florida license number 05371 p: 850-438 ... - green-simmons
TRANSCRIPT
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SHEET NOTE
HOT WATER RETURN PIPING
HOSE BIBB (HB) ORWALL HYDRANT (WH)
FLOOR CLEANOUT
FLOOR DRAIN
CLEANOUT TO GRADE
VENT THRU ROOF
FD
COTG
VTR
UNION
FCO
SANITARY PIPING
COLD WATER SUPPLY PIPING
HOT WATER SUPPLY PIPING
VENT PIPING
G GAS PIPING
LEGEND
1
ABBREVIATIONS GENERAL NOTES
ADAAFF
BFP
CFHCFMCFUCOCOACCONCCOTGCW
DFDFUDIADN
EL OR ELEVEWC
FCOFDFSFTFV
GALVGPFGPMGWH
HBHDHFUHWHWR
INV
MECH
NCNGNO
PSI
SSHSKSS
TLTTYP
U
VVTR
WW/WCWCOWHWHA
AMERICANS WITH DISABILITIES ACTABOVE FINISH FLOOR
BACKFLOW PREVENTER
CUBIC FEET PER HOURCUBIC FEET PER MINUTECOLD WATER FIXTURE UNITSCLEANOUTCLEANOUT ABOVE CEILINGCONCRETECLEANOUT TO GRADECOLD WATER
DRINKING FOUNTAINDRAINAGE FIXTURE UNITSDIAMETERDOWN
ELEVATIONELECTRICAL WATER COOLER
FLOOR CLEANOUTFLOOR DRAINFLOW SWITCHFOOT OR FEETFLUSH VALVE
GALVANIZEDGALLONS PER FLUSHGALLONS PER MINUTEGAS WATER HEATER
HOSE BIBBHUB DRAINHOT WATER FIXTURE UNITSHOT WATERHOT WATER RETURN
INVERT
MECHANICAL
NORMALLY CLOSEDNATURAL GASNORMALLY OPEN
POUNDS PER SQUARE INCH
SANITARYSHOWERSINKSTAINLESS STEEL
TOILETTYPICAL
URINAL
VENTVENT THROUGH ROOF
WASTEWITHWATER CLOSET (TOILET)WALL CLEANOUTWALL HYDRANTWATER HAMMER ARRESTOR
1. PLUMBING CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, SIZES, AND CONNECTION LOCATIONS BEFORE ANY PIPECUTTING IS COMMENCED.
2. THE PIPING SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL ARRANGE WORK IN A NEAT ANDORDERLY MANNER. THE PLUMBING CONTRACTOR SHALL MAKE ANY OFFSETS, TRANSITIONS, AND OTHER MINORADJUSTMENTS AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM INSTALLATION. COORDINATE ALL PIPING WITHDUCTWORK SHOP DRAWINGS. ROUTE PIPING AS REQUIRED TO AVOID CONFLICTS.
3. PRIOR TO START OF ANY WORK, COORDINATE SANITARY SEWER AND POTABLE WATER PIPING WITH CIVIL DRAWINGS. FIELDVERIFY PIPE INVERTS PRIOR TO LAYING OUT SANITARY SEWER PIPING.
4. CONTRACTOR SHALL PROVIDE ALL TEMPORARY OR PERMANENT CAPS FOR PIPING. CONTRACTOR SHALL NOT LEAVE PIPINGOPEN ENDED.
5. DRAWINGS SHOW GENERAL SIZE AND APPROXIMATE LOCATIONS. THE DRAWINGS ARE INTENDED TO SHOW THE GENERALARRANGEMENT OF THE UTILITY SYSTEM. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONNECTIONS SIZE, LOCATION,DEPTH. THE CONTRACTOR SHALL INSTALL ALL SYSTEMS ACCORDING TO THE ACTUAL FIELD CONDITIONS FOUND. ANYPLUMBING SYSTEM COMPONENT INSTALLED INCORRECTLY DUE TO FIELD CONDITIONS SHALL BE REMOVED AND INSTALLEDCORRECTLY AT THE EXPENSE OF THE CONTRACTOR.
6. REFER TO RISERS FOR SIZES NOT INDICATED ON PLAN VIEWS. RISERS ARE DIAGRAMMATIC AND ARE NOT INTENDED TOINDICATE ALL OFFSETS, BENDS, FITTINGS, ETC.
7. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS, FITTINGS, APPURTENANCES, ETC. AS NECESSARY FOR INSTALLATIONAND OPERATION OF OWNER FURNISHED EQUIPMENT.
8. INSTALL ALL EQUIPMENT AND PIPING PER MANUFACTURERS REQUIREMENTS AND TO MANUFACTURERS RECOMMENDEDCLEARANCES.
9. ALL TRAP PRIMERS AND DOMESTIC WATER ISOLATION VALVES SHALL BE ACCESSIBLE. ISOLATION VALVES SHALL BE OF THEQUARTER TURN BALL TYPE.
10. PROVIDE ACCESS DOORS/PANELS IN NON ACCESSIBLE WALLS AND CEILINGS FOR ALL VALVES, SHOCK ABSORBERS, AND ALLOTHER ITEMS THAT REQUIRE ACCESS FOR PROPER MAINTENANCE. COORDINATE COLOR AND INSTALLATION OF ACCESSDOORS WITH ARCHITECTURAL.
11. BALL VALVES SHALL BE PROVIDED ON ALL WATER BRANCH LINES TO ALL EQUIPMENT, HOSE BIBBS, AND RISER TAKE-OFFS.12. THE CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS OF BUILDING WITHOUT PRIOR CONSENT OF STRUCTURAL
ENGINEER.13. DO NOT MOUNT DISCONNECT SWITCHES ON PLUMBING EQUIPMENT EXCEPT AS RECOMMENDED BY MANUFACTURER.14. PLUMBING CONTRACTOR TO COORDINATE WITH OTHER TRADES AS REQUIRED FOR INSTALLATION OF EQUIPMENT AND ANY
OTHER PLUMBING ITEMS.15. ALL PENETRATIONS OF FIREWALLS, CEILINGS, FLOORS, ETC. FOR PIPING SHALL BE UL LISTED FIRESTOPS AND SHALL BE
INSTALLED AS PER MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO SHALL OBTAIN MANUFACTURER SHOPDRAWINGS AT JOBSITE FOR ALL PENETRATIONS.
16. ALL (VTR'S) VENT THRU ROOF PENETRATIONS INDICATED ON PLANS ARE PRELIMINARY. FINAL LOCATIONS SHALL BECOORDINATED WITH ALL TRADES. ALL VTR'S SHALL BE A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKE OPENINGS
