING FIXTURES.
ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2012 INTERNATIONALPLUMBING CODE WITH ALL APPLICABLE STATE OF GEORGIA AMENDMENTS .
ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FR0M THE BUILDINGSTRUCTURE AND SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROMCEILING TILES.
WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTEDON HEATED SIDE (UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE)OF WALL INSULATION.
SANITARY AND DRAINAGE PIPING 2½" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOTMINIMUM, PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM.
TOPS OF ALL FLOOR DRAINS AND CLEANOUTS SHALL BE SET FLUSH WITH FINISHED FLOOR.
TRAP PRIMERS ARE TO BE PROVIDED ON ALL FLOOR DRAINS AND HUB DRAINS.TP "A" AUTOMATIC TRAP PRIMERS ARE TO BE PROVIDED IN ALL REQUIRED LOCATIONS.
PLUMBING AND FIRE PROTECTION PIPING IS NOT TO BE INSTALLED IN ELECTRICAL ROOMS,CLOSETS, TELEPHONE ROOMS, OR ELEVATOR EQUIPMENT ROOMS EXCEPT PIPINGSERVING THAT SPECIFIC ROOM.
LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-0" FROM ACCESSPANELS, CEILING TILES, OR OTHER POINT OF ACCESS.
ALL COLD WATER, HOT WATER AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALLBE INSULATED WITH HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS.
PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATERLINES SERVING FLUSH VALVE FIXTURES, WASHING MACHINES SUPPLIES, PRV STATIONSAND OTHER INSTALLATIONS WITH QUICK CLOSING VALVES.
PROVIDE REDUCED PRESSURE BACKFLOW PREVENTORS AT ALL DOMESTIC WATERCONNECTIONS TO MECHANICAL EQUIPMENT AS REQUIRED BY LOCAL CODEAND AUTHORITIES. BACKFLOW PREVENTORS ARE TO BE LOCATED WITH A
PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOPON ALL PIPING SYSTEMS CROSSING BUILDING EXPANSION JOINTS.
THE CONSTRUCTION PROFESSIONAL SHALL COORDINATE ELECTRICAL CHARACTERISTICS ANDREQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND THE ELECTRICALCONSTRUCTION PROFESSIONAL, AND SHALL FURNISH EQUIPMENT WIRED FOR THEVOLTAGES SHOWN THEREIN.
ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUMSPACES SHALL MEET CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY.
ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUMPERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE.
ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRESTOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIERPRODUCTS SHALL BE AS MANUFACTURED BY 3M COMPANY, CP25 CAULK, CS195COMPOSITE PANEL, FS195 WRAP/SRINK, TREMCO, HILTI, METACAULK, NELSON,
APPLICATIONS, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS.ALSO, REFER TO DIVISION 7 - THERMAL AND MOISTURE PROTECTION.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
STAINLESS STEEL BOX AND FRAME INTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, ANDBASIS FOR DESIGN: JAY R. SMITH FIG. 5509-QT NON FREEZE 3/4" CAST BRONZE HYDRANT WITH RECESSED
SIZED IN ACCORDANCE WITH WALL THICKNESS.
NFWH-WALL HYDRANT-EXTERIOR
CAST IRON GRATE WITH INTEGRAL 4" FUNNEL, SPEEDI-SET OUTLET CONNECTION.BASIS FOR DESIGN: JAY R. SMITH FIG. 3715 SERIES CAST IRON 12" DIAMETER DRAIN WITH SEDIMENT BUCKET,FD "M" -FLOOR DRAINS-GENERAL PURPOSE/MECHANICAL ROOM
18. ALL VENT THRU ROOF PENETRATIONS SHALL BE ROUTED TO TERMINATE AT THELEAST VISIBLE LOCATION FROM THE ENTRY VIEW.
BASIS FOR DESIGN: JAY R. SMITH FIG. 5609-QT NON FREEZE 3/4" CAST BRONZE EXPOSED HYDRANTINTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, AND
NFHB-HOSEBIBB-EXTERIOR
SIZED IN ACCORDANCE WITH WALL THICKNESS.
POSITION AT ALL FLUSH VALVES, WASHING MACHINE SUPPLIES, DISHWASHERS, PRV STATIONS,
IN ACCORDANCE WITH PDI STANDARD WH-201.
