|
GENERAL PLUMBING NOTES LEGEND ABBREVIATIONS m
<br /> GENERAL: 11. MINIMUM PIPING INSULATION THICKNESS HEATING AND HOT-WATER SYSTEMS (STEAM, STEAM COLD WATER PIPING ACM AREA CONSTRUCTION MANAGER
<br /> 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES 5. THE GREASE INTERCEPTOR SHALL BE VENTED. CONDENSATE, HOT-WATER HEATING AND DOMESTIC WATER SYSTEMS). PLEASE REFER TO THE Z
<br /> AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. LATEST EDITION OF IECC FOR MINIMUM PIPE INSULATION THICKNESS (TABLE C403.12.3) O
<br /> 2. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. 6. ACCESS TO THE GREASE INTERCEPTOR SHALL BE PROVIDED WITH TWO (2)
<br /> TEMPERED WATER PIPING (110'F) AVE ATMOSPHERIC VACUUM BREAKER Z Q p j 24-IN. MANHOLES. COVER SHALL PROVIDE WATER/GAS-TIGHT SEAL AND HAVE MINIMUM INSULATIO PIPE OR TUBE SIZE
<br /> THICKNESS (IN INCHES)
<br /> PIPING PER NOMINAL
<br /> A MINIMUM 16,000 LBS. LOAD CAPACITY. ALL SURFACE WATER MUST DRAIN ti M
<br /> 3. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR AWAY FROM MANHOLES. R m NOMINAL PIPE SIZE <1 1 TO 1.5 1.5 TO <4 4 TO <8 >8
<br /> TO INSTALLATION. ALL ROUGH-IN LOCATIONS SHALL BE COORDINATED WITH � � HOT WATER PIPING (140'F) BSI BEVERAGE SYSTEM INSTALLER �
<br /> 0 0 1 0 1 5 1 5 0. . . .
<br /> THE MANUFACTURER'S SUBMITTAL INFORMATION. 7. PIPING INLET AND OUTLET SIDES SHALL BE CLEARLY LABELED ON THE TOP DOMESTIC COLD WATER (40'F TO 60•F) 0. W W
<br /> OF THE GREASE INTERCEPTOR TO INSURE PROPER INSTALLATION. TEMPERATE HOT WATER (105'F TO 140'F) 1.0 1.0 1.5 1.5 1.5 p
<br /> 4. ALL DIMENSIONAL INFORMATION IS AS FOLLOWS (UNLESS NOTED OTHERWISE): HOT WATER (1417 TO 2007) 1.5 1.5 2.0 2.0 2.0 RECIRCULATED HOT WATER PIPING CO CLEAN-OUT W
<br /> d
<br /> A. UNDERGROUND PIPE IS TO FOUNDATION DOMESTIC SUPPLY SYSTEMS: STORM DRAIN (HORIZONTAL) 1.0 1.0 1.0 Q_ p
<br /> B. OVERHEAD PIPE IS TO FINISHED WALL 1. THE INCOMING WATER SERVICE PIPE SHALL BE LOCATED A MINIMUM OF 10 rL
<br /> C. ELEVATIONS ARE TO FINISHED FLOOR FT. FROM THE EXITING SANITARY PIPE. WHERE A 10 FT. SEPARATION IS NOT OVERHEAD LINES (BY P.C.) DC DOWNSPOUT COVER
<br /> POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM
<br /> 5. ALL MATERIALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. v v v
<br /> WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN ----GW--- UNDERGROUND SANITARY PIPING DFU DRAINAGE FIXTURE UNIT(S) W N N N
<br /> THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR 2. ALL UNDERGROUND SITE PLUMBING SHALL CONFORM TO NSF 61, SHALL BE Q m N ry
<br /> IN NEED OF A COPY OF THE McDONALD"S PROJECT MANUAL SHALL CONTACT TYPE K COPPER TUBING OR COPPER PIPE, POLYETHYLENE (PE), PEX OR O
<br /> THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE CPVC. IF CPVC IS USED, FOAM INSULATION SHALL BE INSTALLED AT ALL ----GW--- UNDERGROUND GREASE WASTE PIPING EC ELECTRICAL CONTRACTOR o o
<br /> McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE
<br /> CHANGES OF DIRECTION TO ACCOUNT FOR EXPANSION AND CONTRACTION.