17. CONTRACTOR SHALL PROVIDE GENERAL WARRANTY FOR WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINALCOMPLETION.
18. REFER TO SPECIFICATIONS FOR EQUIPMENT IDENITIFICIATION.19. PROVIDE ESCUTCHEON PLATES FOR ALL WALL PIPING PENETRATIONS.20. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS, FITTINGS, APPURTENANCES, ETC. AS NECESSARY FOR INSTALLATION
AND OPERATION OF OWNER FURNISHED EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.21. COMPLY WITH SPECIFICATIONS FOR PIPE SLEEVES, HANGER SELECTIONS, AND APPLICATIONS.22. REFER TO SPECIFICATIONS FOR PIPE INSULATION AND JACKETING REQUIREMENTS.23. ENGAGE A FACTORY AUTHORIZED SERVICE REPRESENTATIVE TO PERFORM START-UP SERVICES AND TO TRAIN OWNER'S
MAINTENANCE PERSONNEL TO ADJUST, OPERATE AND MAINTAIN EQUIPMENT.24. ALL ITEMS PROJECTING THROUGH ROOF SHALL BE FLASHED AND COUNTER-FLASHED A MINIMUM OF 12" AND SHALL BE
PAINTED TO MATCH ROOF COLOR. PROVIDE APPROVED SEALS AT ALL ROOF PENETRATIONS.25. PROVIDE PREFABRICATED WATER HAMMER ARRESTOR AT EACH NEW BATHROOM GROUP ON HOT AND COLD WATER
PIPING.26. PROVIDE VACUUM BREAKERS AT FIXTURES WITH HOSE THREAD CONNECTIONS.27. PROVIDE DIELECTRIC UNIONS AT ALL DISSIMILAR METAL PIPE CONNECTIONS.28. UNDER SLAB SOIL, WASTE AND VENT PIPING PASSING TO UNDERSIDE OR THROUGH FOUNDATION FOOTING, WALL OR GRADE
BEAM SHALL BE PROVIDED WITH A RELIEVING ARCH OR PIPE SLEEVE 2 (TWO) PIPE SIZES GREATER THAN PIPE SIZEINDICATED ON PLANS. COORDINATE FINAL PIPE ROUTING AND LAYOUT WITH STRUCTURAL DRAWINGS.
29. SEE TOILET ROOM ELEVATIONS ON ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHT.30. COORDINATE EXACT LOCATION OF ALL EXTERIOR WALL HYDRANTS WITH MASONRY COURSING.31. PRIOR TO SUBSTANTIAL COMPLETION OF NEW WORK AREAS, CONTRACTOR SHALL HAVE SANITARY PLUMBING SYSTEM
CLEARED OF DEBRIS OR ANY MATTER THAT WOULD INTERFERE OR PREVENT ADEQUATE CONVEYANCE OF MATERIALSFROM MOVING THROUGH AND TERMINATING INTO BUILDING OR PUBLIC DISPOSAL FACILITIES.
32. COORDINATE FLOOR DRAIN LOCATIONS IN GANG TOILET ROOMS WITH ARCHITECTURAL.33. PROVIDE BASE CLEANOUT AT LOWEST FLOOR LEVEL ON ALL SANITARY STACKS & WASTE STACKS. EXACT LOCATION OF ALL
CLEANOUTS MUST BE COORDINATED AND APPROVED PRIOR TO INSTALLATION.34. ALL COMPONENTS OF PLUMBING SYSTEMS ARE TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.35. WATER LINES FOR ICE MAKERS AND REFRIGERATORS SHALL BE BRAIDED STAINLESS STEEL.36. CONTRACTOR SHALL DEVELOP AND SUBMIT COORDINATION DRAWINGS WHICH IDENTIFY AND RESOLVE POTENTIAL
CONFLICTS BETWEEN PLUMBING WORK, STRUCTURAL, FIRE SPRINKLER, HVAC DUCTWORK, AND ELECTRICAL SYSTEMS.37. ALL PIPING PASSING THROUGH A SECURED WALL OR FLOOR SHALL BE INSTALLED AS REQUIRED PER UFC 4-010-05. REFER
TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THE SECURE PERIMETER.38. PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS. CONTRACTOR SHALL CONNECT TO NEAREST POTABLE WATER SUPPLY
WITHIN VICINITY.39. ALL WORK SHALL COMPLY WITH THE FOLLOWING AGENCIES:• 2012 INTERNATIONAL BUILDING CODE• 2012 INTERNATIONAL PLUMBING CODE• NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)• AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE)• ALL APPLICABLE LOCAL CODES, ORDINANCES, AND THE AUTHORITY HAVING JURISDICTION
1 NOT TO SCALEDETAIL
WATER HAMMER ARRESTOR
EQUIPMENT TAG
DRAWING DESCRIPTION
GATE VALVE
BALL VALVE
BUTTERFLY VALVE
SWING CHECK VALVE
SPRING CHECK VALVE
PRESSURE REDUCING VALVE
PRESSURE RELIEF VALVE. PIPEFULL SIZE DISCHARGE TO FLOOR DRAIN.
UNION
GLOBE VALVE
THERMAL EXPANSION VALVE
ANGLE VALVE
SOLENOID VALVE
FLEXIBLE PIPE CONNECTOR
STRAINER WITH BLOW DOWN GATE VALVE FULLSIZE OF STRAINER AND 3/4" HOSE ENDCONNECTION WITH CAP
ELBOW TURN UP
ELBOW TURN DOWN
CONNECTION, BOTTOM
CONNECTION, TOP
PIPE SIZE TRANSITION
PRV
EF1
CLEANOUT ABOVE CEILING
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
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M
)METERS SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION (AWWA) C700 AND MEET THE FOLLOWING CRITERIA:1. POSITIVE DISPLACEMENT, OSCILLATING PISTON, OR OSCILLATING DISC TYPE.2. MAGNETIC DRIVE WITH MAGNETIC SHIELDING.3. STRAIGHT READING SEALED REGISTER GRADUATED IN GALLONS.4. ALL BRONZE SPLIT CASE.5. INTEGRAL STRAINER.6. THREADED ENDS.7. WITH PULSE SWITCH INITIATOR.8. WATER METER SHALL BE LOCATED IN THE MECHANICAL ROOM. IF CONDITIONS REQUIRE AN ALTERNATE LOCATION, THE LOCATION SHALL BE APPROVED PRIOR TO INSTALLATION BY THE CONTRACTING OFFICER.WATER METERS MUST BE CAPABLE OF ACCURATELY MEASURING AND HANDLING WATER AT PRESSURE, TEMPERATURES, AND FLOW RATES ENCOUNTERED. THE PULSE INITIATOR WILL PROVIDE THE MAXIMUM NUMBER OF PULSES, UP TO 500 PER MINUTE, OBTAINABLE FROM THE MANUFACTURER; AND NOT LESS THAN 1 PULSE PER 100 GALLONS.WATER METERS SHALL BE CAPABLE OF PROVIDING PULSE OR DIGITAL SIGNALS FOR REMOTE READOUT. WATER METERS SHALL BE COMPATIBLE WITH THE EXISTING WIRELESS SENSUS FLEXNET ADVANCED METERING INFRASTRUCTURE (FLEXNET) SYSTEM TO INCLUDE THE EXISTING FLEXNET TOWER GATEWAY BASE STATION, REGIONAL NETWORK INTERFACE SYSTEM COMPONENTS AND SET TO THE APPROVED SYSTEM OPERATING FREQUENCY PROVIDED BY BASE PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR PROGRAMMING THE METER AND ENSURING IT IS COMMUNICATING WITH THE FLEXNET SYSTEM.