AND OTHER QUICK CLOSING VALVES, SOLENOIDS AND PLUMBING FIXTURES. LOCATE ANDSIZE AS INDICATED ON DRAWINGS. WHERE NOT SHOWN ON DRAWINGS, LOCATE AND SIZE
BASIS FOR DESIGN: P.P.P. SYSTEM RATED PLUS SERIES COPPER WATER HAMMER ARRESTORS. INSTALL IN AN UPRIGHTWATER HAMMER ARRESTORS
MINIMUM OF 1'-0" CLEARANCE AT THE LOWEST POINT AND AT NO MORE THAN 5'-0"ABOVE FLOOR AT THE HIGHEST POINT OF THE DEVICE.
OR PSS 7900 SERIES SYSTEMS AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR
PROVIDE FR-12 SERIES IN ALL FIRE RATED WALLS.
BASIS FOR DESIGN: JAY R. SMITH FIG. 5560-QTH: NON FREEZE 3/4" CAST BRONZE RECESSED BOXWITH HW/CW HYDRANTS WITH INTEGRAL VACUUM BREAKER.
NFWH-HW/CW
TP TRAP PRIMER
WALL HYDRANT/NON-FREEZE WALL HYDRANT
VTR
WH/NFWH
YCO
WCO
UP
V
---
VENT THRU ROOF
YARD CLEANOUT
WALL CLEANOUT
PIPING TURNING UP
VENT PIPING
UNION
EMERGENCY RAIN LEADER
COMBINATION WASTE & VENT
SOIL, WASTE PIPING (BELOW GROUND)
SOIL, WASTE PIPING (ABOVE GROUND)
HOSE BIBB/NON-FREEZE HOSE BIBB
REDUCED PRESSURE BACKFLOW PREVENTOR
PRESSURE REDUCING VALVE
HOT WATER RETURN PIPING
GAS PIPING - MEDIUM PRESSURE
EMERGENCY ROOF DRAIN
COLD WATER PIPINGCW
HD HUB DRAIN
ST
S
S
PD
ST
S,W
S,W
RPBP
RD
PRV
STORM DRAINAGE PIPING
ROOF DRAIN
---
PD
HWR
HW
PUMPED DISCHARGE
P-TRAP
HOT WATER PIPING
MG
G
ERL
CWV
HB/NFHB
H.C.
GV
MG
G
HANDICAPPED
GATE/BALL VALVE
GAS PIPING - LOW PRESSURE
FD
FCO
ERL
ERD
DN
CWV
FLOOR DRAIN
FLOOR CLEANOUT
PIPING TURNING DOWN
CD
CA
SYMBOL
COMPRESSED AIR
CONDENSATE DRAIN
CV
CD
B/F
B/G
CA
B/C
CHECK VALVE
BELOW COUNTER
BELOW GRADE
BELOW FLOOR
A/P
AFG
AFF
A/F
ABBREVIATION
A/C
AD
ACCESS PANEL
ABOVE FINISHED GRADE
ABOVE FINISHED FLOOR
ABOVE FLOOR
ABOVE CEILING
AREA DRAIN
DESCRIPTION
PLUMBING LEGEND
SA SHOCK ABSORBER
HOT WATER RETURN BALANCING VALVEBV
MINIMUM SIZE UTILITY TO FIXTURE
FIXTURE SCHEDULE
URINAL
WATER CLOSET - PUBLICWC-1/WC-1H
MOP SINKMS-1
URL-1/URL-1H
FIXTURE # FIXTURE TYPE
4"
3"
2"
1/2"
---
WASTECONNECTION
--- 1/2"
1/2"
3/4"
ELECTRIC WATER COOLEREWC-1 1-1/2" 1/2" 1/2"
3. ALL UNITS SHALL MEET ASHRAE 90.1-2007 AND ALL LOCAL CODE REQUIREMENTS.2. PROVIDE GATE/BALL VALVES WITH UNIONS AND DIELECTRIC FITTINGS ON WATER INLET AND OUTLET CONNECTIONS.
NOTES:
1. PROVIDE T&P RELIEF VALVE AND VACUUM RELIEF VALVE
WATER HEATER SCHEDULE
SYMBOL LOCATION/
GALLONS
STORAGECAPACITY REC./TEMP. RISE
GPHMODEL NO.
NOTESTEMPERATURE
OUTLETGAS CRITERIA
FLUESIZEINPUT
BTU
4. DESIGN BASIS: A. O. SMITH CUSTOM Xi SERIES
LAVATORY - PUBLICL-1/L-1H 1-1/4" 1/2" 1/2"
WHE-1 MECHANICAL 1525/ 61/100° 140°F 1-4----
LAVATORY - WALL-HUNGL-2H 1-1/4" 1/2" 1/2"
120
BREAK ROOM SINKBRS-1 1-1/2" 1/2" 1/2"
HOT WATERSUPPLY
COLD WATERSUPPLY
EMERGENCY EYEWASH (EW-1):WALL MOUNTED, STAINLESS STEEL BOWL. EYEWASH SHALL INCLUDE TWO SPRAY HEADS ONON SUPPLY ARMS. BASIS FOR DESIGN: GUARDIAN MODEL G1814.
