7920 EVERGREEN WAY 2024 Plans 2025-08-22

GENERAL PLUMBING NOTES LEGEND ABBREVIATIONS on GENERAL: 11. MINIMUM PIPING INSULATION THICKNESS HEATING AND HOT-WATER SYSTEMS (STEAM, STEAM COLD WATER PIPING ACM AREA CONSTRUCTION MANAGER 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 AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. LATEST EDITION OF IECC FOR MINIMUM PIPE INSULATION THICKNESS (TABLE C403.12.3) 6. ACCESS TO THE GREASE INTERCEPTOR SHALL BE PROVIDED WITH TWO (2) TEMPERED WATER PIPING (110'F) AVB ATMOSPHERIC VACUUM BREAKER 2 I¢- 2. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. 24-IN. MANHOLES. COVER SHALL PROVIDE WATER/GAS-TIGHT SEAL AND HAVE MINIMUM INSULATION THICKNESS (IN INCHES) P c A MINIMUM 16,000 LBS. LOAD CAPACITY. ALL SURFACE WATER MUST DRAIN PIPING PER NOMINAL PIPE OR TUBE SIZE 3. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR AWAY FROM MANHOLES. NOMINAL PIPE SIZE <1 1 TO 1.5 1.5 TO <4 4 TO <8 28 K m TO INSTALLATION. ALL ROUGH-IN LOCATIONS SHALL BE COORDINATED WITH HOT WATER PIPING (140'F) BSI BEVERAGE SYSTEM INSTALLER v ti 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 0.5 0.5 1.0 1.0 1.0 cn 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 O 4. ALL DIMENSIONAL INFORMATION IS AS FOLLOWS (UNLESS NOTED OTHERWISE): HOT WATER 141'F TO 200'F 1.5 1.5 2.0 2.0 2.0 - - RECIRCULATED HOT WATER PIPING CO CLEAN-OUT cc A. UNDERGROUND PIPE IS TO FOUNDATION DOMESTIC SUPPLY SYSTEMS: STORM DRAIN HORIZONTAL - - 1.0 1.0 1.0 B. OVERHEAD PIPE IS TO FINISHED WALL 1. THE INCOMING WATER SERVICE PIPE SHALL BE LOCATED A MINIMUM OF 10 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 POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM 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. WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN ---OW--- UNDERGROUND.SANITARY PIPING DFU DRAINAGE FIXTURE UNIT(S) �i N THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR 2. ALL UNDERGROUND SITE PLUMBING SHALL CONFORM TO NSF 61, SHALL BE ¢o N IN NEED OF A COPY OF THE McDONALD'S PROJECT MANUAL SHALL CONTACT TYPE K COPPER TUBING OR COPPER PIPE, POLYETHYLENE (PE), PEX OR THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE CPVC. IF CPVC IS USED, FOAM INSULATION SHALL BE INSTALLED AT ALL - McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE CHANGES OF DIRECTION TO ACCOUNT FOR EXPANSION AND CONTRACTION. UNDERGROUND GREASE WASTE PIPING EC ELECTRICAL CONTRACTOR `} ENGINEER-OF-RECORD. 3. IF PEX PIPING IS USED, ALL MAINS SHALL BE UPSIZED BY 0.5" DIAMETER. Q --------- VENT PIPING FAC FIRE ALARM CONTRACTOR 6. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK. 4. INCOMING WATER SERVICE PRESSURE SHOULD BE BETWEEN 50 AND 55 PSI Professional of Record: 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING STATIC. WHERE WATER PRESSURE SERVICE EXCEEDS 80 PSI STATIC, AN APPROVED WATER-PRESSURE REDUCING VALVE WITH STRAINER CONFORMING ST ABOVE GROUND PRIMARY STORM PIPING FCO FLOOR CLEAN-OUT AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. TO ASSE 1003 SHALL BE INSTALLED. WHERE INCOMING WATER PRESSURE IS M 8. WHERE POOR SOIL CONDITIONS EXIST OR WHERE SUBSTANTIAL