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GAS METER AND REGULATOR NOTES1. GAS METER SHALL BE TO MIL SPEC MIL-M-18294, STYLE B, WITHOUT RESETTABLE COUNTER. GAS
METERS MUST BE CAPABLE OF PROVIDING PULSE OR DIGITAL SIGNALS FOR REMOTE READOUT.GAS METERS SHALL BE COMPATIBLE WITH THE EXISTING WIRELESS SENSUS FLEXNETADVANCED METERING INFRASTRUCTURE (FLEXNET) SYSTEM TO INCLUDE THE EXISTINGFLEXNET TOWER GATEWAY BASE STATION, REGIONAL NETWORK INTERFACE SYSTEMCOMPONENTS AND SET TO THE APPROVED SYSTEM OPERATING FREQUENCY PROVIDED BYBASE PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR PROGRAMMING THE METER ANDENSURING IT IS COMMUNICATING WITH THE FLEXNET SYSTEM. PULSE SWITCH INITIATORS WILLPROVIDE THE MAXIMUM NUMBER OF PULSES PER 2.83 CUBIC METERS (100 CUBIC FEET).METERS WILL BE CALIBRATED AND HAVE LOCAL READOUT CAPABILITY IN VOLUMETRIC UNITS OF100 CUBIC FEET. METER SHALL BE PIPE MOUNTED AND SHALL BE SUITABLE FOR GAS PRESSURE,TEMPERATURE, AND FLOW RATE. METERS ARE TO BE DIRECT READING WITHOUT HAVING TOAPPLY A MULTIPLICATION FACTOR.
2. THE CONTRACTOR SHALL PROVIDE AND INSTALL A GAS METER BY-PASS HARNESS TO ENSURECONTINUOUS GAS FLOW FROM THE UTILITY RISER TO THE BUILDING NATURAL GASDISTRIBUTION PIPING WHEN THE METER IS REMOVED FOR FUTURE MAINTENANCE ANDCALIBRATION. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCALCODES AND STANDARDS.
3. REGULATOR SHALL BE SIZED FOR PRESSURE, TEMPERATURE AND FLOW RATE AS REQUIRED BYLOCAL GAS VENDOR. BODY OF PRESSURE REGULATORS SHALL BE STEEL.
4. METER, BY-PASS HARNESS, AND REGULATOR SHALL CONFORM TO THE REQUIREMENTS OFOKALOOSA GAS DISTRICT, THE LOCAL GAS VENDOR.
WATER METER NOTES1. METERS SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION (AWWA) C700 AND MEET
THE FOLLOWING CRITERIA:1. POSITIVE DISPLACEMENT, OSCILLATING PISTON, OR OSCILLATING DISC TYPE.2. MAGNETIC DRIVE WITH MAGNETIC SHIELDING.3. STRAIGHT READING SEALED REGISTER GRADUATED IN GALLONS.4. ALL BRONZE SPLIT CASE.5. INTEGRAL STRAINER.6. THREADED ENDS.7. WITH PULSE SWITCH INITIATOR.8. WATER METER SHALL BE LOCATED IN THE MECHANICAL ROOM. IF CONDITIONS REQUIRE ANALTERNATE LOCATION, THE LOCATION SHALL BE APPROVED PRIOR TO INSTALLATION BY THECONTRACTING OFFICER.
2. WATER METERS MUST BE CAPABLE OF ACCURATELY MEASURING AND HANDLING WATER ATPRESSURE, TEMPERATURES, AND FLOW RATES ENCOUNTERED. THE PULSE INITIATOR WILLPROVIDE THE MAXIMUM NUMBER OF PULSES, UP TO 500 PER MINUTE, OBTAINABLE FROM THEMANUFACTURER; AND NOT LESS THAN 1 PULSE PER 100 GALLONS.
3. WATER METERS SHALL BE CAPABLE OF PROVIDING PULSE OR DIGITAL SIGNALS FOR REMOTEREADOUT. WATER METERS SHALL BE COMPATIBLE WITH THE EXISTING WIRELESS SENSUSFLEXNET ADVANCED METERING INFRASTRUCTURE (FLEXNET) SYSTEM TO INCLUDE THEEXISTING FLEXNET TOWER GATEWAY BASE STATION, REGIONAL NETWORK INTERFACE SYSTEMCOMPONENTS AND SET TO THE APPROVED SYSTEM OPERATING FREQUENCY PROVIDED BYBASE PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR PROGRAMMING THE METER ANDENSURING IT IS COMMUNICATING WITH THE FLEXNET SYSTEM.
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S
. AR
MY
CO
RPS
OF
ENG
INEE
RS
DES
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ED B
Y:
BULL
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TIC
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NATURAL GAS DEMANDEQUIPMENT DEMAND (CFH) QTY. DEMAND (CFH)
TOTAL (CFH)
BOILER 1500 1 1500GAS WATER HEATER 120 1 120
1620
M
BRONZE BODY HOSE BIBB, BRONZE BODY, MANUAL VALVE, 3X” IP FEMALE INLET, 3X” MALE HOSE CONNECTION, CHROME FINISH, ANTI-SIPHON, NON-REMOVABLE VACUUM BREAKER. MOUNT AT 3'-6" A.F.F.
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PLUMBING FIXTURE SCHEDULE
MARK
FIXTURE CONNECTIONS
FIXTURE NAMEMFR BASISOF DESIGN DESCRIPTION
WASTE CW HW
IN IN IN
P-1 WATER CLOSET AMERICANSTANDARD
VITREOUS CHINA, ELONGATED, FLOOR-MOUNTED, 15" HEIGHT. PROVIDE WITH SELF CLEANING MANUAL 1.28GPFFLUSH VALVE, WHITE OPEN-FRONT SEAT WITHOUT COVER, AND WITH STAINLESS STEEL SELF SUSTAINING CHECKHINGES. PROVIDE ALL APPURTENANCES FOR A COMPLETE AND FUCTIONING INSTALLATION.
3 1 -
P-1A WATER CLOSET(ADA)
AMERICANSTANDARD
VITREOUS CHINA, ELONGATED, FLOOR-MOUNTED, ADA HEIGHT. PROVIDE WITH SELF CLEANING MANUAL 1.28GPFFLUSH VALVE, WHITE OPEN-FRONT SEAT WITHOUT COVER, AND WITH STAINLESS STEEL SELF SUSTAINING CHECKHINGES. PROVIDE ALL APPURTENANCES FOR A COMPLETE AND FUCTIONING INSTALLATION. INSTALL INACCORDANCE TO ADA GUIDELINES.
3 1 -
P-2 URINAL AMERICANSTANDARD
VITREOUS CHINA, WALL-MOUNTED WITH CARRIER, TOP SPUD AND FLUSHING RIM. PROVIDE WITH SELF CLEANINGMANUAL 0.125 GPF FLUSH VALVE. PROVIDE WITH ALL APPURTENANCES FOR A COMPLETE AND FUNCTIONINGINSTALLATION. MOUNTING HEIGHT SHALL BE PER IBC REQUIREMENTS.
2 3/4 -
P-2A URINAL (ADA) AMERICANSTANDARD
VITREOUS CHINA, WALL-MOUNTED WITH CARRIER, TOP SPUD AND FLUSHING RIM. PROVIDE WITH SELF CLEANINGMANUAL 0.125 GPF FLUSH VALVE. PROVIDE WITH ALL APPURTENANCES FOR A COMPLETE AND FUNCTIONINGINSTALLATION. INSTALL IN ACCORDANCE TO ADA GUIDELINES. MOUNTING HEIGHT SHALL BE PER ADAREQUIREMENTS.
2 3/4 -
P-3UNDERCOUNTER
MOUNT LAVATORY(ADA)
AMERICANSTANDARD
19” X 15” VITREOUS CHINA, OVAL UNDER COUNTER MOUNT LAVATORY WITH REAR OVERFLOW. PROVIDE WITHCHROME PLATED CAST SPOUT .5 GPM METERING TAP (PUSH BUTTON) FAUCET. PROVIDE WITH GRID STRAINER,P-TRAP, STOPS WITH FLEX SUPPLIES. PROVIDE WITH ADA COMPLIANT UNDERSINK PROTECTION INSULATION KIT.MOUNTING HEIGHT SHALL BE PER IBC REQUIREMENTS. PROVIDE WITH POINT OF USE MIXING VALVE. PROVIDE ALLAPPURTENANCES FOR A COMPLETE AND FUCTIONING INSTALLATION.