S-1 1/2"MEETING ROOM SINK 1-1/2" 1/2" 1/2"
DSE-120
NOTES:
PUMP SCHEDULE
SYMBOL NOTESSERVICE/LOCATION
TYPE FLOW(GPM) (PSI/FT)
HEAD RPM HP
1. BASIS OF DESIGN: BELL & GOSSETT NBF-33.
1INLINEMECHANICAL 1525DOMESTIC HWR/HWRP-1 3.54/94.5 1725 1/8
TIME OF DAY OF TEST
UPON AWARD OF THE CONTRACT, THE FIRE PROTECTION CONTRACTOR
SHALL PERFORM A FLOW TEST ON THE TWO HYDRANTS NEAREST THE SITE
THE FOLLOWING WATER PRESSURE/FLOW DATA WAS OBTAINED FROM:
AND FORWARD THE TEST DATA TO THE ENGINEER AND ARCHITECT
FLOW TEST DATA SCHEDULE
62 PSI
55 PSI
N/A
1,100 GPM
RESIDUAL PRESSURE
STATIC PRESSURE
LOCATION OF TEST HYDRANT
ELEVATION OF TEST HYDRANT
DATE OF TEST
FLOW (GPM)
N/A
N/A
STATESBORO WATER DEPARTMENT
N/A
HS-1 LAB HAND SINK 1-1/2" 1/2" 1/2"
NOTES:
AIR COMPRESSOR SCHEDULE
SYMBOL
1
NOTESLOCATION TANK SIZE CAPACITY
120 GALLONSMECHANICAL 1525AC-1/2 24.1 SCFM AT 125 PSI
1. BASIS OF DESIGN: RECIPROCATING AIR COMPRESSOR, INGERSOLL RAND 2-2475E7.5-P TYPE 30.
*LISTED MANUFACTURERS ARE BASIS FOR DESIGN
OUTLET CONNECTION, CAST IRON DOME.BASIS FOR DESIGN: JAY R. SMITH FIG. 1080-Y C.I. BODY WITH 2" HIGH WATER DAM AND CAST IRON, NO HUBERD-EMERGENCY ROOF DRAIN
CONNECTION, CAST IRON DOME.CAST IRON, ADJUSTABLE EXTENSION TO SUIT INSULATION THICKNESS, NO HUB OUTLETBASIS FOR DESIGN: JAY R. SMITH FIG. 1015-Y-RC. C.I. BODY WITH FLASHING CLAMP AND SUMP RECEIVER CLAMP,RD-ROOF DRAINS-INSULATED ROOF
BASIS FOR DESIGN: JAY R. SMITH FIG. 1770, WALL MOUNTED CAST IRON BODY AND FLANGE, NICKEL BRONZE FINISHDOWNSPOUT NOZZLE
LAB HAND SINK(HS-1):WALL MOUNTED SINGLE BOWL LAB HAND SINK WITH DECK MOUNTED GOOSE NECK FAUCET,1-1/2" P-TRAP, & P-TRAP INSULATION KIT. BASIS FOR DESIGN: ADVANCE TABCO 7-PS-75
THERMAL EXPANSION TANKS
TAG
ELECTRICAL CRITERIA
INPUTKW
15
NOTES:
1. BASIS OF DESIGN: AMTROL. ACCEPTABLE MANUFACTURERS: WATTS, WESSELS
MANUFACTURER &MODEL NO.
ET-1 AMTROL MODEL# ST-12C
CONNECTION SIZE
¾" NPT
MAX WORKINGPRESSURE TANK VOLUME
ACCEPTANCEFACTOR
0.56.4 GAL150 PSIG
THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECTSAND MAY NOT BE REPRODUCED OR USE WITHOUT THEIR WRITTEN
AUTHORIZATION AND PERMISSION.COPYRIGHT © 2016 COLLINS COOPER CARUSI ARCHITECTS, INC.