SETTLEMENT BELOW 50 PSI STATIC, A PRESSURE BOOSTER SYSTEM SHALL BE INSTALLED. - OF EITHER THE PIPING, THE BUILDING OR ADJACENT WALKS, PLANTERS, ETC., 5. IF THE RESTAURANT HAS A COMBINED WATER AND FIRE SPRINKLER SERVICE, -sr- UNDERGROUND PRIMARY STORM PIPING FD FLOOR DRAIN MAY OCCUR,THE CONTRACTOR SHALL PROVIDE ADEQUATE UNDERSLAB THE INCOMING WATER SERVICE SHALL BE SIZED BASED ON THE FIRE DESIGN STAINLESS STEEL PIPE HANGERS OR APPROVED OTHER SUPPORT. SPRINKLER CONTRACTOR'S HYDRAULIC CALCULATIONS. STS ABOVE GROUND SECONDARY STORM PIPING FPC FIRE PROTECTION CONTRACTOR Architectural 9. ALL PIPE SLEEVES SHALL BE PROPERLY SEALED AND INSULATED TO PREVENT HEAT LOSS AND SEEPAGE. 6. PROVIDE A MINIMUM 1/2"ANNULAR CLEARANCE AROUND ALL PIPE SLAB Solutions Group PENETRATIONS. CD CONDENSATE PIPING FS FLOOR SINK 19401 10. ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE 0 HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR 7. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE SUITE TE A 98036 EQUAL. INSTALLED AT THE INCOMING SERVICE WHERE REQUIRED BY CODE. (MIN. 60" r' HOSE BIBB GC GENERAL CONTRACTOR LYNNWOOD,W WA A.F.F.) M4Wl NGLI T,P.E. 11. ALL PENETRATIONS OF FIRE-RATED WALLS SHALL BE FIRESTOPPED WITH AN S'N^'^N°u cHormPunGI PHONE:(/15IQPNOGI NC.COM APPROVED AND LISTED FIRESTOPPING SYSTEM. 8. AN EXPANSION TANK SHALL BE INSTALLED ON THE COLD WATER LINE INLET TJ CHECK VALVE GI GREASE INTERCEPTOR TO THE WATER HEATER. SEE EXPANSION TANK SCHEDULE. SANITARY AND VENT SYSTEMS: 1. THE BUILDING SANITARY PIPE SHALL BE LOCATED A MINIMUM OF 10 FT. FROM 9. ALL WATER SUPPLY PIPE WITHIN 5 FT. OF THE BUILDING AND INSIDE THE BALL VALVE GPF GALLONS PER FLUSH THE INCOMING WATER SERVICE. WHERE A 10 FT. SEPARATION IS NOT BUILDING SHALL COMPLY WITH NSF 61 AND SHALL BE TYPE L COPPER POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM TUBING, COPPER PIPE, PEX OR CPVC PIPE.OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. 10. CPVC PIPE SHALL BE FLOWGUARD GOLD OR FLOWGUARD BENDABLE AS dZ1 THERMOSTATIC MIXING VALVE GPM GALLONS PER MINUTE 2. ALL SANITARY AND VENT PIPE SHALL BE PVC TYPE DWV, ABS OR CAST-IRON MANUFACTURED BY LUBRIZOL. WHERE REQUIRED BY CODE. 11. CPVC PIPE SHALL BE CONNECTED WITH FLOWGUARD GOLD YELLOW LOW-VOC ® FLOOR DRAIN GW GREASE WASTE 3. ALL HORIZONTAL SANITARY PIPE SHALL BE INSTALLED WITH A MINIMUM PITCH SOLVENT CEMENT AS MANUFACTURED BY IPS WELD-ON OR OATEY. AS FOLLOWS: PIPE SIZE MIN. SLOPE 12. ALL CPVC PIPE SHALL BE INSULATED TO PREVENT EXPOSURE TO GREASE. ® CLEAN-OUT (FLOOR OR YARD) HIS HAND SINK OOOp�O0�v1A/yp000 2 1 2 OR LESS 1 4 PER FT. 13. ALL SUSPENDED PIPE SHALL BE SUPPORTED AS FOLLOWS: 00 of 'C�O 3"TO 6" 8" OR IARGER 1 8" PER FT. MIN MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING FLOOR SINK I.P.S. IRON PIPE SIZE (ALSO NPS) F' - COPPER PIPE 12 FT. 10 FT. 4. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND COPPER TUBING 51 1 4 6 FT. 10 FT. °a SHALL BE LOCATED NOT MORE THAN 100 FT. APART. (UNLESS OTHERWISE COPPER TUBING >1 1 2 10 FT. 10 FT. O PRESSURE GUAGE KEI KITCHEN EQUIPMENT INSTALLER oO gg000 DICTATED BY LOCAL CODES). CPVC 51" 3 FT. 10 FT. Op/�pL00002Q CPVC>1 1 4 4 FT. 10 FT. (fl LOW PRESSURE SWITCH KES KITCHEN EQUIPMENT SUPPLIER oaoo00 5. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER Q� THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS PEX 51" 3 FT. 10 FT. Seal IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR IPEX 21 1 4 4 FT. 1 10 FT. u EVERY 40 FEET OF DEVELOPED LENGTH. 14. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE ® HIGH PRESSURE SWITCH LAV LAVATORY o m «_ . INSTALLED AT THE INLET TO THE WATER FILTRATION SYSTEM. ALL PIPING z v 6. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB DOWNSTREAM OF THE RPZ SHALL BE COPPER OR CROSS-LINKED m u o°` PENETRATION. POLYETHYLENE (PEX). SOLENOID VALVE MC MECHANICAL CONTRACTOR � U ao "-c � o° o 7. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS 15. ALL DEVICES, APPLIANCES, AND APPARATUS INTENDED TO SERVE SOME SHALL BE PROVIDED. SPECIAL FUNCTION (EX.: SODA MACHINE, COFFEE MACHINE, BEVERAGE rTA THREE-WAY VALVE MHT MALE HOSE THREADS 1. J m E om DISPENSERS, ETC.) SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW 8. CLEANOUTS ON 6-IN. AND SMALLER PIPES SHALL BE PROVIDED WITH A AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. ALL BACKFLOW PP 'QA °C ° CLEARANCE OF NOT LESS THAN 18 IN. CLEANOUTS ON 8-IN. AND LARGER PREVENTION DEVICES SHALL BE ASSE LISTED AND APPROVED FOR THE DEVICE C� PRESSURE REGULATOR MS MOP SINK ^ v+ "a E PIPE SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36 IN. OR APPLIANCE THEY SERVE. ® `o 09$;o �`9. ALL SUSPENDED SANITARY AND VENT PIPE SHALL BE SUPPORTED AS ALL WATER SUPPLY LINES SHALL BE PROVIDED WITH A QUARTER-TURN NCI DUAL CHECK VALVE OR RPZ NIPS NATIONAL PIPE THREAD STANDARD ° 16. °,`o FOLLOWS: SHUT-OFF VALVE BEFORE FINAL CONNECTION TO EQUIPMENT. N $w MAX. HORIZ. MAX. VERT. . ..AA'' MATERIAL SPACING SPACING 17. QUARTER-TURN SHUT-OFF VALVES SHALL BE INSTALLED UPSTREAM OF ANY IVV DVENT CHECK VALVE WITH ATMOSPHERIC NPT NATIONAL PIPE THREAD TAPERED ABS 4 FT. 10 FT. INLINE BACKFLOW PREVENTION DEVICE. PVC PE DNN 4 FT. 10 F7. 18. ALL VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED WITH STRAINER 0/0 OWNER/OPERATOR 0 m e m° CAST-IRON <10 Fi. PIPE SECTIONS) 5 FT. 15 FT. FITTINGS THAT FACILITATE REMOVAL IN CASE OF FAILURE. m CAST-IRON (10 FT. PIPE SECTIONS) 10 FT. 15 FT. 19. ALL OVERHEAD WATER LINES SHALL BE INSULATED PER SCHEDULE THIS 0 ,:5 e„ o 10. ALL PLUMBING FIXTURES SHALL BE VENTED AND THE MAXIMUM DISTANCE RELIEF VENT OH OVERHEAD SHEET WITH EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED a A FROM THE FIXTURE TRAP TO THE VENT SHALL BE AS FOLLOWS: R-VALUE OF 3.7. w G z`° TRAP SIZE SLOPE DISTANCE 40 ►" 2'-� 1 1 4 1 4 PER FT. 2'_g^ 20. PRIOR TO BUILDING TURNOVER, THE DOMESTIC WATER SUPPLY SYSTEM SHALL WATER-HAMMER ARRESTER P PUMP ® � ; 09 m e 1 1 2 1 4 PER FT. g'_g^ BE PURGED OF DELETERIOUS MATERIAL AND DISINFECTED. DISINFECTION t m m $ 1 4-PER 5'_p^ SHALL BE DONE IN ACCORDANCE WITH THE LOCAL HEALTH CODE, PLUMBING 9 ��o�v o 2" CODE OR IN ACCORDANCE WITH AWWA C651 OR AWWA C652. PC PLUMBING CONTRACTOR °`v'a�c5 mS 3" 1 8 . 