1 1/2 1/2 1/2
P-4 MOP SINK FIAT; ZURN
PRECAST TERRAZZO 36"x36"x12" CORNER MOP SINK MADE OF MARBLE CHIPS CAST IN PORTLAND CEMENT.PROVIDE WITH ROUGH CHROME PLATED CAST BRASS 8" SINK FAUCET, QUARTER TURN CERAMIC DISCCARTRIDGES, INTEGRAL SERVICE STOPS, VACUUM BREAKER, 3/4" HOSE THREADED OUTLET, PAIL HOOK ANDADJUSTABLE WALL BRACE.
3 1/2 1/2
P-5 BREAK ROOM SINK(SINGLE BOWL) ELKAY
22" x19", 16 GAUGE SINGLE COMPARTMENT, 6" BOWL DEPTH, COUNTERMOUNT, STAINLESS STEEL, SATIN FINISHAND SOUND DEADENING MATERIAL ON SIDES AND BOTTOM. PROVIDE 0.5 GPM TOP MOUNT, SWIVEL SPOUT, LESSSPRAY, STRAINERS WITH REMOVABLE CRUMB CUPS AND STOPPERS. SINK DRILLINGS SHALL ACCOMMODATEFITTING INSTALLATION ONLY, NO OTHER CAPPED OPENINGS SHALL BE ALLOWED. PROVIDE WITH ALLAPPURTENANCES AS NECESSARY. PROVIDE WITH REVERSE OSMOSIS INLINE WATER FILTER.
1 1/2 1/2 1/2
P-6 WATER COOLER(ADA) ELKAY
SELF CONTAINED, BI-LEVEL, ELECTRIC REFRIGERATED, PERFORATED STAINLESS STEEL SCREENING. PROVIDEWITH BOTTLE FILLING STATION. PROVIDE WITH WALL MOUNTING FRAME. PUSH BUTTTON ACTIVATION AND WATERFILTER. FIXTURE SHALL MEET ADA GUIDELINES AND SHALL BE LEAD FREE DESIGN. 120V/60 Hz/1 PH. 5.0 FLA.COORDINATE POWER REQUIREMENTS WITH ELECTRICAL. MOUNTING HEIGHT TO BE PER IBC AND ADAREQUIREMENTS.
1 1/2 3/8 -
P-7 ICE MAKER BOX GUY GRAY
RECESSED METAL WALL BOX WITH WHITE POWDER FINISH, COMPLETE WITH QUARTER TURN VALVE WITH 1/2"SWEAT CONNECTION, SHALL BE LEAD FREE AND COMPLY WITH ASME A112.18.1. MOUNT AT 36" A.F.F. MOUNT AT 36"A.F.F., PROVIDE WITH INLINE REVERSE OSMOSIS WATER FILTER. COORDINATE MOUNTING HEIGHT WITHARCHTECTURAL.
- 1/2 -
P-8 LAVATORY AMERICANSTANDARD
VITREOUS CHINA, WALL MOUNTED, 20"x18", FRONT OVERFLOW. PROVIDE WITH CONCEALED ARM CARRIER.PROVIDE WITH CHROME PLATED CAST SPOUT .5 GPM METERING TAP (PUSH BUTTON) FAUCET. PROVIDE WITHGRID STRAINER, P-TRAP, STOPS WITH FLEX SUPPLIES. PROVIDE WITH ADA COMPLIANT UNDERSINK PROTECTIONINSULATION KIT. MOUNTING HEIGHT SHALL BE PER IBC REQUIREMENTS. PROVIDE WITH POINT OF USE MIXINGVALVE. PROVIDE ALL APPURTENANCES FOR A COMPLETE AND FUCTIONING INSTALLATION.
2 1/2 1/2
MV MIXING VALVE LEONARD
FACTORY ASSEMBLED AND TESTED THERMOSTATIC MIXING VALVE. PROVIDE WITH ADJUSTABLE HIGH TEMP LIMITSTOP AT 110 DEG F, WALL SUPPORT, OUTLET BALL VALVE, LOCKING TEMP REGULATOR HANDLES, COLOR CODEDDIAL THERMOMETER, 1 GPM MINIMUM FLOW, WITH MAXIMUM SYSTEM PRESSURE DROP OF 10 PSI AT 10 GPM.INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
- 3/4 3/4
FD FLOOR DRAIN ZURNDEEP SEAL, TRAP PRIMER (CONNECT TO NEAREST CW SUPPLY WITH BALL VALVE SHUT-OFF). PROVIDE INSIDECAULK BOTTOM OUTLET OR TY-SEAL HUB OUTLET WITH ADAPTOR FOR TRAP INSTALLATION. PROVIDE CLAMPINGRINGS FOR FLOORS WITH MEMBRANE.
3 1/2 -
HB HOSE BIBB WOODFORD BRONZE BODY HOSE BIBB, BRONZE BODY, MANUAL VALVE, ¾” IP FEMALE INLET, ¾” MALE HOSE CONNECTION,CHROME FINISH, ANTI-SIPHON, NON-REMOVABLE VACUUM BREAKER. MOUNT AT 3'-6" A.F.F. - 3/4 -
HD HUB DRAIN ZURN DURA COATED CAST IRON BODY, BOTTOM OUTLET. SEEPLANS - -
WH WALL HYDRANT WOODFORD FREEZELESS TYPE, CAST BRONZE, VACUUM BREAKER, LOCKING SHIELD AND REMOVABLE TEE-HANDLE. MOUNT AT3'-6" A.F.F. - 3/4 -
BFP BACKFLOWPREVENTER ZURN
REDUCED PRESSURE PRINCIPLE ASSEMBLY, ASSE LISTED, UL CLASSIFIED, LEAD FREE, AWWA COMPLIANT, 175 PSIWORKING PRESSURE. PROVIDE WITH STRAINER. PRESSURE LOSS THROUGH BFP SHALL NOT EXCEED 13 PSI AT120 GPM.
- 3 -
NOTES:
1. WATER SUPPLY TAPPING TO EACH FIXTURE SHALL BE FULL SIZE.
2. PROVIDE WATER HAMMER ARRESTORS ON HOT & COLD WATER SUPPLY BRANCHES SERVING SINGULAR,
MULTIPLE OR GROUPS OF PLUMBING FIXTURES. ADHERENCE TO THE PLUMBING AND DRAINAGE INSTITUTESTANDARD P.D.I.-WH201 (PER SPECIFICATIONS) SHALL BE EMPLOYED IN DETERMINING PROPER SIZE,
SELECTION, PLACEMENT, LOCATION AND INSTALLATION OF ARRESTORS.
3. MOUNT PLUMBING FIXTURES LABELED "HANDICAP" IN ACCORDANCE WITH ADA REQUIREMENTS.
COORDINATE WITH ARCHITECTURAL DRAWINGS.4. PROVIDE HOT WATER TO FIXTURES WHERE INDICATED.
5. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL.