<br /> ENGINEER-OF-RECORD. 3. IF PEX PIPING IS USED, ALL MAINS SHALL BE UPSIZED BY 0.5 DIAMETER. o; a a
<br /> VENT PIPING FAC FIRE ALARM CONTRACTOR
<br /> 6. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK. 4. INCOMING WATER SERVICE PRESSURE SHOULD BE BETWEEN 50 AND 55 PSI Professional of Record:
<br /> 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING STATIC. WHERE WATER PRESSURE SERVICE EXCEEDS 80 PSI STATIC, AN 5T ABOVE GROUND PRIMARY STORM PIPING FCO FLOOR CLEAN-OUT
<br /> AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. APPROVED WATER-PRESSUREREDUCING VALVE WITH STRAINER CONFORMING PM
<br /> TO ASSE 1003 SHALL BE INSTALLED. WHERE INCOMING WATER PRESSURE IS
<br /> S. WHERE POOR SOIL CONDITIONS EXIST OR WHERE SUBSTANTIAL SETTLEMENT BELOW 50 PSI STATIC, A PRESSURE BOOSTER SYSTEM SHALL BE INSTALLED.
<br /> -ST- UNDERGROUND PRIMARY STORM PIPING FD FLOOR DRAIN
<br /> OF EITHER THE PIPING, THE BUILDING PR ADJACENT WALKS, PLANTERS, ETC., 5. IF THE RESTAURANT HAS A COMBINED WATER AND FIRE SPRINKLER SERVICE, II�IGJI�II�
<br /> MAY OCCUR, THE CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORT.
<br /> LAB THE INCOMING WATER SERVICE SHALL BE SIZED BASED ON THE FIRE
<br /> STAINLESS STEEL PIPE HANGERS OR APPROVED OTHER SUPPORT. SPRINKLER CONTRACTOR'S HYDRAULIC CALCULATIONS. 5T5 ABOVE GROUND SECONDARY STORM PIPING FPC FIRE PROTECTION CONTRACTOR
<br /> Architectural
<br /> 9. ALL PIPE SLEEVES SHALL BE PROPERLY SEALED AND INSULATED TO PREVENT
<br /> HEAT LOSS AND SEEPAGE. 6. PROVIDE A MINIMUM 1/2"ANNULAR CLEARANCE AROUND ALL PIPE SLAB Solutions Group
<br /> PENETRATIONS. CD CONDENSATE PIPING FS FLOOR SINK
<br /> 10. ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE 1940140TH AVEW
<br /> HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR 7. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE SUITE 420
<br /> EQUAL. INSTALLED AT THE INCOMING SERVICE WHERE REQUIRED BY CODE. (MIN. 60" HOSE BIBS GC GENERAL CONTRACTOR LW44*=,WA98036
<br /> A.F.F.) AWKkVNMKW W.P.E
<br /> 11. ALL PENETRATIONS OF FIRE-RATED WALLS SHALL BE FIRESTOPPED WITH AN _ FIDE 14251510911112
<br /> APPROVED AND LISTED FIRESTOPPING SYSTEM. 8. AN EXPANSION TANK SHALL BE INSTALLED ON THE COLD WATER LINE INLET N CHECK VALVE GI GREASE INTERCEPTOR EMfC k#A9,1I3LI0J0T§FWDGI4CC0M
<br /> TO THE WATER HEATER. SEE EXPANSION TANK SCHEDULE.
<br /> SANITARY AND VENT SYSTEMS:
<br /> 1. THE BUILDING SANITARY PIPE SHALL BE LOCATED A MINIMUM OF 10 FL FROM 9. ALL WATER SUPPLY PIPE WITHIN 5 FT. OF THE BUILDING AND INSIDE THE BALL VALVE GEE GALLONS PER FLUSH
<br /> THE INCOMING WATER SERVICE. WHERE A 10 FT. SEPARATION IS NOT BUILDING SHALL COMPLY WITH NSF 61 AND SHALL BE TYPE L COPPER
<br /> POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM TUBING, COPPER PIPE, PEX OR CPVC PIPE.
<br /> OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE.
