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see revision file for APPROVED PLANS RAINBOW BLD BLD2021-0755 Anthology Plumbing (Approved Plans, Rainbow, 1-10-2022)J 5 D WATER CALCULATIONS (Based on 2018 UPC Code, Table A 103.1) 21AMA01 -Anthology of Edmonds CODE FIXTURE UNITS PER FIXTURE COLD WATER WATER CALC # OF MIN. PRIVATE PUBLIC ASSEMBLY TOTAL FIXTURES FIXTURE FIXTURE BRANCH UNITS PIPE SIZE FIXTURE Clothes Washer private 132.0 1/2" 4.0 528.0 public 0.0 4.0 0.0 dishwasher, domestic private 127.0 1/2" 1.5 190.5 public 1.0 1.5 1.5 drinking fountain or water cooler public 1.0 1/2" 0.5 0.5 public 0.0 0.5 0.0 hose bibb private 0.0 1/2" 2.5 0.0 public 1.0 2.5 2.5 additional hose bibb private 0.0 1/2" 1.0 0.0 public 0.0 1.0 El 0.0 lavatory private 0.0 1/2" 1.0 0.0 public 8.0 1.0 8.0 Sinks: bar private 0.0 1/2" 1.0 0.0 public 2.0 2.0 4.0 Sinks: clinical flushometer valve with or without faucet public 1.0 1" 8.0 8.0 Sinks: kitchen, domestic private 127.0 1/2" 1.5 190.5 public 11.0 1.5 16.5 Sinks: service or mop basin private 0.0 1/2" 1.5 0.0 public 5.0 3.0 15.0 Sinks: washup, each set of faucets public 4.0 1/2" 2.0 8.0 *bathroom group (1.6 GPF gravity tank or pressure tank 1/2 bath or water closet) powder room 0.0 3.5 0.0 1 bath 98.0 5 490.0 1 1/2 bath 10.0 6 60.0 2 bath 19.0 7 133.0 urinal, 1.0 gpf flushometer valve private 0.0 3/4" 3.0 0.0 public 1.0 4.0 4.0 assembly 0.0 5.0 0.0 water closet, 1.6 gpf gravity tank private 0.0 1/2" 2.5 0.0 public 3.0 2.5 7.5 assembly 0.0 3.5 0.0 water closet, 1.6 gpf flushometer valve private 0.0 1" 1 5.01 1 0.0 public 5.0 1 1 5.0 25.0 STREET PRESSURE 88.81 PSI LOSS THROUGH METER 5 PSI LOSS THROUGH BACKFLOW 10 PSI PRESSURE AT BUILDING 73.81 Psi PRESSURE AFTER ANY REQUIRED BOOSTING 74 PSI HIGHEST FIX IN FT 72 31 PSI PIPE LENGTH 550 L.F. FITTING LOSS 15 % PIPE LENGTH WITH FITTING LOSS 633 EQ. FT. LOSS THROUGH WATER SOFTENER 0 PSI ADDITIONAL LOSS 0 PSI REQUIRED PRESSURE FOR FARTHEST FIXTURE 20 PSI (20 psi flushvalve, 8 psi gravity) REMAINING PRESSURE 23 PSI PSI /100FT 3.61 NOTE: anticipated water meter size may vary as long as pressure loss through water meter does not exceed 5 psi REVIEWED BY CROSS CONNECTION- J.KOBYLK 1/27/2022 REVIEWED BY PRE-TREATMENT - L. KRESTEL 2/4/2022 (M.DERRICK 11/19) TOTAL FIXTURE 1692.5 UNITS GPM 292.8 INCOMING 4„ LINE SIZE WASTE CALCULATIONS (Based on 2018 UPC Code) 21AMA01 -Anthology of Edmonds CODE FIXTURE UNITS PER FIXTURE WASTE CALC # OF FIXTURES MIN. TRAP & TRAP ARM SIZE PRIVATE PUBLIC ASSEMBLY TOTAL FIXTURE UNITS FIXTURE clinic sink public 1.0 3" 6.0 6.0 clothes washer, domestic 2" standpipe private 127.0 2" 3.0 381.0 public 5.0 2" 3.0 15.0 commercial 0.0 9.0 0.0 dishwasher, domestic, with independent drain private 0.0 1-1/2" 2.0 0.0 public 1.0 1-1/2" 2.0 2.0 drinking fountain, watercooler public 1.0 1-1/4" 0.5 0.5 0.0 food waste grinder, commercial public 0.0 2" 3.0 0.0 kitchen sink, domestic, with one 1-1/2" trap arm private 0.0 1-1/2" 2.0 0.0 public 4.0 1-1/2" 2.0 8.0 kitchen sink, domestic, w/ grinder and dishwasher private 127.0 1-1/2" 2.0 254.0 public 0.0 1-1/2" 2.0 0.0 lavatory, single private 0.0 1-1/4" 1.0 0.0 public 8.0 1-1/4" 1.0 8.0 assembly 0.0 1-1 /4" 1.0 0.0 mop basin, 3" trap public 5.0 3" 3.0 15.0 sink, commercial, 1-1/2" trap arm, w/ food waste public 5.0 1-1/2" 3.0 15.0 sink, general, 1-1/2" trap arm private 0.0 1-1/2" 2.0 0.0 public 6.0 1-1/2" 2.0 12.0 sink, general, 2" trap arm private 0.0 2" 3.0 0.0 public 2.0 2" 3.0 6.0 urinal, 1.0 gpf public 1.0 2" 2.0 2.0 assembly 0.0 2" 5.0 0.0 water closet, 1.6 gpf gravity tank private 0.0 3" 3.0 0.0 public 3.0 3" 4.0 12.0 assembly 0.0 3" 6.0 0.0 water closet, 1.6 gpf flushometer valve private 0.0 3" 3.0 0.0 public 5.0 3" 4.0 20.0 assembly 0.0 3" 6.0 0.0 *bathroom group (1.6 gravity tank) individual dwelling 1/2 bath 0.0 3.0 0.0 1 bath 98.0 5.0 490.0 1-1/2 bath 10.0 1 6.0 1 1 60.0 2 bath 19.0 1 7.01 1 1 133.0 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE TOTAL FIXTURE UNITS 1439.5 EXITING WASTE SIZE 8" RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: 5 fpe City Of Edmonds Building Department Work PLUMBING --- ------------------------------------ : ----- •--------------------------------------- Address ; 21200 72ND AVE W ------------------------------------------------ ............... Owner ANTHOLOGY Approved Date 01727T 022 -------------------------- Building Official Eri & Carte r I- -------------------- --------------------------------------- Permit Number; BLD2021-0755 PLUMBING LEGEND SD- STORM DRAIN HWS HEATING WATER SUPPLY LINE PRESSURE REDUCING VALVE HWR HEATING WATER RETURN LINE BALL VALVE CHWS CHILLED WATER SUPPLY LINE REDUCER CHWR CHILLED WATER RETURN LINE GATE VALVE CS CONDENSER WATER SUPPLY LINE GLOBE VALVE CR CONDENSER WATER RETURN LINE 2 WAY CONTROL VALVE CD CONDENSATE DRAIN LINE 3 WAY CONTROL VALVE - - - D - - DEMO GW GREASE WASTE ��� CHECK VALVE SS SANITARY SEWER �SOLENOID VALVE V VENT OBALANCE VALVE RD ROOF DRAIN LINE GAS COCK OD OVERFLOW DRAIN LINE BUTTERFLY VALVE CW DOMESTIC COLD WATER OS & Y VALVE HW DOMESTIC HOT WATER STRAINER HWC DOMESTIC HOT WATER RECIRC _ MPG MEDIUM PRESSURE NATURAL GAS SAFETY RELIEF VALVE NG LOW PRESSURE NATURAL GAS VALVE IN VERTICAL F FIRE SPRINKLER LINE FLOOR SINK CA COMPRESSED AIR FLOOR DRAIN MA MEDICAL AIR GRADE CLEANOUT MV MEDICAL VACUUM FLOOR CLEANOUT BALANCE DEVICE WALL CLEANOUT HOSE BIBB VENT THROUGH ROOF IN -LINE PUMP � PIPE DOWN PIPE BREAK PIPE UP OVERFLOW DRAIN UNION O ROOF DRAIN ] CAP GAS PRESSURE REGULATOR DOUBLE CHECK XX-X FIXTURE CALLOUT BACKFLOW PEREESSURE DETAIL CALLOUT W':t�RP BACKFLOW PREVENTER # EQUIPMENT CALLOUT � POINT OF CONNECTION �-] QUICK DISCONNECT ABBREVIATIONS & DESCRIPTIONS AB.C. ABOVE CEILING LPG LIQUIFIED PETROLEUM GAS AFF ABOVE FINISHED FLOOR LWCO LOW WATER CUTOFF AV ACID VENT MAX. MAXIMUM AW ACID WASTE MIN. MINIMUM BFF BELOW FINISHED FLOOR NG NATURAL GAS BG BELOW GRADE (N) NEW CA COMPRESSED AIR N.O. NORMALLY OPEN (VALVE) CD CONDENSATE DRAIN N.C. NORMALLY CLOSED (VALVE) C.I.N.H. CAST IRON NO HUB OD OVERFLOW DRAIN CO CLEANOUT OH OVER HEAD CFF CAP FOR FUTURE POC POINT OF CONNECTION CKV CHECKVALVE (R) PIPE RISE CW COLD WATER RD ROOF DRAIN CX CONNECT TO EXISTING RIO ROUGH -IN ONLY (D) PIPE DROP SHT. SHEET DN PIPE DROP TO NEXT LEVEL SCW SOFT COLD WATER DTL. DETAIL SOC SHUT OFF COCK (GAS) (E) EXISTING SOV SHUT OFF VALVE F FIRE SERVICE TPL TRAP PRIMER LINE FCO FLOOR CLEANOUT UG UNDERGROUND FND FOUNDATION DRAIN UP PIPE RISE TO NEXT LEVEL GCO GRADE CLEANOUT US UNDER SLAB HW HOT WATER UTR UP THRU ROOF HWC HOT WATER CIRCULATION V VENT IDW INDIRECT WASTE VA VALVE I.E. INVERT ELEVATION VTR VENT THRU ROOF IRR IRRIGATION W WASTE KES KITCHEN EQUIPMENT SUPPLIER WCO WALL CLEANOUT GENERAL PLUMBING NOTES (RE: ALL PLUMBING SHEETS) G1 COORDINATE LOCATION OF VENTS THROUGH ROOF TO MAINTAIN 10' CLEARANCE FROM OUTSIDE AIR INTAKES. G2 SITE UTILITIES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING SERVICES. COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT ELEVATION, PIPE SLOPE GRADIENT, PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. G3 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS (VALVES, CLEANOUTS, COILS, ETC.) SO THAT THE CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS -TYPE PANELS SHOULD A LIFT -UP TYPE CEILING NOT BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS PRIOR TO INSTALLATION. G4 PROVIDE ALL NECESSARY FLASHING, SEALING, ETC. TO MAINTAIN THE WATERPROOF INTEGRITY OF THE BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF WORK. G5 ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION MUST B SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L. RECOGNIZED SEALING METHOD. G6 PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. COORDINATE ALL BLOCKING, SUPPORT, ETC. NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL CONTRACTOR. G7 THE RESPECTIVE SUB -CONTRACTOR, AT HIS EXPENSE, SHALL OBTAIN ALL PERMITS AND FEES REQUIRED FOR THIS SCOPE OF WORK ON THIS PROJECT. THE SUB -CONTRACTORS SHALL ALSO SCHEDULE ALL REQUIRED INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK, AT HIS EXPENSE. G8 CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER DISCIPLINES EQUIPMENT OF GREATER POWER, DIMENSIONS, CAPACITIES, AND RATINGS MAY BE FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT HAS BEEN SUBMITTED FOR REVIEW, IN WRITING AND CONNECTING MECHANICAL AND ELECTRICAL SERVICES, CIRCUIT BREAKERS, CONDUIT, MOTORS, BASES, AND EQUIPMENT SPACES ARE ADJUSTED APPROPRIATELY. NO ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES, IF LARGER EQUIPMENT IS PROPOSED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED, THE EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE FOR SUBSTITUTED EQUIPMENT MEETING THE INTENT OF THE ORIGINA DESIGNED EQUIPMENT IN ALL ASPECTS. G9 PROVIDE A COMMISSIONING PLAN DEVELOPED BY A REGISTERED DESIGN PROFESSIONAL OR APPROVED AGENCY AS/WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. G10 SEE PLUMBING SPECIFICATION SECTION 220700 FOR PLUMBING INSULATION REQUIREMENTS PER WSEC C403.2.9. G11 PLUMBING INSTALLATION, SPECIFICALLY PIPE FLOW GPM AND FIXTURE DISTANCE FROM PIPE MAIN, SHALL COMPLY WITH WSEC C404.3 EFFICIENT HEATED WATER SUPPLY PIPING. G12 SEE PLUMBING SPECIFICATION SECTION 221116 FOR PLUMBING PIPING REQUIREMENTS PER WSEC C403.2.9. PLUMBING SHEET LIST SHEET NUMBER SHEET NAME P0.0 PLUMBING COVER SHEET P2.0 PLUMBING WASTE & VENT - PARKING P2.1 PLUMBING WASTE & VENT PLAN - FIRST FLOOR P2.2 PLUMBING WASTE & VENT PLAN - SECOND FLOOR P2.3 PLUMBING WASTE & VENT - THIRD FLOOR P2.4 PLUMBING WASTE & VENT - FOURTH FLOOR P2.5 PLUMBING WASTE & VENT - FIFTH FLOOR P2.6 PLUMBING WASTE & VENT - SIXTH FLOOR P2.7 PLUMBING WASTE & VENT - ROOF P3.0 PLUMBING WATER & GAS - PARKING P3.1 PLUMBING WATER & GAS - FIRST FLOOR P3.2 PLUMBING WATER & GAS - SECOND FLOOR P3.3 PLUMBING WATER & GAS - THIRD FLOOR P3.4 PLUMBING WATER & GAS - FOURTH FLOOR P3.5 PLUMBING WATER & GAS - FIFTH FLOOR P3.6 PLUMBING WATER & GAS - SIXTH FLOOR P3.7 PLUMBING WATER & GAS - ROOF P4.0 PLUMBING ENLARGED KITCHEN & BISTRO P4.1 PLUMBING ENLARGED KITCHEN & BISTRO P5.0 PLUMBING SCHEDULES P6.0 PLUMBING DETAILS P6.1 PLUMBING DETAILS P6.2 PLUMBING RISER DIAGRAMS P6.3 PLUMBING RISER DIAGRAMS P6.4 PLUMBING FIRE PENETRATION DETAILS OF WA S /` T 41741 GISTER�� FSS/oNAL � 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. wwvl. dcengineertnq. net Phone:208.288.2181 Project:21 AMA01 Q0 N 0 00 o') O Z z 0 = Q LU C 0 O 0 0 LLI > > 10 J Q J 0 -0 -4 O N 0 i ti z Co F_ o w Z o U Q LU N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING COVER SHEET GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER PO.0 J D n PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND 1 2 3 4 5 6 7 8 9 10 12 13 EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. 1 WASTE AND VENT PLAN - PARKING SCALE: 1/8" = V-0" 0 PLUMBING KEYNOTES: 1. EXTEND 5'-0" FROM BUILDING AND CONNECT TO SITE UTILITIES. 2. 6" STORM PIPE FROM AREA DRAINS OUTSIDE OF BUILDING. SEE CIVIL PLANS FOR CONTINUATION. 4. 4" SS FROM ABOVE. INDEPENDENT VENT THROUGH ROOF PER UPC SECTION 1017.1 6. 2" V UP. 7. 4" SS THROUGH PARKING SLAB. PROVIDE WCO-1 AT BASE. 8. ROUTE 6" SS, FROM ABOVE, THROUGH PARKING SLAB. PROVIDE WCO-1 AT BASE. 9. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. 10. ROUTE 2" PUMPED WASTE FROM ELEVATOR SUMP PUMP (WITH INTEGRAL OIL ALARM) AS SHOWN. 11. ROUTE 3/4" CONDENSATE LINE (INSULATED) TO TAILPIECE OF NEAREST APPROVED SINK/LAV. 12. 4" GW FROM ABOVE. ROUTE BELOW SLAB AS SHOWN TO EXTERIOR OF BUILDING. 13. 3" V BELOW GRADE FROM GREASE INTERCEPTOR (BY CIVIL). ROUTE UP TO ROOF ON INDEPENDENT VENT THROUGH ROOF. 14. ROUTE 3" INTAKE & EXHAUST COMBUSTION AIR THROUGH EXTERIOR WALL. ROUTE AS CLOSE TO CEILING AS POSSIBLE. 15. ROUTE 4" GW 5'-0" FROM BUILDING AND CONNECT TO SITE UTILITIES. SEE CIVIL DRAWINGS FOR CONTINUATION TO GREASE 16. 3" SS FROM ABOVE. 17. 4" RD FROM ABOVE. go 0 3J ID 18. 5" RD FROM ABOVE. 19. TERMINATE PUMPED WASTE LINE ON TOP OF 8" SS MAIN. 20. ROUTE 2" V UNDER PARKING SLAB UP IN WALL AS SHOW 21. CONNECT ROOF DRAINS AND AREA DRAINS (STORM) PIPES TO DETENTION VAULT. SEE CIVIL FOR DETAIL AND CONTINUATION. PIPES SHALL ENTER VAULT AT APPROX. 372' IE. Floor Drains for parking area have not been identified on the plans. Designer to provide locations and pipe sizing for inspection and installation. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: `� OF WASj�// T 41741 �oNAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. wwvl. dcengineerinn. net Phone:208.288.2181 Project:21 AMA01 N 0 00 o 0 Z Z O Q 0 3: W C 0 LL o O 0 LLI 3: z OLU > > 10 J J o O O N Z m I- Q LLJ Z o U LU Q\ N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 C 12-14-21 CITY COMMENTS #03 D 01-07-22 SITE DEV. COMMENTS RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WASTE & VENT - PARKING GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P2.0 PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND 1 2 3 4 5 6 7 8 9 10 12 13 EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. 9. PLUMBING CONTRACTOR HAS THE OPTION TO WET VENT RESTROOM GROUPS, OR MODIFY STACK PLUMBING SYSTEM. THE ALTERNATE PLUMBING DESIGN MUST COMPLY WITH THE 2018 UPC U co m Q 0 U LU J D 1 WASTE AND VENT PLAN - PARKING SCALE: 1/8" = 1'-0" IF 370' 15 IE=370' 1C0-1 3 P6.0 NCO-1 ��) PLUMBING KEYNOTES: 1. EXTEND 5'-0" FROM BUILDING AND CONNECT TO SITE UTILITIES. 2. 6" STORM PIPE FROM AREA DRAINS OUTSIDE OF BUILDING. SEE CIVIL PLANS FOR CONTINUATION. 3. NOT USED. 4. 4" SS FROM ABOVE. 5. 2" V BELOW GRADE FROM SOI-1. ROUTE UP TO ROOF ON INDEPENDENT VENT THROUGH ROOF PER UPC SECTION 1017.1 6. 2" V UP. 7. 4" SS THROUGH PARKING SLAB. PROVIDE WCO-1 AT BASE. 8. ROUTE 6" SS, FROM ABOVE, THROUGH PARKING SLAB. PROVIDE WCO-1 AT BASE. 9. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. 10. ROUTE 2" PUMPED WASTE FROM ELEVATOR SUMP PUMP (WITH INTEGRAL OIL ALARM) AS SHOWN. 11. ROUTE 3/4" CONDENSATE LINE (INSULATED) TO TAILPIECE OF NEAREST APPROVED SINK/LAV. 12. 4" GW FROM ABOVE. ROUTE BELOW SLAB AS SHOWN TO EXTERIOR OF BUILDING. 13. 3" V BELOW GRADE FROM GREASE INTERCEPTOR (BY CIVIL). ROUTE UP TO ROOF ON INDEPENDENT VENT THROUGH ROOF. 14. ROUTE 3" INTAKE & EXHAUST COMBUSTION AIR THROUGH EXTERIOR WALL. ROUTE AS CLOSE TO CEILING AS POSSIBLE. 15. ROUTE 4" GW 5'-0" FROM BUILDING AND CONNECT TO SITE UTILITIES. SEE CIVIL DRAWINGS FOR CONTINUATION TO GREASE INTERCEPTOR.. 16. 3" SS FROM ABOVE. 17. 4" RD FROM ABOVE. 18. 5" RD FROM ABOVE. 19. TERMINATE PUMPED WASTE LINE ON TOP OF 8" SS MAIN. 20. ROUTE 2" V UNDER PARKING SLAB UP IN WALL AS SHOWN. 21. CONNECT ROOF DRAINS AND AREA DRAINS (STORM) PIPES TO DETENTION VAULT. SEE CIVIL FOR DETAIL AND CONTINUATION. PIPES SHALL ENTER VAULT AT APPROX. 372' IE. 22. ROUTE 4" SS TIGHT TO CEILING STRUCTURE ACROSS GARAGE ENTRANCE, UNDER STAIRWAY, AS SHOWN. PIPE SHALL NOT ROUTE UNDER OR THROUGH DETENSION VAULT. 23. 8" SS FROM ABOVE. PROVIDE WCO-1 AT BASE. 24. PIPING ROUTED UNDER DRIVE AISLE. 25. PIPING ROUTED BELOW SLAB ON THIS LEVEL. 26. PIPING ROUTED AT CEILING LEVEL ON THIS LEVEL. 27. PROVIDE 36" DIAMETER, 48" DEEP, FIBERGLASS SUMP PIT FOR DUAL STORM WATER PUMP. SUMP PIT SHALL BE INSTALLED WITH A BOTTOM ELEVATION OF 364', OR LOWER, TO ACCOMODATE PIPE DROP FROM EXTERIOR WALL. DISCHARGE 1-1/2" PUMPED LINE ON TOP OF 8" RD PIPE. PLUMBING CONTRACTOR TO COORDINATE INTALLATION WITH STRUCTURAL ENGINEER. 28. PROVIDE 24" DIAMETER, 36" DEEP, FIBERGLASS SUMP PIT FOR PARKING GARAGE SUMP PUMP. PLUMBING CONTRACTOR TO COORDINATE INTALLATION WITH STRUCTURAL ENGINEER. �O �F WASH /� 41741 k�'GISTEg��\� SS/ANAL EN 06/29/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. wwvI. d(engineerinq. net Phone:208.288.2181 Project:21 AMA01 N CD 00 0') (n Z p a F___ Z z_ 0= Q W C 0 0 O0 LdLd Z O > > 10 J Q J _� 0 -0 O N z m I- Q LLl Z o U LU Q\ N U REVISION DATE REASON FOR ISSUE 7 03-25-22 RFI#22 9 05-25-22 RFI#15 10 05-31-22 RFI#23 11 06-07-22 RFI#27/CCD#2 13 06-27-22 RFI#41 PLUMBING WASTE & VENT - PARKING CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P2.0 PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND 1 2 3 4 5 6 7 8 9 10 12 13 EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SLID PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. 0 PLUMBING KEYNOTES: 1. ROUTE 1" CONDENSATE LINE (INSULATED) TO TAILPIECE OF NEAREST APPROVED SINK/LAV. 2. ROUTE 2" SS DOWN BELOW PT SLAB. 3. ROUTE 3" SS DOWN BELOW PT SLAB. RISER ROOM 4. 4" SS UP AND DOWN IN WALL. O O 5. 4" SS FROM ABOVE. ROUTE DOWN IN WALL AS SHOWN.. 6 O 6. ROUTE 2" V UP IN WALL. CONTRACTOR TO FIELD ROUTE TO FDS-2FS-2 P6 0 185 WFU 7771, NEAREST VENT STACK TO ROOF. 6 4 7. 2" V FROM BELOW. CONTRACTOR TO FIELD ROUTE TO NEAREST 4" SS 4" SS VENT STACK TO ROOF. 8. 4" RD FROM ABOVE. -----------------------P--- 9. ROUTE 5" RD DOWN IN WALL. o � DINING ® 4 195 WFU - 10. 5" RD FROM ABOVE. GREAT ROOM I D (BISTRO IE „ ' o SS 1 200 WFU 1 CD 11. 4" RD UP AND DOWN IN WALL. V�ST. I [] I 2 202 WFU -4 1 P4.0 R 2 3 I 1" CD 12. PIPE LOCATED AT CEILING LEVEL. L 3 WC- WC-3-- ®�- RE 13. 