PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

11
M M M S SINGLE LINE PIPING SYMBOLS GENERAL ABBREVIATIONS GENERAL PLUMBING NOTES PLUMBING SYMBOLS FITTINGS (DOWN ELBOW, DOWN TEE, AND UP ELBOW OR TEE) UNIONS (THREADED, FLANGED & BLIND FLANGE) REDUCERS (CONCENTRIC & ECCENTRIC) END CAP THREADED END CAP WELDED END CAP PIPE SLOPE FLEXIBLE CONNECTION DIRECTION OF FLOW BALL VALVES (NORMAL & CHARACTERIZED) GATE VALVE GLOBE VALVE ISOLATION VALVES (IN PLAN, WITH LOCKABLE HANDLE & IN RISE) BUTTERFLY VALVE (MANUAL & CONTROL) ANGLE VALVES (GATE, GLOBE, & STOP CHECK) PRESSURE REDUCING/ REGULATING VALVE CHECK VALVE DIAPHRAGM VALVE PLUG VALVE BACKPRESSURE VALVE SAFETY RELIEF VALVE & RUPTURE DISC THERMOSTATIC MIXING VALVE FUSIBLE LINK VALVES (QUICK CLOSING & QUICK OPENING) NEEDLE VALVE TRIPLE DUTY VALVE VACUUM BREAKER & AUTOMATIC VENT VALVE BALANCING VALVES (MANUAL & AUTOMATIC) VENT VALVES (BALL & GATE) TEMPERATURE INDICATORS IN THERMOWELL (DIAL & THERMOMETER TYPES) PRESSURE INDICATORS (WITHOUT & WITH SYPHON TUBE) PRESSURE INDICATORS IN RISE (WITHOUT & WITH SYPHON TUBE) DRAIN VALVES (BALL / GATE & HOSE CONN. / THREADED CAP) STOP CHECK VALVE SOLENOID VALVES (2-WAY & 3-WAY) ANCHORS (MAIN, INTERMEDIATE, & GUIDE) BACKFLOW PREVENTERS PRESSURE & TEMPERATURE TEST PLUG STRAINERS (WITHOUT & WITH BLOWDOWN VALVES) FILTER P-TRAP (PLAN & DIAGRAM) U-TRAP (PLAN & DIAGRAM) ORIFICE PLATE GENERAL SYMBOLS AQUASTAT BACKWATER VALVE CLEANOUT CO FLOOR CLEANOUT FCO FLOOR DRAIN HEAT TRACING HOSE BIBB/WALL HYDRANT HOSE BIBB/WALL HYDRANT (HOT & COLD) EXPANSION JOINT EJ WALL CLEANOUT WCO FLOOR SINK TRI-CLAMP CONNECTION ZERO STATIC VALVE SHOCK ABSORBER SA-'X' RD/ROD ROOF DRAIN/ OVERFLOW DRAIN PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES DRAWING NOMENCLATURE A - # 1 2 ONE ALPHANUMERIC VALUE TYPICALLY REPRESENTING THE FLOOR OR LEVEL. FIELD NO. DRAWING NO. D* *A "D" AFTER THE DISCIPLINE DESIGNATOR DENOTES A DEMOLITION DRAWING. # 3 # 4 NOTE: PLAN TYPES FOR SERIES 1-4 ARE PROJECT- AND DISCIPLINE-SPECIFIC. FIELD 4 ONE NUMERIC VALUE REPRESENTING THE SHEET SEQUENCE NUMBER, STARTING WITH "1". G C S A F P Z M E GENERAL CIVIL STRUCTURAL ARCHITECTURAL FIRE PROTECTION PLUMBING PROCESS MECHANICAL ELECTRICAL 0 1 2 3 4 5 6 7 8 GENERAL PLANS PLANS PLANS PLANS ENLARGED PLANS / SECTIONS / 3D DIAGRAMS DETAILS SCHEDULES FIELD 3 9 SPECIFICATIONS FIELD 2 FIELD 1 SECTION TAG EQUIPMENT TAG DESIGNATION REFERENCE NUMBER EXTENT OF DEMOLITION CONNECT TO EXISTING # # DEMOLITION WORK NOTE NEW WORK NOTE REVISION & NUMBER # PREPURCHASED EQUIPMENT CONNECT TO MANUFACTURER'S PREPIPED CONNECTION MATCH LINE ## AA-### ### ROOM DESCR. REFER TO SHEET XX-### DRAWING ON WHICH SECTION IS SHOWN SECTION NUMBER ROOM TAG ROOM NAME ROOM NUMBER ADDITIONAL INFO (OPTIONAL) X # CONTINUATION REFERENCE SINGLE GAS TURRET DOUBLE GAS TURRET BACK-TO-BACK GAS TURRET QUAD GAS TURRET ALL NEW WORK SHALL BE IN ACCORDANCE WITH THE PENNSYLVANIA UNIFORM CONSTRUCTION CODE (UCC), COMPRISED OF THE 2015 INTERNATIONAL CODES ISSUED BY THE INTERNATIONAL CODE COUNCIL (ICC) AND THE PROVISIONS AMENDED BY THE UCC REVIEW & ADVISORY COUNCIL (RAC), INCLUDING: 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) ANSI/ISEA Z358.1-2009 EMERGENCY EYEWASH & SHOWER EQUIPMENT PENNSYLVANIA BOILER AND UNFIRED PRESSURE VESSEL LAW & REGULATIONS CODE REFERENCES (PENNSYLVANIA) # XXX XXX XXX XXX NAME NAME NAME EXISTING SERVICE (MAY HAVE (E) PREFIX) (E) SERVICE TO BE REMOVED (MAY HAVE (R) PREFIX) NEW SERVICE (F)NAME FUTURE SERVICE CONTROL VALVES (2-WAY & 3-WAY) (MAY REPRESENT ASSEMBLY) ORIFICE PLATE ELECTRIC OR ELECTRONIC ACTUATOR PNEUMATIC OR UNSPECIFIED ACTUATOR SOLENOID ACTUATOR ASC APPLICATION-SPECIFIC CONTROLLER CIT CURRENT INDICATING TRANSMITTER CS CURRENT SWITCH CT CURRENT TRANSMITTER FC FLOW CONTROL(LER) FIT FLOW INDICATING TRANSMITTER FS FLOW SWITCH FT FLOW TRANSMITTER LIT LEVEL INDICATING TRANSMITTER LS LEVEL SWITCH LT LEVEL TRANSMITTER MS MOISTURE SWITCH OC OPERATOR CONTROL(LER) OS OPERATOR SWITCH PC PRESSURE CONTROL(LER) PDI DIFF. PRESSURE INDICATOR PDIT DIFF. PRESSURE INDICATING TRANSMITTER PDS DIFF. PRESSURE SWITCH PDT DIFF. PRESSURE TRANSMITTER PIT PRESSURE INDICATING TRANSMITTER PS PRESSURE SWITCH PT PRESSURE TRANSMITTER T TEMPERATURE (GENERIC - SEE DIAGRAMS) TC TEMPERATURE CONTROL(LER) TIC TEMPERATURE INDICATING CONTROLLER TS TEMPERATURE SWITCH TIT TEMPERATURE INDICATING TRANSMITTER TT TEMPERATURE TRANSMITTER YI STATUS INDICATOR YIT STATUS INDICATING TRANSMITTER ZIS POSITION INDICATING SWITCH ZIT POSITION INDICATING TRANSMITTER ZS POSITION SWITCH ZT POSITION TRANSMITTER FOR SWITCHES, THE FOLLOWING SUFFIXES MAY BE USED: H = HIGH, L = LOW, O = OPEN, C = CLOSED, A = ALARM CONTROL DEVICES ABBR. CONTROL SYMBOLS CONTROL POINT TYPE AI ANALOG IN AO ANALOG OUT DI DIGITAL IN DO DIGITAL OUT V VIRTUAL ROOM-MOUNTED DEVICE FIELD-MOUNTED DEVICE CONTROL DEVICE TAG (SEE BELOW FOR DEVICE TYPE ABBREVIATIONS) XXXX XX OR XX XXXX OR NOTE: THE ASTERISK (*) SYMBOL IS USED THROUGHOUT THE CONTROL DIAGRAMS AND SEQUENCES TO REPRESENT THE TAG OF THE EQUIPMENT ASSOCIATED WITH EACH CONTROL DEVICE. FOR INSTANCE, TEMPERATURE TRANSMITTER 02 ASSOCIATED WITH AIR HANDLING UNIT AHU-05 WILL BE DESIGNATED AS TT-AHU-05-02, BUT ABBREVIATED AS TT-*02. TYPE *## INTERLOCK XX I TRANSDUCER X X E ELECTRONIC N NETWORK P PNEUMATIC SIGNAL TYPES: ELECTRIC OR ELECTRONIC PNEUMATIC NETWORK @ AT 1Ø, 3Ø SINGLE PHASE, THREE PHASE A,AMP AMPERE ABV ABOVE AC AIR COMPRESSOR AD AIR DRYER ADR AREA DRAIN AFC ABOVE FINISHED CEILING AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT ALUM ALUMINUM AP ACCESS PANEL APPROX APPROXIMATELY AR AIR RECEIVER AUX AUXILIARY AVG AVERAGE BAS BUILDING AUTOMATION SYSTEM BFC BELOW FINISH CEILING BFP BACKFLOW PREVENTOR BHP BRAKE HORSEPOWER BLDG BUILDING BLW BELOW BSMT BASEMENT BMS BUILDING MANAGEMENT SYSTEM BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BOS BOTTOM OF STEEL BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR BV BALL VALVE BWV BACKWATER VALVE BYP BYPASS °C DEGREES CENTIGRADE CAF COMPRESSED AIR FILTER CAP CAPACITY CB CATCH BASIN CBV CIRCUIT BALANCING VALVE CCW COUNTERCLOCKWISE CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CGM COMPRESSED GAS MANIFOLD CHKV CHECK VALVE CI CAST IRON CIP CLEAN IN PLACE CL CENTERLINE CLL COLUMN LINE CLG CEILING CLS CLEAN STEAM CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN CON CONCENTRIC CONC CONCRETE COND CONDENSATE CONN CONNECT/CONNECTION CONT'N CONTINUATION CONTR CONTRACTOR COORD COORDINATE CORR CORRIDOR CP CONTROL PANEL CPVC CHLORINATED POLYVINYL CHLORIDE CS CUP SINK CSW COLD SOFT WATER CTRL CONTROL CU COPPER CVS CONTROL VALVE STATION CW CLOCKWISE DB DECIBEL DEG DEGREES DEPT DEPARTMENT DET DETAIL DFU DRAINAGE FIXTURE UNIT DI DUCTILE IRON DIA DIAMETER DIAG DIAGRAM DIFF DIFFERENTIAL DISCH DISCHARGE DIV DIVISION DIW DOWN IN WALL DN DOWN DS DRY STANDPIPE DWG DRAWING DWV DRAINAGE, WASTE, & VENT (E) EXISTING / EXISTING TO REMAIN (ER) EXISTING TO BE RELOCATED EA EACH EC ELECTRICAL CONTRACTOR ECC ECCENTRIC EFF EFFICIENCY EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ESC ESCUTCHEON ETC AND SO FORTH EW EYEWASH EWC ELECTRICAL WATER COOLER EWH ELECTRIC WATER HEATER EWT ENTERING WATER TEMPERATURE EX EXAMPLE EXP EXPANSION EXT EXTERNAL / EXTERIOR °F DEGREES FAHRENHEIT FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW FC FAIL CLOSED FCO FLOOR CLEANOUT FD FLOOR DRAIN FDC FLOOR DEPARTMENT CONNECTION FDV FIRE DEPARTMENT VALVE FDVC FIRE DEPARTMENT VALVE CONNECTION FLG FLANGE FLA FULL LOAD AMPS FLEX FLEXIBLE FLR FLOOR FO FAIL OPEN FP FIRE PROTECTION FPM FEET PER MINUTE FPS FEET PER SECOND FRP FIBER REINFORCED POLYESTER FT FEET FTB FLOOR TO BOTTOM FTC FLOOR TO CENTERLINE FTT FLOOR TO TOP FURN FURNISH FUT FUTURE FXC FLEXIBLE CONNECTION GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GLV GLOBE VALVE GMP GOOD MANUFACTURING PRACTICE GPD GALLONS PER DAY GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GR/LB GRAINS PER POUND GV GATE VALVE GWH GAS WATER HEATER H2O WATER HB HOSE BIBB HD HEAD HP HORSEPOWER HR HOUR HS HOSE STATION HSKPG HOUSEKEEPING HT HEIGHT HTR HEATER HZ HERTZ ID INSIDE DIMENSION / DIAMETER IN INCHES INCL INCLUDING INFO INFORMATION INT INTERNAL INV INVERT INWC INCHES OF WATER COLUMN IPS INTERNATIONAL PIPE STANDARD KW KILOWATTS LAB LABORATORY LAV LAVATORY LB POUND LBS/HR POUNDS PER HOUR (#/HR) LIQ LIQUID LS LAB SINK LVTR LAB VENT THRU ROOF LWT LEAVING WATER TEMPERATURE MAV MANUAL AIR VENT MAWP MAXIMUM ALLOWABLE WORKING PRESSURE MAX MAXIMUM MBH THOUSAND BTU PER HOUR MMBTU MILLION BRITISH THERMAL UNIT MC MECHANICAL CONTRACTOR MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MR MOP RECEPTOR MTD MOUNTED MV MIXING VALVE NIC NOT IN CONTRACT NO NORMALLY OPEN NOM NOMINAL NUM NUMBER NTS NOT TO SCALE OA OUTSIDE AIR OB OFF BOTTOM OC ON CENTER OCC OCCUPIED / OCCUPANCY OD OUTSIDE DIMENSION / DIAMETER OFCI OWNER-FURNISHED, CONTRACTOR- INSTALLED OFOI OWNER-FURNISHED, OWNER-INSTALLED OPNG OPENING OS OPEN SITE DRAIN OT OFF TOP PART PARTIAL PC PLUMBING CONTRACTOR PD PRESSURE DROP PE PNEUMATIC-ELECTRIC PERF PERFORATED PH PHASE PI PRESSURE INDICATOR PIV POST INDICATOR VALVE PLBG PLUMBING PNEU PNEUMATIC POLY POLYETHYLENE POS POSITIVE PRESS PRESSURE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PSIA POUNDS PER SQUARE INCH ABSOLUTE PV PLUG VALVE PVC POLYVINYL CHLORIDE QTY QUANTITY (R) REMOVE (RE) RELOCATED EXISTING RAC RUN ABOVE CEILING RAF RUN ABOVE FLOOR RATC RUN AT CEILING RBC RUN BELOW CEILING RBF RUN BELOW FLOOR RBG RUN BELOW GRADE RBJ RUN BETWEEN JOIST RD ROOF DRAIN RDC REDUCER REC RECESSED RECIRC RECIRCULATE REL RELIEF REQD REQUIRED RIC RUN IN CHASE RICW RUN IN CASEWORK RIE RUN IN ENCLOSURE RIW RISE IN WALL RLA RATED LOAD AMPS RM ROOM ROD ROOF OVERFLOW DRAIN RPM REVOLUTIONS PER MINUTE S/SHO SAFETY SHOWER SS/EW SAFETY SHOWER/EYEWASH SA SHOCK ABSORBER SCFM STANDARD CUBIC FEET PER MINUTE SCH SCHEDULE SEC SECONDARY SF SQUARE FOOT SH SHOWER SIP STERILIZE IN PLACE SK SINK SP SPRINKLER SPEC SPECIFICATION SQ SQUARE SRV SAFETY RELIEF VALVE SST STAINLESS STEEL STD STANDARD STL STEEL STRUCT STRUCTURAL SUCT SUCTION SUP SUPPLY SYS SYSTEM TD TRENCH DRAIN TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TFA TO FLOOR ABOVE TI TEMPERATURE INDICATOR TK TANK TOD TOP OF DUCT TOP TOP OF PIPE TP TRAP PRIMER T&P TEMPERATURE & PRESSURE RELIEF TYP TYPICAL UNOCC UNOCCUPIED U.O.N. UNLESS OTHERWISE NOTED UR URINAL V VOLTS VB VACUUM BREAKER VEL VELOCITY VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VIF VERIFY IN FIELD VTR VENT THRU ROOF W/ WITH W/O WITHOUT W WIDTH WC WATER CLOSET WCO WATER CLEANOUT WFU WATER FIXTURE UNIT WS WET STANDPIPE 1. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT A CAREFUL EXAMINATION OF THE PORTIONS OF THE EXISTING BUILDING, EQUIPMENT, ETC., WHICH AFFECT THIS WORK, AND THE ACCESS TO SUCH SPACES, HAS BEEN MADE AND THAT THE CONTRACTOR IS FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THE WORK. 2. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, TESTING, AND INSPECTIONS. 3. ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE CONTRACT DOCUMENTS. THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR TO SUBMITTING A PROPOSAL, OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THESE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATIONS SHALL BE CORRECTED BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL BE RESPONSIBLE, EXCEPT AS OTHERWISE INDICATED OR APPROVED BY THE OWNER, TO PROVIDE LABOR AND MATERIALS TO RESTORE ALL SURFACES REMOVED, DAMAGED OR DISTURBED AS PART OF THE WORK OF THESE CONTRACT DOCUMENTS, TO A CONDITION THAT IS ACCEPTABLE TO THE ARCHITECT AND THE BUILDING OWNER EQUAL TO OR BETTER THAN THAT BEFORE THE WORK BEGAN. THIS SHALL INCLUDE BUT NOT BE LIMITED TO PATCHING, PAINTING, ROOFING, ETC. FOR ALL CUTTING AND PATCHING OF THE EXISTING FLOORS, WALLS AND PARTITIONS IN THE EXISTING BUILDING. 5. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BE EXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE BUILDING WHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY MEANS OF TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST AND DIRT WITHIN THE CONSTRUCTION AREA. NO TRIPPING HAZARDS SHALL BE PRESENT DURING CONSTRUCTION OR AT COMPLETION OF WORK. 6. KEEP ALL EQUIPMENT AND MATERIALS AND ALL PARTS OF THE BUILDING, EXTERIOR SPACES AND ADJACENT STREETS, SIDEWALKS AND PAVEMENTS FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR OF THE BUILDING. CLEAN THE JOB SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND DEBRIS CAUSED BY THE PERFORMANCE OF THE WORK INCLUDED IN THIS CONTRACT. 7. IF THE CONTRACTOR ENCOUNTERS WHAT APPEARS TO BE A HAZARDOUS OR QUESTIONABLE MATERIAL, THE CONTRACTOR SHALL DISCONTINUE WORK IMMEDIATELY AND CONTACT THE OWNER. 8. PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO ENSURE MINIMUM INTERFERENCE WITH REGULAR OPERATION OF EXISTING FACILITIES. SYSTEMS SHALL NOT BE REMOVED, DISCONNECTED, OR SHUT DOWN WITHOUT PRIOR REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK ARE AFFECTED BY ANY SHUTDOWN, REMOVAL OR DISCONNECTION, SUFFICIENT ADVANCE NOTICE MUST BE GIVEN TO THE OWNER INDICATING WHICH AREAS WILL BE AFFECTED, WHEN THE PROPOSED SHUTDOWN WILL OCCUR, AND FOR HOW LONG A PERIOD OF TIME. 9. ALL ITEMS TO BE DEMOLISHED OR REMOVED SHALL BE DISPOSED OF AS PER THE OWNER'S INSTRUCTIONS, UNLESS INDICATED OTHERWISE. ALL ITEMS WHICH ARE NOT TO BE STORED ON SITE BY OWNER SHALL BE REMOVED FROM THE BUILDING IMMEDIATELY. 10. THIS CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK. WHERE DISCREPANCIES OCCUR BETWEEN THESE DOCUMENTS AND EXISTING CONDITIONS, THE DISCREPANCY SHALL BE REPORTED TO THE OWNER AND/OR ENGINEER FOR EXPEDITING AND RESOLUTION. 11. USE OF THE OWNER'S ELEVATORS AND BUILDING CORRIDORS FOR HANDLING OF NEW AND REMOVED MATERIALS AND EQUIPMENT SHALL BE AT THE DIRECTION OF THE OWNER AND SHALL BE COORDINATED WITH OWNER'S OPERATIONS. 12. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHERE NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM THE MANUFACTURER IN SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH AVAILABLE RESTRICTIVE SPACES. ASCERTAIN FROM BUILDING OWNER AND TENANT AT WHAT TIMES OF THE DAY EQUIPMENT MAY BE MOVED THROUGH ALL AREAS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION OF PROPERTIES AGAINST FIRE, THEFT, AND ENVIRONMENTAL CONDITIONS. 14. SEAL ALL OPENINGS AROUND ALL SYSTEM DISTRIBUTION (PIPING, DUCTWORK, CONDUIT, ETC.) THROUGH PARTITIONS, WALLS, AND FLOORS WITH APPROVED FIRESTOPPING MATERIAL. 15. FURNISH SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS BEING PROVIDED. SUBMIT TO OWNER AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION, PURCHASE AND/OR INSTALLATION. 16. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL." 17. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES PRIOR TO FABRICATION, PURCHASE AND/OR INSTALLATION OF ALL WORK. 18. ALL SYSTEMS DISTRIBUTION (PIPING, DUCTWORK, CONDUIT, ETC.) IS SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS, AND RISES OF RUNS. THE CONTRACTOR SHALL ALLOW IN HIS PRICE FOR ROUTING TO AVOID OBSTRUCTIONS. 19. PROVIDE ALL NECESSARY FLASHING AND COUNTER FLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF THIS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF SYSTEM DISTRIBUTION (PIPING, DUCTWORK, CONDUIT, ETC.) AND EQUIPMENT. 20. SUPPORT NEW PIPING FROM BUILDING STRUCTURE AND OR FRAMING IN AN APPROVED MANNER. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS FOR EQUIPMENT, PROVIDE ADDITIONAL FRAMING. COMPLY WITH ALL LOCAL AND STATE CODES FOR SEISMIC ISOLATION. THE DRAWINGS DO NOT SHOW ALL SEISMIC ISOLATION POINTS, THEREFORE ALLOW FOR SEISMIC ISOLATION IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION. 21. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED AS BEING RELOCATED. 22. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE ADDITIONAL COST TO THE OWNER SHALL NOT BE MADE WITHOUT APPROVAL. 23. IF A DISCREPANCY ARISES BETWEEN CONTRACT DOCUMENTS, CONTACT THE ARCHITECT/ENGINEER FOR RESOLUTION BEFORE PROCEEDING. 24. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE OF THE GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS. THE CONTRACTOR SHALL SURVEY THE SITE AND INCLUDE ALL CHANGES IN MAKING UP THE WORK PROPOSAL. PRIOR TO CONSTRUCTION, DETERMINE EXACT ELEVATION, SIZE, AND LOCATION OF ALL EXISTING UTILITIES WHERE CONNECTIONS ARE TO BE MADE OR INTERSECTIONS OCCUR. 25. REMOVE AND REINSTALL EXISTING LAY-IN TYPE CEILINGS AS REQUIRED TO PERFORM THE WORK UNDER THE CONTRACT DOCUMENTS AND BE RESPONSIBLE FOR DAMAGE THAT MAY OCCUR TO CEILINGS AS A RESULT OF REMOVAL AND REPLACEMENT OF SAME. DAMAGED CEILING TILES, INCLUDING TILES WITH HOLES OR OPENINGS LEFT AS A RESULT OF DEMOLITION SHALL BE REPLACED. REMOVE ONLY THOSE CEILING TILES REQUIRED TO GAIN ACCESS TO AFFECTED SYSTEMS AND STORE IN PROTECTED AREA WHERE DESIGNATED BY THE OWNER. REINSTALL UPON COMPLETION OF THE WORK. 26. CONTRACTOR SHALL KEEP A CURRENT RECORD OF ALL DEVIATIONS FROM THE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL SUBMIT CORRECTED AS-BUILT DRAWINGS TO OWNER AND ENGINEER AT PROJECT COMPLETION. 27. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACTUAL USE OF THE EQUIPMENT OR TURNOVER TO OWNER, WHICHEVER DATE IS EARLIER. THIS WORK SHALL BE DONE AS DIRECTED BY THE OWNER. WHERE DEFECTS OCCUR, ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF THE OTHER TRADES AFFECTED BY DEFECTS. 28. SUCCESSFULLY PRESSURE TEST ALL NEW OR REROUTED PIPING SYSTEMS. REPAIR AND RETEST AS REQUIRED UNTIL SYSTEMS PROVE TIGHT. 29. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR PIPING. DO NOT LEAVE PIPING OPEN-ENDED. 30. PIPING AND OTHER COMPONENTS THROUGHOUT THESE DOCUMENTS MAY BE SHOWN WITH COLORS REPRESENTING THE ASSOCIATED SYSTEM. THE COLORS ARE PROVIDED AS A CONVENIENCE TO IMPROVE DOCUMENT LEGIBILITY AND SHALL NOT BE USED TO DETERMINE THE SCOPE OF WORK. ALL LINE WORK, LINE TYPES, ANNOTATIONS, NOTES, DETAILS, SCHEDULES, AND SPECIFICATIONS ARE PART OF THE SCOPE OF WORK REGARDLESS OF COLOR. 475 Creamery Way Exton, Pennsylvania 19341 VELTEK ASSOCIATES, INC. MACINTOSH ENGINEERING 1255 DRUMMERS LANE SUITE 201 WAYNE, PA 19087 484-475-2180 PHONE 484-475-2181 FAX WWW.MACINTOSHENG.COM PRECIS ENGINEERING INC. 20 SOUTH MAPLE STREET AMBLER, PA 19002 215-540-9800 PHONE WWW.PRECISENGINEERING.COM PROJECT NO: SCALE: PROJECT MGR: DRAWN BY: CHECKED BY: DATES: DRAWING NO: PROJECT: 20167 C O N F I D E N T I A L NSP GMF P-001 EMS PLUMBING KEY TO SYMBOLS, ABBREVIATIONS AND GENERAL NOTES 0 8 - 2 1 - 2 0 2 0 3 0 % P R O G R E S S I S S U E 0 8 - 2 1 - 2 0 2 0 I S S U E F O R D E M O L I T I O N P E R M I T 1 0 - 1 6 - 2 0 2 0 I S S U E F O R B I D A N D P E R M I T