<br /> 10. CPVC PIPE SHALL BE FLOWGUARD GOLD OR FLOWGUARD BENDABLE AS fR1 THERMOSTATIC MIXING VALVE GPM GALLONS PER MINUTE
<br /> 2. ALL SANITARY AND VENT PIPE SHALL BE PVC TYPE DWV, ASS OR CAST-IRON MANUFACTURED BY LUBRIZOL.
<br /> WHERE REQUIRED BY CODE.
<br /> 11. CPVC PIPE SHALL BE CONNECTED WITH FLOWGUARD GOLD YELLOW LOW-VOC ® FLOOR DRAIN GW GREASE WASTE
<br /> 3. ALL HORIZONTAL SANITARY PIPE SHALL BE INSTALLED WITH A MINIMUM PITCH SOLVENT CEMENT AS MANUFACTURED BY IRS WELD-ON OR OATEY.
<br /> AS FOLLOWS:
<br /> PIPE SIZE MIN. SLOPE 12. ALL CPVC PIPE SHALL BE INSULATED TO PREVENT EXPOSURE TO GREASE. ® CLEAN-OUT (FLOOR OR YARD) HS HAND SINK 000OD❑❑❑p00,
<br /> 2 1 2 OR LESS 1/4 PER FT. 000 :.M 000
<br /> 13. ALL SUSPENDED PIPE SHALL BE SUPPORTED AS FOLLOWS:
<br /> 3" TO 6" 1 8' PER FT. oo :�oFWAS,i'.�
<br /> MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING FLOOR SINK I.R.S. IRON PIPE SIZE (ALSO NPS)
<br /> 8" OR LARGER 1/8' PER FT. MIN .
<br /> COPPER PIPE 12 FT. 10 Fi. ❑ ❑
<br /> 4. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND COPPER TUBING <1 1/4" 6 FT. 10 FT. 0 OO
<br /> PRESSURE GUAGE KEI KITCHEN EQUIPMENT INSTALLER O
<br /> SHALL BE LOCATED NOT MORE THAN 100 FT. APART. (UNLESS OTHERWISE COPPER TUBING >1 1/2" 10 FT. 10 FT. OOgFG53�efi6E0, 000
<br /> DICTATED BY LOCAL CODES). CPVC 21 1/4" 4 FT. 10 FT. OO�OJO0007 00
<br /> 5. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER LOW PRESSURE SWITCH KES KITCHEN EQUIPMENT SUPPLIER nVrn
<br /> THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS PEX <1" 3 FT. 10 FT. Seal
<br /> IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR PEX 21 1/4" 4 FT. 10 FT.
<br /> EVERY 40 FEET OF DEVELOPED LENGTH. 14. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE © HIGH PRESSURE SWITCH LAV LAVATORY J g m
<br /> INSTALLED AT THE INLET TO THE WATER FILTRATION SYSTEM. ALL PIPING J Z.b o �'�
<br /> �e
<br /> 6. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB DOWNSTREAM OF THE RPZ SHALL BE COPPER OR CROSS-LINKED N 'S
<br /> PENETRATION. POLYETHYLENE (PEX). SOLENOID VALVE MC MECHANICAL CONTRACTOR Q E�,
<br /> J
<br /> 7. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS 15. ALL DEVICES, APPLIANCES, AND APPARATUS INTENDED TO SERVE SOME -
<br /> SHALL BE PROVIDED. SPECIAL FUNCTION (EX.: SODA MACHINE, COFFEE MACHINE, BEVERAGE C� THREE-WAY VALVE MHT MALE HOSE THREADS J `o E.
<br /> DISPENSERS, ETC.) SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW o !� =u '�rb`q Sp•
<br /> 8. CLEANOUTS ON 6-IN. AND SMALLER PIPES SHALL BE PROVIDED WITH A AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. ALL BACKFLOW Q zq 8
<br /> CLEARANCE OF NOT LESS THAN 18 IN. CLEANOUTS ON 8-IN. AND LARGER PREVENTION DEVICES SHALL BE ASSE LISTED AND APPROVED FOR THE DEVICE PRESSURE REGULATOR MS MOP SINK •A m m E' -9�•Q
<br /> PIPE SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36 IN. o V a 1r°o c'OR APPLIANCE THEY SERVE. f 3;9%c
<br /> 9. ALL SUSPENDED SANITARY AND VENT PIPE SHALL BE SUPPORTED AS 16. ALL WATER SUPPLY LINES SHALL BE PROVIDED WITH A QUARTER-TURN �y DUAL CHECK VALVE OR RPZ NPS NATIONAL PIPE THREAD STANDARD D -Y'o o m cL
<br /> FOLLOWS: SHUT-OFF VALVE BEFORE FINAL CONNECTION TO EQUIPMENT. (n $m c o um`m
<br /> MAX. HORIZ. MAX. VERT. ,
<br /> 17. QUARTER-TURN SHUT-OFF VALVES SHALL BE INSTALLED UPSTREAM OF ANY ,,AA'� DUAL CHECK VALVE WITH ATMOSPHERIC m o�of
<br /> MATERIAL SPACING SPACING IVY NET NATIONAL PIPE THREAD TAPERED g
<br /> ABS 4 FT. 10 FT.