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SHEET TITLE
RELEASED FOR CONSTRUCTION
OGEECHEE TECHNICAL COLLEGE
PLANT OPERATIONS AND WORKFORCE
TRAINING CENTER
TCSG-330
One Joseph E. Kennedy BlvdStatesboro, GA 30458
Project Number : 16002.00REVISION/SUBMISSION
SD SUBMITTAL - 11.28.16
DD SUBMITTAL - 01.11.17
CD SUBMITTAL - 03.22.17
DRG RESPONSES - 05.04.17
DRG RESPONSES - 06.16.17
ISSUE FOR BID - 07.17.17NOTES, LEGENDS, SCHEDULES
- PLUMBING
P-001Project Number -
Drawn By - Checked By -
Jordan & SkalaEngineers
6069 South Ft. Apache Rd., ● Suite 100Las Vegas, NV 89148
p. 702.362.5111 ● f. 702.362.5554
1610287DA EE
*DRAWINGLIST‐PLUMBING
SHEETNUMBER SHEETNAMEP-001 NOTES, LEGENDS, SCHEDULES - PLUMBINGP-002 DETAILS - PLUMBINGP-101 FLOOR PLAN - NORTH WING - PLUMBINGP-102 FLOOR PLAN - SOUTH WING - PLUMBINGP-103 ROOF PLAN - NORTH WING - PLUMBINGP-104 ROOF PLAN - SOUTH WING - PLUMBINGP-110 ENLARGED PLANS - PLUMBING
THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECTSAND MAY NOT BE REPRODUCED OR USE WITHOUT THEIR WRITTEN
AUTHORIZATION AND PERMISSION.COPYRIGHT © 2016 COLLINS COOPER CARUSI ARCHITECTS, INC.
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SHEET TITLE
RELEASED FOR CONSTRUCTION
OGEECHEE TECHNICAL COLLEGE
PLANT OPERATIONS AND WORKFORCE
TRAINING CENTER
TCSG-330
One Joseph E. Kennedy BlvdStatesboro, GA 30458
Project Number : 16002.00REVISION/SUBMISSION
SD SUBMITTAL - 11.28.16
DD SUBMITTAL - 01.11.17
CD SUBMITTAL - 03.22.17
DRG RESPONSES - 05.04.17
DRG RESPONSES - 06.16.17
ISSUE FOR BID - 07.17.17DETAILS - PLUMBING
P-002Project Number -
Drawn By - Checked By -
Jordan & SkalaEngineers
6069 South Ft. Apache Rd., ● Suite 100Las Vegas, NV 89148
p. 702.362.5111 ● f. 702.362.5554
1610287DA EE
DEMONSTRATION LAB
1516
LAB STRG. PARTNERS
1517
LAB STRG.
1518
COMPUTER LAB
1512
OFFICE
1513
OFFICE
1511
LAB
1514
VESTIBULE
1543
NORTH CORRIDOR
1540
LAB STRG
1515
LAB STRG 2
1510
LAB
1509
CLASSROOM
1504
CLASSROOM
1507
OFFICE
1508
CLASSROOM
1506
CLASSROOM
1503
OFFICE
1505
CLASSROOM
1501
MEETING ROOM
1502
LOBBY
1500
MEN'S RR
1519
WOMEN'S RR
1520
BREAK ROOM
1522
DATA
1521
ELEC.
1524
MECHANICAL
1525
OFFICE
1529
FAMILY RR
1523
VESTIBULE
1541
3" DOMESTICSERVICE B/F &UP. SEE CIVILFOR CONT.
6" FIRE SERVICEB/F & UP. SEECIVIL FOR CONT.