6. PROVIDE FIXTURES WITH ALL APPURTENANCES AS NECESSARY FOR A COMPLETE INSTALLATION.
NATURAL GAS WATER HEATER SCHEDULE
MARK
PERFORMANCE DATA ELECTRICAL DATA
STORAGECAPACITY (GAL) EFFICIENCY
INPUT RATING(MBH)
RECOVERY @100°F RISE
(GPH)
MAX GASPRESSURE
(IN.W.G.) VOLTS PHASE Hz
GWH-1 60 95% 120 173 10 115 1 60
NOTES:
1. PROVIDE WITH AUTOMATIC GAS VALVES, REDUNDANT SOLENOID GAS VALVE, GAS PRESSURE REGULATOR.
2. PROVIDE CSA CERTIFIED AND ASME RATED P&T RELIEF VALVE, DRAIN VALVE AND DRAFT REGULATOR.
3. PROVIDE WITH MODULATING GAS BURNER.
4. RATED FOR ASME WORKING PRESSURE OF 150 PSI, AND STAMPED NATIONAL BOARD, AND LISTED BY UNDERWRITERS LABORATORIES.
5. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL.
6. ON-BOARD GRAPHIC CONTROLS SHALL INCLUDE: GRAPHIC USER INTERFACE, HIGH TEMPERATURE LIMIT CONTROL (MANUAL RESET),
UPPER AND LOWER THERMOSTATS, COMBINATION TEMPERATURE AND PRESSURE GAUGE, LOW WATER CUTOFF.
7. THE HEATER SHALL BE INSULATED WITH FOAM INSULATION.
8. ALL INTERNAL SURFACES OF THE HEATER EXPOSED TO WATER SHALL BE GLASS-LINED.
9. GAS TRAIN SHALL BE CAPABLE OF ACCOMMODATING 2 PSI DELIVERY TO WATER HEATER BURNER.
10. HEATER TANK SHALL BE PROVIDED WITH A 5 YEAR PARTS AND LABOR WARRANTY.
11. PROVIDE FACTORY INSTALLED TRAP, CONDENSATE NEUTRALIZER KIT, AND 4" PVC CONCENTRIC VENT KIT PER MFR RECOMMENDATIONS.
12. MEETS THERMAL EFFICIENCY AND/OR STANDBY LOSS REQUIREMENTS OF THE U.S. DEPARTMENT OF ENERGY AND CURRENT
EDITION OF ASHRAE 90.1.
13. PROVIDE DRAIN PAN UNDER UNIT. ROUTE DRAIN TO FLOOR DRAIN IN MECHANICAL ROOM.
14. BASIS OF DESIGN IS AO SMITH.
RECIRCULATING PUMP SCHEDULE
MARK SERVICE TYPE
PERFORMANCE DATA ELECTRICAL DATA
CAPACITY -GPM
PUMP HEAD(FT. W.C.) MIN. EFF (%)
MAX. SPEED(RPM) MIN. HP VOLTS PHASE Hz
CP-1 GWH-1 IL 7.0 25.0 50% 1,760 1/8 120 1 60
NOTES:
1. IL - INLINE
2. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL.
3. MATERIAL OF CONSTRUCTION SHALL BE BRONZE.
4. PROVIDE WITH AQUASTAT.
5. BASIS OF DESIGN IS TACO.
WATER HAMMER ARRESTOR SCHEDULE
P.D.I. SIZE FIXTURE UNITS SIZETYPE/MODEL NUMBER
(WROUGHT COPPER SHELL) NOTES
A 1-11 1/2" 75001-S 1,2
B 12-32 3/4" 75002-S 1,2
C 33-60 1" 75003-S 1,2
NOTES:
1. REPRESENTS PLUMBING AND DRAINAGE INSTITUTE "STANDARD P.D.I.-WH 201".
2. REPRESENTS ARRESTOR TYPE AND ASSOCIATED MODEL NUMBER DERIVED FROM JOSAM CO.(SHOCK ABSORBERS, WROUGHT COPPER SHELL) AND IS USED AS A STANDARD FOR HELPING
DETERMINE PROPER SELECTION FROM OTHER MANUFACTURERS EQUALLY COMPETENT IN THE
FABRICATION OF AND USING THE SIZING METHOD ESTABLISHED IN ACCORDANCE WITHPLUMBING DRAINAGE INSTITUTE (P.D.I.).
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
A
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US Army Corps ofEngineers ®Mobile District
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P-111
MUS Army Corps of Engineers ® Mobile District
1 2 3 4 5
GENERAL NOTE SHEET NOTES(D(?) PROVIDE SUBMERSIBLE ELEVATOR SUMP PUMP
SIMILAR TO ZOELLER MODEL 153, 50 GPM @ 20 FT HEAD, 1/2HP, 115V/1PH/60HZ, CAST IRON CONSTRUCTION WITH POWDER COATED FINISH, AND STAINLESS STEEL FITTINGS . PROVIDE WITH HIGH WATER AND OIL SENSING ALARMS, ALARM PANEL, AUDIBLE AND LIGHT ALARMS WITH DRY CONTACTS, AND PLUG IN POWER CORD. COORDINATE POWER REQUIREMENTS WITH ELECTRICAL. ROUTE 2" PIPE TO HUB DRAIN. SEE DETAIL 7 ON SHEET P401.
1. ALL PIPING PASSING THROUGH A SECURED WALL OR FLOOR SHALL BE INSTALLED AS REQUIRED PER UFC 4-010-05. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THE SECURE PERIMETER. REFER TO DETAIL 1 ON SHEET P-401.
2" HUB DRAINS PROVIDED FOR MECHANICAL UNIT CONDENSATE COLLECTION. COORDINATE WITH MECHANICAL. SCHMIDT
CONSULTING-GROUP,INC.
© SUMP PUMP ALARM PANEL. TIE INTO DDC SYSTEM FOR ALARMING AT UMCS CONSOLE. ALARM CONTACTS SHALL INCLUDE PUMP RUNNING AND OIL PRESSURE. COODINATE WITH ELECTRICAL. POWER FOR PANEL TO BE TIED INTO THE UPS.
MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIAL
FLORIDA LICENSE NUMBER05371 901 W. Garden St. Pensacola. FL 325
P: 8504 38-0050 F: 8504 32-8631
WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080
02
DSC G PROJECT: 2015-176
© PROVIDE 4" SCH. 40 PVC PIPE THROUGH WALL AND CAP. SEE DETAIL 3 ON SHEET P-403. PIPE PENETRATION TO BE LOCATED BELOW RAISED FLOOR.(I) 2" HUB DRAINS (HD) PROVIDED FOR GFGI IN RACK
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PROVIDE 4" SCH. 40 PVC PIPE THROUGH WALL AND CAP.SEE DETAIL 3 ON SHEET P-403. PIPE PENETRATION TO BELOCATED BELOW RAISED FLOOR.
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CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
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SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
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SHEETIDENTIFICATION
P-112
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1 2 3 4 5
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OR FLOOR SHALL BE INSTALLED AS REQUIRED PER UFC 4-010-05. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF THE SECURE PERIMETER. REFER TO DETAIL 1 ON SHEET P-401.
CONTINUES DOWN TO FIRST FLOOR. SEE SHEET Pill FOR CONTINUATION. CONSULTING-GROUP,INC.
MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIAL(I) 2" HUB DRAINS PROVIDED FOR MECHANICAL
UNIT CONDENSATE COLLECTION. COORDINATE WITH MECHANICAL.
FLORIDA LICENSE NUMBER05371 901 W. Garden St. Pensacola. FL 325
P: 8504 38-0050 F: 8504 32-8631
WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080
02
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REFER TO MECHANICAL SHEET M505. COORDINATE MAKE-UP CONNECTION LOCATION WITH MECHANICAL. REFER TO DETAIL 1 ON SHEET P403.