Transcript of PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

Page 1: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

M M

M

S

SINGLE LINE PIPING SYMBOLSGENERAL ABBREVIATIONS GENERAL PLUMBING NOTESPLUMBING SYMBOLS

FITTINGS(DOWN ELBOW, DOWN TEE,

AND UP ELBOW OR TEE)

UNIONS(THREADED, FLANGED

& BLIND FLANGE)

REDUCERS(CONCENTRIC & ECCENTRIC)

END CAPTHREADED END CAP

WELDED END CAP

PIPE SLOPE

FLEXIBLE CONNECTION

DIRECTION OF FLOW

BALL VALVES(NORMAL & CHARACTERIZED)

GATE VALVE

GLOBE VALVE

ISOLATION VALVES(IN PLAN, WITH LOCKABLE

HANDLE & IN RISE)

BUTTERFLY VALVE(MANUAL & CONTROL)

ANGLE VALVES(GATE, GLOBE, & STOP CHECK)

PRESSURE REDUCING/REGULATING VALVE

CHECK VALVE

DIAPHRAGM VALVE

PLUG VALVE

BACKPRESSURE VALVE

SAFETY RELIEF VALVE& RUPTURE DISC

THERMOSTATIC MIXING VALVE

FUSIBLE LINK VALVES(QUICK CLOSING &QUICK OPENING)

NEEDLE VALVE

TRIPLE DUTY VALVE

VACUUM BREAKER &AUTOMATIC VENT VALVE

BALANCING VALVES(MANUAL & AUTOMATIC)

VENT VALVES(BALL & GATE)

TEMPERATURE INDICATORSIN THERMOWELL

(DIAL & THERMOMETER TYPES)PRESSURE INDICATORS

(WITHOUT & WITHSYPHON TUBE)

PRESSURE INDICATORS IN RISE(WITHOUT & WITH

SYPHON TUBE)

DRAIN VALVES(BALL / GATE & HOSE

CONN. / THREADED CAP)

STOP CHECK VALVE

SOLENOID VALVES(2-WAY & 3-WAY)

ANCHORS(MAIN, INTERMEDIATE,

& GUIDE)

BACKFLOW PREVENTERS

PRESSURE & TEMPERATURETEST PLUG

STRAINERS(WITHOUT & WITH

BLOWDOWN VALVES)

FILTER

P-TRAP (PLAN & DIAGRAM)U-TRAP (PLAN & DIAGRAM)

ORIFICE PLATE

GENERAL SYMBOLS

AQUASTAT

BACKWATER VALVE

CLEANOUT CO

FLOOR CLEANOUT FCO

FLOOR DRAIN

HEAT TRACING

HOSE BIBB/WALL HYDRANT

HOSE BIBB/WALL HYDRANT(HOT & COLD)

EXPANSION JOINTEJ

WALL CLEANOUT WCO

FLOOR SINK

TRI-CLAMP CONNECTION

ZERO STATIC VALVE

SHOCK ABSORBERSA-'X'

RD/RODROOF DRAIN/OVERFLOW DRAIN

PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

DRAWING NOMENCLATURE

A - #

1 2

ONE ALPHANUMERIC VALUE TYPICALLYREPRESENTING THE FLOOR OR LEVEL.

FIELD NO.

DRAWING NO. D*

*A "D" AFTER THE DISCIPLINE DESIGNATORDENOTES A DEMOLITION DRAWING.

#

3

#

4

NOTE: PLAN TYPES FOR SERIES 1-4 AREPROJECT- AND DISCIPLINE-SPECIFIC.

FIELD 4

ONE NUMERIC VALUE REPRESENTING THESHEET SEQUENCE NUMBER, STARTING WITH "1".

G

C

S

A

F

P

Z

M

E

GENERAL

CIVIL

STRUCTURAL

ARCHITECTURAL

FIRE PROTECTION

PLUMBING

PROCESS

MECHANICAL

ELECTRICAL

0

1

2

3

4

5

6

7

8

GENERAL

PLANS

PLANS

PLANS

PLANS

ENLARGED PLANS / SECTIONS / 3D

DIAGRAMS

DETAILS

SCHEDULES

FIELD 3

9 SPECIFICATIONS

FIELD 2FIELD 1

SECTION TAG

EQUIPMENT TAGDESIGNATIONREFERENCE NUMBER

EXTENT OF DEMOLITION

CONNECT TO EXISTING

#

#

DEMOLITION WORK NOTE

NEW WORK NOTE

REVISION & NUMBER #

PREPURCHASED EQUIPMENT

CONNECT TOMANUFACTURER'S PREPIPED

CONNECTION

MATCH LINE

##AA-###

###ROOM

DESCR.

REFER TO SHEET XX-###

DRAWING ONWHICH SECTION IS SHOWN

SECTION NUMBER

ROOM TAG

ROOM NAMEROOM NUMBERADDITIONAL INFO(OPTIONAL)

X#

CONTINUATION REFERENCE

SINGLE GAS TURRET

DOUBLE GAS TURRET

BACK-TO-BACKGAS TURRET

QUAD GAS TURRET

ALL NEW WORK SHALL BE IN ACCORDANCE WITH THE PENNSYLVANIA UNIFORM CONSTRUCTION CODE (UCC),COMPRISED OF THE 2015 INTERNATIONAL CODES ISSUED BY THE INTERNATIONAL CODE COUNCIL (ICC) ANDTHE PROVISIONS AMENDED BY THE UCC REVIEW & ADVISORY COUNCIL (RAC), INCLUDING: 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) ANSI/ISEA Z358.1-2009 EMERGENCY EYEWASH & SHOWER EQUIPMENT PENNSYLVANIA BOILER AND UNFIRED PRESSURE VESSEL LAW & REGULATIONS

CODE REFERENCES (PENNSYLVANIA)

#

XXX

XXX

XXX

XXX

NAME

NAME

NAMEEXISTING SERVICE(MAY HAVE (E) PREFIX)

(E) SERVICE TO BE REMOVED(MAY HAVE (R) PREFIX)

NEW SERVICE

(F)NAMEFUTURE SERVICE

CONTROL VALVES(2-WAY & 3-WAY)

(MAY REPRESENT ASSEMBLY)

ORIFICE PLATEELECTRIC ORELECTRONIC ACTUATOR

PNEUMATIC ORUNSPECIFIED ACTUATOR

SOLENOID ACTUATOR

ASC APPLICATION-SPECIFIC CONTROLLERCIT CURRENT INDICATING TRANSMITTERCS CURRENT SWITCHCT CURRENT TRANSMITTERFC FLOW CONTROL(LER)FIT FLOW INDICATING TRANSMITTERFS FLOW SWITCHFT FLOW TRANSMITTERLIT LEVEL INDICATING TRANSMITTERLS LEVEL SWITCHLT LEVEL TRANSMITTERMS MOISTURE SWITCHOC OPERATOR CONTROL(LER)OS OPERATOR SWITCHPC PRESSURE CONTROL(LER)PDI DIFF. PRESSURE INDICATORPDIT DIFF. PRESSURE INDICATING TRANSMITTERPDS DIFF. PRESSURE SWITCHPDT DIFF. PRESSURE TRANSMITTERPIT PRESSURE INDICATING TRANSMITTERPS PRESSURE SWITCHPT PRESSURE TRANSMITTERT TEMPERATURE (GENERIC - SEE DIAGRAMS)TC TEMPERATURE CONTROL(LER)TIC TEMPERATURE INDICATING CONTROLLERTS TEMPERATURE SWITCHTIT TEMPERATURE INDICATING TRANSMITTERTT TEMPERATURE TRANSMITTERYI STATUS INDICATORYIT STATUS INDICATING TRANSMITTERZIS POSITION INDICATING SWITCHZIT POSITION INDICATING TRANSMITTERZS POSITION SWITCHZT POSITION TRANSMITTER

FOR SWITCHES, THE FOLLOWING SUFFIXES MAY BE USED:H = HIGH, L = LOW, O = OPEN, C = CLOSED, A = ALARM

CONTROL DEVICES ABBR. CONTROL SYMBOLS

CONTROL POINT TYPE

AI ANALOG INAO ANALOG OUTDI DIGITAL INDO DIGITAL OUTV VIRTUAL

ROOM-MOUNTED DEVICE

FIELD-MOUNTED DEVICE

CONTROL DEVICE TAG(SEE BELOW FOR DEVICETYPE ABBREVIATIONS)

XXXXXX OR

XX XXXXOR

NOTE: THE ASTERISK (*) SYMBOL IS USED THROUGHOUT THECONTROL DIAGRAMS AND SEQUENCES TO REPRESENT THETAG OF THE EQUIPMENT ASSOCIATED WITH EACH CONTROLDEVICE. FOR INSTANCE, TEMPERATURE TRANSMITTER 02ASSOCIATED WITH AIR HANDLING UNIT AHU-05 WILL BEDESIGNATED AS TT-AHU-05-02, BUT ABBREVIATED AS TT-*02.

TYPE*##

INTERLOCK

XX

I

TRANSDUCER XX

E ELECTRONICN NETWORKP PNEUMATIC

SIGNAL TYPES:ELECTRIC OR ELECTRONIC

PNEUMATICNETWORK

@ AT1Ø, 3Ø SINGLE PHASE, THREE PHASEA,AMP AMPEREABV ABOVEAC AIR COMPRESSORAD AIR DRYERADR AREA DRAINAFC ABOVE FINISHED CEILINGAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHU AIR HANDLING UNITALUM ALUMINUMAP ACCESS PANELAPPROX APPROXIMATELYAR AIR RECEIVERAUX AUXILIARYAVG AVERAGEBAS BUILDING AUTOMATION SYSTEMBFC BELOW FINISH CEILINGBFP BACKFLOW PREVENTORBHP BRAKE HORSEPOWERBLDG BUILDINGBLW BELOWBSMT BASEMENTBMS BUILDING MANAGEMENT SYSTEMBOD BOTTOM OF DUCTBOP BOTTOM OF PIPEBOS BOTTOM OF STEELBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURBV BALL VALVEBWV BACKWATER VALVEBYP BYPASS°C DEGREES CENTIGRADECAF COMPRESSED AIR FILTERCAP CAPACITYCB CATCH BASINCBV CIRCUIT BALANCING VALVECCW COUNTERCLOCKWISECFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECGM COMPRESSED GAS MANIFOLDCHKV CHECK VALVECI CAST IRONCIP CLEAN IN PLACECL CENTERLINECLL COLUMN LINECLG CEILINGCLS CLEAN STEAMCMU CONCRETE MASONRY UNITCO CLEANOUTCOL COLUMNCON CONCENTRICCONC CONCRETECOND CONDENSATECONN CONNECT/CONNECTIONCONT'N CONTINUATIONCONTR CONTRACTORCOORD COORDINATECORR CORRIDORCP CONTROL PANELCPVC CHLORINATED POLYVINYL CHLORIDECS CUP SINKCSW COLD SOFT WATERCTRL CONTROLCU COPPERCVS CONTROL VALVE STATIONCW CLOCKWISEDB DECIBELDEG DEGREESDEPT DEPARTMENTDET DETAILDFU DRAINAGE FIXTUREUNITDI DUCTILE IRONDIA DIAMETERDIAG DIAGRAMDIFF DIFFERENTIALDISCH DISCHARGEDIV DIVISIONDIW DOWN IN WALLDN DOWNDS DRY STANDPIPEDWG DRAWINGDWV DRAINAGE, WASTE, & VENT(E) EXISTING / EXISTING TO REMAIN(ER) EXISTING TO BE RELOCATEDEA EACHEC ELECTRICAL CONTRACTORECC ECCENTRICEFF EFFICIENCYEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMER EMERGENCYENCL ENCLOSUREEQ EQUALEQUIP EQUIPMENTEQUIV EQUIVALENTESC ESCUTCHEONETC AND SO FORTH

EW EYEWASHEWC ELECTRICAL WATER COOLEREWH ELECTRIC WATER HEATEREWT ENTERING WATER TEMPERATUREEX EXAMPLEEXP EXPANSIONEXT EXTERNAL / EXTERIOR°F DEGREES FAHRENHEITFFA FROM FLOOR ABOVEFFB FROM FLOOR BELOWFC FAIL CLOSEDFCO FLOOR CLEANOUTFD FLOOR DRAINFDC FLOOR DEPARTMENT CONNECTIONFDV FIRE DEPARTMENT VALVEFDVC FIRE DEPARTMENT VALVE CONNECTIONFLG FLANGEFLA FULL LOAD AMPSFLEX FLEXIBLEFLR FLOORFO FAIL OPENFP FIRE PROTECTIONFPM FEET PER MINUTEFPS FEET PER SECONDFRP FIBER REINFORCED POLYESTERFT FEETFTB FLOOR TO BOTTOMFTC FLOOR TO CENTERLINEFTT FLOOR TO TOPFURN FURNISHFUT FUTUREFXC FLEXIBLE CONNECTIONGA GAUGEGAL GALLONGALV GALVANIZEDGC GENERAL CONTRACTORGLV GLOBE VALVEGMP GOOD MANUFACTURING PRACTICEGPD GALLONS PER DAYGPH GALLONS PER HOURGPM GALLONS PER MINUTEGR/LB GRAINS PER POUNDGV GATE VALVEGWH GAS WATER HEATERH2O WATERHB HOSE BIBBHD HEADHP HORSEPOWERHR HOURHS HOSE STATIONHSKPG HOUSEKEEPINGHT HEIGHTHTR HEATERHZ HERTZID INSIDE DIMENSION / DIAMETERIN INCHESINCL INCLUDINGINFO INFORMATIONINT INTERNALINV INVERTINWC INCHES OF WATER COLUMNIPS INTERNATIONAL PIPE STANDARDKW KILOWATTSLAB LABORATORYLAV LAVATORYLB POUNDLBS/HR POUNDS PER HOUR (#/HR)LIQ LIQUIDLS LAB SINKLVTR LAB VENT THRU ROOFLWT LEAVING WATER TEMPERATUREMAV MANUAL AIR VENTMAWP MAXIMUM ALLOWABLE WORKING PRESSUREMAX MAXIMUMMBH THOUSAND BTU PER HOURMMBTU MILLION BRITISH THERMAL UNITMC MECHANICAL CONTRACTORMECH MECHANICALMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMR MOP RECEPTORMTD MOUNTEDMV MIXING VALVENIC NOT IN CONTRACTNO NORMALLY OPENNOM NOMINALNUM NUMBERNTS NOT TO SCALEOA OUTSIDE AIROB OFF BOTTOMOC ON CENTEROCC OCCUPIED / OCCUPANCY

OD OUTSIDE DIMENSION / DIAMETEROFCI OWNER-FURNISHED, CONTRACTOR- INSTALLEDOFOI OWNER-FURNISHED, OWNER-INSTALLEDOPNG OPENINGOS OPEN SITE DRAINOT OFF TOPPART PARTIALPC PLUMBING CONTRACTORPD PRESSURE DROPPE PNEUMATIC-ELECTRICPERF PERFORATEDPH PHASEPI PRESSURE INDICATORPIV POST INDICATOR VALVEPLBG PLUMBINGPNEU PNEUMATICPOLY POLYETHYLENEPOS POSITIVEPRESS PRESSUREPRV PRESSURE REDUCING VALVEPSI POUNDS PER SQUARE INCHPSIG POUNDS PER SQUARE INCH GAUGEPSIA POUNDS PER SQUARE INCH ABSOLUTEPV PLUG VALVEPVC POLYVINYL CHLORIDEQTY QUANTITY(R) REMOVE(RE) RELOCATED EXISTINGRAC RUN ABOVE CEILINGRAF RUN ABOVE FLOORRATC RUN AT CEILINGRBC RUN BELOW CEILINGRBF RUN BELOW FLOORRBG RUN BELOW GRADERBJ RUN BETWEEN JOISTRD ROOF DRAINRDC REDUCERREC RECESSEDRECIRC RECIRCULATEREL RELIEFREQD REQUIREDRIC RUN IN CHASERICW RUN IN CASEWORKRIE RUN IN ENCLOSURERIW RISE IN WALLRLA RATED LOAD AMPSRM ROOMROD ROOF OVERFLOW DRAINRPM REVOLUTIONS PER MINUTES/SHO SAFETY SHOWERSS/EW SAFETY SHOWER/EYEWASHSA SHOCK ABSORBERSCFM STANDARD CUBIC FEET PER MINUTESCH SCHEDULESEC SECONDARYSF SQUARE FOOTSH SHOWERSIP STERILIZE IN PLACESK SINKSP SPRINKLERSPEC SPECIFICATIONSQ SQUARESRV SAFETY RELIEF VALVESST STAINLESS STEELSTD STANDARDSTL STEELSTRUCT STRUCTURALSUCT SUCTIONSUP SUPPLYSYS SYSTEMTD TRENCH DRAINTDH TOTAL DYNAMIC HEADTEMP TEMPERATURETFA TO FLOOR ABOVETI TEMPERATURE INDICATORTK TANKTOD TOP OF DUCTTOP TOP OF PIPETP TRAP PRIMERT&P TEMPERATURE & PRESSURE RELIEFTYP TYPICALUNOCC UNOCCUPIEDU.O.N. UNLESS OTHERWISE NOTEDUR URINALV VOLTSVB VACUUM BREAKERVEL VELOCITYVERT VERTICALVFD VARIABLE FREQUENCY DRIVEVIF VERIFY IN FIELDVTR VENT THRU ROOFW/ WITHW/O WITHOUTW WIDTHWC WATER CLOSETWCO WATER CLEANOUTWFU WATER FIXTURE UNITWS WET STANDPIPE

1. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT A CAREFUL EXAMINATION OFTHE PORTIONS OF THE EXISTING BUILDING, EQUIPMENT, ETC., WHICH AFFECT THIS WORK, AND THEACCESS TO SUCH SPACES, HAS BEEN MADE AND THAT THE CONTRACTOR IS FAMILIAR WITH THEEXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THE WORK.

2. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES,TESTING, AND INSPECTIONS.

3. ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OFTHIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE CONTRACT DOCUMENTS.THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER,PRIOR TO SUBMITTING A PROPOSAL, OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THESELAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATIONSSHALL BE CORRECTED BY THE CONTRACTOR.

4. THE CONTRACTOR SHALL BE RESPONSIBLE, EXCEPT AS OTHERWISE INDICATED OR APPROVED BY THEOWNER, TO PROVIDE LABOR AND MATERIALS TO RESTORE ALL SURFACES REMOVED, DAMAGED ORDISTURBED AS PART OF THE WORK OF THESE CONTRACT DOCUMENTS, TO A CONDITION THAT ISACCEPTABLE TO THE ARCHITECT AND THE BUILDING OWNER EQUAL TO OR BETTER THAN THATBEFORE THE WORK BEGAN. THIS SHALL INCLUDE BUT NOT BE LIMITED TO PATCHING, PAINTING,ROOFING, ETC. FOR ALL CUTTING AND PATCHING OF THE EXISTING FLOORS, WALLS AND PARTITIONSIN THE EXISTING BUILDING.

5. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BEEXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE BUILDINGWHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY MEANS OF TEMPORARYPARTITIONS AND/OR TARPS TO KEEP DUST AND DIRT WITHIN THE CONSTRUCTION AREA. NOTRIPPING HAZARDS SHALL BE PRESENT DURING CONSTRUCTION OR AT COMPLETION OF WORK.

6. KEEP ALL EQUIPMENT AND MATERIALS AND ALL PARTS OF THE BUILDING, EXTERIOR SPACES ANDADJACENT STREETS, SIDEWALKS AND PAVEMENTS FREE FROM MATERIAL AND DEBRIS RESULTINGFROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATEEITHER ON THE INTERIOR OR THE EXTERIOR OF THE BUILDING. CLEAN THE JOB SITE DAILY ANDREMOVE FROM THE PREMISES ANY DIRT AND DEBRIS CAUSED BY THE PERFORMANCE OF THE WORKINCLUDED IN THIS CONTRACT.

7. IF THE CONTRACTOR ENCOUNTERS WHAT APPEARS TO BE A HAZARDOUS OR QUESTIONABLEMATERIAL, THE CONTRACTOR SHALL DISCONTINUE WORK IMMEDIATELY AND CONTACT THE OWNER.

8. PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO ENSURE MINIMUMINTERFERENCE WITH REGULAR OPERATION OF EXISTING FACILITIES. SYSTEMS SHALL NOT BEREMOVED, DISCONNECTED, OR SHUT DOWN WITHOUT PRIOR REVIEW WITH THE OWNER AND/ORENGINEER TO CONFIRM THAT AREAS TO REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANYAREAS NOT WITHIN THE SCOPE OF WORK ARE AFFECTED BY ANY SHUTDOWN, REMOVAL ORDISCONNECTION, SUFFICIENT ADVANCE NOTICE MUST BE GIVEN TO THE OWNER INDICATING WHICHAREAS WILL BE AFFECTED, WHEN THE PROPOSED SHUTDOWN WILL OCCUR, AND FOR HOW LONG APERIOD OF TIME.

9. ALL ITEMS TO BE DEMOLISHED OR REMOVED SHALL BE DISPOSED OF AS PER THE OWNER'SINSTRUCTIONS, UNLESS INDICATED OTHERWISE. ALL ITEMS WHICH ARE NOT TO BE STORED ON SITEBY OWNER SHALL BE REMOVED FROM THE BUILDING IMMEDIATELY.

10. THIS CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TOPROCEEDING WITH ANY WORK. WHERE DISCREPANCIES OCCUR BETWEEN THESE DOCUMENTS ANDEXISTING CONDITIONS, THE DISCREPANCY SHALL BE REPORTED TO THE OWNER AND/OR ENGINEERFOR EXPEDITING AND RESOLUTION.

11. USE OF THE OWNER'S ELEVATORS AND BUILDING CORRIDORS FOR HANDLING OF NEW ANDREMOVED MATERIALS AND EQUIPMENT SHALL BE AT THE DIRECTION OF THE OWNER AND SHALL BECOORDINATED WITH OWNER'S OPERATIONS.

12. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHERE NECESSARY,EQUIPMENT SHALL BE SHIPPED FROM THE MANUFACTURER IN SECTIONS OF SIZE SUITABLE FORMOVING THROUGH AVAILABLE RESTRICTIVE SPACES. ASCERTAIN FROM BUILDING OWNER ANDTENANT AT WHAT TIMES OF THE DAY EQUIPMENT MAY BE MOVED THROUGH ALL AREAS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS OWN PROPERTY ON THEJOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION OF PROPERTIES AGAINST FIRE,THEFT, AND ENVIRONMENTAL CONDITIONS.

14. SEAL ALL OPENINGS AROUND ALL SYSTEM DISTRIBUTION (PIPING, DUCTWORK, CONDUIT, ETC.)THROUGH PARTITIONS, WALLS, AND FLOORS WITH APPROVED FIRESTOPPING MATERIAL.

15. FURNISH SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS BEING PROVIDED. SUBMIT TOOWNER AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION, PURCHASE AND/OR INSTALLATION.

16. WHERE USED, THE TERM "PROVIDE" SHALL MEAN "FURNISH AND INSTALL."17. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES PRIOR TO FABRICATION,

PURCHASE AND/OR INSTALLATION OF ALL WORK.18. ALL SYSTEMS DISTRIBUTION (PIPING, DUCTWORK, CONDUIT, ETC.) IS SHOWN DIAGRAMMATICALLY

AND DOES NOT SHOW ALL OFFSETS, DROPS, AND RISES OF RUNS. THE CONTRACTOR SHALL ALLOWIN HIS PRICE FOR ROUTING TO AVOID OBSTRUCTIONS.

19. PROVIDE ALL NECESSARY FLASHING AND COUNTER FLASHING TO MAINTAIN THE WATERPROOFINGINTEGRITY OF THIS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF SYSTEMDISTRIBUTION (PIPING, DUCTWORK, CONDUIT, ETC.) AND EQUIPMENT.

20. SUPPORT NEW PIPING FROM BUILDING STRUCTURE AND OR FRAMING IN AN APPROVED MANNER.WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF SUPPORTS FOR EQUIPMENT,PROVIDE ADDITIONAL FRAMING. COMPLY WITH ALL LOCAL AND STATE CODES FOR SEISMICISOLATION. THE DRAWINGS DO NOT SHOW ALL SEISMIC ISOLATION POINTS, THEREFORE ALLOW FORSEISMIC ISOLATION IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION.

21. EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE REUSED IN NEW SYSTEMS, EXCEPT WHEREINDICATED AS BEING RELOCATED.

22. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR.MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICHINVOLVE ADDITIONAL COST TO THE OWNER SHALL NOT BE MADE WITHOUT APPROVAL.

23. IF A DISCREPANCY ARISES BETWEEN CONTRACT DOCUMENTS, CONTACT THE ARCHITECT/ENGINEERFOR RESOLUTION BEFORE PROCEEDING.

24. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THEPERFORMANCE OF THE GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELYDETAILED ON THE DRAWINGS. THE CONTRACTOR SHALL SURVEY THE SITE AND INCLUDE ALLCHANGES IN MAKING UP THE WORK PROPOSAL. PRIOR TO CONSTRUCTION, DETERMINE EXACTELEVATION, SIZE, AND LOCATION OF ALL EXISTING UTILITIES WHERE CONNECTIONS ARE TO BE MADEOR INTERSECTIONS OCCUR.

25. REMOVE AND REINSTALL EXISTING LAY-IN TYPE CEILINGS AS REQUIRED TO PERFORM THE WORKUNDER THE CONTRACT DOCUMENTS AND BE RESPONSIBLE FOR DAMAGE THAT MAY OCCUR TOCEILINGS AS A RESULT OF REMOVAL AND REPLACEMENT OF SAME. DAMAGED CEILING TILES,INCLUDING TILES WITH HOLES OR OPENINGS LEFT AS A RESULT OF DEMOLITION SHALL BE REPLACED.REMOVE ONLY THOSE CEILING TILES REQUIRED TO GAIN ACCESS TO AFFECTED SYSTEMS AND STOREIN PROTECTED AREA WHERE DESIGNATED BY THE OWNER. REINSTALL UPON COMPLETION OF THEWORK.

26. CONTRACTOR SHALL KEEP A CURRENT RECORD OF ALL DEVIATIONS FROM THE SPECIFICATIONS ANDDRAWINGS. THE CONTRACTOR SHALL SUBMIT CORRECTED AS-BUILT DRAWINGS TO OWNER ANDENGINEER AT PROJECT COMPLETION.

27. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY ANDASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT INWHICH DEFECTS DEVELOP WITHIN A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACTUAL USE OFTHE EQUIPMENT OR TURNOVER TO OWNER, WHICHEVER DATE IS EARLIER. THIS WORK SHALL BEDONE AS DIRECTED BY THE OWNER. WHERE DEFECTS OCCUR, ASSUME RESPONSIBILITY FOR ALLEXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF THE OTHER TRADES AFFECTED BYDEFECTS.

28. SUCCESSFULLY PRESSURE TEST ALL NEW OR REROUTED PIPING SYSTEMS. REPAIR AND RETEST ASREQUIRED UNTIL SYSTEMS PROVE TIGHT.

29. PROVIDE ALL NECESSARY TEMPORARY OR PERMANENT CAPS OR PLUGS FOR PIPING. DO NOT LEAVEPIPING OPEN-ENDED.

30. PIPING AND OTHER COMPONENTS THROUGHOUT THESE DOCUMENTS MAY BE SHOWN WITHCOLORS REPRESENTING THE ASSOCIATED SYSTEM. THE COLORS ARE PROVIDED AS A CONVENIENCETO IMPROVE DOCUMENT LEGIBILITY AND SHALL NOT BE USED TO DETERMINE THE SCOPE OF WORK.ALL LINE WORK, LINE TYPES, ANNOTATIONS, NOTES, DETAILS, SCHEDULES, AND SPECIFICATIONS AREPART OF THE SCOPE OF WORK REGARDLESS OF COLOR.

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

NSP G

MF

P-00

1EM

S

PLUM

BIN

G K

EY T

OSY

MBO

LS,

ABBR

EVIA

TIO

NS

AND

GEN

ERAL

NO

TES

08-2

1-20

2030

% P

ROG

RESS

ISSU

E08

-21-

2020

ISSU

E FO

R D

EMO

LITIO

N P

ERM

IT10

-16-

2020

ISSU

E FO

R BI

D A

ND

PER

MIT

abrouwers
New Stamp_1
Page 2: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

(E)4

"RO

D(E

)4"S

T

(E)4"ROD

(E)4

"ST

(E)4"ROD

(E)4"ST

(E)4"ROD

(E)4"ST

(E)4"ST UPTO RD

(E)4"ST UPTO ROOF

(E)4"ROD UPTO ROOF

(E)4"ST DN

(E)4"ST UPTO RD

(E)4"ST UPTO ROOF

(E)ST UPTO ROOF

(E)4"ST DN

(E)4"ROD TO GRADE

(E)4"ST UPTO ROOF

(E)4"ROD UP TO ROOF

(E)ST DN

(E)ST UPTO RD

(E)4"ST DN

(E)4"ROD TO GRADE

(E)4"ST DN

(E)4"ROD UPTO RD

(E)4"ROD TO GRADE

(E)4"ROD UPTO RD

(E)4"ST DN

(E)4"ST UPTO ROOF

(E)4"ST DN

(R)CA UNDER 1ST FLOOR

(R)1"CA DN

(R)1/2"ABANDONED CA

(R)1/2"DCW

(R)UNDER 1ST FLOOR

(R)3/4" CITY DN

(R)3/4"DCW DN

(R)PW DNTO HX

(R)DCW HOSE

(R)4"VAC DN

(R)4"VAC DN

(R)4"VAC DN

(R)VACUUM PUMPS

(R)3/4"DCW DN

(R)1/2"DCW DN

(R)CA DN

(R)CA DN

(R)CA DN

(R)PW DN

(R)VAC DN

(R)VAC DN

(R)PW DN (R)CA DN

(R)DCW DN

(R)DCW DN

(R)PW DN

(R)VAC DN

(R)3/4"G UP TO ROOF

(R)3/4"G UP TO ROOF

(R)3/4"G

(R)3

/4"G

(R)V

AC

(R)VAC

(R)V

AC

(R)VAC

(R)V

AC

(R)VAC

(R)VAC

(R)V

AC

(R)VAC POU

(E)VENT?

(R)V

AC

(R)VAC

(R)VA

C

(R)PW

(R)P

W

(R)P

W

(R)PW

(R)PW

(R)P

W(R

)PW

(R)P

W(R

)PW

(R)1"CA

(R)1

"CA

(R)C

A

(R)1

"CA

(R)1

"CA

(R)C

A(E

CA(R

)CA

(R)CA POU (R)CA POU

(R)CA POU

(R)CA POU

(R)CA POU

(R)CA POU

(R)CA POU

(R)CA POU

(R)C

A

(R)C

A

(R)C

A

(R)C

A

(R)C

A

(R)C

A

(R)CA POU(R)C

A

(R)CA

(R)CA

(R)EW

(R)SEAL WATERSETTLING TANK

(ER)CA RECEIVER

(R)AIRCOMPRESSOR

(R)EW (R)EW

(R)EW

(R)DCW

(R)1

/2"D

CW

(R)D

CW

(R)DCW

(R)1"

DCW

(R)1"

DCW

(R)1

/2"D

CW

(R)D

CW(R

)DCW

(R)D

CW(R

)DCW

(R)DCW

(R)DCW

(R)D

CW(R

)DCW

(E)2"DCW

(R)DCW

(R)3/4"DCW

(R)3

/4"D

CW

(R)3/4"DCW (E)2"DCW (E)2"DCW (E)2"DCW

(E)2

"DCW

(E)2"DCW

EWC

STAIR #7DN

STAIR #6UP

STAIR #5UP

STAIR #4UP

9.5

9.5

9.1

9.1

9

9

8.6

8.6

8

8

7.8

7.8

7.7

7.7

7.2

7.2

7

710

10

FF

GG

G.3G.3

G.5G.5

HH

H.7H.7

JJ

J.1J.1

J.7J.7

II

6.5

6.5

6

6

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

1/4"

= 1

'-0"

NSP G

MF

PD-1

11EM

S

PLU

MBI

NG

DEM

OLI

TIO

NPA

RTI

AL P

LAN

WES

T08

-21-

2020

30%

PRO

GRE

SS IS

SUE

08-2

1-20

20IS

SUE

FOR

DEM

OLIT

ION

PER

MIT

10-1

6-20

20IS

SUE

FOR

BID

AN

D P

ERM

IT

1/4" = 1'-0"1 PARTIAL PLAN - DEMOLITION - PLUMBING - FIRST FLOOR - WEST

GENERAL NOTES:

1. SEE PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL NOTES.

2. REMOVAL SHOWN ON DRAWINGS ARE A GENERAL INDICATION ONLY AND DO NOTINDICATE THE FULL EXTENT OF REMOVALS WHICH MAY BE REQUIRED TO COMPLETE THISWORK. THEREFORE, PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALLTHOROUGHLY EXAMINE THE SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTINGCONDITIONS.

3. THE OWNER HAS SALVAGE RIGHT TO ALL EQUIPMENT BEFORE DISPOSAL; HOWEVER,DISPOSAL OF ALL UNWANTED EQUIPMENT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.

DEMOLITION SHEET NOTES:

REMOVE EXISTING AIR COMPRESSOR, AND ALL ASSOCIATED COMPRESSED AIR PIPINGAND ALL ASSOCIATED APPURTENANCES IN IT'S ENTIRETY.

REMOVE EXISTING SEAL WATER SETTLING TANK AND ALL ASSOCIATED PIPING IN IT'SENTIRETY.

REMOVE EXISTING DOMESTIC COLD WATER PIPING BACK TO POINT INDICATED ANDPREPARE FOR EXTENSION TO NEW PLUMBING FIXTURES. .

REMOVE EXISTING VACUUM PUMPS AND ALL ASSOCIATED VACUUM PIPING IN IT'SENTIRETY.

REMOVE ALL EXISTING PROCESS WATER PIPING IN IT'S ENTIRETY.

EXISTING COMPRESSED AIR RECEIVER SHALL BE REUSED AND RELOCATED TO NEWMECHANICAL ROOM. REFER TO NEW WORK PLANS.

1

2

3

4

5

6

33

1

6

5

2

4 4

C

abrouwers
New Stamp_1
Page 3: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

DW

N

UP

(E)3"G DN

TO BOILER

TO BOILER

(R)1"NG

(R)1"NG

(R)1"G DN

(R)1/2"G DN

(E)1"NG

(E)3

"NG

(E)3

"NG

(E)3

"NG

(E)2"NG

(E)2"NG

(E)3"NG

(E)3

"NG

(E)3"NG

(E)3

"NG

(E)2-1/2"NG

(E)2

"NG

(E)2"NG

(R)1

-1/2

"NG

(R)1

-1/2

"NG

9.5

9.5

9.1

9.1

9

9

8.6

8.6

8

8

7.8

7.8

7.7

7.7

7.2

7.2

7

710

10

FF

GG

G.3G.3

G.5G.5

HH

H.7H.7

JJJ.1J.1

J.7J.7

II

6.5

6.5

6

6

5.4

5.4

5.1

5.1

4.2

4.2 4

4

3

3

2

2 1.8

1.8

E.3E.3

E E

D.5 D.5

D.3 D.3

D D

C.7C.7

D.2 D.2

D.8 D.8

5.2

5.2

5.3

5.3

5

5

1

1

? ? ?

23

1

3

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

1/8"

= 1

'-0"

NSP G

MF

PD-1

31EM

S

PLU

MBI

NG

RO

OF

DEM

OLI

TIO

N P

ARTI

ALPL

AN

10-1

6-20

20IS

SUE

FOR

BID

AN

D P

ERM

IT

1/8" = 1'-0"1 PARTIAL PLAN - DEMOLITION - PLUMBING - ROOF

GENERAL NOTES:

1. SEE PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL NOTES.

2. REMOVAL SHOWN ON DRAWINGS ARE A GENERAL INDICATION ONLY AND DO NOTINDICATE THE FULL EXTENT OF REMOVALS WHICH MAY BE REQUIRED TO COMPLETE THISWORK. THEREFORE, PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALLTHOROUGHLY EXAMINE THE SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTINGCONDITIONS.

3. THE OWNER HAS SALVAGE RIGHT TO ALL EQUIPMENT BEFORE DISPOSAL; HOWEVER,DISPOSAL OF ALL UNWANTED EQUIPMENT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.

DEMOLITION SHEET NOTES:

REMOVE EXISTING NATURAL GAS PIPING FROM ACU-1 AND HVU-1 BACK TO BALL VALVEAS INDICATED AND PREPARE FOR CONNECTION TO NEW PIPING.

REMOVE EXISTING NATURAL GAS PIPING FROM HVU-2 BACK TO SCREEN WALL ASINDICATED AND PREPARE FOR CONNECTION TO NEW PIPING.

REMOVE EXISTING NATURAL GAS PIPING DOWN THRU PIPING DOWN THRU ROOF ASINDICATED AND PATCH ROOF TO MATCH EXISTING CONDITIONS.

1

2

3

abrouwers
New Stamp_1
Page 4: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

EWC

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

ESW

EW

ESW

ESWESW

EW

EW

2N 2N 2N 2N 2N 2N2N2N 2N 2N 2N

EW

EW

9.5

9.5

9.1

9.1

9

9

8.6

8.6

8

8

7.8

7.8

7.7

7.7

7.2

7.2

7

710

10

FF

GG

G.3G.3

G.5G.5

HH

H.7H.7

JJ

J.1J.1

J.7J.7

II

6.5

6.5

6

6

4"PW

4"PW

4"PW

4"PW

4"PW

4"PW

4"PW

4"PW UP

4"PW UP4"PW UP

4"PW UP

4"PW UP

4"PW UP

(E)4"SAN UP

(E)4"SAN

(E)4

"SAN

(E)4

"SAN

4"SAN

WIPES1105

PACKAGING1115

STORAGE1085

MAT. IN1113

GOWN1112

MAT. IN1110

GOWN1109

MAT. IN1107

GOWN1106

MAT. IN1104

GOWN1103

MATERIALTRANSFER CNC

1102

INCOMINGPACKAGING

PRODUCTIONPREP CNC

1086

MAINTENANCE1088

RINSE1087

MECHANICAL1089

ELECTRIC1090

EQUIPMENTSTORAGE

1091SUPPORT

1092

H4 STORAGE1094A

SIMPLE MIX1108

16 OZ. /GALLONS

1114

SIMPLE MIX1111

GOWN CNC1100

H3/H4STORAGE

1094BSTORAGE

1094

CORRIDOR CNC1101

VESTIBULE1098

CORRIDOR1099

XXXX1095

STORAGE1097

OFFICE1096

CORRIDOR1084

4"SAN

4"SAN UP4"SAN UP

4"SAN UP

TO FDTO FD

TO FCO

2"V UP

1

4"PW

2

4"TD-A 4"TD-B

4"TD

-B

4"TD-B

4"TD

-A

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

1/4"

= 1

'-0"

NSP G

MF

P-10

1EM

S

PLU

MBI

NG

UND

ERG

ROU

ND N

EWW

ORK

PAR

TIAL

PLA

N

10-1

6-20

20IS

SUE

FOR

BID

AN

D P

ERM

IT

1/4" = 1'-0"1 PARTIAL PLAN - NEW WORK - PLUMBING - UNDERGROUND

GENERAL NOTES:

1. SEE PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL NOTES.SEE PLUMBING SPECIFICATIONS FOR PIPE MATERIAL, VALVES, INSULATION, ETC. SEEPLUMBING RISER DIAGRAMS FOR COMPLETE PIPE SIZING, ACCESSORIES, DRAINAGEFIXTURE UNITS, VALVES, ETC.

2. HORIZONTAL DRAINAGE PIPING OF 2-1/2" DIAMETER AND LESS SHALL BE INSTALLEDWITH A FALL OF NOT LESS THAN 1/4" PER FOOT, PIPING OF 3" DIAMETER AND LARGERSHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/8" PER FOOT UNLESS OTHERWISENOTED.

3. THE MAXIMUM CLEANOUT SPACING FOR PIPES 4” AND SMALLER IS 75 FEET, PIPE 6” ANDLARGER IS 100 FEET.

4. EXACT LOCATION OF THE EXISTING UNDERSLAB DRAIN PIPING IS NOT KNOWN. DRAWINGDEPICTS ASSUMED LOCATIONS OF UNDERSLAB DRAIN PIPING BASED UPON EXISTINGCLIENT DRAWINGS. CONTRACTOR SHALL VERIFY EXISTING DRAIN PIPING TO DETERMINESIZE, INVERT, AND LOCATION. NOTIFY ENGINEER OF FIELD VERIFICATION PRIOR TOINSTALLATION OF NEW UNDERSLAB DRAIN PIPING AS INDICATED ON DRAWINGS.

5. FIRST FLOOR IS SLAB ON GRADE, SAWCUTTING WILL BE REQUIRED FOR DEMO AND NEWWORK SCOPE. THE EXTENT OF SAWCUTTING SHALL BE DETERMINED BY CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE FLOOR TO LOCATEREINFORCING STEEL REBAR, ELECTRICAL CONDUITS, AND OTHER SERVICES IN THECONCRETE SLAB PRIOR TO DRILLING, CORING, OR SAWCUTTING. IF THE RESULTS OF THISSCAN INDICATE A CONFLICT WITH EXISTING CONDITIONS IN THE SLAB AND THELOCATION OF NEW WORK INDICATED ON THE CONTRACT DOCUMENTS, CONTRACTORSHALL CONTACT THE ENGINEER FOR REVIEW.

1

NEW WORK SHEET NOTES:

TIE INTO EXISTING 4" UNDERGROUND SANITARY MAIN AS INDICATED.

CONTAINMENT TRENCH DRAINS SHALL DISCHARGE TO EXISTING PIT AS INDICATED.TRECH DRAINS WILL CONTAIN ANY SPILLS OR SPRIKLER DISCHARGE.

2

3

4

abrouwers
New Stamp_1
Page 5: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

EWC

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

ESW

EW

ESW

ESWESW

EW

EW

2N 2N 2N 2N 2N 2N2N2N 2N 2N 2N

EW

EW

9.5

9.5

9.1

9.1

9

9

8.6

8.6

8

8

7.8

7.8

7.7

7.7

7.2

7.2

7

710

10

FF

GG

G.3G.3

G.5G.5

HH

H.7H.7

JJ

J.1J.1

J.7J.7

II

6.5

6.5

6

6

AC01

AR01

DD01

EWH01

(E)2

"DCW

1"CA1"CA

1"DHW

1"D

HW

3/4"

DH

WR

(E)2"DCW

1"CA

1"DHW

(E)2"DCW

1/2"NPW

3/4"DHWR

1"D

HW

1 1/2

"DCW

2"DCW

1"CA

1"DHW3/4"DHWR

1"D

HW

1 1/2

"DCW

1"D

HW

3/4"

DH

WR

1"CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

NPW

3/4"DCW

3/4"CA3/4"DHW

2"D

CW1"

DH

W3/

4"D

HW

R1"

CA

2"D

CW1"

DH

W3/

4"D

HW

R1"

CA

2"D

CW1"

DH

W3/

4"D

HW

R1"

CA

2"D

CW1"

DH

W3/

4"D

HW

R1"

CA

3/4"DCW

3/4"CA3/4"DHW

3/4"DCW

3/4"CA3/4"DHW

3/4"DCW

3/4"CA3/4"DHW

3/4"DHW3/4"DCW

1/2"CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"

CA

1/2"NPW UP

1/2"NPW UP

WIPES1105

PACKAGING1115

STORAGE1085

MAT. IN1113

GOWN1112

MAT. IN1110

GOWN1109

MAT. IN1107

GOWN1106

MAT. IN1104

GOWN1103

MATERIALTRANSFER CNC

1102

INCOMINGPACKAGING

PRODUCTIONPREP CNC

1086

MAINTENANCE1088

RINSE1087

MECHANICAL1089

ELECTRIC1090

EQUIPMENTSTORAGE

1091SUPPORT

1092

H4 STORAGE1094A

SIMPLE MIX1108

16 OZ. /GALLONS

1114

SIMPLE MIX1111

GOWN CNC1100

H3/H4STORAGE

1094BSTORAGE

1094

CORRIDOR CNC1101

VESTIBULE1098

CORRIDOR1099

XXXX1095

STORAGE1097

OFFICE1096

CORRIDOR1084

HS-1

(E)SK

SS/EW-1

SS/EW-1SS/EW-1

SS/EW-1

4"TD-A 4"TD-B

4"TD

-B

4"TD-B

4"TD

-A

4"TD

-A

EW-1

EW-1

EW-1

EW-1

1/2" CA DN 5

EW-1

3/4"DHW DN3/4"DCW DN

1/2"CA DN 1/2"CA DN 1/2"CA DN 1/2"CA DN

1/2"CA DN3/4"DHW DN

3/4"DCW DN

1/2"CA DN

1/2"CA DN 1/2"CA DN 1/2"CA DN 1/2"CA DN

3/4"DCW DN

3/4"DHW DN

1/2"CA DN 1/2"CA DN

1/2"CA DN

1/2"CA DN

1/2"CA DN

1/2"CA DN

3/4"DCW DN

3/4"DHW DN

1/2"CA DN1/2"CA DN1/2"CA DN1/2"CA DN

3/4"DCW DN

3/4"DHW DN

1 1/2"DCW DN1"DHW DN

TO HSG

TO HSG

1 1/2"DCW DN1"DHW DN

1"DHW DN1 1/2"DCW DN

1 1/2"DCW DN

(E)EWC

1

HW/CWTO HS-1

(E)GAS METER

1/2"CA DN

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

1908

748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NG

INEE

RIN

G IN

C.20

SO

UTH

MAP

LE S

TREE

TAM

BLER

, PA

190

0221

5-54

0-98

00 P

HO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

1/4"

= 1

'-0"

NSP G

MF

P-11

1EM

S

PLU

MBI

NG

FIR

STFL

OO

R N

EW W

OR

KPA

RTI

AL P

LAN

WES

T

10-1

6-20

20IS

SUE

FOR

BID

AN

D P

ERM

IT

1/4" = 1'-0"1 PARTIAL PLAN - NEW WORK - PLUMBING - FIRST FLOOR - WEST

GENERAL NOTES:

1. SEE PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL NOTES.SEE PLUMBING SPECIFICATIONS FOR PIPE MATERIAL, VALVES, INSULATION, ETC. SEEPLUMBING RISER DIAGRAMS FOR COMPLETE PIPE SIZING, ACCESSORIES, DRAINAGEFIXTURE UNITS, VALVES, ETC.