2" V UP AND DOWN IN WALL. - P BEVERA E -- O SLOPE - 1/4" PER V-0" (� Q STATIO 399 WFU L __ IJ S-g 14. ROUTE 4" GW DOWN. o ® ® I 3" SS EWC-1 4 KITCHEN o 15. ROUTE 3" SS DOWN. ' �' - - - - > > _ 4 W FU - - v I r - - L. w FAMTCY FAO - - c I cal J I 10 - - _2" V� - 2 V a 16. ROUTE 4" SS DOWN. 6 I 2" V I I L 3 U-1 FD-1 WC-3 6„ SS r r� `� *' � � zt 17. 3" RD/OD FROM ABOVE. 5 RR 2 2 2 3 LI ! *a e w E _ 18. 4" RD DOWN IN WALL. J O J 19. ROUTE 3" SS BELOW SLAB FROM TRENCH DRAIN, DOWN TO _ PARKING LEVEL. SEE P2.0 FOR CONTINUATION. 160 WFU 573 WFU 2„ V PARKING RECEPTION 4 - I -- ELEV. WAITING I I P4.0 20. ROUTE 2" V UP IN WALL. COMBINE WITH NEAREST BUILDING - GARA E OV _ VENT STACK ON FLOOR ABOVE. n -. .�'. AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA wA 1 WASTE AND VENT PLAN - 1ST FLOOR SCALE: 1/8" = 1'-0" RAINBOW CONSULTING REVIEWED January 10, 2021 I REVIEWED BY: 5�PP, I �O of WASMi� I� 41741 ,�FSS/oNAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www. dcengineering. net Phone:208.288.2181 Project:21 AMA01 N CD 00 O') (n Z 0 a F___ Z z 0= Q 0 W Cn 0 LL 0 O 0 LLI Z_ > > 10 J Q J 0 O (N Z m I- C:) LLl Z o U Q LU N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 D 01-07-22 SITE DEV. COMMENTS RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WASTE & VENT PLAN - FIRST FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P2.1 PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 1 2 3 4 5 6 7 8 9 10 12 13 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: 1 WASTE AND VENT PLAN - 2ND FLOOR SCALE: 1/8" = V-0" 1. ROUTE 1" CONDENSATE LINE (INSULATED) TO TAILPIECE OF NEAREST APPROVED SINK/LAV. 2. 2" SS FROM ABOVE. 3. 3" SS FROM ABOVE. 6 J 4. 4" SS DOWN IN WALL. 5. 4" RD UP AND DOWN IN WALL. RD P ND O N N AL . r5" 7. 5" RD UP IN WALL ABOVE. 8. 5" RD DOWN IN WALL. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S P� �O of WASMi� I� 41741 ,�FSS/oNAL ;����� 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. w w Ur. dce ngin e ering. n e t Phone:208.288.2181 Project:21 AMA01 N CD 00 O') (n Z 0 a F___ Z z 0= Q 0 W Cn 0 LL 0 O 0 Z > > 10 J Q J 0 O N Z m I- C:) LLl Z o U Q LU N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 D 01-07-22 SITE DEV. COMMENTS RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WASTE & VENT PLAN — SECOND FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P2.2 1 2 3 4 5 6 7 8 9 10 12 13 I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I 0 I I I I I 0 t 3 D ,s u J v 1 WASTE AND VENT PLAN - 3RD FLOOR SCALE: 1/8" = 1'-0" PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: 1. ROUTE 1" CONDENSATE LINE (INSULATED) TO TAILPIECE OF NEAREST APPROVED SINK/LAV. 2. 2" SS UP AND DOWN IN WALL. 3. 3" SS UP AND DOWN IN WALL. 4. 4" RD UP AND DOWN IN WALL. 5. 5" RD UP AND DOWN IN WALL. 6. 5" RD UP IN WALL ABOVE. 7. 5" RD DOWN IN WALL. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S �� �O of WASMi� I� 41741 ,�FSS/oNAL ;����� 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. w w Ur. dce ngin e ering. n e t Phone:208.288.2181 Project:21 AMA01 N CD 00 O') (n Z 0 a F___ Z z O= Q 0 W Cn 0 LL 0 O 0 LLI Z_ > > 10 J Q J O O (N Z m I- C:) LLl Z o U Q LU N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 D 01-07-22 SITE DEV. COMMENTS RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WASTE & VENT — THIRD FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P2.3 PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL 1 2 3 4 5 6 7 8 9 10 12 13 OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: 1 WASTE AND VENT PLAN - 4TH FLOOR SCALE: 1/8" = V-0" 1. ROUTE 1" CONDENSATE LINE (INSULATED) TO TAILPIECE OF NEAREST APPROVED SINK/LAV. 2. 2" SS UP AND DOWN IN WALL. 3. 3" SS UP AND DOWN IN WALL. 4. 4" RD UP AND DOWN IN WALL. 5. 5" RD UP AND DOWN IN WALL. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: �O of WASMi� I� 41741 ,�FSS/oNAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. w w Ur. dce ngin e ering. n e t Phone:208.288.2181 Project:21 AMA01 N CD 00 O') (n Z 0 a F___ Z z 0= Q 0 W Cn 0 LL 0 O 0 LLI 3: z > > 10 J Q J 0 O (N Z m I- C:) LLJ Z o U Q LU N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WASTE & VENT —FOURTH FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P2.4 PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS 1 2 3 4 5 6 8 9 10 12 AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: 1. ROUTE 1" CONDENSATE LINE (INSULATED) TO TAILPIECE OF NEAREST APPROVED SINK/LAV. 2. 2" SS UP AND DOWN IN WALL. 3. 3" SS UP AND DOWN IN WALL. 4. 4" RD UP AND DOWN IN WALL. 5. 5" RD UP AND DOWN IN WALL. 6. 3" RD/OD UP TO RD-1/OD-1 ABOVE. C 7. 2" V UP. 8. 4" V UP. ID 1 WASTE AND VENT PLAN - 5TH FLOOR SCALE: 1/8" = V-0" RAINBOW CONSULTING REVIEWED January 10, 2021 i REVIEWED BY: �O of WASMi� I� 41741 ,�FSS/oNAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. w w Ur. dre ngin e ering. n e t Phone:208.288.2181 Project:21 AMA01 N CD 00 O') (n Z 0 a F___ Z z o= Q 0 W Cn 0 LL o O 0 �LLI �3: z o; >10 J Q J o O (N Z m I- C:) LLJ Z o U Q LU N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 C 12-14-21 CITY COMMENTS #03 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WASTE & VENT - FIFTH FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P2.5 1 2 3 4 5 6 7 8 9 10 12 13 j"'FS .1 WASTE AND VENT PLAN - 6TH FLOOR SCALE: 1/8" = 1'-0" PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: 1. ROUTE 1" CONDENSATE LINE (INSULATED) TO TAILPIECE OF NEAREST APPROVED SINK/LAV. 2. 2" SS DOWN IN WALL. 3. 3" SS DOWN IN WALL. 4. 4" RD DOWN IN WALL. 5. 5" RD DOWN IN WALL. 6. 4" RD/OD UP TO RD-1/OD-1 ABOVE. 7. 3" RD/OD UP TO RD-1/OD-1 ABOVE. 8. SEE ARCHITECTURAL PLANS AND ADDITIONAL MATERIAL FOR SALON EQUIPMENT. 9. VENT THROUGH ROOF LOCATION. COMBINE PLUMBING STACKS IN THIS AREA AND ROUTE UP THROUGH ROOF. SEE SHEET P6.2 FOR VENT STACK DETAIL AND SIZING INFO. C 10. 2" V FROM BELOW. 11. 4" V FROM BELOW. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S �� �O of WASMi� l� 41741 ,�FSS/oNAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. w w Ur. dre ngin e ering. n e t Phone:208.288.2181 Project:21 AMA01 N CD 00 O') (n Z O a F___ Z z O= Q 0 W Cn 0 LL 0 O 0 3: z > > 10 J Q J _� O -0 O N Z m I- Q LLJ Z o U) Q LU N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 C 12-14-21 CITY COMMENTS #03 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WASTE & VENT — SIXTH FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P2.6 1 2 3 4 5 6 7 8 9 10 12 13 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i L 1 WASTE AND VENT PLAN - ROOF SCALE: 1/8" = 1'-0" PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. 0 PLUMBING KEYNOTES: 1. 3" VTR LOCATION. 2. 4" VTR LOCATION. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY. _ $-Pp, �O of WASMi� l� 41741 ,�FSS/oNAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. w w Ur. dre ngin e ering. n e t Phone:208.288.2181 Project:21 AMA01 N CD 00 0') (n Z 0 a F___ Z z 0= Q 0 W Cn 0 LL 0 O 0 LLI 3: z > > 10 J Q J 0 O (N Z m I- C:) LLJ Z o U LU Q\ N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WASTE & VENT —ROOF GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P2.7 J v 0 1 WATER AND GAS PLAN - PARKING SCALE: 1/8" = V-0" PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. 0 PLUMBING KEYNOTES: 1. 4" CW FROM ABOVE. 2. ROUTE 4" CW, 4" HW, 1" HW (140) AND 1-1/4" HWR UP IN WALL. 3. ROUTE 1/2" CW UP. 4. ROUTE 1/2" HW UP. 5. 3/4" CW & 1/2" HW FROM ABOVE. ROUTE PLUMBING AS CLOSE TO THE CEILING AS POSSIBLE. 6. ROUTE 3/4" CW & 3/4" HW DOWN TO CLOTHES WASHERS. PROVIDE WATER HAMMER ARRESTOR ON CW AND HW. 7. ROUTE 3/4" CW UP IN WALL. 8. NOTUSED. 9. TAP OFF NG (2 PSI) AT LOWER PARKING AREA AND ROUTE AS CLOSE TO THE CEILING AS POSSIBLE. 10. ROUTE HW MAIN WITHIN 2 FT OF PUBLIC LAV/SINK FIXTURE HAVING 1/2" HW SUPPLY PIPE. 11. PROVIDE HEAT TRACE ON THE INSIDE OF PIPE INSULATION ON ALL EXPOSED DOMESTIC PIPING IN GARAGE. SEE ELECTRICAL PLANS FOR MORE INFORMATION. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S rp �O of WASMi� l� 41741 ,�FSS/oNAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. w w Ur. dre ngin e ering. n e t Phone:208.288.2181 Project:21 AMA01 N CD 00 0') (n Z O a F___ Z z O= Q 0 W Cn 0 LL 0 O 0 LLI Z_ > > 10 J J o O O N Z Co I- Q LLJ it Z C:) U) Q LU N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WATER & GAS - PARKING GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P3.0 1 I I I I RISER ROOM U RPB-1 P6.0 r96-3/4��� 5 HB-1 0 2 I I I I T3 T4 T T 8 T o EE1_1 I I I I I I I I I VE ST. 77 I I I I I I I I PARKING GARAGE F of �® 0 a a MINI BUS [SUS � --- --- PARKING z GARAGE RAMP _ 9 II II II � I I I I I I I 10 II II II II I I I I I I I NG (7" W.C.) IIR-01 r I II II II I I I I I I I II II II II I I I I a, IIL I I I I I I 4 PARKING GARAGE MECHANICAL I I I I 5 HB-1 a I a a a I a a a I I I I I I I I I I I 1 WATER AND GAS PLAN - 1 ST FLOOR SCALE: 1/8" = V-0" GENERATOR PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. 0 PLUMBING KEYNOTES: 1. ROUTE 5" CW DOWN. 2. 4" CW, 4" HW, 1" HW (140), 1-1/4" HWR FROM BELOW. 3. ROUTE 4" CW, 4" HW, 1-1/4" HWR UP IN WALL. 4. ROUTE 3/4" CW FROM BELOW TO HB-1. 5. ROUTE 3/4" CW DOWN IN WALL TO HB-1. LOCATE ISOLATION VALVE IN ACCESSIBLE AREA. 6. ROUTE 3/4" CW & HW DOWN IN WALL TO HB-3. LOCATE ISOLATION VALVES IN ACCESSIBLE AREA. 7. ROUTE NG (2 PSI) DOWN. SEE FLOOR BELOW FOR CONT. 8. ROUTE NG (2 PSI) UP IN WALL ABOVE TO ROOFTOP EQUIPMENT. 9. ROUTE NG (2 PSI) UP IN WALL ABOVE TO GAS SHUT-OFF BUTTON AND TIMER SHUT-OFF VALVE, THEN BACK DOWN TO PARKING CEILING. 10. ROUTE NG (7" W.C.) UP TO FIRE PIT ABOVE. 11. PROVIDE RECIRCULATION BALANCE DEVICE. SET TO 5 GPM. 12. ROUTE HW MAIN WITHIN 2 FT OF PUBLIC LAV/SINK FIXTURE HAVING 1/2" HW SUPPLY PIPE. 13. GAS METER (BY UTILITY COMPANY) 14. TRANSITION TO 5" CW PRIOR TO RPB-1. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S_P� �O of WASMi� l� 41741 ,�FSS/ois NAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www. dcengineering. net Phone:208.288.2181 Project:21 AMA01 N O 00 0') p V Z z_ _ Q 0 W U) LL z LLI O w / 10 J Q J o O � O N 0 i I` z m F_ p LLJ Z ON U ~ Q LU Q N U a REVISION DATE REASON FOR ISSUE 4 01-03-22 ADDENDUM #03 A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WATER & GAS - FIRST FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P3.1 i c c PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 1 2 3 4 5 6 7 8 9 10 12 13 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. I I I I I I I I I I I 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: I I I I I I I I I I I > D 0 t 1 WATER AND GAS PLAN - 2ND FLOOR SCALE: 1/8" = V-0" 1. ROUTE 1/2" CW & HW DOWN TO 2ND FLOOR LAVATORY. ROUTE H ' 3/4" CW RISER & 1/2" HW UP. SEE RISER DIAGRAM 1 ON P6.3. 2. ROUTE 1/2" CW DOWN TO 2ND FLOOR WATER CLOSET. ROUTE 3/4" CW RISER UP. SEE RISER DIAGRAM 2 ON P6.3. 3. ROUTE 1/2" CW & HW DOWN TO 2ND FLOOR SHOWER/TUB. B ROUTE 1" CW RISER AND 1/2" HW UP. SEE RISER DIAGRAM 3 ON P6.3. 4. ROUTE 1/2" CW & HW DOWN TO 2ND FLOOR KITCHEN SINK. ROUTE 3/4" CW RISER AND 1/2" HW UP. ROUTE KITCHEN SINK PLUMBING UNDER FLOOR AS NECESSARY. SEE RISER DIAGRAM 4 ON P6.3. 5. ROUTE 1/2" CW & HW DOWN TO 2ND FLOOR WASHER BOX. ROUTE 3/4" CW RISER AND 1/2" HW UP. SEE RISER DIAGRAM 5 ON P6.3. 6. 4" CW FROM BELOW, TRANSITION TO 3/4" CW UP, 4" HW FROM BELOW, TRANSITION TO 2-1/2" HW UP, 1-1/4" HWR UP AND DOWN IN WALL. 7. ROUTE 3/4" CW UP IN WALL. 8. NG (2 PSI) UP AND DOWN IN WALL. 9. 10. ROUTE 1" CW UP IN WALL. NG (2 PSI), FROM BELOW, UP TO GAS SHUTOFF BUTTON WITHIN FIRE PIT VIEW PER MANUFACTURER'S INSTRUCTION. CONTINUE NG (2 PSI) BACK DOWN TO PARKING CEILING BELOW. VENT AS REQUIRED. COORDINATE WITH ELECTRICAL. 11. NG (7" W.C.) FROM BELOW. STUB UP TO FIRE PIT. 12. PROVIDE RECIRCULATION BALANCE DEVICE. SET TO 8GPM. 13. ROUTE 1/2" CW & HW DOWN TO 2ND FLOOR SERVICE SINK. ROUTE 3/4" CW RISER AND 1/2" HW UP. SEE RISER DIAGRAM 6 ON P6.3. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: 2�O of WA Sk" 41 741 /�NAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 (D 04 (D 00 M 0 0 Z z 0 = Q 0 W 0 LL 0 O 0 LLI z > > J Q J 0 -0 Of O N — o i z m I— 0 W Z N U) Q Q LU (v U a REVISION DATE REASON FOR ISSUE 4 01-03-22 ADDENDUM #03 A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WATER & GAS -SECOND FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 NUMBER P3. i f 1 2 3 4 5 6 T 8 9 10 12 13 I I I I I I I I I I I I I I I I I I I I I I I 1 WATER AND GAS PLAN - 3RD FLOOR SCALE: 1/8" = 1'-0" PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: 1. 3/4" CW RISER UP AND DOWN IN WALL. 1/2" HW FROM BELOW. TAP 1/2" CW OFF CW RISER AT 3RD FLOOR LAVATORY. SEE RISER DIAGRAM 1 ON P6.3. 2. 3/4" CW RISER UP AND DOWN IN WALL. TAP 1/2" CW OFF CW RISER AT 3RD FLOOR WATER CLOSET. SEE RISER DIAGRAM 2 ON P6.3. 3. 1" CW RISER UP AND DOWN IN WALL. 1/2" HW FROM BELOW. TAP 1/2" CW OFF CW RISER AT 3RD FLOOR SHOWER/TUB. SEE RISER DIAGRAM 3 ON P6.3. 4. 3/4" CW RISER UP AND DOWN IN WALL. 1/2" HW FROM BELOW. TAP 1/2" CW OFF CW RISER AT 3RD FLOOR KITCHEN SINK. ROUTE KITCHEN SINK PLUMBING UNDER FLOOR AS NECESSARY. SEE RISER DIAGRAM 5 ON P6.3. 5. 3/4" CW RISER UP AND DOWN IN WALL. 1/2" HW FROM BELOW. TAP 1/2" CW OFF CW RISER AT 3RD FLOOR WASHER BOX. 6. 3/4" CW, 2-1/2" HW AND 1-1/4" HWR UP AND DOWN IN WALL. 7. 3/4" CW UP AND DOWN IN WALL. 8. NG (2 PSI) UP AND DOWN IN WALL. 9. 1" CW UP AND DOWN IN WALL. 10. 3/4" CW RISER UP AND DOWN IN WALL. 1/2" HW FROM BELOW. TAP 1/2" CW OFF CW RISER AT 3RD FLOOR SERVICE SINK. SEE RISER DIAGRAM 6 ON P6.3. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S rp �O of WA Sk" 417411 /�NAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 (D 04 (D 00 M 0 0 Z z 0 = Q 0 W 0 LL 0 O 0 LLI 0 3: Z_ 0 > > J Q J _0 OfO N — o i z m W Z N U) Q Q LU (v U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WATER & GAS - THIRD FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 ETNUMBER P3. 1 2 3 4 5 6 7 8 9 10 12 13 rim 1 WATER AND GAS PLAN - 4TH FLOOR SCALE: 1/8" = V-0" ICAL FOR TYPE A) i" ICAL FOR TYPE A)III E ICAL FOR TYPE A) PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: 1. 3/4" CW RISER UP AND DOWN IN WALL. 1/2" HW FROM ABOVE. TAP 1/2" CW OFF CW RISER AT 4TH FLOOR LAVATORY. SEE RISER DIAGRAM 1 ON P6.3. 2. 3/4" CW RISER UP AND DOWN IN WALL. TAP 1/2" CW OFF CW RISER AT 4TH FLOOR WATER CLOSET. SEE RISER DIAGRAM 2 ON P6.3. 3. 1" CW RISER FROM BELOW, TRANSTION RISER TO 3/4" CW AFTER 4TH FLOOR SHOWER/TUB. 1/2" HW FROM ABOVE. TAP 1/2" CW OFF CW RISER AT 4TH FLOOR SHOWER/TUB. SEE RISER DIAGRAM 3 ON P6.3. 4. 3/4" CW RISER UP AND DOWN IN WALL. 1/2" HW FROM ABOVE. TAP 1/2" CW OFF CW RISER AT 4TH FLOOR KITCHEN SINK. ROUTE KITCHEN SINK PLUMBING UNDER FLOOR WAS NECESSARY. SEE RISER DIAGRAM 4 ON P6.3. 5. 3/4" CW RISER UP AND DOWN IN WALL. 1/2" HW FROM ABOVE. TAP 1/2" CW OFF CW RISER AT 4TH FLOOR WASHER BOX. SEE RISER DIAGRAM 5 ON P6.3. 6. 3/4" CW, 2-1/2" HW AND 1-1/4" HWR UP AND DOWN IN WALL. 7. 3/4" CW UP AND DOWN IN WALL. 8. NG (2 PSI) UP AND DOWN IN WALL. 9. 1" CW UP AND DOWN IN WALL. 10. 3/4" CW RISER UP AND DOWN IN WALL. 1/2" HW FROM ABOVE. TAP 1/2" CW OFF CW RISER AT 4TH FLOOR SERVICE SINK. SEE RISER DIAGRAM 6 ON P6.3. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S P� 2�O of WA Sk" 41 741 /�NAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21 AMA01 (D 04 (D 00 0 0 Z z 0 = Q 0 W 0 LL 0 O 0 LLI Z_ 0 > > J Q J 0 -0 Of O N — o i z m I— 0 W Z N U Q Q LU (v U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WATER & GAS - FOURTH FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 NUMBER P3.4 c i f PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, 1 2 3 4 5 6 7 8 9 10 12 13 DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: 1 WATER AND GAS PLAN - 5TH FLOOR SCALE: 1/8" = V-0" 1. 3/4" CW RISER FROM BELOW, TRANSITION TO 1/2" CW AFTER 5TH FLOOR LAVATORY. TAP 1/2" CW OFF CW RISER AT 5TH FLOOR LAVATORY. ROUTE 1/2" HW DOWN TO 4TH/5TH FLOOR AND UP TO 6TH FLOOR LAVATORIES. SEE RISER DIAGRAM 1 ON P6.3. 2. 3/4" CW RISER FROM BELOW, TRANSITION TO 1/2" CW AFTER 5TH FLOOR WATER CLOSET. TAP 1/2" CW OFF CW RISER AT 5TH FLOOR WATER CLOSET. SEE RISER DIAGRAM 2 ON P6.3. 3. 3/4" CW RISER FROM BELOW, TRANSITION TO 1/2" CW AFTER 5TH FLOOR SHOWER/TUB. TAP 1/2" CW OFF CW RISER AT 5TH FLOOR. ROUTE 1/2" HW DOWN TO 4TH/5TH FLOOR AND UP TO 6TH FLOOR SHOWER/TUB. SEE RISER DIAGRAM 3 ON P6.3. 4. 3/4" CW RISER FROM BELOW, TRANSITION TO 1/2" CW AFTER 5TH FLOOR KITCHEN SINK. TAP 1/2" CW OFF CW RISER AT 5TH FLOOR KITCHEN SINK. ROUTE 1/2" HW DOWN TO 4TH/5TH FLOOR AND UP TO 6TH FLOOR KITCHEN SINK. ROUTE KITCHEN SINK PLUMBING UNDER FLOOR AS NECESSARY. SEE RISER DIAGRAM 4 ON P6.3. 5. 3/4" CW RISER FROM BELOW, TRANSITION TO 1/2" CW AFTER 5TH FLOOR WASHER BOX. TAP 1/2" CW OFF CW RISER AT 5TH FLOOR WASHER BOX. ROUTE 1/2" HW DOWN TO 4TH/5TH FLOOR AND UP TO 6TH FLOOR WASHER BOX. SEE RISER DIAGRAM 5 ON P6.3. 6. 3/4"CW, 2-1/2" HW AND 1-1/4" HWR DOWN IN WALL. 7. 3/4" CW FROM BELOW. 8. ROUTE 1/2" CW UP IN WALL ABOVE. 9. ROUTE 1/2" CW AND HW UP IN WALL ABOVE. 10. NG (2 PSI) UP AND DOWN IN WALL. 11. 1" CW UP AND DOWN IN WALL. 12. 1" CW UP AND DOWN IN WALL. 3/4" HW UP IN WALL. 13. ROUTE 1/2" HW DOWN IN WALL TO 4TH/5TH FLOOR FIXTURES. ROUTE 1/2" CW FROM BELOW. 14. 1/2" CW FROM BELOW. 15. ROUTE KITCHEN PLUMBING UNDER FLOOR AS NECESSARY. 16. PROVIDE RECIRCULATION BALANCE DEVICE SET TO 8 GPM. 17. 