P-1102
P-1103
P-1101
4"SAN B/G @ 1.0%I.E. 5.00 BFF SEE CIVILFOR CONTINUATION
CA
SAN SAN
CA CA
4"4"
LAB (1516)/FUTURE USEUTILITY CONNECTIONS:4" SAN1¼" CW/HW (IF EMERGENCYSHOWER/EYEWASH REQUIRED)1" COMPRESSED AIRPROVIDE ¾"HB IN LAB
LAB (1514)/FUTURE USEUTILITY CONNECTIONS:4" SAN,1¼" CW/HW (IF EMERGENCYSHOWER/EYEWASH REQUIRED),1" COMPRESSED AIRPROVIDE ¾"HB IN LAB
LAB (1509)/FUTURE USEUTILITY CONNECTIONS:4" SAN1¼" CW/HW (IF EMERGENCYSHOWER/EYEWASH REQUIRED)1" COMPRESSED AIRPROVIDE ¾"HB IN LAB
SAN4"
CA
SA
N
4"
4"
3"
4"
3"
6"
4"
2"
¾"
SA
NC
A
1¼"
½"
CA
¾"
WCO
4"
SA
N
4"
IM-1
BRS-1
2"W DN2"V UP
½" HW &CW DN
EW-1
4"VTR
EW-1
2"W DN2"V UP
1/2"HW & CWW/ MIXINGVALVE
2"W DN2"V UP
½"HW & CWW/ MIXINGVALVE
S-12"W DN2"V UP
½" HW &CW DN
4"ST UP(1400 SF)
4"ST UP(1300 SF)6"ST DN(4300 SF)
6"ST B/G @ 1.0%I.E. 3.00 BFF SEE CIVILFOR CONTINUATION
4"ST UP(700 SF)
3"ST UP(600 SF)
4"ST B/G @ 1.0%I.E. 3.00 BFF SEE CIVILFOR CONTINUATION
4"ST UP(900 SF)
4"ST UP(1500 SF)
4"ST UP(1000 SF)
3"ST UP(600 SF)4"ST UP
(800 SF)
6"ST B/G @ 1.0%I.E. 3.00 BFF SEE CIVILFOR CONTINUATION
6"ST DN(4800 SF)
4"ST DN(1300 SF)
½"HW &CW DN
REFER TO ARCHITECTURE/INTERIOR DWGS FOR EXACTLOCATION OF HAND SINK
HS-1
½"HW & CW
REFER TOARCHITECTURE/INTERIOR DWGSFOR EXACTLOCATION OFHAND SINK
HS-1EW-1
2"W DN,2"V UP
½"HW & CWW/ MIXINGVALVE
½"HW & CW
REFER TOARCHITECTURE/INTERIOR DWGSFOR EXACTLOCATION OFHAND SINK
HS-1
4"EST UP(800 SF)
3"EST UP(600 SF) 4"EST UP
(1000 SF)
6"EST DN(4800 SF)
6"EST (4800 SF).DISCHARGE 12"AFF WITHDOWNSPOUT NOZZLE.
4"EST UP(1500 SF)
4"EST UP(900 SF)
4"EST UP(700 SF)
3"EST UP(600 SF)
4"EST DN(1300 SF)
4"EST (1300 SF).DISCHARGE 12"AFF WITHDOWNSPOUT NOZZLE.
4"EST UP(1400 SF)
4"EST UP(1300 SF)
6"EST DN(4300 SF)
6"EST (4300 SF).DISCHARGE 12"AFF WITHDOWNSPOUT NOZZLE.
NOTE:FINAL PROGRAM FOR LAB SPACES HAS NOT BEENFINALIZED. COORDINATE FINAL MEPREQUIREMENTS INCLUDING ITEMS SUCH ASEXHAUST FANS & COMPRESSED AIR CONNECTIONSWITH USER GROUP SELECTED TO UTILIZE SPACE.
4"
4"
4"
4"6"
6" 4"
4"
4"
4"
4" 6"
6"6"
3"
2"
3"
4"
4"4"2" 3" 4"
6" 6"
6"
½"
3"
2"
½"
1¼"
½"
¾"1¼" ¾"
1¼"
1¼" ¾" 1¼" ¾" 1¼" ¾"
1¼"
¾"
1¼"
¾"
2"
4"FD 'M'W/TP
4"
4"SAN
4"
3"W DN2"V UP3"HD
W/TP
HWRBALANCINGVALVE (2.5 GPM)
¾"
1½"
¾"
CA
THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECTSAND MAY NOT BE REPRODUCED OR USE WITHOUT THEIR WRITTEN
AUTHORIZATION AND PERMISSION.COPYRIGHT © 2016 COLLINS COOPER CARUSI ARCHITECTS, INC.
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6112
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11/1
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SHEET TITLE
RELEASED FOR CONSTRUCTION
OGEECHEE TECHNICAL COLLEGE
PLANT OPERATIONS AND WORKFORCE
TRAINING CENTER
TCSG-330
One Joseph E. Kennedy BlvdStatesboro, GA 30458
Project Number : 16002.00REVISION/SUBMISSION
SD SUBMITTAL - 11.28.16
DD SUBMITTAL - 01.11.17
CD SUBMITTAL - 03.22.17
DRG RESPONSES - 05.04.17
DRG RESPONSES - 06.16.17
ISSUE FOR BID - 07.17.17FLOOR PLAN - NORTH WING -
PLUMBING
P-101
SCALE:NORTH 0 2 4 84 8 168 16 321 2 45 10 20
1/8" = 1'-0"1 FLOOR PLAN - NORTH WING - PLUMBING
Project Number -
Drawn By - Checked By -
Jordan & SkalaEngineers
6069 South Ft. Apache Rd., ● Suite 100Las Vegas, NV 89148
p. 702.362.5111 ● f. 702.362.5554
1610287DA EE
LAB STRG 2
1510
BREAK ROOM
1522
DATA
1521
ELEC.