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c<D PROVIDE 3/4" WATER LINE WITH SHUT OFF VALVE FOR COFFEE
MACHINE.ENLARGED WATER PLANENLARGED WATER PLAN ENLARGED WATER PLAN (5) ROUTE 1" MAKEUP UP WATER TO HEATING HOT WATER SYSTEM.
REFER TO MECHANICAL SHEET M506. COORDINATE MAKE-UP CONNECTION LOCATION WITH MECHANICAL. REFER TO DETAIL 1 ON SHEET P403.
© MECHANICAL EQUIPMENT SHOWN FOR COORDINATION ONLY.
© SEE DETAIL 4 ON SHEET P401 FOR BFP INSTALLATION.
© SEE DETAIL 1 ON SHEET P402.
1 2 3
P-201 1/4"= 1'~0" P-201 1/4"= 1'-0" P-201 1/4"= 1'-0"
FROM HUB DRAINS. ROUTE TO FLOOR DRAIN WITH INTEGRAL FUNNEL. PROVIDE AIR GAP.
5 5 UP TO SECOND FLOORFCO FCO 3"VTRP-6O \s 2"V CONTINUES
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WOMEN'SX■1 G-
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2"V 2"V3"SAN CONTINUES DOWN FROM SECOND FLOOR ,
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P-201 1/4"= r-o" P-201 1/4"= r-o" P-201 1/4"= r-o"
O'4' 4' 8'
SHEETIDENTIFICATIONSCALE: 1/4"=1'-0"
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P-6
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P-1
P-1
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P-1
P-1
P-7
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1/2"CW1/2"HW
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ROUTE INTAKE AND EXHAUST TOSIDEWALL CONCENTRICTERMINATION. INSTALL PER MFRRECOMMENDATIONS.
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CONNECT 1-1/2" CW TOWATER HEATER.
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CW
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WOMEN'S118
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4"SAN CONTINUES UP TOSECOND FLOOR
2"V CONTINUESUP TO SECONDFLOOR
4" 4" 4"
2"V4"SAN
4"
2"V CONTINUES UP TOSECOND FLOOR
2"V4"SAN
2"V4"SAN
2"V4"SAN
4"
3"
3"SAN CONTINUES DOWNFROM SECOND FLOOR
WCO3"SAN CONTINUESDOWN FROMSECOND FLOOR
VENT OFFSET IN VERTICALTO MAKE ROOM FORWATER PIPING
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WOMEN'S218
MEN'S2194"
3"
P-6
P-3
P-3
P-3 P-5
4"SAN CONTINUES DOWN TOFIRST FLOOR.
3"SAN CONTINUES DOWN TOFIRST FLOOR.
3"SAN CONTINUES DOWN TOFIRST FLOOR.
2"V3"SAN
2"V4"SAN
2"V3"SAN
P-2
VENT OFFSET IN VERTICALTO MAKE ROOM FORWATER PIPING
3"VTR
3"VTR
2"VTR
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WCO
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COORDINATEWITH FIRE
RISER.G
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4"4"
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WH
6
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121
5
6
6
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COORDINATE WITHFIRE RISER
AREA RESERVEDFOR FIRE RISER
2"
7
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PROVIDE 4" FD WITHINTEGRAL FUNNEL
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S
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P201
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P-201 1/4" = 1'-0"
1 ENLARGED WATER PLANP-201 1/4" = 1'-0"
2 ENLARGED WATER PLANP-201 1/4" = 1'-0"
3
ENLARGEDWATER PLAN
P-201 1/4" = 1'-0"
4 ENLARGED SANITARY PLANP-201 1/4" = 1'-0"
5 ENLARGED SANITARY PLANP-201 1/4" = 1'-0"
6 ENLARGED MECHANICAL ROOM
SHEET NOTESCONNECT GAS PIPING TO BOILER. COORDINATE WITHMECHANICAL. SEE GAS TRAIN DETAIL ON MECHANICAL SHEET M-506.
ROUTE 1" MAKEUP UP WATER TO CHILLED WATER SYSTEM.REFER TO MECHANICAL SHEET M505. COORDINATE MAKE-UPCONNECTION LOCATION WITH MECHANICAL. REFER TO DETAIL 1ON SHEET P403.
TURBINE TYPE WATER METER LOCATED INSIDE MECHANICALROOM. METER SHALL MEET THE MOST RECENT REVISION OFAWWA STANDARD C701 CLASS II STANDARDS AND SHALL BECONSTRUCTED OF LEAD-FREE BRONZE ALLOY. METER SHALLCOMPLY WITH THE LEAD-FREE PROVISIONS OF THE SAFEDRINKING WATER ACT. METER SHALL BE CERTIFIED TO NSF/ANSISTANDARDS 61 AND 372. PROVIDE REMOTE READOUT ONEXTERIOR WALL OF MECHANICAL ROOM, READOUT SHALL BE INGALLONS. WATER METER SHALL BE PROVIDED WITH PULSEOUTPUT FOR INTEGRATION AND MONITORING THROUGH THEFACILITIES DDC SYSTEM FOR REMOTE MONITORING. REFER TONOTES ON SHEET P002.
PROVIDE 3/4" WATER LINE WITH SHUT OFF VALVE FOR COFFEEMACHINE.
ROUTE 1" MAKEUP UP WATER TO HEATING HOT WATER SYSTEM.REFER TO MECHANICAL SHEET M506. COORDINATE MAKE-UPCONNECTION LOCATION WITH MECHANICAL. REFER TO DETAIL 1ON SHEET P403.
MECHANICAL EQUIPMENT SHOWN FOR COORDINATION ONLY.
SEE DETAIL 4 ON SHEET P401 FOR BFP INSTALLATION.
SEE DETAIL 1 ON SHEET P402.
1
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2"
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FD WITH INTEGRALFUNNEL
2"
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S
. AR
MY
CO
RPS
OF
ENG
INEE
RS
DES
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ED B
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BULL
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TIC
E AS
SOCI
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201
7
P301
ES13
.DW
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W91
278-
17-R
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0
NOT TO SCALEP-301
1 SANITARY RISER DIAGRAM
GENERAL NOTES1. PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS AND INDIRECT WASTE
RECEPTORS. CONNECT TO NEAREST POTABLE WATER SUPPLY WITHINVICINITY.
SEE CIVIL FORCONTINUATION
NOT TO SCALEP-301
2 OVERALL SANITARY RISER
1P-301
COAC
COAC
COAC
COAC
COAC
COAC
COAC
COAC
COAC
COAC
COAC
COAC
COAC
COAC
SIDEWALL VENTTERMINATION
SIDEWALL VENTTERMINATION
SIDEWALL VENTTERMINATION
COAC
COAC
( GENERAL NOTES )1. PROVIDE WATER HAMMER ARRESTERS ON
HOT AND COLD WATER SUPPLY BRANCHES SERVING SINGULAR, MULTIPLE, OR GROUPS OF PLUMBING FIXTURES. ADHERENCE TO THE PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I.-WH201 (PER SPECIFICATIONS) SHALL BE EMPLOYED IN THE DETERMINING PROPER SIZE, SLECTION,
PLACEMENT, LOCATION AND INSTALLATION OF ARRESTERS.
2. OFFSETS IN PIPING ARE REPRESENTATIVE OF WHERE PIPE OFFSETS MAY BE REQUIRED TO AVOID DUCTWORK. ACTUAL PIPE OFFSET
LOCATOINS MAY DIFFER.
<2> CONNECT GAS LINE TO BOILER. COORDINATE
WITH PROVIDED MECHANICAL EQUIPMENT.