3/4" CW RISER FROM BELOW, TRANSITION TO 1/2" CW AFTER 5TH FLOOR SERVICE SINK. TAP 1/2" CW OFF CW RISER AT 5TH FLOOR SERVICE SINK. ROUTE 1/2" HW DOWN TO 4TH/5TH FLOOR AND UP TO 6TH FLOOR SERVICE SINK. SEE RISER DIAGRAM 6 ON P6.3. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S Pp 2�O of WA Sk" 41 741 /�NAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 CD 04 O 00 M 0 0 Z z 0= Q 0 W 0 LL 0 O 0 LLI 0 3: Z_ 0 > > J Q J 0 -0 Of O N — o i z m I— 0 W Z N U) Q Q LU cv U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WATER & GAS - FIFTH FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P3. 1 2 3 4 5 6 7 8 I I I I I I I I 1 WATER AND GAS PLAN - 6TH FLOOR SCALE: 1/8" = V-0" 9 I I I I 13 I I I I I I I I PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. 0 PLUMBING KEYNOTES: 1. 1/2" HW & CW FROM BELOW TO 6TH FLOOR LAVATORY. SEE RISER DIAGRAM 1 ON P6.3. 2. 1/2" CW FROM BELOW TO 6TH FLOOR WATER CLOSET. SEE RISER DIAGRAM 2 ON P6.3. 3. 1/2" HW & CW FROM BELOW TO 6TH FLOOR SHOWER/TUB. SEE RISER DIAGRAM 3 ON P6.3. 4. 1/2" HW & CW FROM BELOW TO 6TH FLOOR KITCHEN SINK. ROUTE KITCHEN SINK PLUMBING UNDER FLOOR AS NECESSARY. SEE RISER DIAGRAM 4 ON P6.3. 5. 1/2" HW & CW FROM BELOW TO 6TH FLOOR WASHER BOX. SEE RISER DIAGRAM 5 ON P6.3. 6. 1/2" CW & HW FROM BELOW. 7. 1/2" CW FROM BELOW. 8. 1" CW FROM BELOW. ROUTE UP TO HB-2 ON ROOF. 9. 1" CW UP AND DOWN IN WALL. 3/4" HW FROM BELOW. ROUTE 3/4 CW & HW TO HB-3 FOR TRASH CHUTE SPRAY DOWN. 10. NG (2 PSI) UP AND DOWN IN WALL. 11. ROUTE HW MAIN WITHIN 2 FT OF PUBLIC LAV/SINK FIXTURE HAVING 1/2" HW SUPPLY PIPE. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S P �� OF WA S /` 41741 /oNAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www. d(engineerinn. net Phone:208.288.2181 Project:21 AMA01 N CD 00 0') (n Z 0 a F___ Z z 0= Q 0 W Cn 0 LL 0 O 0 Z_ > > 10 J Q J 0 - O N i Z Co LL ] Z o U LU Q\ N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WATER & GAS - SIXTH FLOOR GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P3.6 1 2 3 4 5 6 7 8 9 10 12 13 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (TYP) �J K 1 WATER AND GAS PLAN - ROOF SCALE: 1/8" = V-0" PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. PLUMBING KEYNOTES: 1. 1" CW FROM BELOW. 2. NG (2 PSI) FROM BELOW. 3. PROVIDE A MINIMUM OF 10'-0" CLEARANCE FROM GAS REGULATOR VENT AND ANY MECHANICAL AIR INTAKE. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S �� �O of WASMi� l� 41741 /OGIs 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www. dcengineering. net Phone:208.288.2181 Project:21 AMA01 N CD 00 O') (n Z 0 a F___ Z z O= Q 0 W Cn 0 LL 0 O 0 3: z > > 10 J J o O O (N Z m I- C:) LLJ Z oN U ~ Q LU N U a REVISION DATE REASON FOR ISSUE 1 6-18-2021 ADDENDUM 1 A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING WATER & GAS —ROOF GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P3.7 9 10 12 I I I u J"N I ENLARGED KITCHEN -WASTE AND VENT PLAN Ity I SCALE: 1/4" = 1'-0" 13 �F� 7 I 0 0- FD-1 CV I I SS� G 2 ENLARGED BISTRO - WASTE AND VENT PLAN SCALE: 1/4" = V-0" PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135' OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. KITCHEN AND BISTRO PLUMBING FIXTURES AND EQUIPMENT BY KITCHEN EQUIPMENT SUPPLIER. SEE KES PLANS FOR DETAIL. 0 PLUMBING KEYNOTES: 1. ROUTE 2" SS DOWN BELOW PT SLAB. 2. ROUTE 2" SS DOWN BELOW PT SLAB. TRAP AND ROUTE UNDER PT SLAB (PARKING CEILING). 3. ROUTE 2" GW DOWN BELOW PT SLAB. TRAP AND ROUTE UNDER PT SLAB (PARKING CEILING). 4. 2" V UP IN WALL, FROM BELOW. 5. ROUTE 1" CONDENSATE DRAIN LINE FROM WALK-IN FREEZER/REFRIGERATOR TO FLOOR SINK IN THIS AREA. INSULATE PIPE AND PROVIDE HEAT TRACE ON FREEZER CONDENSATE LINE. 6. ROUTE INDIRECT DRAIN FROM SINK/KITCHEN EQUIPMENT TO FLOOR SINK. SEE KES PLANS FOR REQUIREMENTS. 7. HAND SINK BY KES, PROVIDE WITH ASSE 1070 LISTED MIXING VALVE SET TO 110 DEGREE F. 8. 6" SS DOWN. 9. CLEANOUT LOCATED BELOW PT SLAB, AS CLOSE TO PARKING CEILING AS POSSIBLE. 10. 4" SS FROM ABOVE. 11. ROUTE 2" V UP. CONTRACTOR TO FIELD ROUTE TO NEAREST VENT STACK TO ROOF. 12. ROUTE 4" GW DOWN. 13. COMBINE (3) 1-1/2" DRAIN PIPES, FROM 3-COMP SINK (BY KES) TO 3" GW PIPE. ROUTE DOWN IN WALL AND CONNECT TO 4" GW PIPE. ROUTE 2" VENT UP IN WALL. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY. 2�O of WA Sk" 41 741 /ONAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 04 O 00 M O 0 z z 0 = Q 0 W 0 LL o 0 0 LLI 0 3: z 0 > > J Q J 0 -0 Of O N — o i z m I— 0 W z N U Q Q LU cv U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING ENLARGED KITCHEN & BISTRO GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 S MBER _==9jjNff_ P4.0 PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 9 10 12 13 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. KITCHEN AND BISTRO PLUMBING FIXTURES AND EQUIPMENT BY KITCHEN EQUIPMENT SUPPLIER. SEE KES PLANS FOR DETAIL. I I I I f'N I ENLARGED KITCHEN -WATER AND GAS PLAN 4__v I SCALE: 1/4" = 1'-0" J D n �G_�' 7 I 0 8 PLUMBING KEYNOTES: 1. ROUTE (2) 3/4" HW & CW DOWN TO 3 COMP SINK (BY KES). 2. ROUTE 1/2" HW (140) AND 1/2" CW DOWN TO HAND SINK (BY KES). PROVIDE WITH ASSE 1070 LISTED MIXING VALVE SET TO 110 DEGREE F. 3. ROUTE 3/4" HW & 1/2" CW DOWN TO DISHWASHER. PROVIDE WITH COLD WATER TEMPERING KIT. 4. ROUTE 1/2" HW & CW DOWN TO PRE -RINSE SINK (BY KES). 5. ROUTE 3/4" CW DOWN TO FILTER SYSTEM. ROUTE 1/2" FILTERED WATER TO CONVECTION STEAMER AND ICE CUBER IN THIS AREA. PROVIDE RPB-2 ON EACH PIECE OF EQUIPMENT. 6. ROUTE 1/2" HW & CW DOWN TO HOSE REEL WATER CONTROL CABINET. 7. ROUTE 1/2" HW & 3/4" CW DOWN IN WALL, BELOW FLOOR, AND STUB UP 1/2" HW & 1/2" CW TO WORKTABLE SINK (BY KES). 8. ROUTE 1/2" HW & CW DOWN TO MOP SINK (BY KES). 9. ROUTE 1/2" HW & CW DOWN TO WALL MOUNTED FAUCET (BY KES). 10. ROUTE 1/2" CW (FILTERED) TO ICED TEA BREWER. 11. ROUTE (2) 3/4" CW TO DOWN CONVECTION STEAMER. (1) CW FROM FILTER IN AREA. PROVIDE QUICK DISCONNECT. 12. ROUTE 1/2" CW DOWN TO POT FILLER. 13. STUB UP 1/2" CW TO FILL FAUCET. 0 II 14. ROUTE 1/2" CW (FILTERED) TO SODA AND ICE DISPENSER. II 15. ROUTE 1/2" CW TO BAG -IN BOX SYSTEM. RPB-2 27 I 16. ROUTE 1/2" HW & CW DOWN TO SINK AT BEVERAGE STATION. 1/2" CW I 17. ROUTE 1/2" HW (110-140 DEGREES) DOWN TO HIGH VOLUME 26 COFFEE DISPENSER. 1" 140° HW - 18. ROUTE 3/4" CW TO WATER FILTER SYSTEM. ROUTE 1/2" CW (FILTERED) TO BEVERAGE EQUIPMENT (ICE TEA BREWER, SODA Eld F-1 ° AND JUICE DISPENSER) IN THIS AREA. 0 19. ROUTE 1/2" CW (FILTERED) TO ICE CUBER Le A- 20. ROUTE 1/2" CW (FILTERED) TO JUICE DISPENSER. - - - - - - - - - - I 21. ROUTE 3/4" NG (7" W.C.) DOWN TO FRYER [90 MBH]. PROVIDE I WITH QUICK DISCONNECT. 2 ENLARGED BISTRO - WATER AND GAS PLAN SCALE: 1/4" = V-0" 22. ROUTE 1" NG (7" W.C.) DOWN TO RANGE [307 MBH]. PROVIDE WITH QUICK DISCONNECT. 23. ROUTE 3/4" NG (7" W.C.) DOWN TO CHARBROILER [72 MBH]. PROVIDE WITH QUICK DISCONNECT. 24. ROUTE 1/2" NG (7" W.C.) DOWN TO CONVECTION STEAMER [70 MBH]. PROVIDE WITH QUICK DISCONNECT. 25. ROUTE 3/4" NG (7" W.C..) DOWN TO CONVECTION OVEN [100 MBH]. PROVIDE WITH QUICK DISCONNECT. 26. ROUTE 1/2" HW & CW TO BISTRO DROP IN SINK. 27. ROUTE 1/2" CW TO BISTRO WATER FILTER SYSTEM. ROUTE 1/2" CW (FILTERED) TO ICE MAKER AND COFFEE DISPENSER IN THIS AREA. 28. STUB UP 1/2" HW & CW TO BISTRO HAND SINK (BY KES). 29. ROUTE 1/2" CW DOWN BELOW PT SLAB FOR BISTRO HAND SINK STUB IN. RAINBOW CONSULTING REVIEWED January 10, 2021 I REVIEWED BY: S rp, f �O �F WAS�J�/ i 41741 ,c�ss/oNAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. wwvl. drengineerinq. net Phone:208.288.2181 Project:21 AMA01 N O 00 0') p 0 Z z O = Q W C 0 O 0 0 LLI Z_ > > 10 J Q J O - N Z m I- C:) LL[ Z o U LU Q\ N U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING ENLARGED KITCHEN & BISTRO GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P4.1 i 0 0 L J 5 v 0 PLUMBING FIXTURE SCHEDULE MANUFACTURER & PIPING CONNECTIONS TRAP WASTE VENT C.W. H.W. FIXTURE NO. DESCRIPTION MODEL SIZE FEATURES & ACCESSORIES B-1 BATHTUB/SHOWER AQUATIC 2603CTH 60"x33"x74"H 1-1/2" 2" 1-1/2" 1/2" 1/2" ONE-PIECE FIBERGLASS TUB/SHOWER, WHITE; INTEGRAL OVERFLOW. 1-1/2", 17 GAUGE, P-TRAP. (ADA COMPLIANT) W/SYMMONS HAND HELD PROVIDE POWDER -COATED WHITE GRAB BARS AND REMOVABLE TRI-FOLD SEAT. FURNISH WITH SHOWER SYSTEM CURTAIN ROD. ALL UNITS TO HAVE FULL WALL BACKING AT ALL WALLS. VERIFY RIGHT/LEFT CONFIGURATION WITH ARCHITECTURAL PLANS. 1.5 GPM. BS-1 BEAUTY SINK PS DESIGN - 1" - 1/2" 1/2" PS DESIGN PROCUREMENT RETRACTABLE COMPACT MANI/PEDI CHAIR. INSTALL PER RETRACTABLE COMPACT PROCUREMENT MANUFACTURER INSTRUCTION. 110V/220V AVAILABLE. 7.9 AMP MAX FOR CHAIR AND TUB. 4 AMP MANI/PEDI CHAIR RETRACTABLE COMPACT MAX RELAXOR. 1.5 AMP MAX DISCHARGE PUMP. COORDINATE WITH MECHANICAL CONTRACTOR MANI/PEDI CHAIR PS DESIGN FOR VENTILATION REQUIRMENTS. 1.75 GPM. BS-2 BEAUTY SINK 60"x24" 1-1/4" 2" 2" 1/2" 1/2" PS DESIGN PROCUREMENT LUXE WET STATION. INSTALL PER MANUFACTURER INSTUCTION. WET STATION PROCUREMENT 1.75 GPM. LUXE WET STATION DS-1 DOWNSPOUT NOZZLE JAY R SMITH LINE SIZE - - - - - PROVIDE CAST BRONZE BODY NOZZLE AND WALL FLANGE. 1770-T (SEE PLANS) 18-3/8"x19" 1-1/4"x1-1/ BARRIER FREE BI-LEVEL ELECTRIC WATER COOLER, HIGH POLISHED STAINLESS STEEL DRINKING EWC-1 ELECTRIC WATER COOLER ELKAY EZSTL8WSK 1-1/2" 1-1/2" 1/2" - (ADA COMPLIANT HI-LO) W/PUSH BUTTON EACH 2" FOUNTAINS WITH BUBBLER HEADS, PUSH BUTTONS, WASTE STRAINERS, MATCHING BACK PANEL, ACTIVATION ACCESS PANEL, VANDAL RESISTANT BOTTOM PLATES, AND COMPLETE MOUNTING SYSTEM. PROVIDE WITH EZH2O BOTTLE FILLING STATION. 115/1/60, 5.0 FLA, 370 RATED WATTS. DELIVERS 8.0 GAL CHILLED WATER PER HOUR. MOUNT PER ADA REQUIREMENTS. ROUND, MEDIUM DUTY FINISHED FLOOR CLEANOUT. PROVIDE WITH ROUND ADJUSTABLE NICKEL FCO-1 FLOOR CLEANOUT JAY R SMITH LINE SIZE - - - - - (FINISHED FLOOR) SERIES 4020S (SEE PLANS) BRONZE TOP, GASKET SEAL, & TAPERED ABS PLUG. 2" MINIMUM. FCO-2 FLOOR CLEANOUT JAY R SMITH LINE SIZE - - - - - ROUND, MEDIUM DUTY UNFINISHED FLOOR CLEANOUT. PROVIDE WITH ROUND ADJUSTABLE CAST (UNFINISHED FLOOR) SERIES 4240S (SEE PLANS) IRON TOP, GASKET SEAL, & TAPERED ABS PLUG. 2" MIN. FOR USE IN UNFINISHED LOCATIONS ONLY. FDA FLOOR DRAIN JAY R SMITH 2"/3" 2/3 ERCO N TN. 2005Y--A05-NB PRIMER • SPR 1/10/2022 FS-1 FLOOR SINK JAY R SMITH 12"x12" 2"/3" 2"/3" 2" TRAP - ACID RESISTANT COATED CAST IRON, 12" SQUARE, 10" DEEP WITH A. R. COATED CAST IRON 3440Y--C-P-12 10" DEEP PRIMER STRAINER, NO -HUB OUTLET, HALF GRATE COVER, TRAP PRIMER CONNECTION. FLOOR SINKS IN THE COMMERCIAL KITCHEN ARE NOT REQUIRED TO HAVE TRAP PRIMERS. FS-2 FLOOR SINK JAY R. SMITH 12"x12" 4" 4" 2" TRAP - ACID RESISTANT COATED CAST IRON, 12" SQUARE, 10" DEEP WITH A. R. COATED CAST IRON PRIMER T I R O- U L LF T O T P I O TI GCO-1 GRADE CLEANOUT JAY R. SMITH LINE SIZE - - - - - CAST IRON TOP, ABS PLUG WITH GASKET SEAL. SIZE TO MATCH WASTE PIPING. 4220S (SEE PLANS) HB-1 HOSE BIBB WOODFORD 67 - - - 3/4" - ANTI -SIPHON, AUTOMATIC DRAINING WITH ONE REMOVABLE OPERATING KEY TO BE FURNISHED (FREEZE -PROOF) WITH EACH HYDRANT. FLUSH MOUNT AT 18" ABOVE FINISHED GRADE. HB-2 HOSE BIBB WOODFORD RHY2-MS - 1/8" - 1" - ANTI -SIPHON, AUTOMATIC DRAINING, ROOF MOUNTED. (ROOF) (FREEZELESS ROOF HYDRANT) - HB-3 HOSE BIBB WOODFORD 22 - - 3/4" 3/4" ANTI -SIPHON, HOT AND COLD, BRONZE, VACUUM BREAKER, 4" WITH METAL HANDLE. PROVIDE WITH (FREEZE -PROOF) MIXING VALVE. KS-1 KITCHEN SINK -UNITS ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE (SINGLE COMPARTMENT, W/GROHE EUROSMART 4-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN; 17 GA. UNDERMOUNT) 30306000 CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING FOR DISHWASHER CONNECTION. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. KS-2 KITCHEN SINK -UNITS ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE (SINGLE COMPARTMENT, W/GROHE EUROSMART 4-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN (REAR UNDERMOUNT, 30306000 PUNCH); 17 GA. CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING ON COUNTER ADA COMPLIANT) FOR DISHWASHER CONNECTION. PROVIDE WITH OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR; PROVIDE ADA INSULATION KIT. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. L-1 LAVATORY -UNIT AMERICAN STANDARD 19"x15" 1-1/4" 1-1/2" 1-1/2" 1/2" 1/2" VITREOUS CHINA, WHITE, OVAL UNDERMOUNT; 0.5 GPM VANDAL RESISTANT AERATOR. PROVIDE (UNDERMOUNT) OVALYN UNIVERSAL WITH K-8999 TRAP AND K-7131-A. PROVIDE 1/2" X 3/8" ANGLE STOPS. PROVIDE WITH WATTS LFMMV ACCESS SINK THERMOSTATIC MIXING VALVE. SET MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED 9482.000 (UNDERMOUNT) VERSION OF THE ADA STANDARDS, PLUMBING CODE, AND LOCAL AHJ. EXCLUDE OVERFLOW. W/GROHEEUROSMART 3264300A FAUCET 1/2" VITREOUS CHINA, WHITE, OVAL UNDERMOUNT; 0.5 GPM VANDAL RESISTANT AERATOR. PROVIDE L-2 LAVATORY -UNIT AMERICAN STANDARD 19"x15" 1-1/4" 1-1/2" 1-1/2" 1/2" (UNDERMOUNT, OVALYN UNIVERSAL WITH K-8999 TRAP AND K-7131-A. PROVIDE 1/2" X 3/8" ANGLE STOPS. PROVIDE WITH WATTS LFMMV ADA COMPLIANT) ACCESS SINK THERMOSTATIC MIXING VALVE. SET MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED 9482.000 (UNDERMOUNT) VERSION OF THE ADA STANDARDS, PLUMBING CODE, AND LOCAL AHJ. EXCLUDE OVERFLOW. W/GROHEEUROSMART 3264300A LAVATORY -PUBLIC FAUCET AMERICAN STANDARD 1/2" VITREOUS CHINA, WHITE, OVAL UNDERMOUNT; 0.5 GPM VANDAL RESISTANT AERATOR. PROVIDE L-3 19"x15" 1-1/4" 1-1/2" 1-1/2" 1/2" (UNDERMOUNT, ADA OVALYN UNIVERSAL WITH K-8999 TRAP AND K-7131-A. PROVIDE 1/2" X 3/8" ANGLE STOPS. PROVIDE WITH WATTS LFMMV COMPLIANT) ACCESS SINK THERMOSTATIC MIXING VALVE. SET MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED 9482.000 (UNDERMOUNT) VERSION OF THE ADA STANDARDS, PLUMBING CODE, AND LOCAL AHJ. EXCLUDE OVERFLOW. W/GROHEEUROSMART 3264300A FAUCET OD-1 OVERFLOW DRAIN JAY R SMITH LINE SIZE - - - - - PROVIDE WITH NO HUB OUTLET, SUMP RECEIVER, UNDERDECK CLAMP, AND ROUND CAST IRON 1070Y-R-C-CID (SEE PLANS) DOME STRAINER. COORDINATE ROOF INSULATION DEPTH WITH ARCHITECT. PD-1 PARKING DECK DRAIN ZURN Z533 9" DIA 4" 4" 2" - - 9" DIA HEAVY DUTY PARKING DECK DRAIN W/ SUPPORT FLANGE. PROVIDE SURESEAL WATERLESS TRAP SEAL OR APPROVED EQUAL. RD-1 ROOF DRAIN JAY R SMITH LINE SIZE - - - - - PROVIDE WITH NO HUB OUTLET, SUMP RECEIVER, UNDERDECK CLAMP, AND ROUND CAST IRON 1010Y-R-C-CID (SEE PLANS) DOME STRAINER. COORDINATE ROOF INSULATION DEPTH WITH ARCHITECT. RPB-1 REDUCED PRESSURE WATTS LF957 LINE SIZE - - - LINE - PROVIDE WITH 1/4 TURN BALL VALVE AND STRAINER. PROVIDE MANUFACTURER'S AIR GAP FITTING BACKFLOW PREVENTER SIZE AS REQUIRED. RPB-2 REDUCED PRESSURE WATTS SS009-QT-S LINE SIZE - - - LINE - PROVIDE WITH 1/4 TURN BALL VALVE AND STAINLESS STEEL STRAINER. BACKFLOW PREVENTER SIZE S-1 SINK - LAUNDRY RM ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE (SINGLE COMPARTMENT, W/GROHE EUROSMART 4-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN (REAR SELF RIM COUNTERTOP, 30306000 PUNCH); 17 GA. CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING ON COUNTER ADA COMPLIANT) FOR DISHWASHER CONNECTION. PROVIDE WITH OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR; PROVIDE ADA INSULATION KIT. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. S-2 SINK - FLUSH SINK AMERICAN STANDARD 25.25"x21" 3" 3" 1-1/2" 1-1/2" - WALL MOUNTED VITREOUS CHINA CLINICAL FLUSH SINK. PROVIDE SLOAN FLUSHOMETER FLUSH 9512.999.020 VALVE WITH VACUUM BREAKER. PROVIDE WITH FOOT PEDAL CONTROL, HAND WANT, AND WALL CLEANOUT (WCO-1). 1.6 GPF. S-3 SINK - BREAK RM & FAMILY ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE RM W/GROHE EUROSMART 4-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN (REAR (DOUBLE COMPARTMENT, 30306000 PUNCH); 17 GA. CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING ON COUNTER UNDERMOUNT, FOR DISHWASHER CONNECTION. PROVIDE WITH OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR; ADA COMPLIANT) PROVIDE ADA INSULATION KIT. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. S4 SINK - SALON HAND WASH ELKAY ELUHAD1 1 1655PD 14"x18-1/2"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE (SINGLE COMPARTMENT, W/GROHE EUROSMART 5-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN; 17 GA. SELF RIM COUNTERTOP, 30306000 CONTINUOUS DRAIN ASSEMBLY. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. ADA COMPLIANT) S-5 SINK - ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE THEATER/COMMUNITY RM W/GROHE EUROSMART 4-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN (REAR W/DISHWASHER 30306000 PUNCH); 17 GA. CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING ON COUNTER CONNECTION FOR DISHWASHER CONNECTION. PROVIDE WITH OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR; (DOUBLE COMPARTMENT, PROVIDE ADA INSULATION KIT. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. UNDERMOUNT, ADA COMPLIANT) SH-1 SHOWER AQUATIC 1603BFSTD 62"x36"x77"H 2" 2" 1-1/2" 1/2" 1/2" ACRYLX WITH INTEGRAL DRAIN; PROVIDE 2.5 GPM FLOW RESTRICTOR. PROVIDE SYMMONS 9603 W/SYMMONS PLR SINGLE HANDLE PRESSURE BALANCING SHOWER VALVE WITH HAND HELD SHOWER SYSTEM, 9603 PLR HAND HELD HOSE VACUUM BREAKER AND 30" SLIDE BAR, SHOWER CURTAIN AND ROD, WHITE FOLD -DOWN SHOWER SYSTEM PHENOLIC SEAT PER ADA REQUIRMENTS. SUPPORT AND REQUIRED GRAB BAR BLOCKING. GRAB BARS TO BE WHITE POWDER COAT FINISH. PROVIDE WITH COLLAPSIBLE DAM #M-THR132-60 AND END CAP #1CWRACAP. VERIFY RIGHT/LEFT CONFIGURATION WITH ARCHITECTURAL PLANS. SH-2 SHOWER AQUATIC 1603BFSTD 62"x36"x77"H 2" 2" 1-1/2" 1/2" 1/2" ACRYLX WITH INTEGRAL DRAIN; PROVIDE 2.5 GPM FLOW RESTRICTOR. PROVIDE SYMMONS 9603 (ADA COMPLIANT) W/SYMMONS PLR SINGLE HANDLE PRESSURE BALANCING SHOWER VALVE WITH HAND HELD SHOWER SYSTEM, 0368-2HSB-LHS HAND HOSE VACUUM BREAKER AND 30" SLIDE BAR, SHOWER CURTAIN AND ROD, WHITE FOLD -DOWN HELD PHENOLIC SEAT PER ADA REQUIRMENTS. SUPPORT AND REQUIRED GRAB BAR BLOCKING. GRAB SHOWER SYSTEM BARS TO BE WHITE POWDER COAT FINISH. PROVIDE WITH COLLAPSIBLE DAM #M-THR132-60 AND END CAP #1CWRACAP. PROVIDE THIS FIXTURE GROUP WITH 25 REMOVABLE THRESHOLDS FOR ZURN ATTIC STOCK. SAND AND OIL INTERCEPTOR, 3" INLET/OUTLET, 35 GPM FLOW (INCLUDES 29 GPM FOR COURTYARD SOI-1 SAND AND OIL 30"x20"x20" - 3" 1-1/2" - - INTERCEPTOR Z1186-700 DRAINAGE, 2,786 SF AT 1" RAINFALL/HR), 21 GALLON CAPACITY SS-1 SERVICE SINK FIAT MSB-2424 24"x24"x12" 3" 3" 1-1/2" 1/2" 1/2" MOLDED STONE; FLOOR MOUNTED, SQUARE. INTEGRAL DRAIN. STOPS IN SHANK. CAST IRON TRAP. W/FIAT 830-AA 832-AA HOSE AND WALL HOOK, 889-CC STAINLESS STEEL MOP HANGER AND MSG-2424 STAINLESS FAUCET STEEL SPLASH PANELS. PROVIDE WITH WALL CLEANOUT (WCO-1). TD-1 TRENCH DRAIN POURED IN PLACE 4" 4" 2" TRAP - POURED IN PLACE CONCRETE TRENCH. PROVIDE 4 INCH FLOOR DRAIN LISTED, IN BOTTOM OF LOW (LAUNDRY) BY OTHERS W/J R. PRIMER SIDE OF TRENCH. COORDINATE SIZE WITH ACTUAL LAUNDRY EQUIPMENT, COORDINATE LOCATION 1 - A TD-2 TRENCH DRAIN (CLASS C) J R. SMITH 966 6" WIDE 3" 3" 2" - - PROVIDE 3 INCH FLOOR DRAIN LISTED, IN BOTTOM OF LOW SIDE OF TRENCH. COORDINATE CLASS C HEAVY DUTY LOCATION WITH ARCHITECT AND GENERAL CONTRACTOR. T 1 T P I E W I R T V V U T A F I P O P R URINAL 69 -1 3/4" TOP SPUD - ll CC SS PANEL O MA NT NA C . U-1 KOHLER K4991-ET 2" 2" 3/4" - VITREOUS CHINA; WALL MOUNTED SIPHON -JET, 1.0 GPF. PROVIDE JAY R. SMITH 636 CARRIER WITH (ADA COMPLIANT) W/SLOAN 186 FLUSH HANGER PLATE. MOUNT PER ADA REQUIREMENTS. PROVIDE WITH WALL CLEANOUT (WCO-1). VALVE WB-1 WASHER BOX WATER-TITE 4700 8.25"x6.125"x 2" 2" 2" 1/2" 1/2" FLUSH WALL MOUNT. PROVIDE WITH 1/4 TURN, LEVER HANDCHROME BALL VALVES. PROVIDE (CLOTHES WASHER 3.75"D WITH WATER HAMMER ARRESTOR WADE MODEL W-5 OR APP VED EQUAL. WC-1 WATER CLOSET- UNITS PROFLO GILPIN ELONGATED - 3" 2" 1/2" - VITREOUS CHINA; FLOOR MOUNTED. PROVIDE VITREOUS CHINA TANK AND TANK COVER, POLISHED (PRESSURE ASSISTED PF1603PAWH WITH BOWL CHROME TRIP LEVER, BOLT CAPS, CLOSET SWEEP, SEAT FLANGE AND GASKET. CLOSED FRONT TANK TYPE) PF1600 TANK SEAT, WHITE, WITH COVER. PROVIDE 1/2"x3/8" ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE RISERS. PROVIDE WITH MANUFACTURER'S PRESSURE ASSISTED FLUSHING SYSTEM. 1.6 GPF. WC-2 WATER CLOSET- UNITS PROFLO GILPIN ELONGATED - 3" 2" 1/2" - VITREOUS CHINA; FLOOR MOUNTED. PROVIDE VITREOUS CHINA TANK AND TANK COVER, POLISHED (PRESSURE ASSISTED PF1603PAWH WITH BOWL CHROME TRIP LEVER, BOLT CAPS, CLOSET SWEEP, SEAT FLANGE AND GASKET. CLOSED FRONT TANK TYPE, PF1600 TANK SEAT, WHITE, WITH COVER. PROVIDE 1/2" x 3/8" ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE ADA COMPLIANT) RISERS. PROVIDE WITH MANUFACTURER'S PRESSURE ASSISTED FLUSHING SYSTEM. MOUNT PER ADA; TRIP LEVER ON WIDE SIDE. 1.6 GPF. WC-3 WATER CLOSET- PUBLIC PROFLO GILPIN ELONGATED - 3" 2" 1/2" - VITREOUS CHINA; FLOOR MOUNTED. PROVIDE VITREOUS CHINA TANK AND TANK COVER, POLISHED (PRESSURE ASSISTED PF1603PAWH WITH BOWL CHROME TRIP LEVER, BOLT CAPS, CLOSET SWEEP, SEAT FLANGE AND GASKET. CLOSED FRONT TANK TYPE, PF1600 TANK SEAT, WHITE, WITHOUT COVER. PROVIDE 1/2" x 3/8" ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE ADA COMPLIANT) RISERS. PROVIDE WITH MANUFACTURER'S PRESSURE ASSISTED FLUSHING SYSTEM. MOUNT PER ADA; TRIP LEVER ON WIDE SIDE. 1.6 GPF. WCO-1 WALL CLEANOUT JAY R. SMITH - - - - - TAPERED BRONZE PLUG AND STAINLESS STEEL COVER. SIZE TO MATCH WASTE PIPING, 2" 4472 MINIMUM. -...- %..- %..- %..- %..- %..-...-..-..- %..- %..-...-...-..-..-...-...-...-...-..-...-...-...-...-...-..-...-...-...-..- NOTES: 1. FIXTURES INDICATED AS ADA MUST COMPLY WITH ICC/ANSI A117.1. VERIFY EXACT NUMBERS, FIXTURES, DESIGNATIONS, LOCATIONS, CLEARANCES, AND MOUNTING HEIGHTS WITH ARCHITECTURAL PLANS. 2. ALL HW PIPING AND DRAIN LINES BENEATH ADA COMPLIANT LAVATORIES MUST BE INSULATED TO PREVENT BURNS. REF ARCHITECTURAL PLANS. INSULATE WITH MOLDED CLOSED CELL VINYL INSULATION - TRUEBRO OR EQUAL. 3. ALL ACCESS PANELS AND WALL BOXES SHALL BE RATED TO MATCH ASSEMBLY RATING. 4. REFER TO KITCHEN EQUIPMENT SUPPLIER PLANS FOR COMMERICAL KITCHEN FIXTURES AND FLOW RATES. 11 EQUIVALENT MANUFACTURERS: ENAMEL CAST IRON, VITREOUS CHINA, ACRYLIC: KOHLER, AMERICAN STANDARD, ELJER, CRANE, ZURN WARE, BEST BATH,LASCO, AQUAGLASS STAINLESS STEEL SINKS: ELKAY, JUST, DAYTON, KOHLER SERVICE SINKS: FIAT, BRADLEY, ACORN, STERN & WILLIAMS, E.L. MUSTEE FAUCETS: DELTA HDF, ELKAY, JUST, KOHLER, ZURN, AMERICAN STANDARD SHOWER VALVES, MIXING VALVES: POWERS, LEONARD, SYMMONS, MOEN TOILET SEATS: CHURCH, OSLONITE, BEMIS, SMITH ROOF DRAINS, FLOOR SINKS, FLOOR DRAINS, AND TRAPS: WATTS, ZURN, WADE, JOSAM WATTS BACKFLOW PREVENTION DEVICES, PRESSURE REDUCING VALVES: WILKENS, FEBCO, APOLLO/CONBRA CO TRAP PRIMERS AND SHOCK ABSORBERS: PPP, SIOUX CHEIF, SMITH Contractor to verify with Labor and Industries on HWT inspection requirements GAS FIRED WATER HEATER SCHEDULE E I T VOLUME RECOVERY INPUT OUTPUT FLUE NO. ANUFACTURER MODEL TYPE (GAL) (GPH) FUEL (MBH) (MBH) SIZE VOLT/PH/CY WEIGHT NOTES WH-1, 2,3 AO SMITH BTH-199 DIRECT VENT, SEALED 100 336 @ 70°F NATURAL 199.9 193.9 (2) 3" 120-1-60 1400 LBS PROVIDE COMPLETE WATER HEATER FOR SEALED VERTICAL COMBUSTION RISE GAS PVC DIRECT VENT OPERATION INCLUDING PIPING, MANUFACTURERS DIRECT VENT CONCENTRIC TERMINATION KIT, CNS-6 CONDENSATE NEUTRALIZATION KIT, AND 5 YEAR WARRANTY. ALTERNATE MANUFACTURERS: BRADFORD WHITE, RHEEM/RUDD, STATE, LOCHINVAR NOTES: 1. PROVIDE WITH 10 YEAR WARRANTY AND 1 YEAR PARTS WARRANTY. 2. SIZE INTAKE AND EXHAUST PER MANUFACTURER'S RECOMMENDATIONS. PUMP SCHEDULE FLOW INLET DISCH ELECTRIC EQUIPMENT AREA PUMP STYLE/ FLUID RATE HEAD SIZE SIZE IMPELLER NO. SERVED LOCATION CONST. TYPE RPM (GPM) (FT) (INCH) (INCH) DIA (INCH) HP VOLT.-PH.-CY. WEIGHT MANUFACTURER MODEL NOTES CPA, 2 HW RECIRC BOILER RM IN -LINE HOT 3250 21 24 1" 1" -- 2/5 115-1-60 13 LBS B&G PL-55 PROPORTIONAL PRESSURE CONTROL CIRCULATING WATER PUMP. MOTOR SHALL BE PERMANENTLY LUBRICATED, REILIENT MOUNTED, FURNISH WITH CHECK VALVE, AQUASTAT AND TIMER. SPA ELEV. PIT ELEV. PIT SUMP WATER -- 50 20 2" 2" -- 0.4 115-1-60 10 LBS ZOELLER 940-0012 SUMP PUMP OIL GUARD SYSTEM, SIMPLEX, DUPLEX ALTERNATING PANEL. ALTERNATE MANUFACTURERS: GRUNDFOS, TACO NOTES: 1. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. MISCELLANEOUS PLUMBING EQUIPMENT SCHEDULE EQUIPMENT NO. DESCRIPTION MANUFACTURER MODEL NOTES ET-1 EXPANSION TANK AMTROL ST-42V 20 GALLON THERMAL EXPANSION TANK, 11.4 GALLON ACCEPTANCE VOLUME. FURNISH WITH ISOLATION VALVE AND DRAIN VALVE. MV-1 MIXING VALVE POWERS INTELLISTATION INTELLISTATION DIGITAL WATER TEMPERING AND RECIRCULATING SYSTEM. LFIS200 RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: [5-- m11 �O of WASMi� l� 41741 ,�FSS�oNAL ;����� 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. w w Ur. dre ngin e ering. n e t Phone:208.288.2181 Project:21 AMA01 Q0 N O 00 O') p Z z_ O = Q W C 0 O 0 0 Ld Z O > > 10 J Q J _� O 0 C:O N 0 i I` z m F_ p LLI Z o U Q V­ Q N U 0- REVISION DATE REASON FOR ISSUE 4 01-03-22 ADDENDUM #03 A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 C 12-14-21 CITY COMMENTS #03 D 01-07-22 SITE DEV. COMMENTS RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING SCHEDULES GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P5.0 I PLUMBING FIXTURE SCHEDULE MANUFACTURER & PIPING CONNECTIONS TRAP WASTE VENT C.W. H.W. FIXTURE NO. DESCRIPTION MODEL SIZE FEATURES & ACCESSORIES B-1 BATHTUB/SHOWER AQUATIC 2603CTH 60"x33"x74"H 1-1/2" 2" 1-1/2" 1/2" 1/2" ONE-PIECE FIBERGLASS TUB/SHOWER, WHITE; INTEGRAL OVERFLOW. 1-1/2", 17 GAUGE, P-TRAP. (ADA COMPLIANT) W/SYMMONS HAND HELD PROVIDE POWDER -COATED WHITE GRAB BARS AND REMOVABLE TRI-FOLD SEAT. FURNISH WITH SHOWER SYSTEM CURTAIN ROD. ALL UNITS TO HAVE FULL WALL BACKING AT ALL WALLS. VERIFY RIGHT/LEFT CONFIGURATION WITH ARCHITECTURAL PLANS. 1.5 GPM. BS-1 BEAUTY SINK PS DESIGN - 1" - 1/2" 1/2" PS DESIGN PROCUREMENT RETRACTABLE COMPACT MANI/PEDI CHAIR. INSTALL PER RETRACTABLE COMPACT PROCUREMENT MANUFACTURER INSTRUCTION. 110V/220V AVAILABLE. 7.9 AMP MAX FOR CHAIR AND TUB. 4 AMP MANI/PEDI CHAIR RETRACTABLE COMPACT MAX RELAXOR. 1.5 AMP MAX DISCHARGE PUMP. COORDINATE WITH MECHANICAL CONTRACTOR MANI/PEDI CHAIR PS DESIGN FOR VENTILATION REQUIRMENTS. 1.75 GPM. BS-2 BEAUTY SINK 60'1 1-1/4" 2" 2" 1/2" 1/2" PS DESIGN PROCUREMENT LUXE WET STATION. INSTALL PER MANUFACTURER INSTUCTION. WET STATION PROCUREMENT 1.75 GPM. LUXE WET STATION DS-1 DOWNSPOUT NOZZLE JAY R SMITH LINE SIZE - - - - - PROVIDE CAST BRONZE BODY NOZZLE AND WALL FLANGE. 1770-T (SEE PLANS) 18-3/8"x19" 1-1/4"x1-1/ BARRIER FREE BI-LEVEL ELECTRIC WATER COOLER, HIGH POLISHED STAINLESS STEEL DRINKING EWC-1 ELECTRIC WATER COOLER ELKAY EZSTL8WSK 1-1/2" 1-1/2" 1/2" - (ADA COMPLIANT HI-LO) W/PUSH BUTTON EACH 2" FOUNTAINS WITH BUBBLER HEADS, PUSH BUTTONS, WASTE STRAINERS, MATCHING BACK PANEL, ACTIVATION ACCESS PANEL, VANDAL RESISTANT BOTTOM PLATES, AND COMPLETE MOUNTING SYSTEM. PROVIDE WITH EZH2O BOTTLE FILLING STATION. 115/1/60, 5.0 FLA, 370 RATED WATTS. DELIVERS 8.0 GAL CHILLED WATER PER HOUR. MOUNT PER ADA REQUIREMENTS. ROUND, MEDIUM DUTY FINISHED FLOOR CLEANOUT. PROVIDE WITH ROUND ADJUSTABLE NICKEL FCO-1 FLOOR CLEANOUT JAY R SMITH LINE SIZE - - - - - (FINISHED FLOOR) SERIES 4020S (SEE PLANS) BRONZE TOP, GASKET SEAL, & TAPERED ABS PLUG. 2" MINIMUM. FCO-2 FLOOR CLEANOUT JAY R SMITH LINE SIZE - - - - - ROUND, MEDIUM DUTY UNFINISHED FLOOR CLEANOUT. PROVIDE WITH ROUND ADJUSTABLE CAST (UNFINISHED FLOOR) SERIES 4240S (SEE PLANS) IRON TOP, GASKET SEAL, & TAPERED ABS PLUG. 2" MIN. FOR USE IN UNFINISHED LOCATIONS ONLY. FDA FLOOR DRAIN JAY R SMITH 2"/3" 2"/3" 2" TRAP - ROUND NICKEL BRONZE STRAINER; TRAP PRIMER CONNECTION. FLOOR DRAINS IN THE 2005Y--A05-NB PRIMER COMMERCIAL KITCHEN ARE NOT REQUIRED TO HAVE TRAP PRIMERS. FS-1 FLOOR SINK JAY R SMITH 12"x12" 2"/3" 2"/3" 2" TRAP - ACID RESISTANT COATED CAST IRON, 12" SQUARE, 10" DEEP WITH A. R. COATED CAST IRON 3440Y--C-P-12 10" DEEP PRIMER STRAINER, NO -HUB OUTLET, HALF GRATE COVER, TRAP PRIMER CONNECTION. FLOOR SINKS IN THE COMMERCIAL KITCHEN ARE NOT REQUIRED TO HAVE TRAP PRIMERS. FS-2 FLOOR SINK JAY R. SMITH 12"x12" 4" 4" 2" TRAP - ACID RESISTANT COATED CAST IRON, 12" SQUARE, 10" DEEP WITH A. R. COATED CAST IRON PRIMER STRAINER, NO -HUB OUTLET, HALF GRATE COVER, TRAP PRIMER CONNECTION. GCO-1 GRADE CLEANOUT JAY R. SMITH LINE SIZE - - - - - CAST IRON TOP, ABS PLUG WITH GASKET SEAL. SIZE TO MATCH WASTE PIPING. 4220S (SEE PLANS) HB-1 HOSE BIBB WOODFORD 67 - - - 3/4" - ANTI -SIPHON, AUTOMATIC DRAINING WITH ONE REMOVABLE OPERATING KEY TO BE FURNISHED (FREEZE -PROOF) WITH EACH HYDRANT. FLUSH MOUNT AT 18" ABOVE FINISHED GRADE. HB-2 HOSE BIBB WOODFORD RHY2-MS - 1/8" - 1" - ANTI -SIPHON, AUTOMATIC DRAINING, ROOF MOUNTED. (ROOF) (FREEZELESS ROOF HYDRANT) - HB-3 HOSE BIBB WOODFORD 22 - - 3/4" 3/4" ANTI -SIPHON, HOT AND COLD, BRONZE, VACUUM BREAKER, 4" WITH METAL HANDLE. PROVIDE WITH (FREEZE -PROOF) MIXING VALVE. KS-1 KITCHEN SINK -UNITS ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE (SINGLE COMPARTMENT, W/GROHE EUROSMART 4-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN; 17 GA. UNDERMOUNT) 30306000 CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING FOR DISHWASHER CONNECTION. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. KS-2 KITCHEN SINK -UNITS ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE (SINGLE COMPARTMENT, W/GROHE EUROSMART 4-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN (REAR UNDERMOUNT, 30306000 PUNCH); 17 GA. CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING ON COUNTER ADA COMPLIANT) FOR DISHWASHER CONNECTION. PROVIDE WITH OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR; PROVIDE ADA INSULATION KIT. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. L-1 LAVATORY -UNIT AMERICAN STANDARD 19"x15" 1-1/4" 1-1/2" 1-1/2" 1/2" 1/2" VITREOUS CHINA, WHITE, OVAL UNDERMOUNT; 0.5 GPM VANDAL RESISTANT AERATOR. PROVIDE (UNDERMOUNT) OVALYN UNIVERSAL WITH K-8999 TRAP AND K-7131-A. PROVIDE 1/2" X 3/8" ANGLE STOPS. PROVIDE WITH WATTS LFMMV ACCESS SINK THERMOSTATIC MIXING VALVE. SET MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED 9482.000 (UNDERMOUNT) VERSION OF THE ADA STANDARDS, PLUMBING CODE, AND LOCAL AHJ. EXCLUDE OVERFLOW. W/GROHEEUROSMART 3264300A FAUCET 1/2" VITREOUS CHINA, WHITE, OVAL UNDERMOUNT; 0.5 GPM VANDAL RESISTANT AERATOR. PROVIDE L-2 LAVATORY -UNIT AMERICAN STANDARD 19"x15" 1-1/4" 1-1/2" 1-1/2" 1/2" (UNDERMOUNT, OVALYN UNIVERSAL WITH K-8999 TRAP AND K-7131-A. PROVIDE 1/2" X 3/8" ANGLE STOPS. PROVIDE WITH WATTS LFMMV ADA COMPLIANT) ACCESS SINK THERMOSTATIC MIXING VALVE. SET MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED 9482.000 (UNDERMOUNT) VERSION OF THE ADA STANDARDS, PLUMBING CODE, AND LOCAL AHJ. EXCLUDE OVERFLOW. W/GROHEEUROSMART 3264300A LAVATORY -PUBLIC FAUCET AMERICAN STANDARD 1/2" VITREOUS CHINA, WHITE, OVAL UNDERMOUNT; 0.5 GPM VANDAL RESISTANT AERATOR. PROVIDE L-3 19"x15" 1-1/4" 1-1/2" 1-1/2" 1/2" (UNDERMOUNT, ADA OVALYN UNIVERSAL WITH K-8999 TRAP AND K-7131-A. PROVIDE 1/2" X 3/8" ANGLE STOPS. PROVIDE WITH WATTS LFMMV COMPLIANT) ACCESS SINK THERMOSTATIC MIXING VALVE. SET MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED 9482.000 (UNDERMOUNT) VERSION OF THE ADA STANDARDS, PLUMBING CODE, AND LOCAL AHJ. EXCLUDE OVERFLOW. W/GROHEEUROSMART 3264300A FAUCET OD-1 OVERFLOW DRAIN JAY R SMITH LINE SIZE - - - - - PROVIDE WITH NO HUB OUTLET, SUMP RECEIVER, UNDERDECK CLAMP, AND ROUND CAST IRON 1070Y-R-C-CID (SEE PLANS) DOME STRAINER. COORDINATE ROOF INSULATION DEPTH WITH ARCHITECT. PD-1 PARKING DECK DRAIN ZURN Z533 9" DIA 4" 4" 2" - - 9" DIA HEAVY DUTY PARKING DECK DRAIN W/ SUPPORT FLANGE. PROVIDE SURESEAL WATERLESS TRAP SEAL OR APPROVED EQUAL. RD-1 ROOF DRAIN JAY R SMITH LINE SIZE - - - - - PROVIDE WITH NO HUB OUTLET, SUMP RECEIVER, UNDERDECK CLAMP, AND ROUND CAST IRON 1010Y-R-C-CID (SEE PLANS) DOME STRAINER. COORDINATE ROOF INSULATION DEPTH WITH ARCHITECT. RPB-1 REDUCED PRESSURE WATTS LF957 LINE SIZE - - - LINE - PROVIDE WITH 1/4 TURN BALL VALVE AND STRAINER. PROVIDE MANUFACTURER'S AIR GAP FITTING BACKFLOW PREVENTER SIZE AS REQUIRED. RPB-2 REDUCED PRESSURE WATTS SS009-QT-S LINE SIZE - - - LINE - PROVIDE WITH 1/4 TURN BALL VALVE AND STAINLESS STEEL STRAINER. BACKFLOW PREVENTER SIZE S-1 SINK - LAUNDRY RM ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE (SINGLE COMPARTMENT, W/GROHE EUROSMART 4-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN (REAR SELF RIM COUNTERTOP, 30306000 PUNCH); 17 GA. CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING ON COUNTER A M I T F H A E C N CT N R VI T F E G A A E B F C I I A I U T N T. R VI H A L A O ( - ). 7 P =-2NOT USEDSINK - BREAK RM & FAMILY ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE (DOUBLE COMPARTMENT, 30306000 PUNCH); 17 GA. CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING ON COUNTER UNDERMOUNT, FOR DISHWASHER CONNECTION. PROVIDE WITH OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR; ADA COMPLIANT) SINK - SALON HAND WASH ELKAY ELUHAD111655PD 14"x18-1/2"x 1-1/2" PROVIDE ADA INSULATION KIT. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. S-4 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE (SINGLE COMPARTMENT, W/GROHE EUROSMART 5-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN; 17 GA. SELF RIM COUNTERTOP, 30306000 CONTINUOUS DRAIN ASSEMBLY. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. ADA COMPLIANT) S-5 SINK - ELKAY ELUHAD211545PD 23-1/2"x18-1/4"x 1-1/2" 2" 1-1/2" 1/2" 1/2" 18 GAUGE STAINLESS STEEL; PUNCHED TO ACCOMMODATE FAUCET. 1/2" x 3/8" ANGLE THEATER/COMMUNITY RM W/GROHE EUROSMART 4-3/8" STOP WITH OVAL HANDLE AND FLEXIBLE RISERS; 17 GAUGE TRAP. ELKAY LKJ-35 DRAIN (REAR W/DISHWASHER 30306000 PUNCH); 17 GA. CONTINUOUS DRAIN ASSEMBLY. PROVIDE "PASCO" AIR GAP FITTING ON COUNTER CONNECTION FOR DISHWASHER CONNECTION. PROVIDE WITH OFFSET GRID DRAIN ASSEMBLY FOR WHEELCHAIR; (DOUBLE COMPARTMENT, PROVIDE ADA INSULATION KIT. PROVIDE WITH WALL CLEANOUT (WCO-1). 