<br /> INLINE BACKFLOW PREVENTION DEVICE. VENT
<br /> (Q $� •-9
<br /> PVC (TYPE DWV) 4 FT. 10 FT. 18. ALL VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED WITH STRAINER 0/0 OWNER/OPERATORse
<br /> CAST-IRON (<10 FT. PIPE SECTIONS) 5 FT. 15 FT. FITTINGS THAT FACILITATE REMOVAL IN CASE OF FAILURE. 0 a9c"'moo u8
<br /> w CAST-IRON (10 FT. PIPE SECTIONS) 10 FT. 15 FT. 8 =c
<br /> 19. ALL OVERHEAD WATER LINES SHALL BE INSULATED PER SCHEDULE THIS
<br /> 10. ALL PLUMBING FIXTURES SHALL BE VENTED AND THE MAXIMUM DISTANCE SHEET WITH EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED 6D RELIEF VENT ON OVERHEAD .3 m o0 0 0
<br /> FROM THE FIXTURE TRAP TO THE VENT SHALL BE AS FOLLOWS: R-VALUE OF 3.7. CC� c `m5 o m av°
<br /> ` TRAP SIZE SLOPE DISTANCE o L }-o m• Yi
<br /> a 1 1/4 1/4 PER FT. 2'-6" 20. PRIOR TO BUILDING TURNOVER, THE DOMESTIC WATER SUPPLY SYSTEM SHALL WATER-HAMMER ARRESTER P PUMP
<br /> 1 1/2" 1/4" PER FT. 3'-6" ® v s os Q o 8
<br /> BE PURGED OF DELETERIOUS MATERIAL AND DISINFECTED. DISINFECTION mf:5 �o u c
<br /> m m m 8
<br /> SHALL BE DONE IN ACCORDANCE WITH THE LOCAL HEALTH CODE, PLUMBING
<br /> 2" 1/4" PER FT. 5'-0" CODE OR IN ACCORDANCE WITH AWWA C651 OR AWWA C652. TRENCH DRAIN PC PLUMBING CONTRACTOR n's�
<br /> 3" 1/8" PER FT. 6'-0'
<br /> 4" & LARGER 1/8" PER FT. 1p'-p" STORM DRAINAGE SYSTEMS:
<br /> 1. ALL ROOF DRAINS SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODES AND 1 RC REFRIGERATION CONTRACTOR
<br /> 11. ALL PLUMBING VENTS THROUGH THE ROOF SHALL TERMINATE A MINIMUM OF SHALL CONFORM TO ASME A112.21.2A OR A112.3.1. o N
<br /> 12 INCHES ABOVE THE ROOF AND SHALL BE LOCATED A MINIMUM OF 8 FT. w m
<br /> FROM ANY PARAPET WALL. WHERE A VENT TERMINATES WITHIN 8 FT. OF A 2. ALL STORM DRAINAGE PIPING SHALL BE ABS, PVC TYPE DWV OR CAST-IRON RPZ REDUCED PRESSURE PRINCIPLE
<br /> PARAPET WALL, THE VENT SHALL TERMINATE A MINIMUM OF 6 INCHES ABOVE WHERE REQUIRED BY CODE. BACKFLOW PREVENTER
<br /> THE PARAPET. o o
<br /> 3. ALL SUSPENDED STORM DRAINAGE PIPE SUPPORT REQUIREMENTS SHALL BE
<br /> a 12. ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10 FT. HORIZONTALLY THE SAME AS THE SANITARY AND VENT REQUIREMENTS. SS SANITARY SEWER
<br /> o FROM ANY OUTDOOR AIR INTAKE. WHERE A PLUMBING VENT IS LOCATED
<br /> WITHIN 10 FT. OF AN INTAKE, THE VENT SHALL TERMINATE A MINIMUM OF 2 4. ALL HORIZONTAL STORM DRAINAGE PIPE PITCH REQUIREMENTS SHALL BE THE
<br /> oo ST STORM SEWER (PRIMARY)
<br /> FT. ABOVE THE INTAKE. SAME AS THE SANITARY AND VENT REQUIREMENTS.