1524
MECHANICAL
1525
OFFICE
1529
FAMILY RR
1523
CUST.
1526
SOUTH CORRIDOR
1516
PLAN AND KEY ROOM
1527
MAIL ROOM
1531
OFFICE
1532
CUST.
1533
CONDITIONED AREA
1534
WET STRG
1538
DRY STRG
1539
VESTIBULE
1542
OFFICE
1536
WORKSHOP
1537
SHIPPING AND RECEIVING
1530
WORK ROOM
1528
OFFICE
1535
3" DOMESTICSERVICE B/F &UP. SEE CIVILFOR CONT.
6" FIRE SERVICEB/F & UP. SEECIVIL FOR CONT.
P-1103
P-1101
CA
4"
4"
3"
6"
SA
NC
AS
AN
1¼"
½"
CA
CA
3"
3"
4"
4"
4"
4"
4"FD 'M'W/TP
¾"
WORKSHOP (1537)UTILITY CONNECTIONS:4" SAN,1¼" CW/HW TO EMERGENCYSHOWER/EYEWASHAND HOSE REEL,1" COMPRESSED AIR
HB
3"FD 'M'W/TP
IM-1
BRS-1
3"W DN2"V UP
½" HW &CW DN
MS-1
2"W DN2"V UP
½" HW &CW DN
MS-1
EWC-1
2"W DN2"V UP
1/2"CW
IM-1
BRS-1
2"W DN2"V UP
1/2" HW& CW
4"ST UP(1100 SF)
4"ST UP(1700 SF)
4"ST UP(1600 SF)
6"ST B/G @ 1.0%I.E. 3.00 BFF SEE CIVILFOR CONTINUATION
6"ST DN(2800 SF)
NFWH
¾"CW DN
¾"CW DN
4"EST UP(1100 SF)
4"EST UP(1700 SF)
6"EST DN(2800 SF)
6"EST (2800 SF).DISCHARGE12"AFF WITHDOWNSPOUTNOZZLE.
4"EST UP(1600 SF)
4"EST UP(1400 SF)
3"
6"6"
4"4"
2"
½"
½"
½"
2"
½"
¾"
2"
¾"
¾"
½"
2"
2"
4" 4"
4"
6"
2"
3"
2"
3"
2"
3"
3"
6"
1¼"
¾"
2"
1¼"
¾"
1¼"
¾"
4"FD 'M'W/TP
4"FD 'M'W/TP
4"FD 'M'W/TP
4"
2"
4"
SANSAN
SAN4"
HWR BALANCINGVALVE (2.0 GPM)
¾"
½"
¾"
HWRBALANCINGVALVE (2.5 GPM)
HWRBALANCINGVALVE (1.0 GPM)
HWRBALANCINGVALVE (1.0 GPM)
¾"
1½"
THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECTSAND MAY NOT BE REPRODUCED OR USE WITHOUT THEIR WRITTEN
AUTHORIZATION AND PERMISSION.COPYRIGHT © 2016 COLLINS COOPER CARUSI ARCHITECTS, INC.