1.75 GPM. UNDERMOUNT, ADA COMPLIANT) SHOWER AQUATIC 1603BFSTD ACRYLX WITH INTEGRAL DRAIN; PROVIDE 2.5 GPM FLOW RESTRICTOR. PROVIDE SYMMONS 9603 SH-1 62"x36"x77"H 2" 2" 1-1/2" 1/2" 1/2" W/SYMMONS PLR SINGLE HANDLE PRESSURE BALANCING SHOWER VALVE WITH HAND HELD SHOWER SYSTEM, 9603 PLR HAND HELD HOSE VACUUM BREAKER AND 30" SLIDE BAR, SHOWER CURTAIN AND ROD, WHITE FOLD -DOWN SHOWER SYSTEM PHENOLIC SEAT PER ADA REQUIRMENTS. SUPPORT AND REQUIRED GRAB BAR BLOCKING. GRAB BARS TO BE WHITE POWDER COAT FINISH. PROVIDE WITH COLLAPSIBLE DAM #M-THR132-60 AND END CAP #1CWRACAP. VERIFY RIGHT/LEFT CONFIGURATION WITH ARCHITECTURAL PLANS. SH-2 SHOWER AQUATIC 1603BFSTD 62"x36"x77"H 2" 2" 1-1/2" 1/2" 1/2" ACRYLX WITH INTEGRAL DRAIN; PROVIDE 2.5 GPM FLOW RESTRICTOR. PROVIDE SYMMONS 9603 (ADA COMPLIANT) W/SYMMONS PLR SINGLE HANDLE PRESSURE BALANCING SHOWER VALVE WITH HAND HELD SHOWER SYSTEM, 0368-2HSB-LHS HAND HOSE VACUUM BREAKER AND 30" SLIDE BAR, SHOWER CURTAIN AND ROD, WHITE FOLD -DOWN HELD PHENOLIC SEAT PER ADA REQUIRMENTS. SUPPORT AND REQUIRED GRAB BAR BLOCKING. GRAB SHOWER SYSTEM BARS TO BE WHITE POWDER COAT FINISH. PROVIDE WITH COLLAPSIBLE DAM #M-THR132-60 AND END CAP #1CWRACAP. PROVIDE THIS FIXTURE GROUP WITH 25 REMOVABLE THRESHOLDS FOR ZURN ATTIC STOCK. SOI-1 SAND AND OIL 30"x20"x20" - 3" 1-1/2" - - SAND AND OIL INTERCEPTOR, 3" INLET/OUTLET, 30 GPM FLOW, 21 GALLON CAPACITY INTERCEPTOR Z1186-700 SS-1 SERVICE SINK FIAT MSB-2424 24"x24"x12" 3" 3" 1-1/2" 1/2" 1/2" MOLDED STONE; FLOOR MOUNTED, SQUARE. INTEGRAL DRAIN. STOPS IN SHANK. CAST IRON TRAP. W/FIAT 830-AA 832-AA HOSE AND WALL HOOK, 889-CC STAINLESS STEEL MOP HANGER AND MSG-2424 STAINLESS FAUCET STEEL SPLASH PANELS. PROVIDE WITH WALL CLEANOUT (WCO-1). TD-1 TRENCH DRAIN POURED IN PLACE 4" 4" 2" TRAP - POURED IN PLACE CONCRETE TRENCH. PROVIDE 4 INCH FLOOR DRAIN LISTED, IN BOTTOM OF LOW (LAUNDRY) BY OTHERS W/J R. PRIMER SIDE OF TRENCH. COORDINATE SIZE WITH ACTUAL LAUNDRY EQUIPMENT, COORDINATE LOCATION SMITH 2110-D WITH ARCHITECT AND GENERAL CONTRACTOR. TD-2 TRENCH DRAIN (CLASS C) J R. SMITH 966 6" WIDE 3" 3" 2" - - PROVIDE 3 INCH FLOOR DRAIN LISTED, IN BOTTOM OF LOW SIDE OF TRENCH. COORDINATE CLASS C HEAVY DUTY LOCATION WITH ARCHITECT AND GENERAL CONTRACTOR. TP-1 TRAP PRIMER JAY R. SMITH - - - 1/2" - PROVIDE SCREWDRIVER STOP VALVE UPSTREAM FOR MAINTENANCE. PROVIDE APPROPRIATE 2699-1 KOHLER K-4991-ET ACCESS PANEL FOR MAINTENANCE. U-1 URINAL 3/4" TOP SPUD - 2" 2" 3/4" - VITREOUS CHINA; WALL MOUNTED SIPHON -JET, 1.0 GPF. PROVIDE JAY R. SMITH 636 CARRIER WITH (ADA COMPLIANT) W/SLOAN 186 FLUSH HANGER PLATE. MOUNT PER ADA REQUIREMENTS. PROVIDE WITH WALL CLEANOUT (WCO-1). VALVE WB-1 WASHER BOX WATER-TITE 4700 8.25"x6.125"x 2" 2" 2" 1/2" 1/2" FLUSH WALL MOUNT. PROVIDE WITH 1/4 TURN, LEVER HANDLE, CHROME BALL VALVES. PROVIDE (CLOTHES WASHER 3.75"D WITH WATER HAMMER ARRESTOR WADE MODEL W-5 OR APPROVED EQUAL. HOOK-UP) WC-1 WATER CLOSET- UNITS PROFLO GILPIN ELONGATED - 3" 2" 1/2" - VITREOUS CHINA; FLOOR MOUNTED. PROVIDE VITREOUS CHINA TANK AND TANK COVER, POLISHED (PRESSURE ASSISTED PF1603PAWH WITH BOWL CHROME TRIP LEVER, BOLT CAPS, CLOSET SWEEP, SEAT FLANGE AND GASKET. CLOSED FRONT TANK TYPE) PF1600 TANK SEAT, WHITE, WITH COVER. PROVIDE 1/2"x3/8" ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE RISERS. PROVIDE WITH MANUFACTURER'S PRESSURE ASSISTED FLUSHING SYSTEM. 1.6 GPF. WC-2 WATER CLOSET- UNITS PROFLO GILPIN ELONGATED - 3" 2" 1/2" - VITREOUS CHINA; FLOOR MOUNTED. PROVIDE VITREOUS CHINA TANK AND TANK COVER, POLISHED (PRESSURE ASSISTED PF1603PAWH WITH BOWL CHROME TRIP LEVER, BOLT CAPS, CLOSET SWEEP, SEAT FLANGE AND GASKET. CLOSED FRONT TANK TYPE, PF1600 TANK SEAT, WHITE, WITH COVER. PROVIDE 1/2" x 3/8" ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE ADA COMPLIANT) RISERS. PROVIDE WITH MANUFACTURER'S PRESSURE ASSISTED FLUSHING SYSTEM. MOUNT PER ADA; TRIP LEVER ON WIDE SIDE. 1.6 GPF. WC-3 WATER CLOSET- PUBLIC PROFLO GILPIN ELONGATED - 3" 2" 1/2" - VITREOUS CHINA; FLOOR MOUNTED. PROVIDE VITREOUS CHINA TANK AND TANK COVER, POLISHED (PRESSURE ASSISTED PF1603PAWH WITH BOWL CHROME TRIP LEVER, BOLT CAPS, CLOSET SWEEP, SEAT FLANGE AND GASKET. CLOSED FRONT TANK TYPE, PF1600 TANK SEAT, WHITE, WITHOUT COVER. PROVIDE 1/2" x 3/8" ANGLE STOP WITH OVAL HANDLE AND FLEXIBLE ADA COMPLIANT) RISERS. PROVIDE WITH MANUFACTURER'S PRESSURE ASSISTED FLUSHING SYSTEM. MOUNT PER ADA; TRIP LEVER ON WIDE SIDE. 1.6 GPF. WCO-1 WALL CLEANOUT JAY R. SMITH - - - - - TAPERED BRONZE PLUG AND STAINLESS STEEL COVER. SIZE TO MATCH WASTE PIPING, 2" 4472 MINIMUM. NOTES: 1. FIXTURES INDICATED AS ADA MUST COMPLY WITH ICC/ANSI A117.1. VERIFY EXACT NUMBERS, FIXTURES, DESIGNATIONS, LOCATIONS, CLEARANCES, AND MOUNTING HEIGHTS WITH ARCHITECTURAL PLANS. 2. ALL HW PIPING AND DRAIN LINES BENEATH ADA COMPLIANT LAVATORIES MUST BE INSULATED TO PREVENT BURNS. REF ARCHITECTURAL PLANS. INSULATE WITH MOLDED CLOSED CELL VINYL INSULATION - TRUEBRO OR EQUAL. 3. ALL ACCESS PANELS AND WALL BOXES SHALL BE RATED TO MATCH ASSEMBLY RATING. 4. REFER TO KITCHEN EQUIPMENT SUPPLIER PLANS FOR COMMERICAL KITCHEN FIXTURES AND FLOW RATES. Is. EQUIVALENT MANUFACTURERS: ENAMEL CAST IRON, VITREOUS CHINA, ACRYLIC: KOHLER, AMERICAN STANDARD, ELJER, CRANE, ZURN WARE, BEST BATH,LASCO, AQUAGLASS STAINLESS STEEL SINKS: ELKAY, JUST, DAYTON, KOHLER SERVICE SINKS: FIAT, BRADLEY, ACORN, STERN & WILLIAMS, E.L. MUSTEE FAUCETS: DELTA HDF, ELKAY, JUST, KOHLER, ZURN, AMERICAN STANDARD SHOWER VALVES, MIXING VALVES: POWERS, LEONARD, SYMMONS, MOEN TOILET SEATS: CHURCH, OSLONITE, BEMIS, SMITH ROOF DRAINS, FLOOR SINKS, FLOOR DRAINS, AND TRAPS: WATTS, ZURN, WADE, JOSAM WATTS BACKFLOW PREVENTION DEVICES, PRESSURE REDUCING VALVES: WILKENS, FEBCO, APOLLO/CONBRA CO TRAP PRIMERS AND SHOCK ABSORBERS: PPP, SIOUX CHEIF, SMITH GAS FIRED WATER HEATER SCHEDULE EQUIPMENT VOLUME NO. MANUFACTURER MODEL TYPE (GAL) WH-1, 2,3 AO SMITH BTH-199 DIRECT VENT, SEALED 100 COMBUSTION RECOVERY (GPH) FUEL 336 @ 70°F NATURAL RISE GAS ALTERNATE MANUFACTURERS: BRADFORD WHITE, RHEEM/RUDD, STATE, LOCHINVAR NOTES: 1. PROVIDE WITH 10 YEAR WARRANTY AND 1 YEAR PARTS WARRANTY. 2. SIZE INTAKE AND EXHAUST PER MANUFACTURER'S RECOMMENDATIONS. INPUT OUTPUT FLUE (MBH) (MBH) SIZE 199.9 193.9 (2) 3" PVC VOLT/PH/CY WEIGHT NOTES _ 120-1-60 1400 LBS PROVIDE COMPLETE WATER HEATER FOR SEALED VERTICAL DIRECT VENT OPERATION INCLUDING PIPING, MANUFACTURERS DIRECT VENT CONCENTRIC TERMINATION KIT, CNS-6 CONDENSATE NEUTRALIZATION KIT, AND 5 YEAR WARRANTY. PUMP SCHEDULE FLOW INLET DISCH ELECTRIC EQUIPMENT PUMP RATE HEAD SIZE SIZE IMPELLER NO. AREA SERVED LOCATION STYLE/CONST. FLUID TYPE RPM (GPM) (FT) (INCH) (INCH) DIA (INCH) HP VOLT.-PH.-CY. WEIGHT MANUFACTURER MODEL NOTES CPA, 2 HW RECIRC BOILER RM IN -LINE HOT WATER 1725 60 28 3" 3" -- 1.0 115-1-60 138 LBS B&G PD38 PROPORTIONAL PRESSURE CONTROL CIRCULATING PUMP. MOTOR SHALL BE PERMANENTLY LUBRICATED, REILIENT MOUNTED, FURNISH WITH CHECK VALVE, AQUASTAT AND TIMER. SP-1 ELEV. PIT ELEV. PIT SUMP WATER -- 50 20 2" 2" -- 0.4 115-1-60 10 LBS ZOELLER 940-0012 SUMP PUMP OIL GUARD SYSTEM, SIMPLEX, DUPLEX T N I P P RK Ge"I PAR KING' MW/ OIAERP- 0 15 4' 0.4 11 -1-60 0 L S ER P M S E L4 SUMP PUVP ITH BA KUP PLIMP'PRbVI15E ALL DRAINAGE GARAGE BACKUP ACCESSORIES INCLUDING ALARM, AND MANUFACTURER'S CUSTOM 36"DIA x 48" DEEP FIBERGLASS SUMP BASIN, WITH H-20 ACCESS LID, FOR A FULL INSTALLATION SP-3 PARKING LEVEL PARKING SIMPLEX SAN. WASTE -- 50 15 4" 2" -- 0.4 115-1-60 60 LBS LIBERTY PUMPS P372LE41 INTEGRAL SUMP PIT/PUMP. PROVIDE ALL ACCESSORIES FIXTURES GARAGE SUMP INCLUDING ALARM, FOR A FULL INSTALLATION SP-4 STORM WATER PARKING SUMP W/ STORM WATER -- 20 10 1-1/2" 1-1/2" -- 0.25 115-1-60 60 LBS LIBERTY PUMPS 240 SERIES PROVIDE ALL ACCESSORIES INCLUDING ALARM, AND GARAGE BACKUP MANUFACTURER'S CUSTOM 24"DIA x 36" DEEP FIBERGLASS SUMP BASIN, WITH H-20 ACCESS LID, FOR A FULL INSTALLATION NOTES: 1. PROVIDE ALL ANCILLARY COMPONENTS REQUIRED FOR A FULL INSTALLATION. MISCELLANEOUS PLUMBING EQUIPMENT SCHEDULE EQUIPMENT NO. DESCRIPTION MANUFACTURER MODEL NOTES ET-1 EXPANSION TANK AMTROL ST-42V 20 GALLON THERMAL EXPANSION TANK, 11.4 GALLON ACCEPTANCE VOLUME. FURNISH WITH ISOLATION VALVE AND DRAIN VALVE. MV-1 MIXING VALVE POWERS INTELLISTATION INTELLISTATION DIGITAL WATER TEMPERING AND RECIRCULATING SYSTEM. LFIS200 WAS 41741 O�F`sS� QISTTER N L 06/29/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www. dcengineering. net Phone:208.288.2181 Project:21 AMA01 N O O') p Z z O = Q W C 0 O O0 LLI z O > > 10 J Q J _� O � O (N I` z m F_ C:)LLI Z o U Q LU N U a REVISION DATE REASON FOR ISSUE C 02-08-22 CITY COMMENTS #03 D 01-07-22 SITE DEV. COMMENTS 5 03-25-22 RFI#20 11 06-07-22 RFI#27/CCD#2 13 06-27-22 RFI#41 PLUMBING SCHEDULES CONSTRUCTION SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P5.0 0 D 0 L c DISCHARGE SUPPLY PIPING BALL VALVE TO FIXTURES (TYPICAL) 1 INLET STRAINER W/ Li BLOW -DOWN VALVE �� 0 REDUCED PRESSURE TYPE 15 o BACKFLOW PREVENTER, z w �> _ 0 FIXED AIR GAP FITTING N Q WITH DRAIN TO FLOOR SINK INCOMING COLD WATER �I REDUCED PRESSURE BACKFLOW PREVENTER SCALE: NTS WASHING WATER HAMMER MACHINE BOX ARRESTOR WADE MODE' GALV. STEEL, PVC, OR FIBERGLASS COVER WITH 3.2" DIA. OPENINGS FOR IPES POWER CORD 4 .4 4 .4 4 .4 4 .4 4 LITTLE GIANT MODEL 6-SIM-R SUMP PUMP, 120V.-1PH., 1750 GPH@10'HEAD SUMP PUMP DETAIL SCALE: NTS DISCHARGE PIPE PIPE -SEE PLAN FOR CONTINUATION CONCRETE FLOOR SLAB 1-1/4" CHECK VALVE WITH BANDED CONNECTIONS 16" DIA. X 24" DEEP SUMP PIT CONTRUCTED OF A CORR. GALV. PIPE OR EQUAL OF PVC OR FIBERGLASS CONSTRUCTION 6" BED OF 3/4" CRUSHED GRAVEL FINISHE BRASS CLEANOUT D PLUG W/ COUNTER GRADE SUNK HEAD. (TYPICAL) 12"x12"0-1/2" THICK CONC. PAD TROWEL SMOOTH AND EDGE. (TYPICAL) WASTE LINE, LENGTH TO SUIT. (TYPICAL) 1/8 BEND 1/8 BEND 2 WAY SANITARY CLEANOUT FITTING WASTE LINE DOUBLE GRADE CLEANOUT DETAIL SCALE: NTS HOSE 2" VENT BIBBS INDIRECT DRAIN PIPING - \T 3" WASTE CLUSTER CLOSELY MANUFACTURERS OUTSIDE TOGETHER CONCENTRIC VENT WALL BY CONTRACTOR FLASH &SEAL PENETRATION WATER TIGHT VENT REDUCING z a COLD FLOOR BUSHING INTAK WATER HOT o ° a v AIR WATER 2 AIR GAP EXHAUST AIRS EXHAUST AIR INTAKE AIR a 18" MIN. INDIRECT INTAK ABOVE '� WASTE DRAIN ELBOW CLAMP a FINSHED z_ Q 2" TRAP AND � '- E WASTE PIPE 2" VENT OR FLOOR SINK p�� GRADE co GR/�DE FLOOR - TRp, a aP I I=1 I I—III=1 I I —I 1I- P III—III=III—III=I 3" WASTE ARM - WASTE WASHING MACHINE PLUMBING DETAIL INDIRECT WASTE DRAIN DETAIL 7 CONCENTRIC VENT THROUGH WALL DETAIL SCALE: NTS V SCALE: NTS SCALE: NTS ROOF MEMBRANE W/ I CAST IRON DOME STONE BALLAST CAST IRON DOME INSULATION INTEGRAL WITH ADJUSTABLE COLLAR FLASHING RING ATTACHED TO BODY lw.�Ro.� o as B oho m° ab sa�aFd I A os o$ o °�° oc ao o °ag ° -o ° °ati atcA,Po I I STEEL DECK Le LIP I I REVERSIBLE DECK COLLAR STAIR -STEP ADJUSTMENT I UNDERDECK CLAMP CONNECT PIPE AFTER FINAL CONNECT PIPE AFTER FINAL ADJUSTMENT IS MADE ROOF DRAIN BODY ADJUSTMENT IS MADE ROOF DRAIN BODY PRIMARY ROOF DRAIN n PRIMARY/OVERFLOW ROOF DRAIN DETAIL V SCALE: NTS 62.5" A �.�,• �.�-,ice 1 r ,�-�� �-,�� �.�,r� �-.� A ��-,• �� � r�i• ,yam �,�,. �,y � ri GALVANIZED DIAMOND COVER PLAN PLATE COVERS WITH BOLT —DOWN LOCKS PROVIDE GASKET SEALED CAP FOR OUTLET TEE, FOR INTERIOR INSTALLATION ONLY 1.5"-5" 3.5" ADJUSTMENT SLOTS ADJUSTABLE PROVIDE GASKET .11 SEALED CAP FOR INLET INLET TEE, FOR f SAMPLING TEE INTERIOR INSPECTION/SAMPLING INSTALLATION ONLY BAFFLES TEE — SEE NOTE 3 INLETE WATER LEVEL OUTLET o GRIT/SLUDGE a RETAINER WEIR e c co co 2.75" - I 17.5" 8" 22.5" 14.5" - r r NOTES: SECTION A —A 1. USE UTILITY VAULT COMPANY INC. MODEL #25—SA OR EQUAL. PRECAST VAULT SHALL HAVE KNOCKOUTS AT ALL PIPE OPENINGS. IF KNOCKOUTS ARE NOT PRESENT, THEN PIPE OPENINGS SHALL BE CORE —DRILLED. PIPE OPENINGS SHALL BE 2" LARGER THAN THE PIPE DIAMETER. 2. LOCATE VAULT WITHIN 20' OF DRIVE FOR ACCESS BY MAINTENANCE VEHICLES. 3. PVC INSPECTION AND SAMPLING TEE SHALL BE A MINIMUM OF 6" OR MATCH OUTLET PIPE, WHICHEVER IS GREATER. INSTALL GASKETED CAP ON TOP OF THE SAMPLING TEE, FOR INTERIOR INSTALLATIONS ONLY. 4. FILL WITH CLEAN WATER PRIOR TO START—UP OF THE SYSTEM. 5. GRAY AND BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 6. PIPE CONNECTION TO VAULT: KOR—N—SEAL OR EQUAL FOR CORE —DRILLED OPENINGS, OR SAND COLLAR FOR KNOCKOUT OPENING. SEAL ALL PIPE CONNECTIONS WITH NONSHRINK GROUT. 7. INTERIOR OIL/WATER SEPARATORS SHALL HAVE VENTING PER LATEST EDITION OF UNIFORM PLUMBING CODE REQUIREMENTS. 8. PRIOR TO STARTUP, OIL/WATER SEPARATOR SHALL PASS 1 % PER DAY LEAK TEST WHERE ONLY A MAXIMUM OF 1 % OF DEAD STORAGE REDUCTION IS ALLOWED WITHIN A 24 HOUR PERIOD PER THE UNIFORM PLUMBING CODE (LATEST EDITION) 9. ACCESS LID SHALL HAVE SLIP RESISTANT TREATMENT. 4 A SAND AND OIL INTERCEPTOR DETAIL `* SCALE: NTS OVERFLOW ROOF DRAIN "AIMn ❑I nn1/ MIRO SPACEF REQUIR LAY 2" SIDE VIEW FRONT VIEW TOP VIEW 11 MIRO BLOCK DETAIL SCALE: NTS AQUASTAT (IF REQUIRED BY CODE) FOR CONTROL OF PUMP FLOW y STRAINER REDUCING TEE IN -LINE CIRCULATING PUMP (SEE SCHEDL BALL VALVE OR LUG BUTTERFLY VALVE 0 RECIRC PUMP DETAIL V SCALE: NTS HORIZONTAL PIPING CHART PIPE SIZE PIPE SUPPORT DISTANCE 1 /2" 6' 3/4" 8' 1 " 8' 10, 1-1/2" 10, 2" 10, 12"x12"0-1 /2" THICK CONC. PAD TROWEL SMOOTH AND EDGE. (TYF"^"' WASTE LIN LENGTH T( SUIT. (TYPI 1/8 BEND WASTE LIN GRADE CLEANOUT CLEANOUT DETAILS SCALE: NTS GROUND JOINT UNION — FOR CONTINUATION AND SIZE, SEE FLOOR PLAN - - UNION DIAL TYPE PRESSURE GAUGE (0-100 PSIG) CHECK VALVE FROM GAS THREADED CLEANOUT CAP (LINE SIZE) FLOOR CLEANOUT CHROME WALL COVER AND SCREW WALL CLEANOUT SINGLE PLY ROOF JACK FURNISHED AND INSTALLED BY ROOFING CONTRACTOR. SEAL WATERTIGHT TO VENT STACK. FINISHE D FLOOR ND MAY EXTEND AS WASTE OR VENT. PLUGGED TEE W/ CLEANOUT FINISHE D FLOOR ND 3" VTR \ 2" VENT STACK — I NOTE: LOCATE VENT A MINIMUM OF 10'-0" FROM ANY AIR INTAKES. 9 VENT THROUGH ROOF DETAIL SCALE: NTS SUPPLY GAS COCK (TYPICAL) MANUAL SHUT-OFF VALVE WITH AN 1/8" N.P.T. PLUGGED TAPPING ACCESSIBLE FOR TEST GAGE CONNECTION TO BE INSTALLED UPSTREAM OF THE GAS SUPPLY CONNECTION TO THE APPLIANCE. F/ FLEXIBLE STEEL 6" TRAP CONNECTION TO (DRIP LEG) EQUIPMENT/ CONTROLS 12 GAS CONNECTION DETAIL SCALE: NTS MEMBRANE ROOFING MATERIAL RIGID ROOF INSULATION METAL DECKING VVI I I IIIV UUILUIIVl7 LIVVLLUrL TRAP PRIMER DETAIL SCALE: NTS RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S �� �O of WASMi� 41741 GIST NAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. wwW.drengineering.net Phone:208.288.2181 Project:21 AMA01 CD 04 O CD 0) p C] z z_ 0 = Q 0 W o O 0 0 z 0 ; > J Q J �_ p N ti z m p W z N `/) Q Q LU cal U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 B 10-28-21 CITY COMMENTS #02 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING DETAILS GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NMMBER P6.0 f 0 D 0 L Single Valve IntelliStation 331/4" [844mm] - 20 1/8" [511 mm] Mixed aW er Outlet Return [86mm] 1 MIXING VALVE DETAIL SCALE: NTS [301 mm] [210mm] NOTES 1. PROVIDE ONE (1) 3" INTAKE AND ONE (1) 3" EXHAUST VENT FROM EACH WATER HEATER. SEE MANUFACTURER'S VENTING GUIDELINES. ROUTE AND COORDINATE FINAL THRU ROOF TERMINATION POINT AND ROOF PENETRATION WITH ARCHITECT AND ROOFING CONTRACTOR. UTILIZE CONCENTRIC VENT KIT. MAINTAIN MINIMUM EIGHT (8) FEET DISTANCE FROM VERTICAL WALLS AND MINIMUM CODE REQUIRED CLEARANCES. UTILIZE 45° ELBOWS. 2. RECIRCULATION FOR TEMPERED HOT WATER TO CONNECT TO SYSTEM IN EXACT SEQUENCE AND CONFIGURATION PER MIXING VALVE MANUFACTURER. 3. PROVIDE A.O. SMITH "CNS-6" NEUTRALIZING FILTER FOR ALL WATER HEATER CONDENSATE DRAINS. ROUTE TO FLOOR SINK. 4. PROVIDE ALL PIPING AND VALVING FOR THE OPTION OF A FUTURE 4TH WATER HEATER. 3/4" CW - - - 2" CW - - -- 3" CW -- - - - 4" CW - � I � I 0 0 24w H T THERMOMETER 1" 140°F HOT WATER COMMERCIAL - 1" HW (1°) [ --� DISHWASHER AND COMMERCIAL LAUNDRY. - 4" HW (1200°) -- --� 4" 120°F HOT WATER REDUCER AT EACH CP CONNECTION TO REDUNDANT RECIRCULATION MIXING VALVE 1 n PUMP BY-PASS ASSEMBLY g CP P6.0 1 1-1/4" HWR 4" J10 \-1" BALL VALVE N.O. N.O. 21 GPM 1-1/4" 120°F HOT WATER RETURN 4" COLD WATER TO BUILDING. j-- -- -- -- -- -- 4" HW (140°) -- -- 4" HW (140°) --- I 24" 4 --- 4" HW (140°) -- -- -- 3" HW (140°) --- - 2" HW 140 2" PRV i i I i TYPICAL 4 U CO u NG (T' WC) u NG (7" WC) u NG (7 WC) I u NG (7" WC) I U U U U (V CV (V (V P4 (TYP) FUTURE 4 WH 2H 3H 4 WATER j HEATER I i 1 RPB-1 - 1 7 12 ET C I 0 P6.0 c 1 P6.0 (TYP) C I C I cr 1 5" C I (TYUT P) yl C I C I C I� P6.0 DISCHARGE FULL J SIZE TO FLOOR SINK 3/4" (TYP) (TYP) 3" CONCRETE HOUSEKEEPING PAD 5" WATER SERVICE (TYP) 3 FROM UTILITY 2 BOILER ROOM PIPING & WATER HEATER INSTALLATION SCALE: NTS Qaa Qaa as 2 6 3 sCOMPONENTS: 3 aaQ a; Q aaoa as 1. EYE ROD Vr2 1 2. FLAT WASHER COMPONENTS:3. HEX HEAD CAP COMPONENTS: 1. DROP IN ANCHO SCREW 2 1. CLIP � 2. SPRING CLIP 4. ADJUSTABLE (CEILING FLANGE CEILING PLATE5. HANGER RING 2. HEX NUT (OPTIONAL) DROP -IN 3. LOCK NUT 4 3. WOOD SCREW 4. HANGER ROD 5. ADJUSTABLE 3. HANGER ROD 4. ADJUSTABLE HANGER RING ANCHOR 6. HEX HEAD LAG 4 SCREW � 5 4. HANGER ROD HANGER RING 3 7. EXPANSHION 5. ADJUSTABLE CASE HANGER RING 5 8. LOCK WASHER 6. STEEL BEAM 4 in 9. HEX NUT OR BAR JOIST STANDARD C-CLAMP PIPE HANGER CLIP PIPE HANGER CONCRETE PIPE HANGER FASTEN TO WOOD, CONCRETE, BLOCK, OR - STEEL WELD TO STEEL (OPTIONAL) 2 3 5 - 1 6 2 5 3 1 \ 1 4 7 COMPONENTS: 1. POWDER -DRIVEN STUD COMPONENTS: h 1. WALL BRACKET 1 FOR WOOD FOR BRICK COMPONENTS: 2. ROD COUPLING ,_ I 2. HEX NUT 2 a 5 2 1 1. HEX NUT 2 3. HANGER ROD 4. ADJUSTABLE 3. LOCK WASHER 3 a ? a�-� 3 \ 2. LOCK WASHER 3. HANGER ROD HANGER RING 4. FLAT WASHER 6 5. TRANSITION ROD 6. ROD COUPLING o.� 9 3 ]� 4 4. ADJUSTABLE HANGER RING 5. STEEL BEAM 3 I� 1 7. HANGER ROD 7 / 8. ADJUSTABLE HANGER RING 1 �� '-�� 1 8 OR BAR JOIST 4 ! FOR CONCRETE FOR STEEL 8 0 BEAM PIPE HANGER STUD TYPE PIPE HANGER WALL BRACKET PIPE HANGER EYE ROD PIPE HANGER 3 PIPE HANGER DETAIL SCALE:NTS 1-1/4" NG (7" W.C.) ADDITIONAL, 400 MBH 207' FROM METER FOR INTERIOR REGULATORS, PROVIDE VENTLESS GAS REGULATOR, IN ACCESSIBLE LOCATION (TYP-ALL). 