<br /> STS STORM SEWER (SECONDARY)
<br /> 13. ALL SIDE WALL VENT TERMINATIONS SHALL BE PROTECTED TO PREVENT BIRDS 5. ALL HORIZONTAL STORM DRAINAGE PIPE SHALL BE INSULATED WITH 1" THICK
<br /> OR RODENTS FROM ENTERING OR BLOCKING THE VENT OPENING. EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R-VALUE OF 3.7 SVB ANTI-SIPHON, SPILL RESISTANT
<br /> o VACUUM BREAKER
<br /> a TO PROTECT AGAINST CONDENSATION.
<br /> 14. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED
<br /> AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PRIMER, 3
<br /> g 6. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND TAB TEST AND BALANACE CONTRACTOR
<br /> DEEP SEAL TRAP OR PROSET TRAP GUARD. ALL TRAPS SHALL BE FILLED WITH SHALL BE LOCATED NOT MORE THAN 100 FT. APART. r7
<br /> AN INITIAL LAYER OF COOKING OIL. co
<br /> 7. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER Zi
<br /> W15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR UG UNDERGROUND r7 THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS N r
<br /> (FLOOR SINK OR FLOOR DRAIN WITH FUNNEL). INDIRECT DRAINAGE FROM AN IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR 3
<br /> APPLIANCE SHALL MAINTAIN AN AIR GAP BETWEEN THE PIPE OUTLET AND THE
<br /> h TOP OF THE RECEPTOR. THE MINIMUM DISTANCE BETWEEN THE PIPE OUTLET EVERY 40 FEET OF DEVELOPED LENGTH. UP URINAL Q
<br /> AND THE TOP OF THE RECEPTOR SHALL BE TWICE THE DIAMETER OF THE 8, CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB Cn � ¢
<br /> APPLIANCE DRAIN PIPE. PENETRATION. z V VENT
<br /> GREASE INTERCEPTORS: Ld
<br /> 9. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS
<br /> 1. SEE SITE PLAN FOR THE SIZE AND LOCATION OF THE GREASE INTERCEPTOR. W
<br /> SHALL BE PROVIDED.
<br /> WC WATER CLOSET Z CD �
<br /> � 2. THE GREASE IN SHALL BE INSTALLED IN A LOCATION THAT IS 10. ROOF DRAINS AND OVERFLOW ROOF DRAINS SHALL BE PIPED INDEPENDENTLY. a O1
<br /> c ACCESSIBLE FOR PUMPING. OVERFLOW ROOF DRAINS SHALL NOT BE CONNECTED TO THE PRIMARY ROOF w 0 W o p
<br /> < DRAINAGE SYSTEM. WCO WALL CLEAN-OUT _ cc > w
<br /> O 3. THE GREASE INTERCEPTOR SHALL BE CONSTRUCTED OF FIBERGLASS OR :5 W
<br /> ROTATIONALLY-MOLDED POLYETHYLENE. GREASE INTERCEPTOR CONSTRUCTION Ln
<br /> SHALL CONFORM TO ALL LOCAL CODES. CONCRETE GREASE INTERCEPTORS
<br /> � ARE NOT PERMITTED UNLESS REQUIRED BY THE LOCAL AHJ. WSFU WATER SUPPLY FIXTURE UNIT(S) w P . 0
<br /> Q
<br /> 4. GREASE INTERCEPTORS SHALL BE GRAVITY OR HYDROMECHANICAL TYPE, SIZED w
<br /> FOR THE APPLICATION LISTED. YC YARD CLEAN-OUT GENERAL NOTES U
<br /> City of Everett Permit Services
<br /> EVERETT Reviewed for Permit 11/14/2024
<br />
|