2. HORIZONTAL DRAINAGE PIPING OF 2-1/2" DIAMETER AND LESS SHALL BE INSTALLEDWITH A FALL OF NOT LESS THAN 1/4" PER FOOT, PIPING OF 3" DIAMETER AND LARGERSHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/8" PER FOOT UNLESS OTHERWISENOTED.

3. THE MAXIMUM CLEANOUT SPACING FOR PIPES 4” AND SMALLER IS 75 FEET, PIPE 6” ANDLARGER IS 100 FEET.

4. EXACT LOCATION OF THE EXISTING UNDERSLAB DRAIN PIPING IS NOT KNOWN. DRAWINGDEPICTS ASSUMED LOCATIONS OF UNDERSLAB DRAIN PIPING BASED UPON EXISTINGCLIENT DRAWINGS. CONTRACTOR SHALL VERIFY EXISTING DRAIN PIPING TO DETERMINESIZE, INVERT, AND LOCATION. NOTIFY ENGINEER OF FIELD VERIFICATION PRIOR TOINSTALLATION OF NEW UNDERSLAB DRAIN PIPING AS INDICATED ON DRAWINGS.

5. FIRST FLOOR IS SLAB ON GRADE, SAWCUTTING WILL BE REQUIRED FOR DEMO AND NEWWORK SCOPE. THE EXTENT OF SAWCUTTING SHALL BE DETERMINED BY CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE FLOOR TO LOCATEREINFORCING STEEL REBAR, ELECTRICAL CONDUITS, AND OTHER SERVICES IN THECONCRETE SLAB PRIOR TO DRILLING, CORING, OR SAWCUTTING. IF THE RESULTS OF THISSCAN INDICATE A CONFLICT WITH EXISTING CONDITIONS IN THE SLAB AND THELOCATION OF NEW WORK INDICATED ON THE CONTRACT DOCUMENTS, CONTRACTORSHALL CONTACT THE ENGINEER FOR REVIEW.

1

NEW WORK SHEET NOTES:

TIE INTO EXISTING COLD WATER PIPING AS INDICATED AND INSTALL NEW BACKFLOWPREVENTOR (WATTS LF009QTS) FOR MAKE-UPS WATER TO ROOFTOP HUMIDIFER

1/2" COMPRESSED AIR DOWN ALONG WALL. SEE PLUMBING DETAIL 8/P-701.

3/4" COLD WATER & 3/4" HOT WATER DOWN TO EMERGENCY MIXING VALVE MOUNTEDABOVE CEILING, 3/4" TEMPERED WATER TO EYEWASH. SEE PLUMBING DETAIL 6/P-701.

1-1/2" COLD WATER & 1" HOT WATER DOWN TO EMERGENCY MIXING VALVE ANDMOUNTED EYEWASH. SEE PLUMBING DETAIL 5/P-701.

2

3

4

2

22

22

2

2

22 2

2

2 2 2 2

2

2

22 2

44

3

3

3

3

3

4

2

4

abrouwers
New Stamp_1
Page 6: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

(E)SK

LS-1

LS-1

SS/EW-1

(E)DCW DN

(E)DCW DN

(E)DCW DN

(E)DCW DN

(E)V

AC(E

)VAC

(E)1/

2"CA

(E)1/

2"CA

(E)EW

(E)1/

2"DH

WR

1/2"DCW

(E)1/

2"DH

W

(E)1/2"DHW

(E)1/2"DHW

1/2"DCW

(E)1/2"DCW

(E)1/2"DCW

(E)1/2"DCW

(E)1/

2"DC

W(E

)1/2"

DCW

(E)1/2"DCW

4'fu

meh

ood

4'fu

meh

ood

V V

V

V

V

V

V

V

HC

W

HC

W

V

ESW

FF

GG

4.2

4.2 4

4

3

3

2

2

E.3E.3

E E

D.5 D.5

D.3 D.3

D.2 D.2

D.8 D.8

12

2

3

4

CHEMISTRY1067

TESTING1066

INCUBATION /MEDIA

STORAGE1065

STORAGE /FUTURE LAB

1064

WEAR ROOM1060

ENVIRONMENTALROOM

1061

CORRIDOR1074

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

1/4"

= 1

'-0"

Aut

hor

Che

cker

P-11

2D

esig

ner

PLU

MBI

NG

FIR

STFL

OO

R P

ARTI

AL P

LAN

EAST

1/4" = 1'-0"1 PARTIAL PLAN - NEW WORK - PLUMBING - FIRST FLOOR - EAST

GENERAL NOTES:

1. SEE PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL NOTES.SEE PLUMBING SPECIFICATIONS FOR PIPE MATERIAL, VALVES, INSULATION, ETC. SEEPLUMBING RISER DIAGRAMS FOR COMPLETE PIPE SIZING, ACCESSORIES, DRAINAGEFIXTURE UNITS, VALVES, ETC.

2. HORIZONTAL DRAINAGE PIPING OF 2-1/2" DIAMETER AND LESS SHALL BE INSTALLEDWITH A FALL OF NOT LESS THAN 1/4" PER FOOT, PIPING OF 3" DIAMETER AND LARGERSHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/8" PER FOOT UNLESS OTHERWISENOTED.

3. THE MAXIMUM CLEANOUT SPACING FOR PIPES 4” AND SMALLER IS 75 FEET, PIPE 6” ANDLARGER IS 100 FEET.

4. EXACT LOCATION OF THE EXISTING UNDERSLAB DRAIN PIPING IS NOT KNOWN. DRAWINGDEPICTS ASSUMED LOCATIONS OF UNDERSLAB DRAIN PIPING BASED UPON EXISTINGCLIENT DRAWINGS. CONTRACTOR SHALL VERIFY EXISTING DRAIN PIPING TO DETERMINESIZE, INVERT, AND LOCATION. NOTIFY ENGINEER OF FIELD VERIFICATION PRIOR TOINSTALLATION OF NEW UNDERSLAB DRAIN PIPING AS INDICATED ON DRAWINGS.

5. FIRST FLOOR IS SLAB ON GRADE, SAWCUTTING WILL BE REQUIRED FOR DEMO AND NEWWORK SCOPE. THE EXTENT OF SAWCUTTING SHALL BE DETERMINED BY CONTRACTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE FLOOR TO LOCATEREINFORCING STEEL REBAR, ELECTRICAL CONDUITS, AND OTHER SERVICES IN THECONCRETE SLAB PRIOR TO DRILLING, CORING, OR SAWCUTTING. IF THE RESULTS OF THISSCAN INDICATE A CONFLICT WITH EXISTING CONDITIONS IN THE SLAB AND THELOCATION OF NEW WORK INDICATED ON THE CONTRACT DOCUMENTS, CONTRACTORSHALL CONTACT THE ENGINEER FOR REVIEW.

1

NEW WORK SHEET NOTES:

TIE INTO EXISTING HOT AND COLD WATER AS INDICATED AND DROP DOWN IN WALL TOSERVE NEW SINKS.

TIE INTO EXISTING UNDERGROUND SANITARY WASTE THAT SERVED DEMOLISHED SINKAND EXTEND TO NEW SINKS. EXISTING UNDERGROUND DRAWINGS ARE NOT AVAILABLECONTRACTOR SHALL SCOPE PIPING TO LOCATE TIE IN LOCATION.

TIE INTO EXISTING SANITARY VENT THAT SERVED DEMOLISHED SINK AS INDICATED.

TIE INTO NEAREST 1" OR LARGER HOT AND COLD WATER PIPING TO SERVE NEW SS/EW-1.

2

3

4

abrouwers
New Stamp_1
Page 7: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

DW

N

UP

1"G

(E) 2

"G

(E) 2" G (E) 2 1/2" G

(E) 3

"G

(E) 3" G

(E) 3

"G

(E) 3" G

(E) 3" G

(E) 2" G

(E) 2" G

(E) 3

"G

1"G

3/4" G

HSGAHU-5

AHU5

EF5.1/5.2

EF5.4

EF5.3

3/4" G

2" G

HSGRTU-8A

HSGRTU-8B

RTU8B

RTU8A

(E)AHU7

AHU9

EF9.1

EF9.2

3/4" G

3/4"

3/4"

1/2" NPW UP

1/2" NPW UP

2

2

2

9.5

9.5

9.1

9.1

9

9

8.6

8.6

8

8

7.8

7.8

7.7

7.7

7.2

7.2

7

710

10

FF

GG

G.3G.3

G.5G.5

HH

H.7H.7

JJJ.1J.1

J.7J.7

II

6.5

6.5

6

6

5.4

5.4

5.1

5.1

4.2

4.2 4

4

3

3

2

2 1.8

1.8

E.3E.3

E E

D.5 D.5

D.3 D.3

D D

C.7C.7

D.2 D.2

D.8 D.8

5.2

5.2

5.3

5.3

5

5

1

1

1

1

1

3

1/2"RPZ

(280 CFH)

(280 CFH)

(400 CFH)

(400 CFH)

(420 CFH)

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

1/8"

= 1

'-0"

NSP G

MF

P-13

1EM

S

PLUM

BIN

G R

OO

F N

EWW

OR

K PA

RTIA

L PL

AN10

-16-

2020

ISSU

E FO

R BI

D A

ND

PER

MIT

1/8" = 1'-0"1 PARTIAL PLAN - NEW WORK - PLUMBING - ROOF

GENERAL NOTES:

1. SEE PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL NOTES.SEE PLUMBING SPECIFICATIONS FOR PIPE MATERIAL, VALVES, INSULATION, ETC. SEEPLUMBING RISER DIAGRAMS FOR COMPLETE PIPE SIZING, ACCESSORIES, DRAINAGEFIXTURE UNITS, VALVES, ETC.

2. HORIZONTAL DRAINAGE PIPING OF 2-1/2" DIAMETER AND LESS SHALL BE INSTALLEDWITH A FALL OF NOT LESS THAN 1/4" PER FOOT, PIPING OF 3" DIAMETER AND LARGERSHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/8" PER FOOT UNLESS OTHERWISENOTED.

1

NEW WORK SHEET NOTES:

TIE INTO NEW NATURAL GAS PIPING ON ROOF AS INDICATED.

3/4" NATURAL GAS AND 1/2" NON-POTABLE WATER TO ROOFTOP HUMIDIFIER. SEEPLUMBING DETAILS FOR MORE INFORMATION.

TIE INTO EXISTING COLD WATER PIPING NEAR WATER HEATER AND INSTALL NEW 1/2"REDUCED PRESSURE BACKFLOW PREVENTER (WATTS LF009QTS) FOR MAKE-UP WATER TOHUMIDIFIER HSG-AHU-5. ROUTE NON-POTABLE WATER UNDER DUNNAGE TOHUMIDIFIER. REFER TO ELECTRICAL DRAWINGS FOR HEAT TRACING.

2

3

abrouwers
New Stamp_1
Page 8: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

1"TW

1/2"

TW

40"

SIGNEMER

1DETAIL - TRAPEZE SUPPORT INSULATED PIPINGNOT TO SCALE

PIPECLAMP

PROTECTIVEJACKET/SHEILD

PIPE

PIPE INSULATION

ALLTHREAD

TRAPEZEHANGER

PIPE

LINK SEAL

SCHEDULE 40 PIPE SLEEVEEXISTING CONCRETEOR CMU WALL

MASTIC COATINGON WALL & PIPE (TYP)

DETAIL - PIPE SLEEVE (EXISTING WALL BELOW GRADE)NOT TO SCALE2 3

DETAIL - ELECTRIC WATER HEATER (EWH-X)NOT TO SCALE

1"DHWR 1"DCW

1"DHW

1"

1"1"

1"

1"

54" A

BOVE

FIN

ISH

ED F

LOO

R TEMPERATURE GAUGE

STRAHMAN 50' X 5/8"IDPREMIUM WRAPPEDWHITE HOSE WITH FDAINTERNAL TUBE

BLENDING CHAMBER

STAINLESS STEEL BODY

STAINLESS STEEL BALL VALVE

CHECK VALVE

3/4"-14 NPT6"OC

STRAHMAN M-75 SPRAY NOZZLEWITH RENEWABLE WHITE COVERAND SWIVEL-PRO ADAPTER.

DETAIL - SURFACE MOUNTED HOSE STATIONNOT TO SCALE4

FINISHED FLOOR

FLOOR FLANGE

STAINLESS STEELBOWL W/STAY OPENPUSH FLAG

EMERGENCYSIGN

STAINLESS STEELSHOWER HEAD

STAY OPEN BALL VALVE

STAINLESS STEELPULL ROD

84"

69" M

AX

37.5

"

5DETAIL - SAFETY SHOWER/EYEWASH W/MIXING VALVENOT TO SCALE

EMERGENCY SHOWER MIXINGVALVE MOUNT ABOVE CEILINGWITHIN 10'-0" OF SHOWER

NOTE: VALVE SHALL COMPLY WITH ANSI Z358.12014. SPECIFY VALVE WITH COLD WATER BYPASS,SET TEMP AT 75 DEGREES F. THE MIXING VALVEMUST BE INSTALLED WITH INLET CHECK VALVESAND THE EYEWASH/FACEWASH FIXTURE SHOULDBE INSTALLED 4 TO 10 FEET FROM THE MIXINGVALVE. HOT AND COLD WATER INLET PRESSURESMUST BE EQUAL.

6DETAIL - WALL MOUNTED EYEWASH & TMV (EW-X)NOT TO SCALE

FINISHED FLOOR

EMERGENCY SHOWER MIXINGVALVE MOUNT ABOVE CEILINGWITHIN 10'-0" OF SHOWER

FINISHED WALL

TAILPIECEONLY (NO

TRAP)

STAINLESS STEEL BOWL

STAINLESS STEELPUSH FLAG TOOPERATE STAY

OPEN VALVE

FINISHED CEILING

NOTE: VALVE SHALL COMPLY WITH ANSIZ358.1 2014. SPECIFY VALVE WITH COLDWATER BYPASS, SET TEMP AT 75 DEGREES F.THE MIXING VALVE MUST BE INSTALLED WITHINLET CHECK VALVES AND THEEYEWASH/FACEWASH FIXTURE SHOULD BEINSTALLED 4 TO 10 FEET FROM THE MIXINGVALVE. HOT AND COLD WATER INLETPRESSURES MUST BE EQUAL.

RTU-

7DETAIL - NATURAL GAS EQUIPMENT CONNECTIONNOT TO SCALE

ROOF

SHUT OFF VALVE

PRESSURE REGULATOR

UNION

RTU-

ROOF

SHUT OFF VALVE

PRESSURE REGULATOR

UNION

SEDIMENT TRAP(TYP 2)

SEDIMENT TRAP(TYP 2)

ESCUTCHEON PLATE ATCEILING PENETRATION

PIPE CLAMP5'-0" SPACING (TYP)

3 PIECE BALL VALVESWAGELOK SERIES 60BRASS BODY, STAINLESS TRIM

COMPRESSION ENDS

UNISTRUT SUPPORT ON WALL/CHASE

PIPE

LAB

EL

8DETAIL - COMPRESSED AIR DROPNOT TO SCALE

FINISHED CEILING

FINISHED FLOOR

QUICK-CONNECTMAKE:MODEL:

BY C

ON

TRAC

TOR

BYO

THER

S

48"A

FF

T&PRELIEFVALVE

EWH1

P-DHWR1

THERMOMETER0-200°F (TYP)

EXPANSION TANKAMTROL ST-12-C

PRESSURE GAUGE0-150 PSIG (TYP)

12"M

IN

VACUUM RELIEF VALVE(REQ WHEN WATERHEATER IS ABOVEFIXTURES)

18 GAUGE DRAIN PAN WITH SIDE OUTLET

TACO 265-3 DIGITALTIMER AND TACO 563-2

AQUASTAT

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

NSP G

MF

P-70

1EM

S

PLUM

BING

DET

AILS

10-1

6-20

20IS

SUE

FOR

BID

AN

D P

ERM

IT

abrouwers
New Stamp_1
Page 9: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

NSP G

MF

P-80

1EM

S

PLUM

BING

SCH

EDUL

ES

1. TESTING WITH AIR IS NOT PERMITTED, PER PLUMBING CODE NO SECTION SHALL BE TESTED WITH LESS THAN 10 FOOT OF HEAD OF WATER.

NOTES:

SANITARY VENT, UNDERGROUND V ALL - CI1 1 < 140 -

SANITARY VENT, ABOVE GROUND V ALL CI2 CI2 1 < 140 -

SANITARY DRAINAGE, UNDERGROUND SAN ALL - CI1 1 < 140 -

SANITARY DRAINAGE, ABOVE GROUND SAN ALL CI2 CI2 1 < 140 -

NON-POTABLE WATER, ABOVE GROUND NPW ALL CU17 CU17 40-60 100

NATURAL GAS > 5 PSIG, ABOVE GROUND G ALL CS11 CS11 AMBIENT 5

NATURAL GAS < 5 PSIG, ABOVE GROUND G ALL CS11 CS11 AMBIENT 1

DOMESTIC TEMPERED WATER TPW ALL CU11 CU11 75 100

DOMESTIC HOT WATER, ABOVE GROUND DHW ALL CU11 CU11 140 100

DOMESTIC HOT WATER RETURN, ABOVE... DHWR ALL CU11 CU11 100-120 100

DOMESTIC COLD WATER, ABOVE GROUND DCW ALL CU11 CU11 40-60 100

COMPRESSED AIR, CLEAN (NON-VALIDATED) CCA ALL SS11 CU14 AMBIENT 100

PIPING SYSTEM SYSTEMABBREV. SIZE RANGE

EXPOSEDPIPINGDATASHEET

CONCEALEDPIPINGDATASHEET

NOTES

OPERATINGTEMP.RANGE

[ºF]

MAXIMUMOPERATINGPRESSURE

[PSIG]

PLUMBING PIPING SYSTEM DATA SHEET APPLICATION SCHEDULE

NOTES:1. VALUES BASED ON ASHRAE 90.1 TABLES 6.8.3-1 AND 6.8.3-2 MINIMUM PIPING INSULATION THICKNESS.2. TYPE AND THICKNESS SHOWN FOR INDOOR APPLICATIONS. INCREASE LISTED THICKNESS BY 0.5 INCHES FOR OUTDOOR APPLICATIONSOR WHERE EXPOSED TO AMBIENT CONDITIONS FOR CONDENSATION CONTROL.3. ALL EXPOSED PIPING IN PROCESSING, GMP, OR ANY WET AREAS SUCH AS KITCHENS, WET PRODUCTION ROOMS, WASH AREAS, ANDDISHWASH AREAS SHALL HAVE A PVC JACKET.

E 0.5 0.5 1.0 1.0 (3) - - -60-100

A 0.5 0.5 1.0 1.0 (3) - - -

EXPOSED CONCEALED EXPOSED CONCEALED<1 1 to <1.5 1.5 to <4 4 to <8

INDOOR OUTDOORFLUID TEMPRANGE F

INSULATIONTYPE

INSULATION THICKNESS (IN) FOR PIPE SIZES FIELD APPLIED JACKETS

TEMPERED SYSTEMS : TEMPERED WATER

E 1.0 1.0 1.5 1.5 (3) - - -105-140

A 1.0 1.0 1.5 1.5 (3) - - -

EXPOSED CONCEALED EXPOSED CONCEALED<1 1 to <1.5 1.5 to <4 4 to <8

INDOOR OUTDOORFLUID TEMPRANGE F

INSULATIONTYPE

INSULATION THICKNESS (IN) FOR PIPE SIZES FIELD APPLIED JACKETS

HOT SYSTEMS : DOMESTIC HOT WATER SUPPLY & RETURN (1)

E 1.0 1.0 1.0 1.5 (3) - - -40-60

A 1.0 1.0 1.0 1.5 (3) - - -

EXPOSED CONCEALED EXPOSED CONCEALED<1 1 to <1.5 1.5 to <4 4 to <8

INDOOR OUTDOORFLUID TEMPRANGE F

INSULATIONTYPE

INSULATION THICKNESS (IN) FOR PIPE SIZES FIELD APPLIED JACKETS

COLD SYSTEMS : DOMESTIC COLD WATER (1)

PLUMBING PIPING INSULATION SCHEDULE

AND AT BRANCH CONNECTIONS. PIPING LARGER THAN 12" SHALL BE SUPPORTED ON BOTH SIDES OF THE COUPLING.

OF ONE HANGER PER PIPE SECTION WITHIN 18 INCHES OF EACH JOINT, AT CHANGES IN DIRECTION,

2. MAXIMUM SPACING SHALL BE INCREASED TO 10 FEET WHERE 10 FOOT LENGTHS ARE INSTALLED. MINIMUM

AND AT BRANCH CONNECTIONS.

1. MINIMUM OF ONE HANGER PER PIPE SECTION WITHIN 18 INCHES OF EACH JOINT, AT CHANGES IN DIRECTION,

NOTES:

2. ROD SIZES MAY BE REDUCED ONE NOMINAL SIZE FOR DOUBLE-ROD HANGERS. MINIMUM 3/8" ROD DIAMETER.

1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

GENERAL NOTES:

4" 10 15 5/8

3" 10 15 1/2

2-1/2" 10 15 1/2

2" 10 15 3/8

1-1/2" 10 15 3/8

3/4" & 1" 8 15 3/8

CARBON OR STAINLESS STEEL PIPE (GAS)

1/2" 6 15 3/8

1-1/2" & 2" 8 10 3/8

1 & 1-1/4" 5 10 3/8

3/4" 4 10 3/8STAINLESS STEEL TUBING (GAS)

1/2" & SMALLER 3 10 3/8

2" 8 10 3/8

1-1/2" 8 10 3/8

1-1/4" 7 10 3/8

1" 6 10 3/8

COPPER OR COPPER-ALLOY PIPE (WATER & GAS)

1/2" & 3/4" 5 10 3/8

4" 5 (NOTE 2) 15 5/8

3" 5 (NOTE 2) 15 1/2

2-1/2" 5 (NOTE 2) 15 1/2

2" 5 (NOTE 2) 15 3/8

CAST IRON PIPE (DRAINAGE & VENT)

1-1/2" 5 (NOTE 2) 15 3/8

PIPING SYSTEM MATERIAL SIZE RANGE

MAXIMUMHORIZONTAL

SPACING[FEET]

MAXIMUMVERTICALSPACING

[FEET]

RODDIAMETER[INCHES](NOTE 1)

PLUMBING PIPING SUPPORT SPACING SCHEDULE

PROTECT DRAINS DURING REMAINDER OF CONSTRUCTION PERIOD TO AVOID CLOGGING WITH DIRT AND DEBRIS AND TO PREVENT DAMAGE FROM TRAFFICAND CONSTRUCTION WORK. PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY AND WHEN WORK STOPS.

THIS SPECIFICATION COVERS SERVICE WEIGHT CAST IRON PIPE, FITTINGS, AND COMPRESSION GASKETS USED IN UNDERGROUND SANITARY DRAIN, WASTE ANDVENT (DWV), SEWER, AND STORM DRAINAGE APPLICATIONS. THIS SYSTEM IS INTENDED FOR USE IN NON-PRESSURE APPLICATIONS.

ACCEPTABLE PIPING & FITTING MANUFACTURERS’ INCLUDE: CHARLOTTE PIPE OR TYLER PIPE.