3/4" NG (2 PSI) 3/4" NG (2 PSI) U U OUTDOOR 100' FROM 126' FROM FIREPLACE, UH-1, METER C METER C 40 MBH, 33 MBH, z z 6' FROM REG 3' FROM REG - O O T U U U) ID ID ccl CO MAU-1, DOAS-1, C7 00 225 MBH, 133 MBH, 104' FROM z M 3' FROM REG 3' FROM REG z z METER M M M 3/4" NG (2 PSI) 3/4" NG (2 PSI) 3/4" NG (2 PSI) [73 MBH] 1-1/2" NG (7" W.C.) 84' FROM METER [1,093 MBH] 1" NG (2 PSI) 1" NG (2 PSI [1,093 MBH] [1,112 MBH] U U U U U %- PROVIDE ACCESSIBLE - - - EMERGENCY GAS PRESSURE a MANUAL SHUT-OFF VALVE - C v SHUT-OFF REGULATOR TO REGULATE UPSTREAM OF ANY GAS C� VALVE GAS PRESSURE FROM TO 2 C7 REGULATOR (TYP-ALL) z z z z z z z z PSI TO 7" WC (TYP ALL) z � 95' FROM METER M M M M r T 1-1/4" NG (7" W.C.) 1" NG (2 PSI) 1-1/2" NG (7" W.C.) [971 MBH] � [796 MBH] FRYER, RANGE, CHARBROILER, CONVECTION CONVECTION 3/4 NG (2 PSI) U U U U 90 MBH 307 MBH 72 MBH STEAMER, OVEN, BASIS OF DESIGN: 77' FROM b 25' FROM REG 22' FROM REG 16' FROM REG 70 MBH 100 MBH 2O18 IFGC SECTION 402.4 METER 3/4" NG (2 PSI) 13' FROM REG 10' FROM REG TABLE 402.4(2) PRESSURE LESS THAN 2 PSI TABLE 402.4(5) 2 PSI PRESSURE v z z z z C7 C7 z v CONTRACTOR TO VERIFY EXACT GAS INPUT FOR Nco i i i ALL APPLIANCES AND EQUIPMENT WITH OWNERS _L PROVIDE FULL BORE REPRESENTATIVE PRIOR TO ANY PIPING. NOTIFY ID ID ID ID SHUT-OFF ENGINEER WITH ANY DISCREPANCIES FUTURE DRYER, WATER WH-3, WH-2, WH-1, 175 MBH, HEATER, 199 MBH 199 MBH 199 MBH, GAS METER BY S FROM REG 199 MBH 23' FROM REG OTHERS, SIZED FOR 1-1/2" NG (2 PSI) 2,441 MBH @ 207'-0" [2,441 MBH] GAS PIPING SCHEMATIC SCALE: NTS RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S rp, �O of WASMi� l� 41741 GISTER��\� FSS/oNAL �� 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 (D 04 O 00 cy) p 0 Z z O= Q 0 W o LL o 0 0 0 Z O ; > J Q J �_ O -0 p 04 - o I` Z m F_ p W Z N U) Q LU Q (�I U a REVISION DATE REASON FOR ISSUE 4 01-03-22 ADDENDUM #03 A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING DETAILS GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 SHEET NUMBER P6.1 3" VTR (MIN.) I J J IJ N I- I 1-1/2"V I O > N p (V W _ CV 1-1/2"V �> O > N� (V (n N CV I 1-112" V � `> I � O > N� (V Cn N M I 1\ ` 1-112" V `> I 0 I > co (V W CN 7 u J ll c 5' 15 WFU 'VTR (MIN.) I N I- I 2 V I (Di I Z� N Cl) 2" V 1 `> GD1 1 I NL N Ch I � 2" V � `> I� WC I Cn U- C"i Ch I � 2" V 1 `> j WC I 0 cn N co N I I` 2" V �r > I WCO WC 3" SS / 3 WFU / 3" VTR (MIN.) cV r� I 1-1/2"V �� 1 I � I I I BTISH I > U) N CV N I I r.� 1-1/2" V I BTISH >Cn C_n LL_ N N r. BTISH I I > cn=) W N I CV I r.� BTISH I I I > W� �U_ N I N W I` `> 2" V I WCO �DBT/SH /''] 2" SS / 2 WFUTf / 10 WFU '0010 WFU LAVATORY WATER BATH TUB/ KITCHEN 1 RISER 2 CLOSET RISER 3 SHOWER RISER 4 SINK RISER SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 3" VTR (MIN.) 1-,� 1-1/2"Vibolo� 1 I > Cn (V Cn N � 0 I > C/)=) LJ- (V (n N N I 1-112"V � `> I� 0 > Cl)� CV Cn N M 4V LAVATORY 8 RISER SCALE: NTS 3" VTR (MIN.) cq 2"V I WC I Cn N CO C' 2" V 1 `> WC I I NLJ_ N co 2" V 1 `> WC I co N� N CO I I` 2° v > I WCO WC 3" SS / 3 WFU / 12 WFU WATER 9 CLOSET RISER SCALE: NTS 8 WFU 3" VTR (MIN.) JAL Cq r� 1-1/2" V I I i BUSH I > Cn N (V N I I r.� I BTISH I > U) N N I r.� 1-1/2" V I `> I BTISH r1 > N I I` 2" V ` BTISH co �� N CO BATH TUB/ (� SHOWER RISER V SCALE: NTS 3" VTR (MIN.) JAL Cq I�� I 1-1/2"V I I 1 I KS I I > W N (V I `, I � 1-112" V � `> I� KS (V Cn N � I I I � 1-112"V � `> I? KS I > Cn CV Cn N co I I` 1-1/2" V r I GD 2" SS / 2 WFU / 8 WFU KITCHEN 11 SINK RISER SCALE: NTS 15 WFU " VTR (MIN.) cV I� I 2"V �� 1 y 1 WB I > `� -" CV CV I� 2" V � `> WB I > CLL (V CV co I� 2" V � `> WB I I > Cn LPL N <,•) I� 2" V � `> WB I > LL W� N CO C'j I I` 2" V `> WASHER 5 BOX RISER SCALE: NTS 3" VTR (MIN.) JAL i I� 2"V �� 1 y I WB I I > Cn N N M I� 2" V WB I I > "' N (V O I� 2" V � `> WB I I � > (n N M I` 2" V `> WCO WCO � I WCO WB 2" SS / 3 WFU / 12 WFU MW WASHER 12 BOX RISER SCALE: NTS I I 1-1/2"V �y o CD > N L.L (V CV o 1-1/2" V I o I I I > L N (V 11 0 1-1/2"V I Y I O I I > fn � (V W3: j co co i o 1 1 /2" v r I ol� 10 WFU 6 LAVATORY RISER SCALE: NTS 3" VTR (MIN.) JAL I N r� I 1-1/2" V 1 I i I I FDIFS I > U- N co O I I r. I FDIFS I � > � LL N Cl) I O I r.� 1-1/2" V `> I \� I FDIFS M O FDIFS I WCO HFD/FS 3" SS / 0 WFU / 0 WFU FLOOR DRAIN/ 13 SINK RISER SCALE: NTS I co I WC 2"V WC I Cl) co 2"V �`v1 oWC� , > WLL M N I 1 WC 2" V WC 1 I p N co I I WC 1 � 1 2" V I r OL ",IT WC I > Cn N co N I I WC I 'Q WC 1 / I I WCO 3" SS 6 WFU 30 WFU WAT E R 7 CLOSET RISER SCALE: NTS 3" VTR (MIN.) JAL CV r� I 1-1/2"V �� 1 I `1 1 i EFD/FS I > ALL N Ch O I I r. I FDIFS I I > co N <� O I r. I FDIFS I > Cn N <) O I I` 2° v > FDIFS 0 WFU FLOOR DRAIN/ 14 SINK RISER SCALE: NTS 3" VTR (MIN.) JAL cli I I�� I 1-1/2"V 1 I I SS I > 0 N (V I N I I I SS > Cn (V Cn CV I I� SS > Cn N Cn j N co I I` 1-1/2" V _�_�r' I WCO SS 2" SS / 2 WFU / 2 WFU MW SERVICE 15 SINK RISER SCALE: NTS PLUMBING GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER -FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER -FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY, DOMESTIC, AND GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. 3. CONTRACTOR TO VERIFY INVERTS OF MANHOLES AND DOCUMENT WHETHER BACKCHECK VALVE IS REQUIRED. 4. PROVIDE ISOLATION VALVES ON ALL PLUMBING FIXTURES AND EQUIPMENT FOR SERVICE. 5. PROVIDE CLEANOUTS ON ALL BRANCH PIPING OVER 8' IN LENGTH AND CHANGES IN DIRECTION OF 135° OR MORE. 6. DOMESTIC PLUMBING MAINS TO BE COPPER IF OVER 2". 7. PROVIDE 8' SUDS RELIEF OFFSET ON SUD PRODUCING RISERS. SEE SHEET P6.2 FOR DETAIL. 8. ROUTE PLUMBING AS CLOSE TO THE PARKING CEILING AS POSSIBLE. SLOPE AT 1/4" PER FOOT. VENT PIPING SIZING TABLE TO COMBINE VENTS FOR MINIMAL VENT THRU ROOF PENETRATIONS, USE THE FOLLOWING FIXTURE VENT FIXTURE UNITS WATER CLOSETS 3 LAVATORIES 1 BATHTUB 2 KITCHEN SINK 2 CLOTHES WASHER 3 PIPE MAX. FIXTURE UNITS REMARKS 4" 256 3" 84 2-1/2" 48 2" 24 1-1/2" 8 DO NOT USE FOR WATER CLOSET COMBINED VENTING SCHEDULE NOTE: AT CONTRACTORS OPTION, VTR'S MAY BE COMBINED PER THE COMBINED VENTING SCHEDULE ON THIS SHEET. THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATING/ VERIFYING COMBINED VENTS. NOTE: CONTRACTOR TO COORDINATE EXACT PLACEMENT OF WCO IN PRIVATE BATHROOMS W/ARCHITECT AND GENERAL CONTRACTOR PRIOR TO INSTALLATION. PROVIDE RATED CLEANOUT WHEN LOCATED IN RATED WALL. (TYP ALL UNITS) RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S �� r � 41 741 1p FSS/ONAL 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. DC ENGINEERING Careful listening. Dynamic solutions. www.drengineering.net Phone:208.288.2181 Project:21AMA01 CD CV O TOT M O 0 Z z_ O= Q 0 W o O LULU � � z O LLI > J > J o O -0 CD p N — o i z m W Z N U' QLU cal U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING RISER DIAGRAMS GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 MBER p i o 1.0 CW F.U. 1.0 HW F.U. N U LL = N = N o N � 1/2" HW O 1l2" CW 1.0 CW F.U. 1.0 HW F.U. 0 1.0 CW F.U. 1.0 HW F.U. 1/2" CW 1/2" HW O 1/2" CW 1.0 CW F.U. 1.0 HW F.U. G1�1. LL M o � U = N N 0 1.0 CW F.U. 1.0 HW F.U. 1 WC 2.5 CW F.U. WC 2.5 CW F.U. WC 2.5 CW F.U. WC 2.5 CW F.U. DOMESTIC WATER LAVATORY RISER 2 SCALE: NTS U " 1/2" CW 1/2" CW 1/2" CW LL U �¢I M o U (V WC 2.5 CW F.U. NOTE: SOME RISERS WILL ONLY APPLY TO 4 FLOORS AND THE 5TH FLOOR PIPING SEGMENT DOES NOT APPLY. C v l B TISH 4.0 CW F.U. 4.0 HW F.U. N U Z:5 Z N 1/2" CW BTISH 4.0 CW 4.0 HW 1/2" CW BTISH 4.0 CW F.U. 4.0 HW F.U. 1/2" HW 1/2" CW BTISH 4.0 CW F.U. 4.0 HW F.U. � U = N (V BTISH 4.0 CW F.U. 4.0 HW F.U. DOMESTIC WATER WATER CLOSET RISER 3 SCALE: NTS C v l KS � 1.5 CW F.U. 1.5 HW F.U. I/C KS 1.5 CW F.U. 1.5 HW F.U. KS 1.5 CW F.U. 1.5 HW F.U. `I U co o U L� V U CO Lq 1/2" CW 1/2" CW 1/2" HW 1/2" CW KS 1.5 CW F.U. 1.5 HW F.U. � U = N N KS 1.5 CW F.U. 1.5 HW F.U. DOMESTIC WATER BATHTUB/SHOWER RISER 4 SCALE: NTS WB �� 4.0 CW F.U. 4.0 HW F.U. N U N o M 1/2" HW 1/2" CW WB 4.0 CW F.U. 4.0 HW F.U. `I U i U co o WB 4.0 CW F.U. 4.0 HW F.U. 1/2" CW 1/2" HW 1/2" CW WB 4.0 CW F.U. zz; 4.0 HW F.U. 3: Li G`N DOMESTIC WATER KITCHEN SINK RISER 5 SCALE: NTS N � o � U = N N WB 4.0 CW F.U. 4.0 HW F.U. SS 3.0 CW F.U. 3.0 HW F.U. N U N Li = o M 1/2" HW 1/2" CW SS 3.0 CW F.U. 3.0 HW F.U. SS 3.0 CW F.U. 3.0 HW F.U. SS 3.0 CW F.U. 3.0 HW F.U. DOMESTIC WATER WASHER BOX RISER 6 SCALE: NTS I � o 1/2" CW 1/2" CW Li N � o G � U = N CV SS 3.0 CW F.U. 3.0 HW F.U. SERVICE SINK RISER SCALE: NTS RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S M �O �F WASMi� 41741 �FSS/oNALR��G�� 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. MJFA� DC ENGINEERING Careful listening. Dynamic solutions. www.dcengineering.net Phone:208.288.2181 Project:21 AMA01 CD CV O 00 ICY) p 0 � Z z O = Q 0 W o O O0 0 Z O > > J Q J O -0 0f p N - o i z m I- 0 W Z N U Q Q LU cal U a REVISION DATE REASON FOR ISSUE A 08-20-21 CITY COMMENTS #01 RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING RISER DIAGRAMS GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 MBER p 1. Floo'CeiIin Assembly -The solid or trussed Iumberjoistfloor-ceilin assembly shall be constructed of the materials and in the manner 9 Y 1 9 Y P 1. Floor Assembly- The l hr fue rated wood truss or combination wood and steel truss FloorCeilin assembly shall be constructed of the materials and in the Y 9 Y 1.Floor-Ceilin Assembly -The l hr fuewrated solid or trussed Iumberjoistfloor-ceilin assembly shall be constructed of the materials and in the manner in 9 Y 1 9 Y P 1. Floor-CeiIin Assembly -The solid or trussed Iumberjoistfloor-ceilin assembly shall be constructed of the materials and in the manner 9 Y 1 9 Y P * NOTE in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory.The eneral construction details of the floor -ceiling assembly are 9 99 9 Y *NOTE manner described in the individual L500 Series Design in the UL Fire Resistance Directory, as summarized below: 9 ry� *NOTE the individual L500 Series Floor-CeilingDesigns in the UL Fire Resistance Directory.The enrol construction details of the floor -ceiling assembly are summarized 99 9 Y *NOTE in the individual L5L0 Series Floor-CeilingDesigns in the UL Fire Resistance Directory. enrol construction details of the floor -ceiling assembly are 9 ry 9 9 Y THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE summarized below: THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture' as specified in the individual Floor -Ceiling Design. THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE belm THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE summarized below: RESISTANCE DIRE T DIRECTORY. C 0 A. Flooring System or plywood subfloor with finish floor plywood or Floor Topping Mixture as specified in the individual Fluor-Ceilin DesignDiamcto 9 Y PY� ,PYv+ PP 9 Pe 9 sopening RESISTANCE DIRECTORY. nin shall be ual to or maziin. 25 mama larger than the outside diam of nonmetallic pipe Ilem3and4. sa ( ) 9 PP I ) RESISTANCE DIRECTORY. AFlcorin System or plywood subPcor with finish floor of lumber, plywood or Floor Topping Mizlure`ass eeified in the individual Floor -Ceiling Design. s Ys Prw ,PYw PP s P s 9 RESISTANCE DIRECTORY. A. Flooring System plywood subfloor with finish floor plywood or Floor Topping Mixture`nss eeified in the individual Floor -Ceiling g Y PY� ,PYv+ PP 9 P s Diam of opening shall min 518 in. (I6 mm) to max 1-0)8 in. (29 mm) larger than non pipe diam. B. Joists - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members` with bridging as Max diam of opening is 5 in. (127 mml. Design. Max diam of opening is 5.112 in. (140 mml. B. Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members` with bridging required and ends firestopped. B. Woad Joists- Nom 10 in. (254 nm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members` with bridging as B. Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members` with bridging as required and with ends firestopped. C. Gypsum Board' - Nom 4 fl (122 cm) wide by 5r8 in. (16 mn) thick, attached as described in the individual Floor -Ceiling Design. required and with ends firestopped. as required and with ends firestopped. C. Gypsum Board' - Nom 4 fl (122 mm) wide by 518 in. (16 mm) thick as specified in the individual Floor -Ceiling Design. Diam of opening shall min 518 in. (16 C. Gypsum Board` - Nom 4 fl (I22 cm) wide by 518 in. (16 mm) thick as specified in the individual Floor -Ceiling Design. Max diam of opening is 5 in. (I27 mml. C. Gypsum Board' - Nom 4 fl (122 cm) wide by 518 in. (16 mm) thick as specified in the individual Floor -Ceiling Design. Max tliam of opening is 51)2 in. (140 mn) to max 1-118 in. (29 mm) larger than nom pipe diem. 2. Chase Wall - The through penetrant (Item No. 3) shall be routed through a 1 hr fire -rated single, double or staggered wood sludslgypsum wallboard chase wall mi constructed of the materials and in the manner specified in the individual U300 Series Wall and Patlition Designs in the UL Fire Resistance Directory and shall 1.1 Chase Wall (Optional, not. shown) - The through penetrants (Item No. 2) may be routed through a fim,rated single, double or staggered wood studlgypsum board - - System No. F C 2241 1.1 Chase Wall - (Optional, not.shown) - The through penetrants (Item No. 2) may be routed through a toe -rated single, double or staggered wood stutllgypsum board having fire that the Poor The be the in the System No. F-C-2134 include the following construction features: chase wall having a fire rating consistent with that of the floor -ceiling assembly. The chase wall shall be constructed of the materials and in the manner specified in the individual U3iXl Series Wall Partition Designs in the UL Fire Resistance Directory include the following features: 1.1 Chase Wall (Optional, not. shown) - The through penetrants (Item No. 2) may be routed through a tre-rated single, double or staggered wood stutllgypsum board having that ctthe floor The be ctthe in the chase wall a rat! ngconsistent with of-wiling assembly. chase wall shall constructed of materials and manner System No. F-C-1095 y and and shall construction chase wall aloe rating consistent with -ceiling assembly. ohm wall shall constructed materials and manner 18, 2005 Mayp specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: p May 18, 2005 A. Stud s-Nom2by6 in. (51 by 152 mm) or double nom 2 by 4 in. (51 by 102 mm) lumber studs. B. Sole Plate-Nom2(51 mn)by6in. (51 by 152 mm) or parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly butted. p May 18 2005 AStuds -Nom 2 in. by6in. (51 mm by 152 mm)or double nom2 in. by 4 in. (51 mm by 102 mm) lumber studs. B. Sole Plate - Nom 2in. by6in. (61 mm by 152 mn)or parallel in. by4in. (61 mm by 102 mn)lumber plates, tightly butted. Max diam of opening is 5 in. (127 System No. F-C-1094 specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs in. by 152 double 2 by 4 in. by 102 lumber C. Top Plate- The double lop two 2 by 6 in.by 152 two 2 by 4 in.by 102 lumber tightly Y F Ratio - 1 Hr g -Nom2by6 (51 mm) or nom (51 mm) studs. B. Sole Plate - Nom 2by 61n.(51 by 152 mn) or parallel 2 by 4 in. 51 by (102 mm) lumber plates tightly butted. Diam of opening shall min 518 in. (16 mn)to - F Ratio 1 Hr g plate shall consist of nom (51 mn) or sets of parallel (51 mn) plates, butted. Diam ofo enin shall be equal to or maxim. 25 mama larger than the outside tliam of nonmetallic pipe or Item3. opening q ( 9 P - F Rating 1 Hr mml. C. TO Plate double late shall consist of two nom2in.b bin. 5l mama 152 mama or two sets of parallel 4in. 51 mm 102 mama lumber plates, P PP Y ( by P Y ( Y �A p May 18, 2005 A. Studs -Nom2in. by6in. (61 mn by 162 mm)or double nom 2 in. by 4 in.(61 mm by 102 mm) lumber studs. , in. larger than diem. D. Gypsum Board'-Thickness,type, layers fasteners be in individual Wall Partition Design. 9 tightly butted. Max diam is 5 in. B. Sole Plate by6in. by 162 2 in. by4in. by 102 lightly butted. Max diam is 5112 in. T Ratio - 0 Hr g max1-118 (29 nml nom pipe C. Top Plate- The double top plate shall consist of two nom 2 by 6 in. (51 by 152 mm) or Iwo sets of parallel 2 by 4 in. (51 by 102 mm) lumber plates, tightly - T Rating 3/4 Hr number of and shall as specified and T Rating - 3/4 Hr of opening (127 mn). D. Gypsum Board-Thickness,type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. F Ratio - 1 Hr 9 -Nom2in. (51 mn mm)or parallel (51 mm mm)lumber plates, of opening (140 mm). bulled, Diam of opening shall min 518 in. (16 mm)to max l-1)8in. (29 mn) larger than nom pipe diam. 3. Through Penetrant -One nonmetallic pipe to be installed within the fueslop system. Pipe to berigidly supported on both sides offloor-ceiling assembly. The C.Top Plate-Thedoubletopplaleshallconsistottwonom2in.by6in(5lmmby152mm)ortwoeelsotparallel2in.by4in(5lmmby102mm)lumher D. Gypsum Board'-Thickness,type, number of layers and fasteners shall be as specified in individual Wall and Patlition Design. annular space between pipe and periphery of opening shall be min Din. (pointwntact) to max 112 in. (D to max 13 mm).Pipe may be installed with continuous 2. Through Penetrants -One or more metallic pipes,conduits, tubes or flexible metal pipes installed concentrically or eccentrically within opening. Annular space T Rating - 1/4 Hr plates, tightly butted. Max diam of opening is 5-112 in. (140 mi point contact. The following types and sizes of nonmetallic pipes may be used: between penetrants and periphery of opening to be min 0 in. (point contact) to max I.L2 in. (0 mm to max 38 mml. Space between penetrants to be min 114 in. to D. Gypsum Board' - Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Patlition Design. 