<2> CONNECT 1/2" WATER LINE TO COMPUTER ROOM
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CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
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SHEET NOTES1 CONNECT GAS LINE TO BOILER. COORDINATE
WITH PROVIDED MECHANICAL EQUIPMENT.
CONNECT 1/2" WATER LINE TO COMPUTER ROOMUNIT.
CONNECT 1" WATER LINE TO CHILLED WATERSYSTEM.
CONNECT 1" WATER LINE TO HEATING HOT WATERSYSTEM.
2
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GENERAL NOTES1. PROVIDE WATER HAMMER ARRESTERS ON
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2. OFFSETS IN PIPING ARE REPRESENTATIVE OFWHERE PIPE OFFSETS MAY BE REQUIRED TOAVOID DUCTWORK. ACTUAL PIPE OFFSETLOCATOINS MAY DIFFER.
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CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
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CONTINUES DOWN TO FIRST FLOOR.2
1
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2
2
1
2
GENERAL NOTES1. PROVIDE WATER HAMMER ARRESTERS ON
HOT AND COLD WATER SUPPLY BRANCHESSERVING SINGULAR, MULTIPLE, OR GROUPSOF PLUMBING FIXTURES. ADHERENCE TO THEPLUMBING AND DRAINAGE INSTITUTESTANDARD P.D.I.-WH201 (PERSPECIFICATIONS) SHALL BE EMPLOYED INTHE DETERMINING PROPER SIZE, SLECTION,PLACEMENT, LOCATION AND INSTALLATIONOF ARRESTERS.
2. OFFSETS IN PIPING ARE REPRESENTATIVE OFWHERE PIPE OFFSETS MAY BE REQUIRED TOAVOID DUCTWORK. ACTUAL PIPE OFFSETLOCATOINS MAY DIFFER.
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(T) A FOUNDATION MAY BE REQUIRED IN VERY POOR SOIL CONDITIONS.
<T> BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. IN DRY SOIL CONDITIONS, CLASS II OR III MATERIAL SHALL BE HAND PLACED IN 4-6", LIGHTLY COMPACTED UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. IN WET CONDITIONS, CLASS I, II OR III MATERIAL SHALL BE HAND PLACED, 4-6", UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. WHEN UTILIZING CLASS I MATERIAL, SUFFICIENT AMOUNTS OF CLASS II OR III MATERIAL SHALL BE ADDED TO FILL ALL VOIDS CREATED BY THE USE OF CLASS I MATERIAL.
(3) HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. CLASS II OR IIIMATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT.
INITIAL BACKFILL MATERIAL SHALL BE CLASS II OR III. IT SHALL BE PLACED WITHIN 24-30" ABOVE THE TOP OF THE PIPE AND TAMPED BY A PORTABLE VIBRATOR.
(5) FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED. THE MATERIAL SHALL BE CLASS II OR III MATERIAL. CLASS IV MATERIAL MAY BE INSTALLED OUTSIDE OF ROADWAY. FINAL BACKFILL UNDER ROADWAYS MAY REQUIRE SPECIAL COMPACTION AND DENSITYTESTS. A MINIMUM OF 30" OF COVER OVER THE TOP OF THE PIPE SHALL BE PROVIDED BEFORE THE TRENCH IS WHEEL- LOADED.
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CLASS I: ANGULAR, 1/4"-1-1/2", GRADED STONE, INCLUDING A NUMBER OF FILL MATERIALS THAT HAVE REGIONAL SIGNIFICANCE SUCH AS CORAL, SLAG, CINDERS, CRUSHED STONE AND CRUSHED SHELLS.
CLASS II: COARSE SANDS AND GRAVELS WITH MAXIMUM PARTICLE SIZE OF 1-1/2"INCLUDING . VARIOUS GRADED SANDS AND GRAVELS CONTAINING SMALL PERCENTAGES OF FINES, GENERALLY GRANULAR AND NON- COHESIVE, EITHER WET OR DRY. SOIL TYPES GW, GP, SW, AND SPARE INCLUDED IN THIS CLASS.
CLASS III: FINE SAND AND CLAY GRAVELS, INCLUDING FINE SANDS, SANDCLAYMIXTURES AND GRAVEL-CLAY MIXTURES. SOIL TYPES GM, GC, SM, AND SC ARE INCLUDED IN THIS CLASS.
C LASS IV: SILT, SILTYC LAYS, AN D C LAYS, IN C LU D IN G IN O R GAN IC C LAYS AN D SI LTOF MEDIUM TO HIGH PLASTICITY AND LIQUID LIMITS. SOIL TYPES MH, ML, CH, AND CL ARE INCLUDED IN THIS CLASS. THESE MATERIALS ARE NOT TO BE USED FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.
CLASS V: HIS CLASS INCLUDES THE ORGANIC SOILS, AS WELL AS SOILSCONTAINING FROZEN EARTH, DEBRIS, ROCKS LARGER THAN 1-1/2" IN DIAMETER AND OTHER FOREIGN MATERIALS. THESE MATERIALS ARE NOT TO BE USED FOR TO BE USED FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.
1 2 3 4 5
NOTES:1. SEE SCHEDULE ON P003 FOR FURTHER BACKFLOW PREVENTER
INFORMATION.SEE PLANS FOR PIPE SIZES.SEE PLANS FOR WATER METER SIZE.SEE NOTES ON SHEET P002 FOR WATER METER INFORMATION. WATER METER SHALL BE PROVIDED BY CONTRACTOR.
NOTE:PROVIDE NICKEL BRONZE ADJUSTABLE
CARPET FRAME COVER IN AREAS WHERE FINAL FLOOR FINISH CONSISTS OF
CARPETING. COORDINATE WITH DWG's FOR FINAL FLOOR FINISH.
GATE SCHMIDTADJUSTABLE HOUSING WITH LEVELING SCREWS
2. VALVE(TYP.) CONSULTING-GROUP,INC.3.
4. MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIALREDUCED
PRESSUREBACKFLOWPREVENTER
5.FINISHCONCRETE
M02
WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080
SC G PROJECT: 2015-176:
■y\.
6AWG COPPER GROUND WIRE TO ELECTRICAL GROUNDING SYSTEM(S). COORDINATE WITH ELECTRICAL. PROVIDE PIPE CLAMP OR EXOTHERMAL WELD AT
r 3FIRE RATED SECURITY WALL BYPASSGATE VALVE
kTPIPE EXTENSION WITH CLEANOUT PLUG
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PIPE. - TEST PORT (TYP.)
7" / PIPE INSULATION PER\ / SPECIFICATIONS.
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1WATERMETER +/- 48"
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CARPETING. COORDINATE WITH DWG'sFOR FINAL FLOOR FINISH.
PIPE EXTENSIONWITH CLEANOUT PLUG
FURNISH FLANGE ANDCLAMPING RING FORWATERPROOFINGMEMBRANE
ADJUSTABLEHOUSING WITHLEVELING SCREWS
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SUPPLY - REFER TOELECTRICAL DRAWINGS
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NON-SLAM BRONZECHECK VALVE
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ELEVATORSHAFT FLOOR
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2'-0"(SQUARE)
FLOAT SWITCH
2'-0"
ELECTRICALPOWER CORD
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EMBEDMENT MATERIALS
CLASS I: ANGULAR, 1/4"-1-1/2", GRADED STONE, INCLUDING A NUMBER OF FILL MATERIALS THAT HAVE REGIONAL SIGNIFICANCE SUCH AS CORAL, SLAG,CINDERS, CRUSHED STONE AND CRUSHED SHELLS.