3 4" & LARGER 1 8 PER FT. 10'-0" STORM DRAINAGE SYSTEMS: 11. ALL PLUMBING VENTS THROUGH THE ROOF SHALL TERMINATE A MINIMUM OF 1. ALL ROOF DRAINS SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODES AND RC REFRIGERATION CONTRACTOR a a SHALL CONFORM TO ASME A112.21.2M OR A112.3.1. 12 INCHES ABOVE THE ROOF AND SHALL BE LOCATED A MINIMUM OF 8 FT. 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 REDUCED PRESSURE PRINCIPLE w o o PARAPET WALL, THE VENT SHALL TERMINATE A MINIMUM OF 6 INCHES ABOVE WHERE REQUIRED BY CODE. RPZ BACKFLOW PREVENTERTHE o P o o 12. ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10 FT. HORIZONTALLY 3. ALL SUSPENDED STORM DRAINAGE PIPE SUPPORT REQUIREMENTS SHALL BE to THE SAME AS THE SANITARY AND VENT REQUIREMENTS. SS SANITARY SEWER FROM ANY OUTDOOR AIR INTAKE. WHERE A PLUMBING VENT IS LOCATED o 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 ST STORM SEWER (PRIMARY) FT. ABOVE THE INTAKE. SAME AS THE SANITARY AND VENT REQUIREMENTS. STS STORM SEWER (SECONDARY) U 13. ALL SIDE WALL VENT TERMINATIONS SHALL BE PROTECTED TO PREVENT BIRDS OR RODENTS FROM ENTERING OR BLOCKING THE VENT OPENING. 5. ALL HORIZONTAL STORM DRAINAGE PIPE SHALL BE INSULATED WITH 1"THICK ANTI-SIPHON, SPILL RESISTANT EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R-VALUE OF 3.7 SVB VACUUM BREAKER 14. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED TO PROTECT AGAINST CONDENSATION. 3 AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PRIMER, 6. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND TAB TEST AND BALANACE CONTRACTOR 3 DEEP SEAL TRAP OR PROSET TRAP GUARD. ALL TRAPS SHALL BE FILLED WITH SHALL BE LOCATED NOT MORE THAN 100 FT. APART. w AN INITIAL LAYER OF COOKING OIL. 7. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER UG UNDERGROUND r7 a 15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS N a (FLOOR SINK OR FLOOR DRAIN WITH FUNNEL). INDIRECT DRAINAGE FROM AN IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR - APPLIANCE SHALL MAINTAIN AN AIR GAP BETWEEN THE PIPE OUTLET AND THE EVERY 40 FEET OF DEVELOPED LENGTH. z TOP OF THE RECEPTOR. THE MINIMUM DISTANCE BETWEEN THE PIPE OUTLET UR URINAL Z Q AND THE TOP OF THE RECEPTOR SHALL BE TWICE THE DIAMETER OF THE 8. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB APPLIANCE DRAIN PIPE. V VENT Z PENETRATION. uGREASE INTERCEPTORS: 9. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS - -- $ 1. SEE SITE PLAN FOR THE SIZE AND LOCATION OF THE GREASE INTERCEPTOR. SHALL BE PROVIDED. J W �' m WC WATER CLOSET Q C_ o n E 2. THE GREASE INTERCEPTOR SHALL BE INSTALLED IN A LOCATION THAT IS 10. ROOF DRAINS AND OVERFLOW ROOF DRAINS SHALL BE PIPED INDEPENDENTLY. O Cr� o ACCESSIBLE FOR PUMPING. OVERFLOW ROOF DRAINS SHALL NOT BE CONNECTED TO THE PRIMARY ROOF 0 LJ yo o ? O 3. THE GREASE INTERCEPTOR SHALL BE CONSTRUCTED OF FIBERGLASS OR DRAINAGE SYSTEM. m s m o ro o WCO WALL CLEAN-OUT o ROTATIONALLY-MOLDED POLYETHYLENE. GREASE INTERCEPTOR CONSTRUCTION a SHALL CONFORM TO ALL LOCAL CODES. CONCRETE GREASE INTERCEPTORS ARE NOT PERMITTED UNLESS REQUIRED BY THE LOCAL AHJ. WSFU WATER SUPPLY FIXTURE UNIT(S) a ® 0 z N 4. GREASE INTERCEPTORS SHALL BE GRAVITY OR HYDROMECHANICAL TYPE, SIZED FOR THE APPLICATION LISTED. YC YARD CLEAN-OUT GENERAL NOTES U