2. Through Penetrants- One nonmetallic pipe or conduit installed eccentrically or concentrically within opening. Annular space between penetrant and periphery max 2 in. (6 mm to max 51 mm). Penetrants to be rigidly supported on both sides otfloor-ceilling. The following types and sizes of penetrants may be used: of opening to be min 0 in. (point contact) to max 1.1)8 in. (0 to max 29 mm) Penetrant to be rigidly supported on both sides of wall. The following types and sizes A. Polyvinyl Chloride (PVC) Pipe - Nom 4 in. (IO2 mm) tliam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, 2. Through Penetrants- One or more metallic pipes, conduits, tubes or flexible metal pipes installed concentrically or eccentrically within opening. Annular space of penetrants may be used: waste or vent) piping system. A Steel Pipe - Nom 2 in. (51 mn) diam (or smaller) Schedule 5 (or heavier) sleet pipe. between penetrants and periphery otopening to be min 0 in. (point contact) to max 1-318 in. (0 mm to max 35 mn). Penetrants to be rigidly supported on both B. Cellular Core Polyvinyl Chloride (ccPVC) Pipe - Nom 4 in. (102 mn) diam (or smaller) Schedule 40 cellular core PVC pipe for use in closed (process or B. Iron Pipe- Nom 2 in. (51 mn) diam (or smaller) cast or ductile iron pipe. sides of floor -ceiling. The following types and sizes of penetrants may be used: A1A o 2 3 A. Polyvinyl Chloride (PVC) Pipe- Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented )drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride CPVC for in supply) or vented (drain, waste or vent) piping system. C. Acrylonitrile Buladiene Styrene (ABS) Pipe -Nom4in(102 mm)diam (or smaller) Schedule 40 solid core ABS pipe for use in closed (process or supply)or A 1A 2 C. Conduit - Nom 2 in. (51 mm) diam (or smaller) steel electrical metallic tubing (EMT) or nom 6 in. rigid steel conduit. D. Copper Tubing-Nom 1-1121n.(38 mm)diam(or smaller) Type L(or heavier) copper tubing. E. Copper Pipe-Nom 1-112in.(38 Regular heavier) �_ A A. Steel Pipe-Nom4in.(102 mn)diam(or smaller) Schedule 5(or heavier) steel pipe. B. Iron Pipe Nom4in.(102 ductile iron mibond(or smaller) pipe use closed or supply) piping systems. +. C. Rigid Nonmetallic Condml Nom2in. 51 mama diam or smaller Schedule 40 PVC conduit installed in aocortlance with Article 347ctthe National Electrical 1 ) ( 1 4 3 2B vented(drain, waste or vent) piping system. D. Cellular Core Acr lonitrile BuladieneS tense ccABS Pipe 102 mama diam or smaller Schedule 40 cellular core ABS i for use in closed I ( ) ( 1 I mn)diam(or smaller) copper pipe. F. Throu hPenetrotin Product'�Flezible Metal Pi in dhe followin t eeofcteelflezible metal as i in ma be used: 2 1A OC. mm)diam for smaller) cast or pipe. Conduit-Nom4in. tins mama diam or smaller steel electrical metallic Lubin EMf or nom6in. 152 mama ri id steel conduit. ( 1 ( I I ( 1 2 9 Cade1NFPANo.70). G 1A Y N( P PPe (process or supply) or vented (drain, waste or vent) Piping system. 9 9 P 9 9YP 9 PP9 Y J 91 9 D. Copper Tubing - Nom 4ia (102 mm) diam(or smaller) Type L(or heavier)copper tubing. D. Acrylonitrile Buladiene Styrene (ABS) Pipe- Nom 1.112 in. (38 mm) tliam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed J 5 5 1. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall 2 I E. Copper Pipe- Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. (process or supply) or vented (drain, waste or vent) piping systems. 4, Branch Piping - (Optional) One nonmetallic pipe to be connected to through penetrant (Item 3) and installed within opening in subfloor or wallboard plate. The assembly. No 1IIIIIIIIIIIIIIIIl F. Through Penetrating Product'- Flexible Metal Piping -The following types of steel Pexible metal gas piping may be used: Cavity Caulk Sealant floor annular space between pipe and periphery of opening shall be min 0 in. (point contact) to max 112 in. (0 to max 13 mm) Pipe may be installed with continuous 1B 16 OMEGA flexible floor 3. Fill,Void or Materials- or - Min 314 in. (19 mm) thickness of caulk applied within annulus, flush with top surface of or sole plate. Min 518 in. (16 mn) thickness of caulk applied within annulus, flush with bottom surface of wiling or top plate. Min 114 is D mn) diam bead of caulk applied at point point contact. The following types and sizes of nonmetallic pipes may be used: 3 7TITEFLEX FLEX INC. 1 B 1. Nom 2in. (51 mn)diam (or smaller) steel metal gas piping. Plastic covering on piping may or may not be removed on both sides of or wall assembly. contact locations at penetrantlfioor or sole plate interface on top surface of floor or sole plate and at penetranllcelling or top plate interface. A. Polyvinyl Chloride (PVC) Pipe - Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core PVC pipe for use in closed (process or supply) or vented (drain, 2. Nom 1 In. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall waste or vent) piping system. e assembly. OMEGA FLEX INC. 1 B 3M COMPANY - IC 15WBq CP 25WB+caulk or FB-30W WT sealant B. Cellular Core Polyvinyl Chloride (ccPVC) Pipe - Nom 3 in. (76 mm) diam (or smaller) Schedule 40 cellular core PVC pipe for use in closed (process or supply) (Note: CP 25WB+not suitable for use with CPVC pipes.) or vented (drain, waste or vent) piping system. CORP,A BUNDY CO. 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall 1 C C. Acrylonitrile Buladiene Styrene (ABS) Pipe- Nom 3 in. (76 mm) diam (or smaller) Schedule 40 solid core ABS pipe for use in closed (process or supply) or assembly. 3 'Bearing the UL Classification Mark vented (drain, waste or vent) piping systems. 3. Nom 1 in. (25 mm) tliam (or smaller) steel flexible metal gas piping. Plastic covering on piping my or may not be removed on both sides of floor or wall D. Cellular Core Acrylonitrile Buladiene Styrene (ccABS) Pipe - Nom 3 in. (76 mm) diam (or smaller) Schedule 40 cellular core ABS pipe for use in closed assembly. 3 CORP, A BUNDY CO. A (process or supply) or vented (drain, waste or vent) piping system. 3 WARD MFG INC. 1TITEFLEX 3. Nom 1 is (25 mama) diam (or smaller) steel flexible metal Plastic covering on may or may not be removed on both sides of floor or wall y 1 C 3 5L C 5. Fill,Void or Cavity Materials' - Caulk or Sealant- Min 314 in. (19 mn) thickness of caulk applied within annular space around perimeter of through penetrant (Item 3), Push with top surface otfloor or sole and flush with bottom surface of lop Min 314 in. (19 mn) thickness of caulk applied within annular space p ►A 3. FiII,Void or Cavity Materials -Caulk or Sealant -Min 3/4in.(19 mm) thickness of caulk applied within annulus, Push with lop surface offoor or sole plate. Min 518 I 77 3 gas piping. piping assembly. plate plate. around perimeter of branch piping (Item 4), flush with top surface of floor. Min 1)2 in. (13 mm) diam bead applied at the pipelfloor interface and the pipelwallboard LJLJ 1G' in. (16 mml thickness of caulk applied within annulus, flush with bottom surface of ceiling or top plate. Min 114 in. (6 mml tliam bead of caulk applied at point contact �A 1C WARD MFG INC. SECTION A -A D A or plate interface. O SECTION A -A locations atpenelrantlfloororsole plate interface ontop surface offloor orsole plate and atpenelrartIceilingortop plate interface. SECTION A -A 3. Fill,Void or Cavity Materials' - Caulk or Sealant - Min 314 is (19 mama) thickness of caulk applied within annulus, flush with top surface of floor or sole plate. Min 3M COMPANY- CP 25WB+caulk, IC 15WB+caulk, FD-1 50+ sealant or FB-3000 WT sealant 3M COMPANY - IC 15WB■, CP 25WB+caulk or FB3000 WT sealant. 518 in. (16 mm) thickness of caulk applied within annulus, flush with bottom surface of ceiling or top plate. Min 1)4 in. (6 mm) diam bead of caulk applied at point contact locations at penelranVPoor or sole plate interface on top surface of floor or sole plate and at penetranViceiling or lop plate interface. 'Bearing the UL Classification Mark `Bearing the UL Classification Marking 3M COMPANY - IC 15WB+, CP 25WB+caulk or FB-3000 WT sealant. 'Bearing the UL Classification Marking 4 3M System No. F-C-2241 3 3M System No. F-C-2134 2 3M System No. F-C-1095 1 3M System No. F-C-1094 Sc a I e: NTS (3M System Fire Protection Products) Sc a I e: NTS (3M System Fire Protection Products) Sc a I e : NTS (3M System Fire Protection Products) Sc a I e : NTS (3M System Fire Protection Products) 1. Wall Assembly- The l or 2 hr fue rated sum boamllslud wall assembly shall be constructed of the materials and in the manner described in the 9YP Y 1. Floor -Ceiling Assembly - The l hr flrerated solid or trussed lumber joist floor -ceiling assembly shall be constructed of the materials and in the manner 9 Y I 9 Y 1. Floor -Ceiling Assembly -The) hr fire -rated solid or trussed lumber joist floor -wiling assembly shall be constructed of the materials and in the manner 9 Y 1 9 Y 1. Floor -Ceiling Assembly -The) hr fire -rated solid or trussed lumber joist floor -wiling assembly shall be constructed of the materials and in the manner 9 Y 1 9 Y * NOTE individual U300 U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Director and shall include the Poll construction features'. � 9 Y 9 *NOTE secifed in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory.The eneral construction details of the floor -wiling P g 99 9 * NOTE specified in the individual L500 Series Floor-Ceilin Designs in the UL Fire Resistance Directory.The eneral construction details of the Poor -wiling � 9 gg g *NOTE specified in the individual L500 Series Floor-CeilingDesigns in the UL Fire Resistance Directory.The eneral construction details ofthe Poor-ceilin assembly � g9 g Y THIS MATERIAL WAS EXTRACTED BY3MFIRE PROTECTION PRODUCTS FROM THE 2004EDITION OFTHE ILL FIRE A Studs - Wall framing my consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 in. (51 min THIS MATERIAL WAS EXTRACTED BY assembly are summarized below: THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE assembly are summarized below: THIS THIS MATERIAL WAS EXTRACTED BY3MFIRE PROTECTION PRODUCTS FROM THE 2004EDITION OFTHE ILL FIRE are summarized below: RESISTANCE DIRECTORY.spaced lumber 1 in. min Steel to be min -012 in. min wide m 24 in. 1 min 6 (406 loc. syee 3 (89 ) espaced ace (6 0 )OC. RESISTANCE DIRECTORY. AFI Flooring SystemLumber r d fl rwith finihfl r flumber, rFl rT in Mix) r'a specified in the IndividualiFloor-CeilingRESISTANCE oo gSyseo plywood subfloor s o0 opywoodo 00 Topping Mixture' as ed e DIRECTORY. A.FI Flooring SystemLumber r fl rwith finihfl r flumber, d rFl Floor in Ii r' specified in the individual oo gSycteo plywood subfloor s o0 opywoo 0 00 Topping ue as spec ed a duo RESISTANCE DIRECTORY. A.FI Flooring SystemLumber r bfl rwith finihfl r lumber, d rFl Floor in Mixi r' specified the individual Floor -Ceiling oo gSycteo plywood su oo s o0 ofpywoo 0 00 Topping ue as spec e e du B.G sum Board' -The um board a thickness number of leers fastener a and sheet orientation shall be as specified in the individual YP 9YF5 type, Y type Pe Design. Max diam of is in. mn. 9 opening ( ) Floor -Ceiling Design. Max diam ofo opening is ll in. min. 9 9 Pe 9 ( ) Design. Max diam ofo opening is 8 in. min. 9 Pe 9 ( ) U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 10 518 in. (270 mn). B. Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or StructuralWood Members` with B. Wood Joists - Nom 10 in. (254 mn) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Woad Members' with B. Wood Joists - Nom 10 in. (254 mn) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Woad Members' with bridging as required and with ends firestopped. bridging as required and with ends firestopped. bridging as required and with ends firestopped. The hour) FRatin ofthe treetop system is to the hour) fire ratio otthe wall assembly in which it is installed. Y 9 P Ys q Y 9 Y C.G sum Board* 122 min wide 518 in. 16 min thick as specified in the individual Floor -Ceiling Design. Max diam ofo opening is 5in.127 YP ( ) by ( ) Pe 9 9 Pe 9 ( C.G um Board'-Nom4tt. 122 cm wide 5r8 in. 16 mn thick as in the individual Floor-Colling Design. Max diam ofo nin is ll in. Gypsum ( ) Y ( ) P 9 9 Pe 9 C.G um Board' 122 cm wide 518 in.16 mn thick as in the individual Floor -Ceiling Design. Max diam of is 8 in. mn. Gypsum ( ) Y ( ) P 9 9 opening ( ) The hourly T Rating is 0 and 114 Hr for 1 and 2 Hr rated assemblies, respectively. mml. System No. F-C-7022 (279 mml. System No.W-L-1296 y 2. Through Penetrants -One metallic conduit tubing or flexible metal a installed concentrically or eccentrically within g poi s pp Y Y 9 between and of opening to be min0in.(poinl contact) to max2in. 10 mama to maz5l mama). Penetrant to be rigidly supported on both - - System No. F C 8024 1.1 Chase Wall (Optional, not. The through Item No.2ma be routed through a fro -rated sinle double or steered woad P 9 P Y 9 9 to stutllgypsum board chase wall havingafue rating consistent with that oftheflcoo-ceiling assembly. The chase wall shall be constructed of the materials and y May 19, 2005 2. Steel Duct minor smaller No. 28or heavier steel duct or nom 5 in.127 minor smaller No. 30or heavier steel gauge ( ngauge( duct to be installed either concentrically or eccentrically within opening. The annular space between duct and of opening shall be min0in.(point - - System No. F C 5058 2. Through metallic i conduit Lubin or flexible metal i installed concentrically or eccentrically wilhino enin.Ponelrant to he rigidly 9 pipe, 9 pipe Y Y opening. 9 Y supported on both sides of floor -ceiling. The following and sizes of may be used: PW 9 9YP P Y penetrant periphery sides of wall. The following types and sizes of penetrants my be used: May 18 2005 Y inlhe manner specified in the individual U300 Series Wall and Patlition Designs in the UL Fire Resistance Directory and shall include the following periphery contact) Nazi in.(0 mm to max 25 mn). Duct to be rigidly supported on both sides otfloor assembly. May 19 2005 Y A. Steel Pipe - Nom 4 in. (102 mn)plan (or smaller) Schedule 5(or heavier) steel pipe. May 23, 2005 construction features: F Rating - 1 Hr B. Iron Pipe. Nom 4in. (102 mm)dian(or smaller) east or ductile Iron pipe. F Ratings - 1 & 2 Hr (See Item 1) A Steel Pipe -Nom8in. (203 mm) diam(or smaller) Schedule 5(or heavier) sleet pipe. B. Iron Pipe-Nom8in. (203 diam ductile iron F Rating - 1 Hr AStuds-Nom 2 in. by6in. (51 by 152 double in. by 4 in. by 102 lumber - T Rating 1/4 Hr 3. Fill,Void or Cavity Materials- Caulk or Sealant - Min 314 in. (19 mn) thickness of caulk applied within annulus, Push with top surface of Poor. Min 5r8 in. thickness flush bottom Min 114in. (6mn) diam bead F Rating - 1 Hr C. Copper Tubing -Nom 4 in. (102 mm) diam(or smaller) Type L(or heavier) copper tubing. D.Copper Pipe in. (102 diam(orsmaller) Regular (or heavier) mm) (or smaller) cast or pipe. C. Conduit- Nom4 in. (102 mm)dian(or smaller) steel electrical metallic tubing (EMI or nom6in. (152 min) rigid steel conduit. T Rating - 1/4 Hr mm mn)or nom2 (51 mn mm) studs. B. Sole Plate. Nom2in. by6in. (51mm by 152 mml or parallel 2 in. by4in. (51 mm by 102 mml lumber plates, tightly buffed. Maxdian of opening is5 in. (16 mm) of caulk applied within annulus, with surface ofwiling. of caulk applied at point contact locations at ducVfloor interface on top surface of floor and at ductIcefling interface. T Ratings - 0, 3/4 and 1 Hr (See Item 3) -Nom4mm) copper pipe. T Ratings - 0 & 1/4 Hr (See Item 1) D. Copper Tubing -Nom4in. (102 mn)plan (or smaller) Type L(or heavier) copper tubing. (127 min) 3. Pipe Coverings- Pipe covering installed such that the annular space between pipe covering and periphery of opening shall be min 0 in. (point contact) to max E. Copper Pipe - Nom 4 in. (102 mm) tliam (or smaller) Regular (or heavier) copper pipe. C. Top Plate- The double lop plate shall consist of two nom 2 in. by 6 in. (51 mn by 162 mm) or two sets of parallel 2 in. by 4 in. (51 mn by 102 mm) 3M COMPANY - CP 25WB+, IC 15WB+caulk or FB3000 WT sealant 71B in. (0 mm to 22 min). The following types of pipe coverings shall be used: F. Through Penetrating Product` -Flexible Metal Piping - The following types of steel flexible metal gas piping may be used: lumber plates, tightly bulled. Max diam of opening is 5 in. (I27 mml. D. Gypsum Beard` - Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 'Bearing the UL Classification Marking A. Pipe Coverings` - Nom 1.112 in. (38 min) thick (or less) hollow cylindrical heavy density glass fiber uni Is jacketed on the outside with an all service jacket. 