NOTES:

2" - 15" JOINTS CAN BE MADE USING A COMPRESSION GASKET MANUFACTURED FROM AN ELASTOMER MEETING THE REQUIREMENTSOF ASTM C564, OR PURE LEAD AND OAKUM CAULKED JOINTS MEETING THE REQUIREMENTS OF ASTM B29.

JOINTS:

2" - 15"SERVICE WEIGHT HUB AND SPIGOT CAST IRON PIPE AND FITTINGS SHALL BE MANUFACTURED FROM GRAY CAST IRON ANDSHALL CONFORM TO ASTM A74. ALL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CASTIRON SOIL PIPE INSTITUTE (CISPI) AND LISTED BY NSF INTERNATIONAL.

PIPE & FITTINGS:

PRESSURE & TEMPERATURERATING 6 PSIG MAXIMUM PRESSURE, 140oF MAXIMUM TEMPERATURE

ITEMS AND SIZES GENERAL DESCRIPTION

PIPING DATA SHEET, CI1

PROTECT DRAINS DURING REMAINDER OF CONSTRUCTION PERIOD TO AVOID CLOGGING WITH DIRT AND DEBRIS AND TO PREVENT DAMAGE FROM TRAFFICAND CONSTRUCTION WORK. PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY AND WHEN WORK STOPS.

COUPLINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S BAND TIGHTENING SEQUENCE AND TORQUE RECOMMENDATIONS. TIGHTENBANDS WITH A PROPERLY CALIBRATED TORQUE LIMITING DEVICE. FOR USE ON INDOOR ABOVE GROUND PIPING ONLY. THE USE OF UNSHIELDED COUPLINGS ISPROHIBITED. ACCEPTABLE MANUFACTURERS’ INCLUDE: TYLER PIPE, MIFAB, CLAMP-ALL CORP., OR HUSKY.

THIS SPECIFICATION COVERS SERVICE WEIGHT CAST IRON PIPE, FITTINGS, AND COUPLINGS USED IN ABOVE GROUND SANITARY DRAIN, WASTE AND VENT (DWV),SEWER, AND STORM DRAINAGE APPLICATIONS. THIS SYSTEM IS INTENDED FOR USE IN NON-PRESSURE APPLICATIONS.

ACCEPTABLE PIPING & FITTING MANUFACTURERS’ INCLUDE: CHARLOTTE PIPE OR TYLER PIPE.NOTES:

1-1/2" -15"HEAVY DUTY HUBLESS COUPLINGS SHALL CONFORM TO CISPI STANDARD 310 AND BE CERTIFIED BY NSF INTERNATIONAL, ANDINCORPORATE A SHIELD AND CLAMP ASSEMBLY FABRICATED FROM 300 SERIES STAINLESS STEEL. THE GASKET SHALL BE MADEFROM A NEOPRENE ELASTOMER COMPOUND CONFORMING TO ASTM C 564.

JOINTS:

1-1/2" -15"HUBLESS CAST IRON PIPE AND FITTINGS SHALL BE MANUFACTURED FROM GRAY CAST IRON AND SHALL CONFORM TO ASTM A888 AND CISPI STANDARD 301. ALL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CASTIRON SOIL PIPE INSTITUTE AND LISTED BY NSF INTERNATIONAL.

PIPE & FITTINGS:

PRESSURE & TEMPERATURERATING 6 PSIG MAXIMUM PRESSURE, 140oF MAXIMUM TEMPERATURE

ITEMS AND SIZES GENERAL DESCRIPTION

PIPING DATA SHEET, CI2

INSTALL UNIONS IN PIPES NPS 2 AND SMALLER, ADJACENT TO EACH VALVE, AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. UNIONS ARE NOTREQUIRED AT FLANGED CONNECTIONS.

DO NOT INSTALL NATURAL-GAS PIPING IN SOLID WALLS OR PARTITIONS.

DO NOT INSTALL NATURAL-GAS PIPING IN OR THROUGH CIRCULATING AIR DUCTS, CLOTHES OR TRASH CHUTES, CHIMNEYS OR GAS VENTS (FLUES), VENTILATINGDUCTS, OR DUMBWAITER OR ELEVATOR SHAFTS.

THIS SPECIFICATION COVERS PIPE, FITTINGS, AND ACCESSORIES USED IN NATURAL GAS APPLICATIONS.

ACCEPTABLE PLUG VALVE MANUFACTURERS INCLUDE HOMESTEAD, FLOWSERVE, OR MCDONALD.

ACCEPTABLE BALL VALVE MANUFACTURERS INCLUDE WATTS, APOLLO, NIBCO, OR MILWAUKEE.

NOTES:

2-1/2"-12"MSS-SP-78, TYPE IV, CLASS 125, CAST IRON BODY/PLUG/BONNET ASTM A-126 CLASS B, 200 PSI CWP, FULL PORT, FLANGEDENDS, 2-1/2"-4" WRENCH OPERATED, 6" AND LARGER GEAR OPERATED, "WOG" STAMPED ON BODY, CONFORMS TO ASMEB16.38. HOMESTEAD SERIES 600 OR APPROVED EQUAL.

1/2"-2"MSS-SP-78, TYPE IV, CLASS 125, CAST IRON BODY/PLUG/BONNET ASTM A-126 CLASS B, 200 PSI CWP, FULL PORT, THREADEDENDS, WRENCH OPERATED, "WOG" STAMPED ON BODY, CONFORMS TO ASME B16.33. HOMESTEAD SERIES 600 OR APPROVEDEQUAL.

VALVES, LUBRICATED PLUG:

2-1/2"-4" TWO-PIECE, FULL-PORT, BRASS BALL VALVE WITH BRASS TRIM, MSS SP-110, 600 PSIG CWP, THREADED ENDS, "WOG" STAMPEDON BODY, ASME B16.38 (UP TO 125 PSIG). APOLLO 64 SERIES OR APPROVED EQUAL..

1/2" - 4"TWO-PIECE, FULL-PORT, BRASS BALL VALVE WITH BRASS TRIM, MSS SP-110, 600 PSIG CWP, THREADED ENDS, "WOG" STAMPEDON BODY, ASME B16.33 (UP TO 125 PSIG)/ASME B16.44 (UP TO 5 PSIG)/ANSI Z21.15 (UP TO 1/2 PSIG). APOLLO 64 SERIES ORAPPROVED EQUAL.

VALVES, BALL:

1/2" - 12" A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OF THE APPLIANCE SHUT OFF VALVE AS CLOSE TO THE INLET OF THEAPPLIANCE AS PRACTICAL. LOCATE WHERE ACCESSIBLE TO PERMIT CLEANING AND EMPTYING.

SEDIMENT TRAPS:

UNIONS 1/2" THRU 1" - ASME B16.39, CLASS 150, MALLEABLE IRON WITH BRASS-TO-IRON SEAT, GROUND JOINT, AND THREADED ENDS

UNIONS:

NATURAL GAS PIPING LOCATED IN INACCESSIBLE AREAS SHALL HAVE WELDED JOINTS.

WELDING FILLER METALS: COMPLY WITH AWS D10.12/D10.12M FOR WELDING MATERIALS APPROPRIATE FOR WALL THICKNESSAND CHEMICAL ANALYSIS OF STEEL PIPE BEING WELDED.1/2" - 12"

JOINT COMPOUND AND TAPE: SUITABLE FOR NATURAL GAS SERVICE.

JOINTS:

1/2" - 12" > 5 PSIG - WROUGHT-STEEL WELDING ENDS ASTM A234/A234M FOR BUTT WELDING AND SOCKET WELDING2-1/2" - 12" < 2 PSIG - WROUGHT-STEEL WELDING ENDS, ASTM A234/A234M FOR BUTT WELDING AND SOCKET WELDING1/2" - 2" < 2 PSIG - MALLEABLE IRON THREADED ENDS, ASME B16.3, ASTM A197,CLASS 150, STANDARD PATTERN

FITTINGS:

1/2" - 12" SCHEDULE 40 STEEL PIPE, ASTM A53, BLACK STEEL, TYPE E, GRADE B

PIPE:

PRESSURE & TEMPERATURERATING 150 PSIG MAXIMUM PRESSURE, 300oF MAXIMUM TEMPERATURE

ITEMS AND SIZES GENERAL DESCRIPTION

PIPING DATA SHEET, CS11

ACCEPTABLE VALVE MANUFACTURERS INCLUDE WATTS, APOLLO, CRANE, NIBCO, JOMAR, OR MILWAUKEE.

NSF/ANSI 372 IS A LEAD CONTENT STANDARD THAT CAN BE USED TO VERIFY THE LEAD CONTENT OF ANY PRODUCT, MATERIAL, AND COMPONENT THATCONVEYS OR DISPENSES WATER FOR HUMAN CONSUMPTION

NSF/ANSI 61 IS A PERFORMANCE BASED STANDARD ESTABLISHED TO MEASURE CONTAMINATES INTRODUCED INTO DRINKING WATER FROM PRODUCTS.

LEAD FREE REFERS TO THE WETTED SURFACE OF PIPE AND FITTINGS IN POTABLE WATER SYSTEMS THAT HAVE A WEIGHTED AVERAGE LEAD CONTENT ≤ 0.25%.ALL POTABLE WATER SERVICE MUST MEET NSF/ANSI 61 & 372

THIS SPECIFICATION COVERS COPPER PIPE, FITTINGS, AND ACCESSORIES USED IN POTABLE WATER APPLICATIONS.

NOTES:

1/2" - 4" 400 PSIG CWP, Y-PATTERN, BRONZE BODY, SOLDER ENDS, AND NSF/ANSI 61 & 372. APOLLO 59LF-300 SERIES OR APPROVEDEQUAL.

STRAINERS:

1/2" - 2" 200 PSIG CWP, Y-PATTERN, BRONZE BODY & DISC, SOLDER ENDS, AND ANSI/NSF 61-8 & 372. APOLLO 161SLF OR APPROVEDEQUAL.

VALVES, CHECK:

1/2" - 4" 600 PSIG CWP, FULL PORT, 2-PIECE BRONZE BODY, STAINLESS STEEL TRIM, PTFE SEATS, SOLDER ENDS, 2-1/4" STEM EXTENSION,NSF/ANSI 61 & 372. APOLLO 77FLF-240 SERIES OR APPROVED EQUAL.

VALVES, BALL:

UNIONS 1/2" THRU 1” - WROUGHT COPPER WITH COPPER SEATS, ASME B16.22, MSS SP-104, NSF/ANSI 61 & 372.

UNIONS:

1/2" - 6" SOLDERED, LEAD FREE ALLOYS, ASTM B 32 WITH WATER FLUSHABLE FLUX, NON-TOXIC, ASTM B 813.

JOINTS:

1/2" - 6" WROUGHT COPPER AND COPPER ALLOY SOLDER JOINT PRESSURE FITTINGS, ASME B16.22, NSF/ANSI 61 & 372.

FITTINGS:

1/2" - 6" TYPE L HARD COPPER TUBE, DRAWN TEMPER, ASTM B 88, NSF/ANSI 61 & 372.

PIPE:

PRESSURE & TEMPERATURERATING 150 PSIG @ 150F

ITEMS AND SIZES GENERAL DESCRIPTION

PIPING DATA SHEET, CU11

ACCEPTABLE VALVE MANUFACTURERS INCLUDE BEACON MEDAES APOLLO, NIBCO, JOMAR, OR MILWAUKEE.

THIS SPECIFICATION COVERS COPPER PIPE, FITTINGS, AND ACCESSORIES USED IN LABORTORY GAS APPLICATIONS.

NOTES:

1/2" - 2"2” AND UNDER – CLASS 125, 250 PSI WOG PRESSURE, BRONZE ALLOY BODY, INLINE LIFT TYPE, TFE SEAT AND RESILIENT DISCS,STAINLESS STEEL SPRING ACTUATED, THREADED ENDS. MANUFACTURER CLEANED, PURGED, AND BAGGED ACCORDING TO CGAG-4.1 FOR OXYGEN SERVICE.

VALVES, CHECK:

1/2" - 4"MSS SP-110, 600 PSI WOG PRESSURE, THREE PIECE CONSTRUCTION, BRONZE BODY, FULL PORT, STAINLESS STEEL BALL ANDSTEM, BLOWOUT PROOF STEM WITH PTFE SEATS, AND COPPER TUBE EXTENSIONS WITH SOLDER ENDS. MANUFACTURERCLEANED, PURGED, AND BAGGED ACCORDING TO CGA G-4.1 FOR OXYGEN SERVICE.

VALVES, BALL:

UNIONS ASME B16.22 OR MSS SP-123, WROUGHT COPPER OR CAST-COPPER ALLOY. MANUFACTURER CLEANED, PURGED, AND BAGGEDACCORDING TO CGA G-4.1 FOR OXYGEN SERVICE.

UNIONS:

1/2" - 4" BRAZED, AWS A5.8/A5.8M, BCUP SERIES, COPPER-PHOSPHORUS ALLOYS FOR GENERAL-DUTY BRAZING UNLESS OTHERWISEINDICATED. THE USE OF FLUX IS PROHIBITED. CONTINUOUSLY PURGE JOINT WITH OIL-FREE DRY NITROGEN DURING BRAZING.

JOINTS:

1/2" - 4" ASME B16.22, WROUGHT COPPER SOLDER-JOINT PRESSURE TYPE OR MSS SP-73, WITH DIMENSIONS FOR BRAZED JOINTS.MANUFACTURER CLEANED, PURGED, AND BAGGED ACCORDING TO CGA G-4.1 FOR OXYGEN SERVICE.

FITTINGS:

1/2" - 4"ASTM B 819, TYPE L, SEAMLESS, DRAWN TEMPER, THAT HAS BEEN MANUFACTURER CLEANED, PURGED, AND SEALED FORMEDICAL GAS SERVICE OR ACCORDING TO CGA G-4.1 FOR OXYGEN SERVICE. INCLUDE STANDARD COLOR MARKING "OXY" INBLUE FOR TYPE L TUBE.

PIPE:

PRESSURE & TEMPERATURERATING 150 PSIG @ 150F

ITEMS AND SIZES GENERAL DESCRIPTION

PIPING DATA SHEET, CU14

REMOVE DIRT AND DEBRIS FROM OUTSIDE OF CLEANED TUBING AND FITTINGS BEFORE ASSEMBLY.

ACCEPTABLE MANUFACTURERS’ INCLUDE: SWAGELOK, HAM-LET, OR PARKER HANNIFIN.

ACCESSORY ITEMS SUCH AS HANDLES, ACTUATORS, ETC THAT ARE NOT IN DIRECT CONTACT WITH THE WETTED PROCESS SHALL HAVESTANDARD CLEANING PROCEDURE TO REMOVE MANUFACTURING OILS, GREASE, AND LOOSE PARTICLES.

TUBE, FITTINGS, VALVES, AND OTHER ASSOCIATED WETTED COMPONENTS SHALL BE MANUFACTURER CLEANED, PURGED, AND SEALED ASFOR OXYGEN SERVICE ACCORDING TO CGA G-4.1 AND ASTM G93 LEVEL C.

THIS SPECIFICATION COVERS STAINLESS STEEL PIPE, FITTINGS, AND ACCESSORIES USED IN LABORTORY GAS APPLICATIONS.

NOTES:

1/4"-3/4" 316 STAINLESS STEEL BODY, 316 STAINLESS STEEL REGULATING STEM, COMPRESSION FITTING OR NPT ENDS,PFA PACKING, AND PHENOLIC HANDLE. SWAGELOK "JB SERIES" OR APPROVED EQUAL.

VALVES, NEEDLE:

1/4"-3/4" 316 STAINLESS STEEL BODY, VITON SEAL, BONDED POPPET DESIGN, COMPRESSION FITTING ENDS. SWAGELOK“CH SERIES” OR APPROVED EQUAL.

VALVES, CHECK:

1/4"-1"316 STAINLESS STEEL BODY AND BALL, THREE PIECE BODY, AND COMPRESSION ENDS, REMOVABLE OR SWINGOUT CENTER DESIGN, BLOW OUT PROOF STEM, REINFORCED TEFLON SEATS AND SEALS, LOCKING HANDLE.SWAGELOK "60 SERIES" OR APPROVED EQUAL.

VALVES, BALL:

1/4"-1" COMPRESSION FITTINGS.

JOINTS:

COMPRESSION FITTINGS, 316 STAINLESS STEEL, SWAGELOK BRAND OR APPROVED EQUAL. USE NPTCONNECTORS WHERE THREADED CONNECTIONS ARE REQUIRED.

1/4"-2"

TUBING BENDS ARE ALLOWABLE IN LIEU OF FITTINGS FOR 1/2” OD SIZE AND SMALLER. MINIMUM BEND RADIUSSHALL BE THREE PIPE DIAMETERS.

FITTINGS:

1/4"-2"316L SEAMLESS STAINLESS STEEL TUBING, ASTM A 269, 0.065" WALL THICKNESS, ANNEALED, PLAIN END,MAXIMUM ROCKWELL HARDNESS OF RB 90, INTERNAL FINISH 25* IN. RA. ALLOWABLE SULFUR RANGE 0.005 -0.017% TO ACCOMMODATE ASSEMBLY BY AUTOMATIC WELDING.

PIPE:

PRESSURE & TEMPERATURERATING 150 PSIG @ 350oF

ITEMS AND SIZES GENERAL DESCRIPTION

PIPING DATA SHEET, SS11

2. AN EMERGENCY MIXING VALVE MUST BE INSTALLED AT EACH SAFETY SHOWER/EYEWASH AND CONFORM WITH ASSE 1071.

1. A MASTER MIXING VALVE MUST BE INSTALLED AT THE SOURCE OF THE HOT WATER SUPPLY AND CONFORM WITH ASSE 1017.

NOTES:

TMV-3 TEMPERED WATER 2 5 40 120 75 1/2" 1/2" 1/2" GUARDIAN G3600LF 2

TMV-2 TEMPERED WATER 20 5 40 120 75 1" 1" 1-1/4" GUARDIAN G3800LF 2

TMV-1 HOT WATER 10 5 40 140 120 3/4" 3/4" 1" LAWLER 801 1

CWTEMP HW TEMP TW

TEMPCW

INLET HW INLET TWOUTLET MANUFACTURER MODEL

TAG LOCATION / SERVING FLOW(GPM)

PRESSUREDROP(PSIG)

TEMP (F) SIZE (IN) BASIS OF DESIGN

NOTES

MIXING VALVE SCHEDULE

NOTES:1. (1) 1 METER LENGTH2. (3) 1 METER LENGTHS

TD-B CONTAINMENT FULL N POLYMER DUCTILE IRON 10" WIDE JAY R. SMITH 9878 2

TD-A CONTAINMENT FULL N POLYMER DUCTILE IRON 10" WIDE JAY R. SMITH 9878 1

FD-A SANITARY HALF N CAST IRON NICKEL BRONZE 8.5" ROUND JAY R. SMITH 3021-12

FCO SANITARY N/A N CAST IRON NICKEL BRONZE 6" ROUND JAY R. SMITH 4021S

MANUFACTURER MODELTAG SYSTEM GRATE TRAP PRIMER

[Y/N] BODY MATERIAL TOP & RIMMATERIAL ROUND/SQUARE

BASIS OF DESIGN

NOTES

DRAIN SCHEDULE

NOTES:1. PROVIDE 42" CLEARANCE IN FRONT OF ELECTRICAL ACCESS PANEL

EWH-1 DOMESTIC HOT WATER 80 N 40 140 112 100 480-3-60 27 BRADFORD WHITE CEHD80273*CF 1

V-PH-HZ KW MANUFACTURER MODELTAG SYSTEM/LOCATION STORAGE

(GAL)ASME(Y/N)

INCOMINGTEMP (F)

LEAVINGTEMP (F)

RECOVERY(GPH) RISE (F)

ELECTRICAL BASIS OF DESIGN

NOTES

ELECTRIC WATER HEATER SCHEDULE

NOTES:1. INCLUDE TACO 265-3 DIGITAL TIMER AND TACO 563-2 AQUASTAT

P-DHWR-1 DOMESTIC HOT WATER RETURN INLINE WATER 100% 120 2 10 3/4" 3/4" 1/25 3250 120-1-60 N TACO 008-SF6 1 8

TYPE CONC.[% BY VOL.]

TEMP.[°F] INLET OUTLET SIZE

[HP]SPEED[RPM]

ELEC.[V-PH-HZ]

VFD(Y/N) MANUFACTURER MODEL

TAG SYSTEM / SERVING TYPE

FLUIDFLOW[GPM]

TDH[FT.]

SIZE [IN.] MOTOR BASIS OF DESIGN

NOTES

APPROX.OPERATING

WEIGHT[LBS.]

PUMP SCHEDULE

10-1

6-20

20IS

SUE

FOR

BID

AN

D P

ERM

IT

abrouwers
New Stamp_1
Page 10: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

NSP G

MF

P-80

2EM

S

PLUM

BING

SCH

EDUL

ES

NOTES:1. PROVIDE MIN 42" CLEARANCE ALL SIDES. TWO STAGE ROTARY TOOTH COMPRESSOR INCLUDES: DRIVER MOTOR AND STARTER, OIL SYSTEM, REGULATION SYSTEM AND ELEKTRONIKON MK5 GRAPHIC CONTROL MODULE.

AC-1 MECHANICAL 1089 74 116 4934 72 2337 69 x 40 x 64 20 460-3-60 32 N ATLAS COPCO ZT15 1

HP V-PH-HZ FULL LOADAMPS

VFD[Y/N] MANUFACTURER MODEL

TAG LOCATIONFREE AIRDELIVERY(ACFM)

DISCHARGEPRESSURE

(PSIG)

COOLING AIRDISCHARGE

(CFM)

NOISE LEVEL(dB)

WEIGHT(LBS)

DIMENSIONS(L X W X H)

ELECTRICAL BASIS OF DESIGN

NOTES

AIR COMPRESSOR (AIR COOLED) SCHEDULE

NOTES:1. PROVIDE MIN 36" CLEARANCE IN FRONT OF UNIT. FURNISH WITH PRESSURE DEWPOINT CONTROL (PDP), UD 45+ PRE-FILTER W/AUTO DRAIN AND DDp 50 POST FILTER W/AUTO DRAIN.

AD-1 MECHANICAL 1089 HEATLESS DESSICANT 74 1.38 -40 1 NPT 240 22 x 8 x 58 120-1-60 ATLAS COPCO CD 35+ 1

MANUFACTURER MODELTAG LOCATION TYPE

INLETCAPACITY

(ACFM)

PRESSUREDROP(PSIG)

DEWPOINT(F)

INLET/OUTLETCONNECTION

(IN)

WEIGHT(LBS)

DIMENSIONS(L X W X H)

ELECTRICALV-PH-HZ

BASIS OF DESIGN

NOTES

AIR DRYER SCHEDULE

NOTES:1. PROVIDE MIN 18" CLEARANCE LEFT/RIGHT SIDES, 36" CLEARANCE FRONT SIDE.

(E)CAR-1 MECHANICAL 1089 240 VERTICAL 200 Y 2 650 30" X 80" SILVAN INDUSTRIES 14756 1

MANUFACTURER MODELTAG LOCATION VOLUME

(GAL)HORIZONTALOR VERTICAL

PRESSURERATING(PSIG)

ASME[Y/N]

INLET/OUTLETCONNECTION

(IN)

WEIGHT(LBS)

DIMENSIONS(DIA X H)

BASIS OF DESIGN

NOTES

AIR RECEIVER SCHEDULE

NOTES:1. FILTERS INCLUDED WITH DRYER.2. FURNISH WITH ZERO LOSS AUTO DRAIN.

CAF-2 COMPRESSED AIR PARTICULATE 138 116 1.95 1" NPT - 1 ATLAS COPCO DDP 50 1

CAF-1 COMPRESSED AIR COALESCING 95 116 3.19 1" NPT 0.1 1 ATLAS COPCO UD 45+ 1,2

SIZE TYPE OIL PARTICLE MANUFACTURER MODELTAG SYSTEM FILTER TYPE CAPACITY

(ACFM)

INLETPRESSURE

(PSIG)

PRESSUREDROP(PSIG)

CONNECTION MICRON REMOVAL FILTER BASIS OF DESIGN

NOTES

COMPRESSED GAS FILTER SCHEDULE

NOTES:1. INCLUDE TACO 265-3 DIGITAL TIMER AND TACO 563-2 AQUASTAT

P-DHWR-1 DOMESTIC HOT WATER RETURN INLINE WATER 100% 120 2 10 3/4" 3/4" 1/25 3250 120-1-60 N TACO 008-SF6 1 8

TYPE CONC.[% BY VOL.]