/Vol
umes
/CC
CA
-dat
a/P
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2016
/160
02.0
0 -
Oge
eche
e P
lant
Ope
ratio
ns &
Wor
kfor
ce T
rain
ing
Cen
ter/
Des
ign/
Arc
hiC
ad/1
6112
7-O
geec
hee
Tec
h .p
ln -
11/1
4/16
SHEET TITLE
RELEASED FOR CONSTRUCTION
OGEECHEE TECHNICAL COLLEGE
PLANT OPERATIONS AND WORKFORCE
TRAINING CENTER
TCSG-330
One Joseph E. Kennedy BlvdStatesboro, GA 30458
Project Number : 16002.00REVISION/SUBMISSION
SD SUBMITTAL - 11.28.16
DD SUBMITTAL - 01.11.17
CD SUBMITTAL - 03.22.17
DRG RESPONSES - 05.04.17
DRG RESPONSES - 06.16.17
ISSUE FOR BID - 07.17.17FLOOR PLAN - SOUTH WING -
PLUMBING
P-102
SCALE:NORTH 0 2 4 84 8 168 16 321 2 45 10 20
1/8" = 1'-0"1 FLOOR PLAN - SOUTH WING - PLUMBING
Project Number -
Drawn By - Checked By -
Jordan & SkalaEngineers
6069 South Ft. Apache Rd., ● Suite 100Las Vegas, NV 89148
p. 702.362.5111 ● f. 702.362.5554
1610287DA EE
4"RD(900 SF)
4"RD(1500 SF)
4"RD(1000 SF)
3"RD(600 SF)
4"RD(800 SF)
4"ERD(800 SF)
3"ERD(600 SF) 4"ERD
(1000 SF)
4"ERD(1500 SF)
4"ERD(900 SF)
4"RD(700 SF)
3"RD(600 SF)
4"ERD(700 SF)
3"ERD(600 SF)
4"RD(1400 SF)
4"RD(1300 SF)
4"ERD(1400 SF)
4"ERD(1300 SF)
THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECTSAND MAY NOT BE REPRODUCED OR USE WITHOUT THEIR WRITTEN
AUTHORIZATION AND PERMISSION.COPYRIGHT © 2016 COLLINS COOPER CARUSI ARCHITECTS, INC.
/Vol
umes
/CC
CA
-dat
a/P
roje
cts/
2016
/160
02.0
0 -
Oge
eche
e P
lant
Ope
ratio
ns &
Wor
kfor
ce T
rain
ing
Cen
ter/
Des
ign/
Arc
hiC
ad/1
6112
7-O
geec
hee
Tec
h .p
ln -
11/1
4/16
SHEET TITLE
RELEASED FOR CONSTRUCTION
OGEECHEE TECHNICAL COLLEGE
PLANT OPERATIONS AND WORKFORCE
TRAINING CENTER
TCSG-330
One Joseph E. Kennedy BlvdStatesboro, GA 30458
Project Number : 16002.00REVISION/SUBMISSION
SD SUBMITTAL - 11.28.16
DD SUBMITTAL - 01.11.17
CD SUBMITTAL - 03.22.17
DRG RESPONSES - 05.04.17
DRG RESPONSES - 06.16.17
ISSUE FOR BID - 07.17.17ROOF PLAN - NORTH WING -
PLUMBING
P-103
SCALE:NORTH 0 2 4 84 8 168 16 321 2 45 10 20
1/8" = 1'-0"1 ROOF PLAN - NORTH WING - PLUMBING
Project Number -
Drawn By - Checked By -
Jordan & SkalaEngineers
6069 South Ft. Apache Rd., ● Suite 100Las Vegas, NV 89148
p. 702.362.5111 ● f. 702.362.5554
1610287DA EE
4"RD(1400 SF)
4"ERD(1400 SF)
4"RD(1100 SF)
4"RD(1700 SF)
4"RD(1600 SF)
4"ERD(1100 SF)
4"ERD(1700 SF)
4"ERD(1600 SF)
THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECTSAND MAY NOT BE REPRODUCED OR USE WITHOUT THEIR WRITTEN
AUTHORIZATION AND PERMISSION.COPYRIGHT © 2016 COLLINS COOPER CARUSI ARCHITECTS, INC.
/Vol
umes
/CC
CA
-dat
a/P
roje
cts/
2016
/160
02.0
0 -
Oge
eche
e P
lant
Ope
ratio
ns &
Wor
kfor
ce T
rain
ing
Cen
ter/
Des
ign/
Arc
hiC
ad/1
6112
7-O
geec
hee
Tec
h .p
ln -
11/1
4/16
SHEET TITLE
RELEASED FOR CONSTRUCTION
OGEECHEE TECHNICAL COLLEGE
PLANT OPERATIONS AND WORKFORCE
TRAINING CENTER
TCSG-330
One Joseph E. Kennedy BlvdStatesboro, GA 30458
Project Number : 16002.00REVISION/SUBMISSION
SD SUBMITTAL - 11.28.16
DD SUBMITTAL - 01.11.17
CD SUBMITTAL - 03.22.17
DRG RESPONSES - 05.04.17
DRG RESPONSES - 06.16.17
ISSUE FOR BID - 07.17.17ROOF PLAN - SOUTH WING -
PLUMBING
P-104
SCALE:NORTH 0 2 4 84 8 168 16 321 2 45 10 20
1/8" = 1'-0"1 ROOF PLAN - SOUTH WING - PLUMBING
Project Number -
Drawn By - Checked By -
Jordan & SkalaEngineers
6069 South Ft. Apache Rd., ● Suite 100Las Vegas, NV 89148
p. 702.362.5111 ● f. 702.362.5554
1610287DA EE
HWRP 1
TMV-1
WHE-1:1½" INLET/OUTLET,RUN T&P FULL SIZETO FLOOR DRAIN
3" DOMESTIC SERVICEB/F & UP W/ BACKFLOWPREVENTER INSTALLEDIN THE VERTICAL. SEECIVIL FOR CONT.