CLASS II: COARSE SANDS AND GRAVELS WITH MAXIMUM PARTICLE SIZE OF 1-1/2" INCLUDING . VARIOUS GRADED SANDS AND GRAVELS CONTAINING SMALLPERCENTAGES OF FINES, GENERALLY GRANULAR AND NON- COHESIVE, EITHER WET OR DRY. SOIL TYPES GW, GP, SW, AND SPARE INCLUDED IN THIS CLASS.
CLASS III: FINE SAND AND CLAY GRAVELS, INCLUDING FINE SANDS, SANDCLAY MIXTURES AND GRAVEL-CLAY MIXTURES. SOIL TYPES GM, GC, SM, ANDSC ARE INCLUDED IN THIS CLASS.
CLASS IV: SILT, SILTY CLAYS, AND CLAYS, INCLUDING INORGANIC CLAYS AND SILT OF MEDIUM TO HIGH PLASTICITY AND LIQUID LIMITS. SOIL TYPES MH, ML, CH, AND CL ARE INCLUDED IN THIS CLASS. THESE MATERIALS ARE NOT TO BE USED FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.
CLASS V: HIS CLASS INCLUDES THE ORGANIC SOILS, AS WELL AS SOILS CONTAINING FROZEN EARTH, DEBRIS, ROCKS LARGER THAN 1-1/2" IN DIAMETER AND OTHER FOREIGN MATERIALS. THESE MATERIALS ARE NOT TO BE USED FOR TO BE USED FOR BEDDING, HAUNCHING, OR INITIAL BACKFILL.
BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALSSHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. IN DRY SOILCONDITIONS, CLASS II OR III MATERIAL SHALL BE HAND PLACED IN 4-6", LIGHTLY COMPACTED UNIFORM ANDNOT FINER THAN THE FOUNDATION MATERIAL. IN WET CONDITIONS, CLASS I, II OR III MATERIAL SHALL BEHAND PLACED, 4-6", UNIFORM AND NOT FINER THAN THE FOUNDATION MATERIAL. WHEN UTILIZING CLASS IMATERIAL, SUFFICIENT AMOUNTS OF CLASS II OR III MATERIAL SHALL BE ADDED TO FILL ALL VOIDSCREATED BY THE USE OF CLASS I MATERIAL.
A FOUNDATION MAY BE REQUIRED IN VERY POOR SOIL CONDITIONS.
HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. CLASS II OR IIIMATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDESUPPORT.INITIAL BACKFILL MATERIAL SHALL BE CLASS II OR III. IT SHALL BE PLACED WITHIN 24-30" ABOVE THETOP OF THE PIPE AND TAMPED BY A PORTABLE VIBRATOR.
FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED. THE MATERIAL SHALL BE CLASS II OR III MATERIAL.CLASS IV MATERIAL MAY BE INSTALLED OUTSIDE OF ROADWAY. FINAL BACKFILL UNDER ROADWAYS MAYREQUIRE SPECIAL COMPACTION AND DENSITY TESTS. A MINIMUM OF 30" OF COVER OVER THE TOP OFTHE PIPE SHALL BE PROVIDED BEFORE THE TRENCH IS WHEEL- LOADED.
NOTE:ALL EMBEDMENT MATERIALS SHALL BE NO LESS THAN 95% OF MAXIMUM DENSITY. LABORATORY TESTING OF THE SOIL WILL BE REQUIRED.THIS PROCEDURE SHALL BE REQUIRED ON ALL INSTALLATIONS.
FOUNDATION(MAY NOT BE REQUIRED)
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PIPE INSULATION PERSPECIFICATIONS.
CARRIER PIPE
SCHEDULE 40 STEEL PIPESLEEVE, ONE PIPE SIZE LARGERTHAN CARRIER PIPE WITHINSULATION, INDICATED ONFLOOR PLAN AND DIAGRAMS, ETC.
NOTE:CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FORFIRE RATED SECURE WALL LOCATIONS.
FILL ANNULAR SPACE WITHFIRE CAULK
SECURED ROOMNON-SECURED ROOM
6AWG COPPER GROUND WIRE TOELECTRICAL GROUNDINGSYSTEM(S). COORDINATE WITHELECTRICAL. PROVIDE PIPECLAMP OR EXOTHERMAL WELD ATPIPE.
FIRE RATED SECURITY WALL
DIRECTION OF FLOW30" MAX.12" MIN.
AIR GAPWITH DRAIN
FLOOR DRAIN
EXTERIOR WALL. SEEARCHITECTURAL.
PIPE SLEEVE
TESTPORT(TYP.)
STRAINER
WATERMETER
BYPASS
SEE CIVIL FORCONTINUATION
WATER SUPPLYTO BUILDING
+/- 48"
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INFORMATION.2. SEE PLANS FOR PIPE SIZES.3. SEE PLANS FOR WATER METER SIZE.4. SEE NOTES ON SHEET P002 FOR WATER METER INFORMATION.5. WATER METER SHALL BE PROVIDED BY CONTRACTOR.
GRADE
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
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PLUMBING CHASE TO BE COORDINATED WITH ARCHITECTURAL
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HOT WATER TO FIXTURES
FINISH WALL MECHANICAL ELECTRICAL STRUCTURAL COM MU Ml CATIONS IN DU ST RIALBALL VALVE OPENING FRAMING BY OTHERSf FLORIDA LICENSE NUMBER05371
901 W. Garden St. Pensacola. FL 325 P: 8504 38-0050 F: 8504 32-8631
WILLIAM JOSEPH JONES P.E. FLORIDA LICENSE NUMBER 58080
02□ COLD WATER FROM BLDG / SUPPLY
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i r STRUCTURAL FOOTNG
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SEE CIVIL FOR CONTINUATION
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WEATHER TIGHT
DDC
6" DRIP LEGAND PLUG
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S
. AR
MY
CO
RPS
OF
ENG
INEE
RS
DES
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Y:
BULL
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TIC
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SEE FLOORPLAN.
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MIN. 1/2" COPPERCW SUPPLY LINE
16" SQ
6"
SECURED RIM SCORIATEDCOVER WITH VANDALRESISTANT SCREWS.COVER WITH "C.O." NICKEL-BRASS
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ISOLATION VALVE
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MASTICCOATING ONWALL & PIPE
4"Ø SCH. 40PVC CAP
SLAB
RAISEDFLOOR
CONSULTING GROUP,INC.
WILLIAM JOSEPH JONES P.E.FLORIDA LICENSE NUMBER 58080
901 W. Garden St. Pensacola, FL 32502P: 850-438-0050 F: 850-432-8631
FLORIDA LICENSE NUMBER 05371
MECHANICAL ELECTRICAL STRUCTURALCOMMUNICATIONS INDUSTRIAL
S C H M I D T.
SCG PROJECT: 2015-176
1
A
SHEETIDENTIFICATION
US Army Corps ofEngineers ®Mobile District
U.S
. AR
MY
CO
RPS
OF
ENG
INEE
RS
DES
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ED B
Y:
BULL
OCK
TIC
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SOCI
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909
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FEB
RU
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4 TRAP PRIMER (EXPOSED)
NOT TO SCALEP-403
2 CLEANOUT TO GRADE (COTG)NOT TO SCALEP-403
1 HVAC MAKE-UP WATER DETAIL
NOT TO SCALEP-403
3 PIPE SLEEVE THROUGH WALL AT SERVER ROOM