TEMP.[°F] INLET OUTLET SIZE

[HP]SPEED[RPM]

ELEC.[V-PH-HZ]

VFD(Y/N) MANUFACTURER MODEL

TAG SYSTEM / SERVING TYPE

FLUIDFLOW[GPM]

TDH[FT.]

SIZE [IN.] MOTOR BASIS OF DESIGN

NOTES

APPROX.OPERATING

WEIGHT[LBS.]

PUMP SCHEDULE

10-1

6-20

20IS

SUE

FOR

BID

AN

D P

ERM

IT

NOTES:1. SEE PLUMBING DETAILS FOR INSTALLATION.2. INCLUDE PREMIUM WRAPPED WHITE HOSE WITH FDA INTERNAL TUBE 50 FT LENGTH AND WHITE SPRAY NOZZLE M-70.

SS/EW-1 EMERGENCYSHOWER/EYEWASH FREE STANDING - - - - - 1" - SAFETY SHOWER GUARDIAN G1991 1

EW-1 EMERGENCY EYEWASH WALL MOUNTED - - - - - 1/2" - EYEWASH GUARDIAN G1781 1

HS-1 HOSE STATION WALL MOUNTED - - - 3/4" 3/4" - 2.25 HOSE STATION STRAHMAN M-750TG 2

TRAP ORION UTP

SUPPLY BALL VALVES (SEE SPEC)

HOT/COLD FAUCET WATER SAVER LA412VB-BHLS-1 LAB SINK INTEGRAL 1 1/2" 1 1/2" 1 1/2" 1/2" - 0.75

SINK PROVIDED BY CASEWORK VENDOR

DRAIN VENT DFU COLD HOT TEMPERED WSFU MANUFACTURER & MODELTAG DESCRIPTION TYPE

DRAINAGE SUPPLY

COMPONENT

BASIS OF DESIGN

NOTES

PLUMBING FIXTURE SCHEDULE

NOTES:1. ANSI Z21.80 APPROVED

PRV-2 RTU-5,9 5 10" 465 4-11.8 WHITE 3/4" MAXITROL 30052OPD 1

PRV-1 HSG-5,8A,8B 5 7" 465 4-11.8 WHITE 3/4" PIETRO FIORENTINI 30052OPD 1

INLET OUTLET RANGE COLOR BODY ORIFICE MANUFACTURER MODELTAG LOCATION

PRESSURE [PSIG]MAX FLOWCAPACITY

[CFH]

OUTLET PRESSURE SPRING SIZE [IN] BASIS OF DESIGN

NOTES

NATURAL GAS PRESSURE REDUCING VALVE SCHEDULE

abrouwers
New Stamp_1
Page 11: PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

PLUMBING SPECIFICATIONS

220000 PLUMBING GENERAL CONDITIONS1. BASIC REQUIREMENTS

1.1. CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERATIONAL BUILDING HVAC AND PIPING SYSTEM ASINDICATED ON THE PLANS AND SPECIFICATIONS.

1.2. ALL MATERIAL AND EQUIPMENT SHALL BE LISTED, LABELED OR CERTIFIED BY UNDERWRITERS LABORATORIES, INC.,WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED.

1.3. ALL EQUIPMENT AND MATERIALS SHALL BE NEW.1.4. PRESSURE VESSELS AND SAFETY DEVICES SHALL BE LISTED AND CERTIFIED IN ACCORDANCE WITH THE ASME TEST

CODE.1.5. UNLESS MORE STRINGENT PROVISIONS ARE SHOWN OR SPECIFIED, THE WORK SHALL COMPLY WITH APPLICABLE

STANDARDS OF THE FOLLOWING.1.5.1. AMERICAN NATIONAL STANDARD INSTITUTE (ANSI).1.5.2. AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).1.5.3. ASHRAE1.5.4. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)1.5.5. NATIONAL ELECTRICAL CODE (NEC), INCLUDING AMENDMENTS BY LOCAL AUTHORITY HAVING

JURISDICTION.1.5.6. UNDERWRITER'S LABORATORIES, INC. (UL).

1.6. SUBJECT TO ACCEPTANCE BY ENGINEER AND WITHOUT EXTRA COST, MAKE MODIFICATIONS IN THE LAYOUT ASREQUIRED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR THE PROPER EXECUTION OF THEWORK.

1.7. WHERE NOTED ON PLANS, CONCEAL MECHANICAL CONSTRUCTION RUNNING THROUGH FINISHED SPACESWITHIN THE WALLS OR IN CHASES. ALL WORK SHALL BE ABOVE CEILINGS UNLESS INDICATED OTHERWISE.

1.8. COOPERATE WITH OTHER TRADES AND FURNISH IN WRITING, INFORMATION NECESSARY TO PERMIT THE WORKOF OTHER TRADES TO BE INSTALLED AND WITH LEAST POSSIBLE INTERFERENCES OR DELAY.

1.9. WHERE PHYSICAL INTERFERENCES CANNOT BE RESOLVED READILY, PREPARE COMPOSITE DRAWINGS AT A SCALEOF NOT LESS THAN 1/4 INCH = 1'-0", CLEARLY SHOWING THE WORK OF THIS DIVISION IN RELATION TO THEWORK OF OTHER TRADES. OBTAIN WRITTEN ACCEPTANCE BY ENGINEER OF PROPOSED CHANGES ANDDISTRIBUTE DRAWINGS TO OTHER TRADES AFFECTED. CORRECT INSTALLED WORK IN CONFLICT WITH WORK OFOTHER TRADES AT NO ADDITIONAL COST.

1.10. DO NOT INSTALL ANY PIPING OR FITTINGS OVER THE TOP OF, OR WITHIN A DISTANCE OF SIX FEET (6') MEASUREDHORIZONTALLY FROM ALL SWITCHBOARDS, PANELBOARDS, METERING ASSEMBLIES, BUS DUCTS ANDASSOCIATED EQUIPMENT. WHERE DEVIATION FROM THESE REQUIREMENTS IS NECESSARY AND PIPING PASSESOVER SUCH EQUIPMENT, OBTAIN ENGINEER APPROVAL TO PROVIDE WATERTIGHT SHEET METAL TROUGHAROUND AND UNDER PIPING TO COMPLETELY CONTAIN WATER LEAKAGE. PROVIDE DRAIN PROVISIONS INTROUGHS AND PIPE TO NEAREST FLOOR DRAIN.

1.11. MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH BUILDINGSTANDARDS. THE WORK IN THE BUILDING SHALL BE DONE IN A MANNER SATISFACTORY TO THE OWNER.

1.12. COMPLY WITH ALL LOCAL AND STATE CODES FOR SEISMIC ISOLATION. THE DRAWINGS DO NOT SHOW ALLSEISMIC ISOLATION POINTS, THEREFORE ALLOW FOR SEISMIC ISOLATION IN ACCORDANCE WITH THE AUTHORITYHAVING JURISDICTION.

1.13. SERVICE PIPING AND VALVES SHALL BE LOCATED FOR EASY ACCESS TO VALVES AND ASSOCIATED FITTINGS.1.14. CONTRACTOR SHALL FOLLOW OWNER PROCEDURES TO OBTAIN UTILITY SHUTDOWNS BEFORE, DURING AND

AFTER ANY HOT WORK. THIS INCLUDES PROVIDING A DEDICATED FIRE WATCH FOR AT LEAST 1 HOUR AFTERCOMPLETING ANY HOT WORK.

1.15. ALL EQUIPMENT, INCLUDING INSTRUMENTATION, CONTROL DEVICES, AND INTERCONNECTING WIRING ON ANEQUIPMENT SKID, THAT UTILIZE ELECTRIC ENERGY FOR ELECTRONIC, ELECTROCHEMICAL, CHEMICAL, HEATING,LIGHTING, OR SIMILAR PURPOSES SHALL BE EVALUATED, TESTED, CERTIFIED, AND LABELED BY ANOSHA-APPROVED NATIONALLY RECOGNIZED TESTING LAB (NRTL).

1.16. REFER TO DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS AND DIVISION 01 GENERALREQUIREMENTS AS PROVIDED BY THE OWNER AND/OR CONSTRUCTION MANAGER.

2. SCOPE OF WORK2.1. THE WORK UNDER CONTRACT INCLUDES ALL LABOR, MATERIALS, AND APPLIANCES NECESSARY FOR THE

FURNISHING, INSTALLATION AND TESTING, COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS.WORK SHALL BE INSTALLED IN A NEAT, WORKMANLIKE MANNER. INCLUDE ALL COSTS FOR PERMITS, LICENSESAND CERTIFICATE FILING AND INSPECTIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION.

3. COMMISSIONING SUPPORT3.1. EACH CONTRACTOR SHALL PROVIDE THE REQUIRED KNOWLEDGABLE PERSONNEL AND EQUIPMENT TO ASSIST IN

THE COMMISSIONING OF THE SYSTEMS WITHIN THEIR SCOPE OF WORK.3.2. THE CONTRACTOR SHALL PROVIDE THE CONSTRUCTION SCHEDULE TO THE COMMISSIONING AGENT FOR REVIEW

AND APPROVAL DURING THE CONSTRUCTION PROCESS. THE SCHEDULE SHALL INCLUDE THE COMMISSIONINGRELATED ACTIVITIES. THE CONSTRUCTION SCHEDULE SHALL BE UPDATED AND MAINTAINED BY THECONTRACTOR BASED ON INPUT FROM THE COMMISSIONING AGENT.

3.3. THE CONTRACTOR SHALL INCLUDE THE COMMISSIONING AGENT IN ALL REQUESTS FOR INFORMATION ANDRESPONSES TO THE REQUEST FOR INFORMATION.

3.4. CONTRACTORS SHALL BE RESPONSIBLE FOR OPERATION OF SYSTEMS AND EQUIPMENT DURING THECOMMISSIONING PROCESS. THE CONTRACTOR SHALL DEMONSTRATE THAT THE SYSTEMS AND EQUIPMENT AREINSTALLED AND FUNCTIONING ACCORDING TO THE APPROVED SUBMITTALS, SHOP DRAWINGS, ANDINSTALLATION MANUALS.

3.5. EACH CONTRACTOR SHALL PROVIDE THE TEST DATA, REPORTS, COMPLETED INSTALLATION VERIFICATIONS, ANDINSTALLATION MANUALS AS REQUESTED BY THE COMMISSIONING AGENT. THE CONTRACTOR MAY UTILIZE HANDWRITTEN AND DRAFT DOCUMENTS IN ORDER TO PROVIDE THE REQUESTED DATA IN A TIMELY MANNER. TYPEDFINAL REPORTS SHALL BE ISSUED TO THE COMMISSIONING AGENT WHEN COMPLETED.

3.6. THE CONTACTOR SHALL NOTIFY THE COMMISSIONING AGENT OF ANY ITEMS THAT MAY IMPACT THECOMMISSIONING PROCESS AND WILL NOTIFY THE COMMISSIONING AGENT OF THE RESOLUTION OF THOSEITEMS.

3.7. THE CONTRACTOR SHALL NOTIFY THE COMMISSIONING AGENT OF SYSTEM SUBSTANTIAL COMPLETION ANDPROVIDE START-UP DATES TWO WEEKS IN ADVANCE OF ANY SYSTEM ENERGIZATION OR START-UP. PROVIDEVENDOR START-UP FORMS TWO WEEKS IN ADVANCE OF START-UP AND FULLY COMPLETED FORMS UPONCOMPLETION OF START-UP.

3.8. CONSTRUCTION TURN-OVER PACKAGES, INCLUDING AS BUILT DRAWINGS AND TEST REPORTS SHALL BEGENERATED BY THE CONTRACTORS AND ISSUED TO THE COMMISSIONING AGENT FOR REVIEW.

3.9. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION REQUIRED TO CONFIRM THAT THE INSTALLED SYSTEMSAND EQUIPMENT IS FULLY OPERATIONAL. COMPLETED LOOP CHECKS, POINT-TO-POINT, SET-POINTVERIFICATION, AND CALIBRATION DOCUMENTS SHALL BE PROVIDED WHERE SPECIFIED.

4. SUBMITTALS4.1. SUBMIT A SCHEDULE OF SUBMITTALS, ARRANGED IN CHRONOLOGICAL ORDER BY DATES REQUIRED BY

CONSTRUCTION SCHEDULE FOR REVIEW AND APPROVAL. INCLUDE TIME REQUIRED FOR REVIEW, ORDERING,MANUFACTURING, FABRICATION, AND DELIVERY WHEN ESTABLISHING DATES. INCLUDE ADDITIONAL TIMEREQUIRED FOR MAKING CORRECTIONS OR REVISIONS TO SUBMITTALS AS NOTED AND ADDITIONAL TIME FORHANDLING AND REVIEWING SUBMITTALS REQUIRED BY THOSE CORRECTIONS.

4.2. CHECK AND VERIFY THE REQUIREMENTS DESCRIBED IN THE SPECIFICATIONS AND DRAWINGS AS WELL AS THEQUANTITIES OF EQUIPMENT AND MATERIALS.

4.3. MAKE AND VERIFY PERTINENT FIELD MEASUREMENTS PRIOR TO SUBMITTALS OF SHOP DRAWINGS.4.4. CLEARLY INDICATE/DESCRIBE ANY DEPARTURES FROM DESIGN AND SPECIFICATIONS.4.5. SHOP DRAWINGS MUST BE COMPLETE WITH ALL THE PERTINENT INFORMATION REQUIRED FOR ENGINEER'S

REVIEW.4.6. PREPARE AND SUBMIT DRAWINGS FOR ALL SYSTEMS INCLUDING EQUIPMENT, EQUIPMENT LAYOUT, DUCTWORK

AND PIPING LAYOUT, RISER DIAGRAMS, CONTROL DRAWINGS, PHASING DRAWINGS ETC.4.7. PIPING LAYOUTS IN GENERAL AREAS SHALL BE DRAWN AT 1/4" = 1'-0".4.8. FOR EQUIPMENT, SUBMIT DRAWINGS, CATALOG CUTS AND INFORMATION APPROPRIATELY MARKED. SUBMITTAL

SHALL ALSO INCLUDE INFORMATION GIVEN IN CONTRACT DOCUMENTS, WITHOUT LIMITATION, SUCH ASPERFORMANCE, DIMENSION, APPEARANCE, WEIGHT, MATERIALS, CONSTRUCTION, CLEARANCES REQUIRED,FINISH, EFFICIENCIES, ELECTRICAL REQUIREMENTS, TYPE, MODEL NUMBER AND MANUFACTURER, AS APPLICABLE.EQUIPMENT LAYOUTS SHALL INDICATE EQUIPMENT DRAWN TO SCALE.

220513 MOTORS

1. MOTOR CHARACTERISTICS1.1. CONTINUOUS DUTY AT AMBIENT TEMPERATURE OF 40 DEG C AND AT ALTITUDE OF 3300 FEET ABOVE SEA LEVEL1.2. CAPACITY AND TORQUE CHARACTERISTICS: SUFFICIENT TO START, ACCELERATE, AND OPERATE CONNECTED

LOADS AT DESIGNATED SPEEDS, AT INSTALLED ALTITUDE AND ENVIRONMENT, WITH INDICATED OPERATINGSEQUENCE, AND WITHOUT EXCEEDING NAMEPLATE RATINGS OR CONSIDERING SERVICE FACTOR

2. SINGLE-PHASE MOTORS (SMALLER THAN ½ HP)2.1. PERMANENT-SPLIT CAPACITOR, SPLIT PHASE OR CAPACITOR START, INDUCTOR RUN2.2. SHADED-POLE TYPE FOR MOTORS 1/20 HP AND SMALLER2.3. MULTISPEED MOTORS: VARIABLE-TORQUE, PERMANENT-SPLIT-CAPACITOR TYPE2.4. BEARINGS: PRELUBRICATED, ANTIFRICTION BALL BEARINGS OR SLEEVE BEARINGS SUITABLE FOR RADIAL AND

THRUST LOADING2.5. THERMAL PROTECTION: INTERNAL PROTECTION TO AUTOMATICALLY OPEN POWER SUPPLY CIRCUIT TO MOTOR

WHEN WINDING TEMPERATURE EXCEEDS A SAFE VALUE CALIBRATED TO TEMPERATURE RATING OF MOTORINSULATION. THERMAL-PROTECTION DEVICE SHALL AUTOMATICALLY RESET WHEN MOTOR TEMPERATURERETURNS TO NORMAL RANGE

3. POLYPHASE MOTORS (½ HP AND LARGER)3.1. NEMA MG 1, DESIGN B, MEDIUM INDUCTION MOTOR3.2. PREMIUM EFFICIENCY, AS DEFINED IN NEMA MG 1 FOR THREE PHASE MOTORS.3.3. SERVICE FACTOR: 1.153.4. MULTISPEED MOTORS: SEPARATE WINDING FOR EACH SPEED3.5. BEARINGS: REGREASABLE, SHIELDED, ANTIFRICTION BALL BEARINGS SUITABLE FOR RADIAL AND THRUST LOADING3.6. MOTORS USED WITH VARIABLE FREQUENCY CONTROLLERS:

3.6.1. NEMA MG1 PART 31 COMPLIANT3.6.2. WINDINGS: COPPER MAGNET WIRE WITH MOISTURE-RESISTANT INSULATION VARNISH, DESIGNED AND

TESTED TO RESIST TRANSIENT SPIKES, HIGH FREQUENCIES, AND SHORT TIME RISE PULSES PRODUCED BYPULSE-WIDTH MODULATED INVERTERS.

3.6.3. ENERGY- AND PREMIUM-EFFICIENT MOTORS: CLASS B TEMPERATURE RISE; CLASS F INSULATION.3.6.4. INVERTER-DUTY MOTORS: CLASS F TEMPERATURE RISE; CLASS H INSULATION3.6.5. THERMAL PROTECTION: COMPLY WITH NEMA MG 1 REQUIREMENTS FOR THERMALLY PROTECTED

MOTORS.3.6.6. BEARINGS: INSULATED TO ELIMINATE SHAFT VOLTAGES AND BEARING CURRENTS. MUST PROVIDE A

HIGH IMPEDANCE TO HIGH FREQUENCY SIGNALS TO BE EFFECTIVE AGAINST COMMON MODE VOLTAGEINDUCED BEARING CURRENTS.

3.6.7. SHAFT GROUNDING: MEANS TO GROUND SHAFT TO MITIGATE STAY CURRENTS

220517 SLEEVES FOR PLUMBING PIPING

1. SLEEVES:1.1. INSTALL SLEEVES FOR PIPING PASSING THROUGH PENETRATIONS IN FLOORS, PARTITIONS, ROOFS, AND WALLS.1.2. INSTALL SLEEVES FOR PIPES PASSING THROUGH INTERIOR PARTITIONS.

1.2.1. CUT SLEEVES TO LENGTH FOR MOUNTING FLUSH WITH BOTH SURFACES.1.2.2. INSTALL SLEEVES THAT ARE LARGE ENOUGH TO PROVIDE 1/4-INCH ANNULAR CLEAR SPACE BETWEEN

SLEEVE AND PIPE OR PIPE INSULATION.1.2.3. SEAL ANNULAR SPACE BETWEEN SLEEVE AND PIPING OR PIPING INSULATION; USE JOINT SEALANTS

APPROPRIATE FOR SIZE, DEPTH, AND LOCATION OF JOINT.1.3. INSTALL SLEEVES IN CONCRETE FLOORS, CONCRETE ROOF SLABS, AND CONCRETE WALLS AS NEW SLABS AND

WALLS ARE CONSTRUCTED.1.3.1. CUT SLEEVES TO LENGTH FOR MOUNTING FLUSH WITH BOTH SURFACES.1.3.2. EXTEND SLEEVES INSTALLED IN FLOORS OF MECHANICAL EQUIPMENT AREAS OR OTHER WET AREAS 2

INCHES ABOVE FINISHED FLOOR LEVEL.1.3.3. USING GROUT, SEAL THE SPACE OUTSIDE OF SLEEVES IN SLABS AND WALLS WITHOUT SLEEVE-SEAL

SYSTE1.4. GALVANIZED-STEEL-PIPE SLEEVES: ASTM A 53/A 53M, TYPE E, GRADE B, SCHEDULE 40, ZINC COATED, WITH PLAIN

ENDS.1.5. GALVANIZED-STEEL-SHEET SLEEVES: 0.0239-INCH MINIMUM THICKNESS; ROUND TUBE CLOSED WITH WELDED

LONGITUDINAL JOINT2. FIRE-BARRIER PENETRATIONS: PROVIDE PENETRATION FIRESTOPPING THAT IS PRODUCED AND INSTALLED TO RESIST

SPREAD OF FIRE ACCORDING TO REQUIREMENTS INDICATED, RESIST PASSAGE OF SMOKE AND OTHER GASES, ANDMAINTAIN ORIGINAL FIRE-RESISTANCE RATING OF CONSTRUCTION PENETRATED. PENETRATION FIRESTOPPING SYSTEMSSHALL BE COMPATIBLE WITH ONE ANOTHER, WITH THE SUBSTRATES FORMING OPENINGS, AND WITH PENETRATINGITEMS IF ANY.2.1. PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS AND HORIZONTAL ASSEMBILIES: PROVIDE PENETRATION

FIRESTOPPING WITH RATINGS DETERMINED PER ASTM E 814 OR UL 1479, BASED ON TESTING AT A POSITIVEPRESSURE DIFFERENTIAL OF 0.01-INCH WG.

2.2. EXPOSED PENETRATION FIRESTOPPING: PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPEDINDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84.

220519 METERS AND GAUGES FOR PLUMBING PIPING

1. COMPLY WITH APPLICABLE PORTIONS OF AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) AND INSTRUMENTSOCIETY OF AMERICA (ISA) STANDARDS PERTAINING TO CONSTRUCTION AND INSTALLATION OF METERS AND GAGES.

2. GENERAL:2.1. ALL THERMOMETERS SHALL BE DUAL SCALE WITH INDICATIONS IN BOTH DEG F AND DEG C.2.2. ALL GAUGES SHALL BE DUAL SCALE IN BOTH PSI AND KPA.2.3. SIZE INSERTION LENGTH FOR WELLS FOR INTENDED FUNCTION.2.4. FOR WELLS WITHOUT THERMOMETERS OR THERMOSTATS, INCLUDE PLUG AND CHAIN.

3. THERMOMETERS:3.1. DESCRIPTION: FOR DIRECT-MOUNTING, BIMETALLIC-ACTUATED DIAL THERMOMETERS COMPLYING WITH ASME

B40.3 GRADE A.3.2. CASE: DRY TYPE, STAINLESS STEEL CASE AND RING, 5-INCH DIAMETER WITH GLASS WINDOW.3.3. DIAL: SATIN-FACED, NON-REFLECTIVE ALUMINUM WITH PERMANENTLY-ETCHED SCALE MARKINGS AND

DARK-COLORED METAL POINTER, VISIBLE FROM ANY ANGLE.3.4. CONNECTOR: ADJUSTABLE 180 DEGREES IN VERTICAL PLANE, 360 DEGREES IN HORIZONTAL PLANE, WITH

LOCKING DEVICE.3.5. STEM: STAINLESS STEEL.3.6. ACCURACY: PLUS OR MINUS 1% OF RANGE.3.7. PROVIDE ONE OF THE FOLLOWING PRODUCTS: ASHCROFT EI SERIES, TEL-TRU MODEL AA-575R, TRERICE MODEL

B856, WEISS BIMETAL DIAL SERIES, WIKA MODEL TI.52, OR WINTERS TBM SERIES.3.8. EXECUTION:

3.8.1. INSTALL THERMOMETERS AND ADJUST VERTICAL AND TILTED POSITIONS SO THAT THEY MAY BE

CLEARLY READ FROM THE FLOOR.3.8.2. AT A MINIMUM, INSTALL THERMOMETERS IN THE FOLLOWING LOCATIONS:

3.8.2.1. INLET AND OUTLET OF EACH HOT WATER STORAGE TANK.3.8.2.2. INLET AND OUTLET OF EACH MIXING VALVE (UNLESS INCLUDED).3.8.2.3. SUCTION SIDE OF EACH RECIRCULATING PUMP.