6" FIRE SERVICEB/F & UP W/ BACKFLOWPREVENTER INSTALLEDIN THE VERTICAL. SEECIVIL FOR CONT.
AIR COMPRESSORPUMPS (AC-1/2)
AIR COMPRESSORINTAKE
4"FD 'M'W/TP
COMPRESSED AIRLINE ROUTEDTO WORK SHOPAND LABS
¾"CW W/RPBP TOMECHANICAL MAKE-UPWATER CONNECTION. SEEMECH. DWGS FOR CONT.
3"
6"
6" FIRE LINETO BUILDINGSPRINKLER SYSTEM
4"FD 'M'W/TP
4"FD 'M'W/TP
1½"
2½"
4"
4"
4"
WC-1 WC-1 WC-1 WC-1
WC-1 WC-1 WC-1H
WC-1H
URL-1HURL-1
EWC-1
L-1 L-1H
L-1 L-1H
WC-1/WC-1H: 4"S,2"V, 1"CW
¾"CW A/C & DNIN WALL. EXTEND½"CW/HW TOEACH LAV.
2"CW A/C & DNIN CHASE TO2" HEADER. EXTEND1"CW TO EACH WC.
URL-1/URL-1H: 2"S,2"V, ¾"CW
L-1/L-1H: 2"W,2"V, ½"CW/HW
2"W DN,2"V UP (TYP.)
EWC-1: 2"W,2"V, ½"CW
2"
¾"¾"
2"
½"
4"SAN DN,2"V UP (TYP.)
4"
2"W DN,2"V UP (TYP.)
4"4"4"
L-1
L-1
3"FD"G"W/TP
3"FD"G"W/TP
3"
3"
WC-1H
L-2H
L-2H: 2"W,2"V, ½"CW/HW
1¼"
½"
WC-1/WC-1H: 4"S,2"V, 1"CW
2"W DN,2"V UP (TYP.)
4"SAN DN,2"V UP (TYP.)
1"
4"
3"FD"G"W/TP
THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ARCHITECTSAND MAY NOT BE REPRODUCED OR USE WITHOUT THEIR WRITTEN
AUTHORIZATION AND PERMISSION.COPYRIGHT © 2016 COLLINS COOPER CARUSI ARCHITECTS, INC.
/Vol
umes
/CC
CA
-dat
a/P
roje
cts/
2016
/160
02.0
0 -
Oge
eche
e P
lant
Ope
ratio
ns &
Wor
kfor
ce T
rain
ing
Cen
ter/
Des
ign/
Arc
hiC
ad/1
6112
7-O
geec
hee
Tec
h .p
ln -
11/1
4/16
SHEET TITLE
RELEASED FOR CONSTRUCTION
OGEECHEE TECHNICAL COLLEGE
PLANT OPERATIONS AND WORKFORCE
TRAINING CENTER
TCSG-330
One Joseph E. Kennedy BlvdStatesboro, GA 30458
Project Number : 16002.00REVISION/SUBMISSION
SD SUBMITTAL - 11.28.16
DD SUBMITTAL - 01.11.17
CD SUBMITTAL - 03.22.17
DRG RESPONSES - 05.04.17
DRG RESPONSES - 06.16.17
ISSUE FOR BID - 07.17.17ENLARGED PLANS - PLUMBING
P-110
SCALE:0 2 4 84 8 168 16 321 2 45 10 20
1/4" = 1'-0"1 ENLARGED MECHANICAL ROOM (1525) - PLUMBING
SCALE:0 2 4 84 8 168 16 321 2 45 10 20
1/4" = 1'-0"2 ENLARGED MEN'S RR (1519)/WOMEN'S RR (1520) - PLUMBING
SCALE:0 2 4 84 8 168 16 321 2 45 10 20
1/4" = 1'-0"3 ENLARGED FAMILY RR (1523) - PLUMBING
Project Number -
Drawn By - Checked By -
Jordan & SkalaEngineers
6069 South Ft. Apache Rd., ● Suite 100Las Vegas, NV 89148
p. 702.362.5111 ● f. 702.362.5554
1610287DA EE