1. Nom 2 in. (51 min) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor Longitudinal joints sealed with metal fasteners or factory -applied SSL tape. Transverse joints secured with metal fasteners or with butt tape supplied with the or wall assembly. 2. Through Penetrants - One or more metal tic pipes, conduits or tubing to be installed concentrically or eccentrically within opening. Pipes, conduits or tubing product. A 1A OMEGA FLEX INC to be spaced min 0 in. (point contact) to max 1 in. (0 mm to max 25 mm) apart. The space between the pipes, conduits or tubing and the periphery of the opening shall be min 0 in. (point contact)to max Iin. (O mm to max 25 mml. Penetrants to be rigidly supported on both sides offloor-ceiling assembly. The 2 1A See Pipe and Equipment Covering. Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material 3 I _ 2 following types and sizes of metallic pipe, conduits or tubing my be used: 3 meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less J1-1L 2. Nom 1 in. (25 min) diam (or smaller) steel flexible metal Plastic covering on may or my not be removed on both sides of floor 2 3 may be used. f 1 3 gas piping. piping 1 A Steel Schedule 2 `1\ LUJ or wall assembly. TITEFLEX CORP, A BUNDY CO d A 4 � A Pipe - Nom 314 in. (19 mm) diam (or smaller) 5 (or heavier) sleet pipe. B.Conduit -Nom 314 in. (19 mm) diam (or smaller) steel electrical metallic tubing or steel conduit. C. Copper Tubing - Nom 314 is (19 mom) diam (or smaller) Type L (or heavier) copper tubing. h A 1A h A 3 B. Tube Insulation -Plastics+ -Nom 3l4in. (19 mm) thick (or less) acrylonitrile butadieneJpolyvinyl chloride(ABIPVC) Pexible foam furnished in the form of tubing. 2 D. Copper Pipe- Nom 314 in. (19 mom) diam (or smaller) Regular (or heavier) copper pipe. I 1 B 4 3. Nome 1 in. (25 mom) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor 3 See Plastics (OMF22) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component lobe insulation material or wall assembly. 3. Tube Insulation -Plastics+- Nom 314 in. (19 mm) thick (or less) acrylonitrile buladienelpolyvinyl chloride (ABIPVC) Pexible foam furnished in the form of 2 meeting the above specifioalions and having a UL 94 Flammability Classification of 94-5A may be used. 3 tubing. The annular space between the insulated penetrant and the periphery of the opening shall be min 0 in. (point contact) to max 1 in (0 mm to max 25 T Rating is 1 Hr for nom 1-0)2 and 1 in. (25 min) thick glass fiber units. T Rating is 0 Hr for glass fiber units less than nom 1 in. (25 min) thick.T Rating is 314 Hr WARD MFG INC mml. for nom 314 in. (19 mm) thick tube insulation.T Rating is 0 Hr for tube insulations less than nom N4 in. (19 mn) thick. 3. Fit I,Voidor Cavity Material - Caulk or Sealant - Min 518 in. (16 mn) thickness of caulk applied within annulus, Push with both surfaces otwall. Min 114 O See Plastics(OMFZ2) category in the Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material 16 4. Fill,Void or Cavity Materials- Caulk or Sealant - Min 314 in. (19 mm) thickness otcaulk applied within annulus, flush with top surface offloor. Min 518 in. (16 in. (6 mm) diam bead of caulk applied to gypsum boamllpenetrant interface at point contact location on both sides of wall. meeting the above specifications and having a UL 94 Flammability Classification of 94-5A my be used. mn) thickness of caulk applied within annulus, flush with bottom surface of wiling. Min 1I4 in. (6 mm) diam bead of caulk applied at point contact locations at pipe coveringtfloor interface on top surface of floor and at pipe coveringtceiling interface. 3M COMPANY - IC 15WBq CP 25WB+caulk or F&30W WT sealant. 1 B 4. FiII,Void or Cavity Material' -Caulk or Sealant - Min 518 is (16 mom) thickness of caulk applied within annulus, Push with both surfaces at wall. Min 114 is (6 mom) diam bead of caulk applied to gypsum boarNpenetranl interface at point contact location on both sides of wall. 3M COMPANY - IC 15WBq CP 25WB+caulk or FB30L0 WT sealant 'Bearing the UL Classification Mark 4 3M COMPANY- IC 15WB+, CP 25WB+caulk or FB-3000 WT sealant. 'Bearing the UL Classification Marking �7 2 +Bearing the UL Recognized Component Marking A`Bearing the UL Classification Mark 3 _DftfN`1� e AL r � A - A W 1B SECTION A -A 3 1C 1C SECTION A -A SECTION A -A SECTION A -A 8 3M System No.W-L-1296 7 3M System No. F-C-8024 3M System No. F-C-7022 6 3M System No. F-C-5058 5:_i -- I e _ NTS (3M System Fire Protection Products) _ �: e _ NTS (3M System Fire Protection Products) �c a I e : NTS (3M System Fire Protection Products) : e : NTS (3M System Fire Protection Products) 1. Wall Assembly- The l or 2 hr fire rated um boardlstud wall assembly shall be constructed of the materials and in the manner described in the Y 9YPs Y 1. Wall Assembly -The l or 2 hr fro rated sum boardlsleel stud wall assembly shall be constructed of the materials and in the manner described in Y 9YP Y 1. Wall Assembly- hr Pre rated sum wall wall assembly shall be constructed of the materials andin the manners cifled in the Y 9YP Y Pe 1. Wall Assembly - The l or 2 hr fire rated um boardlstud wall assembly shall be constructed of the materials and in the manner described in the Y 9YPs Y * NOTE individual U3W U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Director and shall include the following construction features: 9 Y 9 *NOTE the individual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the followin construction features: 9 ry 9 'NOTE individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the full construction features: 9 ry 9 *NOTE individual U300 U400 or V400 Series Wall or Petition Design in the UL Fire Resistance Director and shall include the full construction features: 9 y 9 THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE A. Studs � Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 is (51 mom by 102 mom) THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE A Studs � Wall framing shall consist of steel channel studs to be min 3-012 is (89 mom) wide and spaced max 24 in. (610 mom) OC. Additional 3�112 in. THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE A. Studs � Wall framing shall consist of either wood or steel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced max i6 in. OC. Steel studs to THIS MATERIAL WAS EXTRACTED BY 3M FIRE PROTECTION PRODUCTS FROM THE 2004 EDITION OF THE UL FIRE A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 in. by 4 is (51 mom by 102 mom) lumber RESISTANCE DIRECTORY. Imo r 1 in.4 min t id t b min 1 in. 9mm wides spaced z24 in. 1 min u be s ace 6 O6 OC Steel s u s o e & R 8 ma 6 0 OC pa P I ) I 1 1 1 RESISTANCE DIRECTORY. min wide t d hall used to completely from opening. 89 e steel studs s be e e ame o e 1 1 P Y P s RESISTANCE DIRECTORY min -0 in. wide n spaced 24in. be 3 R e and s ace ace OC P RESISTANCE DIRECTORY. 1 in. min t min .112 in. min wide m 24 in. 1 min . spaced 6 406 OC Steel studs o be 3 89 e spaced ace 6 0 OC Ps 1 1 1 ) P I ) B.G sum Board` -The sum board) a thickness number of leers fastener) and sheet orientation shall be as in the individual YP 9YP type, Y type P B.G sum Board -Thickness a number of leers and fasteners as required in the individual Wall and Partition Design. Max size ofo nin to be YP � type, Y q 9 Pe 9 B.G um Board- One leer of min 5r8 in. thick wallboard asr required in the individual Wall and Partition Design. Max diam ofo nice is7in. Gypsum Y W 9 opening B.G sum Board` -The sum board) a thickness number of leers fastener and sheet orientation shall be as in the individual YP 9YP type, Y type P Ul or U400 Series Design in the UL Fire Resistance Directory. Max diam of is in. min s ry opening 1 1 640s in.4129 cm2 with a max dimension of 32 in. min a l ) 1 1 U300 or U400 Series Design in the UL Fire Resistance Directory. tliam ofo nice is 12.112 in.318 min. s ry opening I 1 2. Steel Vent Duct -Nom 6 in. tliam or smaller No. 28 gauge or heavier alv steel duct to be installed either concentricall or eccentrically within the ( ) 9 9 ( 19 Y Y Thehourl FRatin ofthe fireslo stem is equal to the hour) fue ratio of the wall assembly in which it is installed. Y 9 P Y et) Y 9 Y The hour) FRatin of the fireslo stem is equal to the hour) fue ratio of the wall assembly in which it is installed. Y 9 P Y et) Y 9 Y fuesto system. An annular of min 0 in. (point contact form) in. is required within the fireslo system. Duct to be rigidly supported on both sides P Ys P IP ) q P Ys 9 Y PP The hour) FRatin of the fresto system ise equal to the hour) fire ratio of the wall assembly in which it is installed. Y 9 P Ys q Y 9 Y The hourly T Raling is 0 and 112 Hr for 1 and 2 Hr rated assemblies, respectively. of wall assembly. System No.W-L-8039PenetrantsSystem Y 2. Through�Am Nv i rt b and n I installed d eccentrically r concentrically II within the opening. Annular n oug ace of o p pes o u ee a o e cab a sta a ecce ca y o co ice oa y a ope g u a space belwee - -7 System N o. W L/ 091 2. Steel Duct- Nom 30 in. 18 in. 762 mm 457 min or smaller No. 24 gauge or heavier alv steel duct installed concentrically or eccentrically Y ( Y Ii ) 9 9( )9 Y Y within opening. Annular between n t and rib f opening t b min in. (point contact) t max mint x imm.D t b rigidly l ope g u a space a ee duo a pe p ery o ope g o e 0 (po co ac) o (0 o ma 5 I uct o e g d y Fill,Void r Cavity Material' sulk r Sealant in. thickness fflllm material applied withinannulus,fl hwithb ih surfaces wall assembly. 3, o d o Ca ty Mate a C o Sea a 518 c ess o a pp ed us o s ices of a asse y 1 No.W-L-5168 2. Through Penetrants- One metallic pipe tubin installed concentrically or eccentrically withinoenin. Penetrant to be rigidly supported on both sides 9 PP 9 Y Y opening. 9 Y PP IL The II in t an sizes penetrants ma b used: of wa a fo ow g ypes d s es of pe is y e May 19 2005 penetrants and periphery of opening to be min 0 in. (point contact) to max 1-112 in. (0 mm to max 38 min). Separation between penetrants to be min 0 in. (point contact to max 1-0R in. O mama fo max 38 mama . Penetrants to be ri itl) su tled on both sides of the wall. The followin t sand sizes of Iw I 1 I 9 Y PPS 9YPe May 19, 2005 supported on both sides of assembly. System No.W-L-7032 the point contact location between duct and wallboard, a min 112 in. diam bead of sealant shall be applied al the wallboartllduct interface on both surfaces of wall assembl . Y May 19 2005 A. Steel Pipe � Nom 8 in. 203 mom tliam or smaller Schedule 10 or heavier steel pipe. P 1 I 1 ) ( ) Ppe F Ratings - 1 & 2 Hr (See Item 1) penetrants may be used: Y F Ratings - 1 & 2 Hr (See Item 1) 3. Firesto System treetop stem shall consist of the following: P Ys P Y 9 September 07, 2004 3M GGMPANY. CP-25 WB+sulk or FB30W WT sealant F Ratings - 1 & 2 Hr (See Item 1) B. Iron Pi -Nom8 in. 203 mn diam or smaller cast or ductile iron i pipe C. Copper Tubing .Nom 4in. ,,D2 mama) diam(or smaller) Type L(or heavier) copper tubing. T Ratings - 0 & 1/2 Hr See Item 1 9 ( ) A. Copper Tubing - Norm in.(25 mn)diam(or smaller) Type L(or heavier) copper tubing. B. Copper Pipe - Nom 1 in. (25 mom) plan (or smaller) Regular (or heavier) copper pipe. T Rating - 0 Hr A FiILVoid or Cavity Material- Caulk or Sealant - Min 518 in.(16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall. F Rating - 1 Hr `Bearing the UL Classification Marking T Ratings - 0, 1/2, 3/4, 1-1/4 and 1-1/2 Hr (See Item 3) D. Copper Pipe -Nom4in. (102 mm) dian(or smaller) Regular (or heavier) copper pipe. C. Steel Pipe 25 mom tliam (or Schedules or heavier steel i P l I I ) ( ) pipe. 3M COMPANY IC 15WB+oaulkor FB-3iI00 WT sealant 3. Pi Coverin'�Nomlin. 1�112in. or2in. 25 mom 38 mm mom thick hollow cylindrical density glass on the outside Pe 9 1 ) �' Y N9 I D.Cables- Max 71C No. 12 AWG multiconductor power and control cables; XLPE or PVC insulation with XLPE or PVCjacket. W , - T Rating 0 Hr with an all service jacket. Longitudinal sealed with metal fasteners or factory -applied SSL to . Transverse joints secured with metal fasteners or I 9 ,Pe I B. RetainingAngles i6 sue gall steel angles sized to ducts minct2in. 51 mom and la wall surfaceaaminctiin. 25 mm.An lee 9 gauge 9 9 P ( ) P ( ) 9 with butt tape lied with the product. Annulars ice between i covering and periphery of to be min (point contact to maxi-718 in. (D P PP P Pa pipe 9 Pe P Y opening (W ) 3. Tube Insulation -Plastics+- Nom 314 in. (19 mn) thick (or less) acrylonitrile butadienelpolyvinyl chloride (ABIPVC) flexible foam furnished in the form of attached to duct on both sides of wall with min 112 in. (13 mm) long, No. 10 (or larger) sheet metal screws spaced a max 1 in. (25 mn) from each end and mm to max 48 mom). tubing. The tube insulation may be installed on a max of one pipe or tube. Annular space between the tube insulation and periphery of opening to be min spaced a max 6 in. (152 min) OC. 0 in. (point contact) to max 1.112 in. (0 mm to max 38 mml. Space between insulated and uninsulaled penetrants to be 0 in. (point contact) to max 1.1)2 1 A See Pipe and Equipment Covering -Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material in. (0 mm to max 38 mn). `Bearing the UL Classification Marking meeting the some specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 A Sao Plastics QMFZ2 category in the Plastics Recognized Component Directory for namesctmanuFaclurers. An Recognized Component tube 9 ry ag P ry Y ag P 1 A f� A 1 q 1 B /� /'1 4 4 or Iees may be used. I� insulation material metro iheaboves cifioalions and having aUL 94 Flammability Classification ot94-54ma be used. 9 Pa 9 Y Y I A 2 0 Thehourl TRalin isi-014 Hrfor i coverin sot nomiin. and l-0Rin. 25 mmand 38 mom thick for t Hr rated assemblies. Y 9 pipe 9 ( ) 5 5 4. Cables - Max two 71C (or less) No. 12flWG (or smeller) multiconductor power and control cables with XLPE or PVC insulation with XLPE or PVC 2 I 3 B 3 1 Thehourl T Ratio is 1-112 Hr for i coverings of nom 2 in. 51 mom thick for 2 Hr rated assemblies. 9 9 pipe The hourly T Rating is 112 Hr for pipe coverings ct nom 1 in. and 1-112 is (25 mom and 38 mom) thick for 1 Hr rated assemblies. jacket. Cables to be spaced min 0 in. (point contact) to max 1 in. (0 mm to max 25 min) from the insulated through penetrants and min 112 in. to max 1 in. : The hourly T Rating is 314 Hr for pipe coverings of nom 2 in. (51 min) thick for 1 Hr rated assemblies. 4 (13 mm to max 25 mn) from non -insulated through penetrants. The space between the cables and the periphery of the opening shall be min 0 in. (point - I I0 contact) to max 1 in. (0 mm to max 25 mrn). Cables to be rigidly supported on both sides of wall assembly. 4. FiII,Void or Cavity Material` - Caulk or Sealant - Min 518 in. (I6 min) thickness of caulk applied within annulus, flush with both surfaces of wall. Min 114 2 , - - 1 - � � in. (6 mm) diam bead of caulk applied to gypsum boarNpido covering interface at point contact location on both sides of wall. 5. FiII,Vsid or Cavity Material' - Caulk or Sealant- Min 518 is (16 mom) thickness of caulk applied within annulus, flush with both surfaces of wall. Min 114 I in. (6 min) diam bead of caulk applied to gypsum boardlpenelrant interface at point contact location on both sides of wall. 3M COMPANY - CP 25WBq IC 15WB+caulk or FB30L0 WT sealant 3M COMPANY. CP 25WB+, IC 15WB+ caulk or FB30W WT sealant 'Bearing the UL Classification Marking ' Bearing the UL Classification Marking 3 2 2 L► A I 0 3 2 I 1A 1B - 3 �A F I 3A 3 1A0 SECTION A A I- A I A SECTION A -A 3 A SECTION A -A - 16 SECTION A -A 9 3M System No.W-L-5168 _,ca e: NTS (3M System Fire Protection Products) 12 3M System No.W-L-8039 11 3M System No.W-L-7091 1 0 3M System No.W-L-7032 c a I e : NTS (3M System Fire Protection Products) S c a I e : NTS (3M System Fire Protection Products) S c a I e : NTS (3M System Fire Protection Products) NOTE: INFORMATION ON THIS SHEET IS FROM THE 2008 UL ONLINE CERTIFICATIONS DIRECTORY (http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/gothernbr.hti PLUMBING CONTRACTOR TO VERIFY ALL FIRE STOP SYSTEM PENETRATIONS PRIOR TO INSTALLATION. NOTE: AT CONTRACTORS OPTION AND WITH PRIOR APPROVAL FROM LOCAL AHJ, ALTERNATE EQUIVALENT UL LISTED ASSEMBLIES MY BE SUBSTITUTED. ALTERNATES MUST BE SUBMITTED FOR REVIEW. NOTE: THE HOURLY F RATING OF THE FIRESTOP SYSTEM SHALL BE EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. RAINBOW CONSULTING REVIEWED January 10, 2021 REVIEWED BY: S viz 1 �O OF WAS // � -0 41741 '^�� 7 E'GIS T ER�1�) ,�A� S A 0 N L 01 /07/2022 38 NORTHWEST DAVIS, SUITE 300 PORTLAND OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE1 WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. ��15,!�01" mitimv DC ENGINEERING Careful listening. Dynamic solutions. Y www.dcen ineerin .net 9 9 Phone:208.288.2181 Pro'1ect:21 AMA01 (D CV O 00 Ill 0 I- Z Z _ 2 O U)``^^ Q W lv 0 LL Z OO 5 G 0 0 3: Z O W % � J Q J o O -0 Of C O N _0 I` Z m F_ illW *k Z N `�) Of Q Q (�I Of a REVISION DATE REASON FOR ISSUE RESUB Jan 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLUMBING FIRE PENETRATION DETAILS GMP/PERMIT SET DATE PROJECT NUMBER 05.21.21 184470 MBER P6.4