4. THERMOWELLS:4.1. MANUFACTURERS: SAME AS MANUFACTURER OF THERMOMETER BEING USED COMPLYING WITH ASME B40.100.4.2. DESCRIPTION: PRESSURE-TIGHT, SOCKET-TYPE BRASS OR STAINLESS STEEL FITTING MADE FOR INSERTION INTO

PIPING AND OF TYPE, DIAMETER, AND LENGTH REQUIRED TO HOLD THERMOMETER.4.3. PRESSURE RATING: NOT LESS THAN THE PIPING SYSTEM DESIGN PRESSURE.4.4. PROVIDE EXTENSION FOR INSULATED PIPING: 2 INCHES (50MM) NOMINAL, BUT NOT LESS THAN THE THICKNESS

OF INSULATION.4.5. THREADED CAP NUT: WITH CHAIN PERMANENTLY FASTENED TO WELL AND CAP.4.6. HEAT TRANSFER MEDIUM: MIXTURE OF GRAPHITE AND GLYCERIN.

5. PRESSURE GAUGES:5.1. DESCRIPTION: FOR DIRECT-MOUNTING, INDICATING-DIAL BOURDON TUBE TYPE COMPLYING WITH ASME B40.100.5.2. CASE: DRY TYPE, STAINLESS STEEL CASE AND RING, 4- OR 4.5-INCH DIAMETER WITH GLASS WINDOW.5.3. CONNECTOR: BOTTOM-OUTLET TYPE UNLESS OTHERWISE NOTED.

5.3.1. VALVES: NPS 1/4-INCH BRASS OR STAINLESS-STEEL NEEDLE TYPE.5.3.2. SNUBBERS: ASME B40.5, NPS 1/4-INCH BRASS BUSHING WITH CORROSION-RESISTANT, POROUS-METAL

DISC OF MATERIAL SUITABLE FOR SYSTEM FLUID AND WORKING PRESSURE.5.4. MOVEMENT: MECHANICAL WITH LINK TO PRESSURE ELEMENT AND CONNECTION TO POINTER.5.5. DIAL: SATIN-FACED, NON-REFLECTIVE ALUMINUM WITH PERMANENTLY-ETCHED SCALE MARKINGS AND

DARK-COLORED METAL POINTER, VISIBLE FROM ANY ANGLE.5.6. ACCURACY: GRADE A, PLUS OR MINUS 1 PERCENT OF MIDDLE HALF SCALE.5.7. VACUUM-PRESSURE RANGE: 30-IN. HG OF VACUUM TO 15 PSIG OF PRESSURE (100 KPA OF VACUUM TO 103 KPA

OF PRESSURE).5.8. RANGE FOR FLUIDS UNDER PRESSURE: TWO TIMES OPERATING PRESSURE UNLESS OTHERWISE NOTED.5.9. PROVIDE ONE OF THE FOLLOWING PRODUCTS: ASHCROFT TYPE 1009, TEL-TRU MODEL 30, TRERICE MODEL 620B,

WEISS MODEL CTS, OR WIKA MODEL 212.20.5.10. EXECUTION:

5.10.1. INSTALL PRESSURE GAGES IN PIPING TEE WITH PRESSURE GAGE VALVE LOCATED ON PIPE AT MOSTREADABLE POSITION FROM THE FLOOR.

5.10.2. INSTALL NEEDLE-VALVE AND SNUBBER FITTING IN PIPING FOR EACH PRESSURE GAGE FOR FLUIDS.5.10.3. AT A MINIMUM, INSTALL PRESSURE GAGES IN THE FOLLOWING LOCATIONS:

5.10.3.1. SUCTION AND DISCHARGE OF EACH PUMP.5.10.3.2. ACROSS THE INLET AND OUTLET OF EACH BACKFLOW PREVENTER.5.10.3.3. INLET AND OUTLET OF EACH FILTER.5.10.3.4. INLET AND OUTLET OF EACH PRESSURE-REDUCING VALVE.

6. TEST PLUGS:6.1. DESCRIPTION: 1/4-INCH CORROSION-RESISTANT BRASS BODY WITH CORE INSERTS AND GASKETED AND

THREADED CAP WITH RETENTION CHAIN. PROVIDE WITH EXTENDED STEM FOR UNITS TO BE INSTALLED ININSULATED PIPING.

6.2. MINIMUM PRESSURE AND TEMPERATURE RATING: 500 PSIG AT 200 DEG F.6.3. CORE INSERT MATERIALS:

6.3.1. NEOPRENE FOR AIR, WATER, OIL, OR GAS SERVICE AT 20 TO 200 DEG F.6.3.2. NORDEL FOR AIR OR WATER SERVICE AT -30 TO 275 DEG F.

6.4. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: PETERSEN (311 SERIES), SISCO, OR TRERICE.

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

1. SYSTEM APPLICATIONS: REFER TO P-801 “PLUMBING PIPING SUPPORT SPACING SCHEDULE”2. PROVIDE PIPE AND EQUIPMENT HANGERS AND SUPPORTS WITH SUFFICIENT STRENGTH TO WITHSTAND ALL

ANTICIPATED STATIC AND SPECIFIED DYNAMIC AND TEST LOADING CONDITIONS ASSOCIATED WITH THE INTENDED USE.COMPLY WITH MSS SP-58 AND SP-89 WHERE APPLICABLE.

3. PROVIDE PRODUCTS (MSS SP-58, TYPES 1-58) BY ONE OF THE FOLLOWING MANUFACTURERS: ANVIL, B-LINE SYSTEMS(COOPER INDUSTRIES), OR NATIONAL PIPE HANGER CORP.

4. MATERIALS:4.1. HANGERS, SUPPORTS, CONTINUOUS-THREAD HANGER RODS, ATTACHMENTS, AND ACCESSORIES: HOT-DIPPED

GALVANIZED CARBON STEEL.4.2. USE NONMETALLIC COATINGS OR COPPER-PLATED STEEL FOR ELECTROLYTIC PROTECTION WHERE IN DIRECT

CONTACT WITH BARE COPPER PIPING AND TUBING.5. HORIZONTAL PIPE HANGERS: FACTORY-FABRICATED COMPONENTS.

5.1. ADJUSTABLE, STEEL CLEVIS HANGERS (MSS TYPE 1): FOR SUSPENSION OF NONINSULATED OR INSULATED,STATIONARY PIPES.

5.2. SINGLE-PIPE ROLLS (MSS TYPE 41) OR ADJUSTABLE ROLLER HANGERS (MSS TYPE 43): FOR SUSPENSION OF PIPES IFLONGITUDINAL MOVEMENT CAUSED BY EXPANSION AND CONTRACTION MIGHT OCCUR.5.2.1. USE WITH ALL HOT (≥90 DEG F) PIPING AND CONDENSER WATER PIPING NPS 2-1/2” AND LARGER.5.2.2. USE WITH ALL COLD (≤60 DEG F) PIPING NPS 6” AND LARGER.

6. VERTICAL PIPING CLAMPS:6.1. EXTENSION PIPE RISER CLAMPS (MSS TYPE 8) OR (MSS TYPE 42) IF LONGER ENDS ARE REQUIRED FOR RISER

CLAMPS.7. HANGER-ROD ATTACHMENTS:

7.1. STEEL TURNBUCKLES (MSS TYPE 13): FOR ADJUSTMENT UP TO 6” FOR HEAVY LOADS.7.2. STEEL CLEVISES (MSS TYPE 14) AND STEEL WELDLESS EYE NUTS (MSS TYPE 17): FOR 120 TO 450 DEG F PIPING

INSTALLATIONS.8. BUILDING ATTACHMENTS:

8.1. STEEL OR MALLEABLE CONCRETE INSERTS (MSS TYPE 18): FOR UPPER ATTACHMENT TO SUSPEND PIPE HANGERSFROM CONCRETE CEILING.

8.2. TOP-BEAM C-CLAMPS (MSS TYPE 19): FOR USE UNDER ROOF INSTALLATIONS WITH BAR-JOIST CONSTRUCTION TOATTACH TO TOP FLANGE OF STRUCTURAL SHAPE.

8.3. CENTER-BEAM CLAMPS (MSS TYPE 21): FOR ATTACHING TO CENTER OF BOTTOM FLANGE OF BEAMS.8.4. STEEL-BEAM CLAMPS WITH EYE NUTS (MSS TYPE 28 OR TYPE 29): FOR ATTACHING TO BOTTOM OF STEEL I-BEAMS

FOR HEAVY LOADS.9. THERMAL HANGER INSERTS & SHIELDS: 100-PSIG COMPRESSIVE STRENGTH CALCIUM SILICATE INSULATION INSERT WITH

GALVANIZED SHEET METAL JACKET TO PREVENT CRUSHING OF INSULATION AT EACH HANGER AND CLAMP. PRODUCTSHALL BE DESIGNED TO MAINTAIN A CONTINUOUS VAPOR BARRIER ON COLD SYSTEMS.

10. TRAPEZE HANGERS: ARRANGE FOR GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING AND SUPPORT TOGETHERON FIELD-FABRICATED TRAPEZE PIPE HANGERS IN COMPLIANCE WITH MSS SP-58. SUPPORT PIPES OF VARIOUS SIZESTOGETHER AND SPACE TRAPEZES FOR SMALLEST PIPE SIZE OR INSTALL INTERMEDIATE SUPPORTS FOR SMALLERDIAMETER PIPES FOR INDIVIDUAL PIPE HANGERS.

11. SUPPORT SPACING:11.1. HORIZONTAL AND VERTICAL SUPPORT SPACING AND HANGER ROD SIZES SHALL BE IN COMPLIANCE WITH MSS

SP-58, THE INTERNATIONAL MECHANICAL CODE, THE INTERNATIONAL FUEL GAS CODE, AND ALL OTHERAPPLICABLE STATE AND LOCAL CODES.

11.2. INSTALL ADDITIONAL ATTACHMENTS AT CONCENTRATED LOADS (INCLUDING VALVES, FLANGES, AND STRAINERS,NPS 2-1/2” AND LARGER), NEAR INSTRUMENTS AND OTHER DEVICES THAT ARE LIKELY TO BE REMOVED FORMAINTENANCE, AND AT CHANGES IN DIRECTION OF PIPING.

11.3. INSTALL HANGERS AND SUPPORTS SO PIPING LIVE AND DEAD LOADS AND STRESSES FROM MOVEMENT WILLNOT BE TRANSMITTED TO CONNECTED EQUIPMENT.

12. MISCELLANEOUS MATERIALS:12.1. STRUCTURAL STEEL: ASTM A 36/A 36M, CARBON-STEEL PLATES, SHAPES, AND BARS. WELD STEEL ACCORDING TO

AWS D1.1. COMPLY WITH MFMA-103 FOR METAL FRAMING SYSTEM SELECTIONS AND APPLICATIONS.12.2. GROUT: 5000 PSI, 28-DAY COMPRESSIVE STRENGTH; ASTM C 1107, FACTORY-MIXED AND -PACKAGED, DRY,

HYDRAULIC-CEMENT, NON-SHRINK AND NON-METALLIC GROUT; SUITABLE FOR INTERIOR AND EXTERIORAPPLICATIONS; NON-STAINING, NON-CORROSIVE, AND NON-GASEOUS.

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

1. EQUIPMENT IDENTIFICATION1.1. ACCEPTABLE MANUFACTURERS: SETON, BRADY, CRAFTMARK.1.2. IDENTIFY PUMPS, WATER HEATERS, TANKS AND WATER TREATMENT DEVICES, COMPRESSORS, VACUUM PUMPS,

GAS CHANGEOVER MANIFOLDS, MIXING VALVES, AND ALL OTHER EQUIPMENT WITH PLASTIC NAMEPLATESPERMANENTLY ATTACHED TO THE EQUIPMENT.

1.3. COORDINATE ALL EQUIPMENT IDENTIFICATION DESIGNATIONS WITH THE OWNER. BEFORE FABRICATINGNAMEPLATES, SUBMIT THE AGREED-UPON DESIGNATIONS TO THE OWNER FOR APPROVAL.

2. PIPE IDENTIFICATION2.1. ALL PIPE LINE MARKERS SHOULD FOLLOW THE KEY ELEMENTS OF LEGEND, COLOR, VISIBILITY, AND TYPE AND SIZE

OF LETTERS AS DESCRIBED IN THE LATEST EDITION OF ASME - A13.1 AS WELL AS THE BELOW LISTEDREQUIREMENTS.

2.2. LEGENDS SHALL BE APPLIED CLOSE TO VALVES OR FLANGES AND ADJACENT TO CHANGES IN DIRECTION,BRANCHES, AND WHERE PIPES PASS THROUGH WALLS OR FLOORS; AND AT INTERVALS ON STRAIGHT PIPE RUNSFOR SUFFICIENT IDENTIFICATION (TYPICALLY NOT EXCEEDING 25 FEET ON HORIZONTAL PIPE RUNS).

2.3. THE PIPELINE MARKER SHALL BE OF A MATERIAL COMPATIBLE WITH THE OPERATIONS WITHIN THE AREA OFPLACEMENT.

2.4. MARKERS SHALL BE OF THE "SNAP-AROUND" OR SELF-ADHESIVE TYPE AND SHALL NOT REQUIRE BANDING ORTAPING TO SECURE THEM IN PLACE.

2.5. ADDITIONAL MARKERS MAY BE APPLIED WHERE DEEMED NECESSARY FOR A PARTICULAR INSTALLATION. FOREXAMPLE, ALL HOSE MANIFOLDS SHALL HAVE MARKERS CLOSE TO THE SHUT-OFF VALVES.

2.6. SYSTEM SUPPLY AND RETURN DESIGNATION CHANGES SHALL OCCUR AT A CHANGE IN TEMPERATURE, UNLESSOTHERWISE NOTED.

2.7. WHERE REQUIRED, TAGS SHALL BE OF A MATERIAL COMPATIBLE WITH THE OPERATIONS WITHIN THE AREA OFPLACEMENT. TAGS SHALL BE PERMANENTLY FIXED.

2.8. TAG NOMENCLATURE SHALL BE A MINIMUM OF 1/2" HIGH.2.9. LEGENDS SHALL SPELL OUT THE SERVICE IN THE PIPE LINE: I.E., SULFURIC ACID, NOT H2SO4.2.10. CLASSIFICATION

2.10.1. MATERIALS INHERENTLY HAZARDOUS. (I.E. FLAMMABLE OR EXPLOSIVE, CHEMICALLY ACTIVE, TOXIC,EXTREME TEMPS OR PRESSURES, RADIOACTIVE)2.10.1.1. COLOR SCHEME: YELLOW BACKGROUND, BLACK LETTERS.2.10.1.2. TYPICAL SERVICES: NATURAL GAS.

2.10.2. MATERIALS OF INHERENTLY LOW HAZARD - LIQUID OR LIQUID ADMIXTURE2.10.2.1. COLOR SCHEME: GREEN BACKGROUND, WHITE LETTERS.2.10.2.2. TYPICAL SERVICES: POTABLE WATER, SANITARY SEWER & VENT, STORM WATER, TEMPERED

WATER.2.10.3. MATERIALS OF INHERENTLY LOW HAZARD - GAS OR GASEOUS ADMIXTURE

2.10.3.1. COLOR SCHEME: BLUE BACKGROUND, WHITE LETTERS.2.10.3.2. TYPICAL SERVICES: COMPRESSED AIR.

220719 PIPING INSULATION

1. SYSTEM APPLICATIONS: REFER TO P-801 “PLUMBING PIPING INSULATION SCHEDULE”.2. INSTALL INSULATION AFTER PRESSURE TESTING SYSTEMS AND, WHERE REQUIRED, AFTER INSTALLING AND TESTING

HEAT TRACING.3. WHERE VAPOR BARRIER IS INDICATED, SEAL JOINTS, SEAMS, AND PENETRATIONS IN INSULATION AT HANGERS,

SUPPORTS, ANCHORS, AND OTHER PROJECTIONS WITH VAPOR-BARRIER MASTIC. INSTALL INSULATION CONTINUOUSLYTHROUGH HANGERS AND AROUND ANCHOR ATTACHMENTS.

4. CONTINUE INSULATION THROUGH ALL ROOF, WALL, PARTITION, AND FLOOR PENETRATIONS. SEAL PENETRATIONSTHROUGH FIRE-RATED ASSEMBLIES WITH FIRESTOPPING MATERIALS AS REQUIRED TO MAINTAIN THE FIRE DESIGNRATING.

5. INSTALL REMOVABLE SECTION OF INSULATION OVER FITTINGS, VALVES, STRAINERS, FLANGES, UNIONS, AND OTHERSPECIALTIES WITH CONTINUOUS THERMAL AND VAPOR-RETARDER INTEGRITY UNLESS OTHERWISE INDICATED.5.1. VALVES: INSULATE UP TO AND INCLUDING THE BONNETS, VALVE STUFFING-BOX STUDS, BOLTS, AND NUTS.5.2. STRAINERS: INSULATE SO THAT BASKET FLANGE OR PLUG CAN BE EASILY REMOVED AND REPLACED WITHOUT

DAMAGING THE INSULATION AND JACKET. PROVIDE A REMOVABLE REUSABLE INSULATION COVER.5.3. FLANGES AND UNIONS: INSULATE USING A SECTION OF OVERSIZED PREFORMED PIPE INSULATION. OVERLAP

ADJOINING PIPE INSULATION BY NOT LESS THAN TWO TIMES THE THICKNESS OF PIPE INSULATION, OR ONE PIPEDIAMETER, WHICHEVER IS THICKER. LABEL THE OUTSIDE INSULATION JACKET OF EACH UNION WITH THE WORD"UNION." MATCH SIZE AND COLOR OF PIPE LABELS.

5.4. INSULATE INSTRUMENT CONNECTIONS FOR THERMOMETERS, PRESSURE GAGES, PRESSURE TEMPERATURE TAPS,TEST CONNECTIONS, FLOW METERS, SENSORS, SWITCHES, AND TRANSMITTERS ON INSULATED PIPES.

6. FOR SERVICES NOT SCHEDULED TO RECEIVE A FIELD-APPLIED JACKET (EXCEPT FOR TYPE E), INSTALL FITTED PVC COVEROVER ELBOWS, TEES, STRAINERS, VALVES, FLANGES, AND UNIONS. TERMINATE ENDS WITH PVC END CAPS. TAPE PVCCOVERS TO ADJOINING INSULATION FACING USING PVC TAPE.

7. FINISH INSTALLATION WITH SYSTEMS AT OPERATING CONDITIONS. REPAIR JOINT SEPARATIONS AND CRACKING DUE TOTHERMAL MOVEMENT.

8. ALL INSULATION AND RELATED MATERIALS SHALL HAVE A FLAME-SPREAD INDEX OF 25 OR LESS ANDSMOKE-DEVELOPED INDEX OF 50 OR LESS IN ACCORDANCE WITH ASTM E 84 OR UL 723 USING THE SPECIMENPREPARATION AND MOUNTING PROCEDURES OF ASTM E 2231.

9. PIPE INSULATION CONTAINED WITHIN RETURN PLENUMS, INCLUDING INSULATION ADHESIVES, SHALL HAVE A FLAMESPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED INACCORDANCE WITH ASTM E84 OR UL 723, USING THE SPECIMEN PREPARATION AND MOUNTING PROCEDURES OF ASTME2231. PIPE AND DUCT INSULATION SHALL NOT FLAME, GLOW, SMOLDER OR SMOKE WHEN TESTED IN ACCORDANCEWITH ASTM C411 AT THE TEMPERATURE TO WHICH THEY ARE EXPOSED IN SERVICE. THE TEST TEMPERATURE SHALL NOTFALL BELOW 250ºF (121ºC). PIPE INSULATION SHALL BE LISTED AND LABELED.

10. TYPE A - MINERAL-FIBER PRE-FORMED PIPE INSULATION:10.1. DESCRIPTION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. COMPLY WITH ASTM C 547

TYPE I, GRADE A, WITH FACTORY-APPLIED PRESSURE-SENSITIVE SELF-SEALING LAP ASJ-SSL10.2. PERFORMANCE:

10.2.1. MAX. OPERATING TEMPERATURE: 850°F (140°F AT JACKET)10.2.2. THERMAL CONDUCTIVITY: 0.23 K-VALUE [BTU-IN/(HR-FT^2-°F)] AT 75°F.10.2.3. ASJ WATER VAPOR PERMEABILITY: 0.02 PERM

10.3. PROVIDE ONE OF THE FOLLOWING PRODUCTS: JOHNS MANVILLE MICRO-LOK DS, KNAUF EARTHWOOL, MANSONALLEY-K, OR OWENS CORNING FIBERGLAS PIPE INSULATION.

11. TYPE E - FLEXIBLE ELASTOMERIC INSULATION:11.1. DESCRIPTION: CLOSED-CELL, SPONGE- OR EXPANDED-RUBBER MATERIALS. COMPLY WITH ASTM C 534 TYPE I FOR

TUBULAR MATERIALS.11.2. PERFORMANCE:

11.2.1. OPERATING TEMPERATURE RANGE: -70°F TO 220°F11.2.2. THERMAL CONDUCTIVITY: 0.245 K-VALUE [BTU-IN/(HR-FT^2-°F)] AT 75°F.11.2.3. WATER VAPOR PERMEABILITY: 0.05 PERM

11.3. PROVIDE ONE OF THE FOLLOWING PRODUCTS: K-FLEX USA INSUL-LOCK OR INSUL-TUBE OR K-FIT, AEROFLEX USAAEROCEL, OR ARMACELL AP ARMAFLEX (THROUGH 1” THICK ONLY).

12. PVC JACKET:12.1. DESCRIPTION: HIGH-IMPACT- & UV-RESISTANT; COMPLY WITH ASTM D 1784, CLASS 16354-C.12.2. THICKNESS: 20 MILS FOR CONCEALED APPLICATIONS, 30 MILS FOR EXPOSED APPLICATIONS.12.3. FACTORY-FABRICATED FITTING COVERS FOR 45- AND 90-DEGREE, SHORT- AND LONG-RADIUS ELBOWS, TEES,

VALVES, FLANGES, UNIONS, REDUCERS, AND END CAPS, IF AVAILABLE; OTHERWISE, FIELD FABRICATE:12.4. PROVIDE ONE OF THE FOLLOWING PRODUCTS: JOHNS MANVILLE ZESTON, P.I.C. PLASTICS FG SERIES, PROTO

LOSMOKE, OR SPEEDLINE SMOKESAFE.13. SELF-ADHESIVE OUTDOOR JACKET: VAPOR BARRIER AND WATERPROOFING MEMBRANE OVER INSULATION LOCATED

ABOVEGROUND OUTDOORS WITH EMBOSSED ALUMINUM-FOIL FACING AND 0.00 PERMEABILITY. PROVIDE ONE OF THEFOLLOWING PRODUCTS: POLYGUARD ALUMAGUARD 60, VENTURECLAD PLUS 1579GCW-E, OR MFM FLEXCLAD 400.

221116 DOMESTIC WATER

1. SYSTEM APPLICATIONS: REFER TO P-801 “PLUMBING PIPING SYSTEM DATA SHEET APPLICATION SCHEDULE”.2. INSTALLATION PROCEDURES:

2.1. INSTALL COPPER TUBING UNDER BUILDING SLAB ACCORDING TO CDA'S "COPPER TUBE HANDBOOK."2.2. INSTALL SHUTOFF VALVE IMMEDIATELY UPSTREAM OF EACH DIELECTRIC FITTING.2.3. INSTALL PIPING LEVEL AND PLUMB, FREE OF SAGS AND BENDS.2.4. INSTALL PIPING CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING OCCUPANTS

UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT ROOMS AND SERVICE AREAS.2.5. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHT

ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY INDICATEDOTHERWISE.

2.6. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL, ANDCOORDINATE WITH OTHER SERVICES OCCUPYING THAT SPACE.

2.7. INSTALL PIPING TO PERMIT VALVE SERVICING.2.8. INSTALL UNIONS IN COPPER TUBING AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT, MACHINE, AND

SPECIALTY.2.9. INSTALL NIPPLES, UNIONS, SPECIAL FITTINGS, AND VALVES WITH PRESSURE RATINGS THE SAME AS OR HIGHER

THAN THE SYSTEM PRESSURE RATING USED IN APPLICATIONS BELOW UNLESS OTHERWISE INDICATED.2.10. REAM ENDS OF PIPES AND TUBES AND REMOVE BURRS. BEVEL PLAIN ENDS OF STEEL PIPE. REMOVE SCALE, SLAG,

DIRT, AND DEBRIS FROM INSIDE AND OUTSIDE OF PIPES, TUBES, AND FITTINGS BEFORE ASSEMBLY.2.11. A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK CLOSING VALVES (FLUSH VALVES, ELECTRONIC

FAUCETS, SOLENOID VALVES, ETC) ARE UTILIZED. WATER HAMMER ARRESTORS SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, PDI-WH 201 STANDARD, AND CONFORM TO ASSE1010. THE PREFERRED LOCATION IS AT THE END OF THE BRANCH LINE BETWEEN THE LAST TWO FIXTURES SERVED,OR FOR SINGLE FIXTURE/EQUIPMENT BRANCHES AS CLOSE AS POSSIBLE TO THE QUICK CLOSING VALVE.

3. TESTING:3.1. FILL DOMESTIC WATER PIPING. CHECK COMPONENTS TO DETERMINE THAT THEY ARE NOT AIR BOUND AND THAT

PIPING IS FULL OF WATER.3.2. TEST FOR LEAKS AND DEFECTS IN NEW PIPING AND PARTS OF EXISTING PIPING THAT HAVE BEEN ALTERED,

EXTENDED, OR REPAIRED. IF TESTING IS PERFORMED IN SEGMENTS, SUBMIT A SEPARATE REPORT FOR EACH TEST,COMPLETE WITH DIAGRAM OF PORTION OF PIPING TESTED.

3.3. LEAVE NEW, ALTERED, EXTENDED, OR REPLACED DOMESTIC WATER PIPING UNCOVERED AND UNCONCEALEDUNTIL IT HAS BEEN TESTED AND APPROVED.

3.4. UPON COMPLETION OF A SECTION OF OR THE ENTIRE WATER SUPPLY SYSTEM, THE SYSTEM, OR PORTIONCOMPLETED, SHALL BE TESTED AND PROVED TIGHT UNDER A WATER PRESSURE NOT LESS THAN 1.5 TIMES THEWORKING PRESSURE OF THE SYSTEM. THIS PRESSURE SHALL BE HELD FOR NOT LESS THAN 15 MINUTES. THEWATER UTILIZED FOR TESTS SHALL BE OBTAINED FROM A POTABLE SOURCE OF SUPPLY.

3.5. LEAKS AND LOSS OF TEST PRESSURE CONSTITUTE DEFECTS THAT MUST BE REPAIRED. THIS INCLUDES EXISTINGVALVES AT THE TIE IN CONNECTION.

3.6. AFTER TESTING, PIPING SHALL BE FLUSHED AND DISINFECTED AS DESCRIBED BELOW.4. CLEANING:

4.1. PURGE NEW PIPING AND PARTS OF EXISTING PIPING THAT HAVE BEEN ALTERED, EXTENDED, OR REPAIRED BEFOREUSING.

4.2. USE PURGING AND DISINFECTING PROCEDURES PRESCRIBED BY AUTHORITIES HAVING JURISDICTION; IFMETHODS ARE NOT PRESCRIBED, USE PROCEDURES DESCRIBED IN EITHER AWWA C651 OR AWWA C652 ORFOLLOW PROCEDURES DESCRIBED BELOW.

4.3. THE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT THEPOINTS OF OUTLET.

4.4. THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION CONTAINING NOT LESSTHAN 50 PARTS PER MILLION (50 MG/L) OF CHLORINE, AND THE SYSTEM OR PART THEREOF SHALL BE VALVEDOFF AND ALLOWED TO STAND FOR 24 HOURS; OR THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH AWATER/CHLORINE SOLUTION CONTAINING NOT LESS THAN 200 PARTS PER MILLION (200 MG/L) OF CHLORINEAND ALLOWED TO STAND FOR 3 HOURS.

4.5. FOLLOWING THE REQUIRED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATERUNTIL THE CHLORINE IS PURGED FROM THE SYSTEM.

4.6. REPEAT PROCEDURES IF BIOLOGICAL EXAMINATION SHOWS CONTAMINATION.

221316 SANITARY WASTE AND VENT

1. SYSTEM APPLICATIONS: REFER TO P-801 “PLUMBING PIPING SYSTEM DATA SHEET APPLICATION SCHEDULE”.2. INSTALLATION PROCEDURES:

2.1. INSTALL CAST-IRON SOIL PIPING IN ACCORDANCE WITH CISPI "CAST IRON SOIL PIPE AND FITTINGS HANDBOOK,"CHAPTER IV, "INSTALLATION OF CAST IRON SOIL PIPE AND FITTINGS."

2.2. INSTALL CAST-IRON HUBLESS FITTINGS IN ACCORDANCE WITH CISPI 310-18 “SPECIFICATION FOR COUPLING FORUSE IN CONNECTION WITH HUBLESS CAST IRON SOIL PIPE AND FITTINGS FOR SANITARY AND STORM DRAIN,WASTE, AND VENT PIPING APPLICATIONS”.

2.3. DEVIATIONS FROM MANUFACTURER PROVIDED INSTALLATION GUIDELINES MUST BE APPROVED BY THEMANUFACTURER.

2.4. INSTALL PIPING IN CONCEALED LOCATIONS UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT ROOMSAND SERVICE AREAS.

2.5. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHTANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY INDICATEDOTHERWISE.

2.6. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL.2.7. INSTALL PIPING AT INDICATED SLOPES, FREE OF SAGS AND BENDS.2.8. INSTALL PIPING TO ALLOW APPLICATION OF INSULATION.2.9. PROVIDE CLEANOUTS FOR FLUSHING AND MAINTENANCE AT THE BASE OF EACH VERTICAL RISER 18” ABOVE

FINISHED FLOOR UNLESS OTHERWISE NOTED ON DRAWINGS.2.10. MAKE CHANGES IN DIRECTION FOR SOIL AND WASTE DRAINAGE AND VENT PIPING USING APPROPRIATE

BRANCHES, BENDS, AND LONG-SWEEP BENDS. SANITARY TEES AND SHORT-SWEEP 1/4 BENDS MAY BE USED ONVERTICAL STACKS IF CHANGE IN DIRECTION OF FLOW IS FROM HORIZONTAL TO VERTICAL. USE LONG-TURN,DOUBLE Y-BRANCH AND 1/8-BEND FITTINGS IF TWO FIXTURES ARE INSTALLED BACK TO BACK OR SIDE BY SIDEWITH COMMON DRAIN PIPE. STRAIGHT TEES, ELBOWS, AND CROSSES MAY BE USED ON VENT LINES. DO NOTCHANGE DIRECTION OF FLOW MORE THAN 90 DEGREES. USE PROPER SIZE OF STANDARD INCREASERS ANDREDUCERS IF PIPES OF DIFFERENT SIZES ARE CONNECTED. REDUCING SIZE OF DRAINAGE PIPING IN DIRECTION OFFLOW IS PROHIBITED.

2.11. HORIZONTAL PIPE AND FITTINGS FIVE (5) IN. AND LARGER SHALL BE SUITABLY RESTRAINED TO PREVENTHORIZONTAL MOVEMENT. THIS SHALL BE DONE AT EVERY BRANCH OPENING OR CHANGE OF DIRECTION BY THEUSE OF BRACES, BLOCKS, RODDING OR OTHER SUITABLE METHOD, TO PREVENT MOVEMENT.

2.12. LAY BURIED BUILDING DRAINAGE PIPING BEGINNING AT LOW POINT OF EACH SYSTEM. INSTALL TRUE TO GRADESAND ALIGNMENT INDICATED, WITH UNBROKEN CONTINUITY OF INVERT. PLACE HUB ENDS OF PIPING UPSTREAM.INSTALL REQUIRED GASKETS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR USE OFLUBRICANTS, CEMENTS, AND OTHER INSTALLATION REQUIREMENTS. MAINTAIN SWAB IN PIPING AND PULL PASTEACH JOINT AS COMPLETED.

2.13. INSTALL SOIL AND WASTE DRAINAGE AND VENT PIPING AT THE FOLLOWING MINIMUM SLOPES UNLESSOTHERWISE INDICATED: 2 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 3 AND SMALLER;1 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 4 AND LARGER.

3. TESTING:3.1. GRAVITY SEWER TESTS SHALL CONSIST OF PLUGGING THE END OF THE BUILDING SEWER AT THE POINT OF

CONNECTION WITH THE PUBLIC SEWER, FILLING THE BUILDING SEWER WITH WATER, TESTING WITH NOT LESSTHAN A 10-FOOT HEAD OF WATER AND MAINTAINING SUCH PRESSURE FOR 15 MINUTES. WATER LEVEL MUSTNOT DROP. INSPECT JOINTS FOR LEAKS AND REPAIR AS NECESSARY. DO NOT AIR TEST.

3.2. FINISHED PLUMBING TEST PROCEDURE: THE FINAL TEST OF THE COMPLETED DRAINAGE AND VENT SYSTEMSSHALL BE VISUAL AND IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE WITH THE PROVISIONS OF THIS CODE.WHERE A SMOKE TEST IS UTILIZED, IT SHALL BE MADE BY FILLING ALL TRAPS WITH WATER AND THENINTRODUCING INTO THE ENTIRE SYSTEM A PUNGENT, THICK SMOKE PRODUCED BY ONE OR MORE SMOKEMACHINES. WHEN THE SMOKE APPEARS AT STACK OPENINGS ON THE ROOF, THE STACK OPENINGS SHALL BECLOSED AND A PRESSURE EQUIVALENT TO A 1-INCH WATER COLUMN SHALL BE HELD FOR A TEST PERIOD OFNOT LESS THAN 15 MINUTES.

4. CLEANING:4.1. CLEAN NEW PIPING AND PARTS OF EXISTING PIPING THAT HAVE BEEN ALTERED, EXTENDED, OR REPAIRED BEFORE

USING. CLEAN PIPING BY FLUSHING WITH POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT OUTLETS.4.2. PROTECT DRAINS DURING REMAINDER OF CONSTRUCTION PERIOD TO AVOID CLOGGING WITH DIRT AND DEBRIS

AND TO PREVENT DAMAGE FROM TRAFFIC AND CONSTRUCTION WORK.

231123 NATURAL GAS

1. SYSTEM APPLICATIONS: REFER TO P-801 “PLUMBING PIPING SYSTEM DATA SHEET APPLICATION SCHEDULE”.2. INSTALLATION PROCEDURES:

2.1. COMPLY WITH NFPA 54 THE INTERNATIONAL FUEL GAS CODE FOR INSTALLATION AND PURGING OFNATURAL-GAS PIPING.

2.2. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS.2.3. ARRANGE FOR PIPE SPACES, CHASES, SLOTS, SLEEVES, AND OPENINGS IN BUILDING STRUCTURE DURING

PROGRESS OF CONSTRUCTION, TO ALLOW FOR MECHANICAL INSTALLATIONS.2.4. INSTALL PIPING IN CONCEALED LOCATIONS UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT ROOMS

AND SERVICE AREAS.2.5. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHT

ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY INDICATEDOTHERWISE.

2.6. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL.2.7. INSTALL PIPING LEVEL AND PLUMB, FREE OF SAGS AND BENDS.2.8. INSTALL PIPING TO PERMIT VALVE SERVICING.2.9. INSTALL NATURAL-GAS PIPING AT UNIFORM GRADE OF 2 PERCENT DOWN TOWARD DRIP AND SEDIMENT TRAPS,

FREE OF SAGS AND BENDS.2.10. FIRE-BARRIER PENETRATIONS: MAINTAIN INDICATED FIRE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS

AT PIPE PENETRATIONS. SEAL PIPE PENETRATIONS WITH FIRESTOP MATERIALS.2.11. VERIFY FINAL EQUIPMENT LOCATIONS FOR ROUGHING-IN. COMPLY WITH REQUIREMENTS IN SECTIONS

SPECIFYING GAS-FIRED APPLIANCES AND EQUIPMENT FOR ROUGHING-IN REQUIREMENTS.2.12. DRIPS AND SEDIMENT TRAPS: INSTALL DRIPS AT POINTS WHERE CONDENSATE MAY COLLECT, INCLUDING

SERVICE-METER OUTLETS. LOCATE WHERE ACCESSIBLE TO PERMIT CLEANING AND EMPTYING. DO NOT INSTALLWHERE CONDENSATE IS SUBJECT TO FREEZING.

2.13. EXTEND RELIEF VENT CONNECTIONS FOR SERVICE REGULATORS, LINE REGULATORS, AND OVERPRESSUREPROTECTION DEVICES TO OUTDOORS AND TERMINATE WITH WEATHERPROOF VENT CAP.

2.14. DO NOT INSTALL NATURAL-GAS PIPING IN OR THROUGH CIRCULATING AIR DUCTS, CLOTHES OR TRASH CHUTES,CHIMNEYS OR GAS VENTS (FLUES), VENTILATING DUCTS, OR DUMBWAITER OR ELEVATOR SHAFTS. DO NOTINSTALL NATURAL-GAS PIPING IN SOLID WALLS OR PARTITIONS.

2.15. INSTALL UNIONS IN PIPES NPS 2 AND SMALLER, ADJACENT TO EACH VALVE, AT FINAL CONNECTION TO EACHPIECE OF EQUIPMENT. UNIONS ARE NOT REQUIRED AT FLANGED CONNECTIONS

2.16. INSTALL STRAINER ON INLET OF EACH LINE-PRESSURE REGULATOR AND AUTOMATIC OR ELECTRICALLY OPERATEDVALVE.

2.17. NATURAL GAS PIPING LOCATED IN INACCESSIBLE AREAS SHALL HAVE WELDED JOINTS.2.18. TRACER: A YELLOW INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR SHALL BE INSTALLED

ADJACENT TO UNDERGROUND NON-METALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE ORTHE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE NONMETALLIC PIPING. THE TRACERWIRE SIZE SHALL BE NOT LESS THAN 18 AWG AND THE INSULATION TYPE SHALL BE SUITABLE FOR DIRECT BURIAL.

2.19. PRESSURE REGULATORS: A LINE PRESSURE REGULATOR SHALL BE INSTALLED WHERE THE APPLIANCE IS DESIGNEDTO OPERATE AT A LOWER PRESSURE THAN THE SUPPLY PRESSURE. LINE GAS PRESSURE REGULATORS SHALL BELISTED AS COMPLYING WITH ANSI Z21.80. ACCESS SHALL BE PROVIDED TO PRESSURE REGULATORS. PRESSUREREGULATORS SHALL BE PROTECTED FROM PHYSICAL DAMAGE. REGULATORS INSTALLED ON THE EXTERIOR OFTHE BUILDING SHALL BE APPROVED FOR OUTDOOR INSTALLATION.

2.20. MEDIUM PRESSURE (MP) REGULATORS SHALL COMPLY WITH THE FOLLOWING:2.20.1. THE MP REGULATOR SHALL MAINTAIN A REDUCED OUTLET PRESSURE UNDER LOCK-UP (NO-FLOW)

CONDITIONS.2.20.2. THE MP PRESSURE REGULATOR SHALL BE PROVIDED WITH ACCESS. WHERE LOCATED INDOORS, THE

REGULATOR SHALL BE VENTED TO THE OUTDOORS OR SHALL BE EQUIPPED WITH A LEAK LIMITINGDEVICE, IN EITHER CASE COMPLYING WITH IFGC SECTION 410.3.

2.20.3. A TEE FITTING WITH ONE OPENING CAPPED OR PLUGGED SHALL BE INSTALLED BETWEEN THE MPREGULATOR AND ITS UPSTREAM SHUTOFF VALVE. SUCH TEE FITTING SHALL BE POSITIONED TO ALLOWCONNECTION OF A PRESSURE-MEASURING INSTRUMENT AND TO SERVE AS A SEDIMENT TRAP.

2.20.4. A TEE FITTING WITH ONE OPENING CAPPED OR PLUGGED SHALL BE INSTALLED NOT LESS THAN 10 PIPEDIAMETERS DOWNSTREAM OF THE MP REGULATOR OUTLET. SUCH TEE FITTING SHALL BE POSITIONEDTO ALLOW CONNECTION OF A PRESSURE-MEASURING INSTRUMENT.

2.20.5. WHERE CONNECTED TO RIGID PIPING, A UNION SHALL BE INSTALLED WITHIN 1 FOOT OF EITHER SIDE OFTHE MP REGULATOR.

3. TESTING:3.1. TEST, INSPECT, AND PURGE NATURAL GAS ACCORDING TO NFPA 54 INTERNATIONAL FUEL GAS CODE SECTION

406 “INSPECTION, TESTING, AND PURGING” AND AUTHORITIES HAVING JURISDICTION.3.2. THE TEST PRESSURE TO BE USED SHALL BE NO LESS THAN 1.5 TIMES THE PROPOSED MAXIMUM WORKING

PRESSURE, BUT NOT LESS THAN 3 PSI, IRRESPECTIVE OF DESIGN PRESSURE. THE PIPING SYSTEM SHALLWITHSTAND THE TEST PRESSURE SPECIFIED WITHOUT SHOWING ANY EVIDENCE OF LEAKAGE OR OTHER DEFECTS.

3.3. TEST DURATION SHALL NOT BE LESS THAN 30 MINUTES FOR EACH 500 CUBIC FEET OF PIPE VOLUME.3.4. THE TEST MEDIUM SHALL BE LIMITED TO AIR, NITROGEN, CARBON DIOXIDE, OR AN INERT GAS.3.5. WHERE THE PIPING SYSTEM IS CONNECTED TO APPLIANCES OR EQUIPMENT DESIGNED FOR OPERATING

PRESSURES EQUAL TO OR GREATER THAN THE TEST PRESSURE, SUCH APPLIANCES OR EQUIPMENT SHALL BEISOLATED FROM THE PIPING SYSTEM BY CLOSING THE INDIVIDUAL APPLIANCE OR EQUIPMENT SHUTOFF VALVE.

4. CLEANING:4.1. REMOVE SCALE, SLAG, DIRT, AND DEBRIS FROM INSIDE AND OUTSIDE OF PIPE AND FITTINGS BEFORE ASSEMBLY.

226113 COMPRESSED AIR

1. SYSTEM APPLICATIONS: REFER TO P-801 “PLUMBING PIPING SYSTEM DATA SHEET APPLICATION SCHEDULE”.2. INSTALLATION PROCEDURES:

2.1. INSTALL PIPING CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING OCCUPANTSUNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT ROOMS AND SERVICE AREAS.

2.2. INSTALL PIPING INDICATED TO BE EXPOSED AND PIPING IN EQUIPMENT ROOMS AND SERVICE AREAS AT RIGHTANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY INDICATEDOTHERWISE.

2.3. INSTALL PIPING ABOVE ACCESSIBLE CEILINGS TO ALLOW SUFFICIENT SPACE FOR CEILING PANEL REMOVAL ANDCOORDINATE WITH OTHER SERVICES OCCUPYING THAT SPACE.

2.4. INSTALL PIPING ADJACENT TO EQUIPMENT AND SPECIALTIES TO ALLOW SERVICE AND MAINTENANCE.2.5. INSTALL BRANCH CONNECTIONS TO LAB GAS MAINS FROM TOP OF MAIN. PROVIDE DRAIN LEG AND DRAIN TRAP

AT END OF EACH MAIN AND BRANCH AND AT LOW POINTS.2.6. INSTALL PIPING LEVEL AND PLUMB, FREE OF SAGS AND BENDS.2.7. INSTALL PIPING TO PERMIT VALVE SERVICING.2.8. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND FOR BRANCH CONNECTIONS.2.9. INSTALL SHUTOFF VALVE AT EACH CONNECTION TO AND FROM EQUIPMENT AND SPECIALTIES.2.10. REMOVE SCALE, SLAG, DIRT, AND DEBRIS FROM OUTSIDE OF CLEANED TUBING AND FITTINGS BEFORE ASSEMBLY.

3. TESTING:3.1. INSPECTION AND TESTING SHALL BE PERFORMED ON ALL NEW PIPED GAS SYSTEMS, ADDITIONS, RENOVATIONS,

TEMPORARY INSTALLATIONS, OR REPAIRED SYSTEMS TO ENSURE, BY A DOCUMENTED PROCEDURE, THAT ALLAPPLICABLE PROVISIONS OF THIS DOCUMENT HAVE BEEN ADHERED TO AND SYSTEM INTEGRITY HAS BEENACHIEVED OR MAINTAINED.

3.2. ALL SYSTEMS THAT ARE BREACHED AND COMPONENTS THAT ARE SUBJECT TO ADDITIONS, RENOVATIONS, ORREPLACEMENT (E.G., NEW GAS SOURCES: BULK, MANIFOLDS, COMPRESSORS, DRYERS, ALARMS) SHALL BEINSPECTED AND TESTED.

3.3. TEST NEW AND MODIFIED PARTS OF EXISTING PIPING. CAP AND FILL PIPING WITH OIL-FREE DRY NITROGEN TOPRESSURE 1.5 TIMES MAXIMUM OPERATING PRESSURE, BUT NOT LESS THAN 150 PSIG. COMPLY WITH USP 32 -NF 27 FOR OIL-FREE DRY NITROGEN. ISOLATE TEST SOURCE AND LET STAND FOR FOUR HOURS TO EQUALIZETEMPERATURE. REFILL SYSTEM, IF REQUIRED, TO TEST PRESSURE; HOLD FOR TWO HOURS WITH NO DROP INPRESSURE.

3.4. REMOVE AND REPLACE COMPONENTS THAT DO NOT PASS TESTS AND INSPECTIONS AND RETEST AS SPECIFIEDABOVE.

4. CLEANING:4.1. IF MANUFACTURER-CLEANED AND CAPPED FITTINGS OR TUBING IS NOT AVAILABLE OR IF PRECLEANED FITTINGS

OR TUBING MUST BE RECLEANED BECAUSE OF EXPOSURE, HAVE SUPPLIER OR SEPARATE AGENCY ACCEPTABLE TOAUTHORITIES HAVING JURISDICTION PERFORM THE FOLLOWING PROCEDURES BELOW.

4.2. CLEAN TUBE AND FITTINGS, VALVES, GAGES, AND OTHER COMPONENTS OF OIL, GREASE, AND OTHER READILYOXIDIZABLE MATERIALS AS REQUIRED FOR OXYGEN SERVICE ACCORDING TO CGA G-4.1.

475

Cre

amer

y W

ayEx

ton,

Pen

nsyl

vani

a 19

341

VE

LT

EK

ASS

OC

IAT

ES,

INC

.M

ACIN

TOSH

EN

GIN

EERI

NG

1255

DRU

MM

ERS

LAN

ESU

ITE

201

WAY

NE,

PA

190

8748

4-47

5-21

80 P

HO

NE

484-

475-

2181

FAX

WW

W.M

ACI

NTO

SHEN

G.C

OM

PREC

IS E

NGIN

EERI

NG

INC.

20 S

OU

TH M

APLE

STR

EET

AMBL

ER,

PA 1

9002

215-

540-

9800

PHO

NE

WW

W.P

RECI

SEN

GIN

EERI

NG

.CO

M

PRO

JEC

T N

O:

SCA

LE:

PRO

JEC

T M

GR:

DRA

WN

BY:

CHE

CKE

D B

Y:

DA

TES:

DRA

WIN

G N

O:

PRO

JEC

T:20

167

C O

N F

I D

E N

T I

A L

NSP G

MF

P-90

1EM

S

PLUM

BIN

GSP

ECIF

ICAT

ION

S10

-16-

2020

ISSU

E FO

R BI

D A

ND

PER

MIT

abrouwers
New Stamp_1