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APPROVED BLD BLD2021-0346+Plumbing_Plan+3.5.2021_1.42.18_PM+20786401 2 3 4 5 6 7 1 8 1 9 10 11 12 1 13 14 15 16 1 17 1 18 19 GENERAL NOTES PLUMBING GENERAL NOTES CONT. DRAWING INDEX LEGENDS, SYMBOLS AND ABBREVIATIONS 1. CONTRACTOR SHALL VISIT JOB SITE, VERIFY FIELD CONDITIONS, REVIEW PLAN AND SPECIFICATIONS AND 25. SOCKET -WELDING FITTINGS: ANSI B16.11 FORGED STEEL. PB-0.1 PLUMBING GENERAL NOTES AND INFORMATION SYMBOL DESCRIPTION A SHALL INCLUDE IN HIS PRICE THE NECESSARY COST TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH PB-0.2 PLUMBING SCHEDULES, CALCULATIONS, AND TABLES A THE MECHANICAL DRAWING AND SHALL MEET ALL APPLICABLE CODES. 26. BUTT -WELDING FITTINGS: ANSI/ASME B16.9 WROUGHT STEEL WITH BACKING RINGS OF COMPATIBLE PB-0.3 PLUMBING DETAILS MATERIAL. PB-1.0 GROUND FLOOR DOMESTIC WATER PIPING PLAN - DEMO U P EQUIPMENT TYPE 2. ALL MATERIAL AND EQUIPMENT FURNISHED AND INSTALLED SHALL BE NEW, FREE FROM DEFECTS AND PB-1.1 GROUND FLOOR DOMESTIC WATER PIPING PLAN - NEW LO EQUIPMENT NUMBER SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. 27. UNIONS: ASME/ANSI B16.39 BLACK MALLEABLE IRON. PB-1.2 ENLARGED GROUND FLOOR DOMESTIC WATER PIPING PLANS SHOULD ANY TROUBLE DEVELOP DURING THE PERIOD DUE TO FAULTY WORKMANSHIP OR MATERIAL, THE DETAIL DRAWING NUMBER CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIAL AND LABOR TO CORRECT THE TROUBLE 28. FLANGES AND FLANGED FITTINGS: ASME/ANSI 1316.5 STEEL FLANGES OR CONVOLUTED STEEL FLANGES. PB-2.0 GROUND FLOOR WASTE AND VENT PIPING PLAN - DEMO DETAIL DRAWING PAGE WITHOUT COST TO THE OWNER. FLANGE FACES SHALL HAVE INTEGRAL GROOVES OF RECTANGULAR CROSS SECTION WHICH AFFORD PB-2.1 GROUND FLOOR WASTE AND VENT PIPING PLAN - NEW �� POC POINT OF CONNECTION CONTAINMENT FOR SELF -ENERGIZING GASKET MATERIAL. PB-2.2 ENLARGED GROUND FLOOR WASTE AND VENT PIPING PLANS B 3. CONTRACTOR IS TO REVIEW THE PLANS OF OTHER DISCIPLINES AND COORDINATE WITH THE WORK OF POD POINT OF DISCONNECT B OTHER TRADES PRIOR TO INSTALLATION TO AVOID ANY CONFLICT BETWEEN DUCTS, CONDUITS, 29. THREADED JOINTS: WHERE POSSIBLE USE PIPE WITH FACTORY -CUT THREADS, OTHERWISE CUT PIPE PB-3.0 PARTIAL PLUMBING ROOF PLAN SPRINKLERS, PIPING, LIGHTING FIXTURES, ETC. NO EXTRAS WILL BE ALLOWED FOR CORRECTION OF LENGTHS ACCORDINGLY WITH ANSI/ASME B1.20.1. PROVIDE THREADS SMOOTH, CLEAN, AND FULL -CUT. -- PLUMBING FIXTURE CONNECTION CONFLICTS DUE TO LACK OF COORDINATION. APPLY ANTI -SEIZE PASTE OR TAPE TO MALE THREADS PORTION. WORK PIPING INTO PLACE WITHOUT = CO CLEAN OUT SPRINGING OR FORCING. BACKING OFF TO PERMIT ALIGNMENT OF THREADED JOINTS WILL NOT BE SCOPE OF WORK 4. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PERMITTED. ENGAGE THREADS SO THAT NOT MORE THAN TWO THREADS REMAIN EXPOSED. USE UNIONS C DN. PIPE DOWN PIPING, DUCT WORK OR DIFFUSERS. FOR CONNECTIONS TO VALVES, METERS FOR WHICH A MEANS OF DISCONNECTION IS NOT OTHERWISE • DEMOLISH EXISTING PLUMBING SYSTEM PER NOTES AND PLANS. 0- UP PIPE UP 5. THE CONTRACTOR SHALL BRING TO THE ARCHITECT'S ATTENTION OF ANY DISCREPANCY OR CONFLICTS IN PROVIDED. • FURNISH AND INSTALL PLUMBING FIXTURES AND ASSOCIATED COMPONENTS PER PLAN. > -- FLOW DIRECTION C THE PLANS OR THE SITE CONDITIONS. ALL NECESSARY CHANGES MUST BE APPROVED IN WRITING BY THE 30. WELDED JOINTS: WELD BY THE SHIELDED METAL -ARC PROCESS, USING COVERED ELECTRODES AND IN . FURNISH AND INSTALL NEW DOMESTIC WATER PIPING SYSTEM WITH ALL OTHER E=J TP TRAP PRIMER W/ WALL ACCESS PANEL C ARCHITECT BEFORE START OR WORK. ACCORDANCE WITH PROCEDURES ESTABLISHED AND QUALIFIED IN ACCORDANCE WITH ASME B31.8. ASSOCIATED COMPONENTS PER PLAN. HB HOSE BIBB SOLDER IN ACCORDANCE WITH ASTM B32 SHALL BE APPLIED TO THE JOINT SURFACES UNTIL CAPILLARY SOV SHUT-OFF VALVE 6. CONTRACTOR TO SUBMIT CATALOG CUT SHEETS OF ALL THE MATERIAL AND EQUIPMENT TO BE USED ACTION DRAWS THE MOLTEN SOLDER INTO THE CAP. SOLDER AND FLUXES WITH A LEAD CONTENT THAT . FURNISH AND INSTALL NEW WASTE, GREASE WASTE, AND VENT SYSTEM WITH ALL OTHER AND WORKING SHOP DRAWINGS FOR APPROVAL BEFORE START OF WORK. EXCEEDS 0.2 PERCENT SHALL BE PROHIBITED IN PIPING SYSTEM CONVEYING POTABLE WATER. ASSOCIATED COMPONENT PER PLAN. NCKV CHECK VALVE ICI GCK GAS COCK 7. SUPPORTS FOR ALL PIPING AND DUCTWORK SHALL BE IN ACCORDANCE WITH LATEST SMACNA 31. FLANGED JOINTS: USE FLANGED JOINTS FOR CONNECTING WELDED JOINT PIPE AND FITTINGS TO VALVES "GUIDELINES FOR SEISMIC RESTRAINTS OR MECHANICAL SYSTEMS AND PLUMBING SYSTEMS". TO PROVIDE FOR DISCONNECTION. INSTALL JOINTS SO THAT FLANGE FACES BEAR UNIFORMLY ON APPLICABLE CODE ASV NATURAL GAS AUTOMATIC SHUT-OFF VALVE GASKETS. ENGAGE BOLTS SO THAT THERE IF COMPLETE THREADING THROUGH THE NUTS AND TIGHTEN SO THAT BOLTS ARE UNIFORMLY STRESSED AND EQUALLY TORQUE. 2018 INTERNATIONAL BUILDING CODE ® FD FLOOR DRAIN PLUMBING GENERAL NOTES 2018 INTERNATIONAL MECHANICAL CODE 32. USE TEST PRESSURE OF 50 PSIG. DO NOT TEST UNTIL EVERY JOINT HAS SET AND COOLED AT LEAST 8 2018 UNIFORM PLUMBING CODE ► PR PIPE REDUCER 1. PROVIDE ISOLATED COUPLINGS AND/OR UNIONS AT POINTS OF CONNECTION BETWEEN COPPER, STEEL HOURS AT TEMPERATURES ABOVE 50 DEGREES F. TEST PIPING SYSTEM FOR AT LEAST 4 HOURS WITHOUT 2018 WASHINGTON STATE ENERGY CODE - COMMERCIAL WCO WALL CLEAN -OUT AND BRASS PIPING. PRESSURE LOSS OR VISIBLE LEAKS. 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL FUEL GAS CODE FCO FLOOR CLEAN -OUT 2. ALL WATER PIPING SYSTEMS AND DRAINAGE PIPING SYSTEMS, INCLUDING SUPPLY, WASTE AND DRAIN 33. PLUMBING FIXTURE CONNECTION SIZE: SEE PLAN. STATE OF WASHINGTON AMENDMENTS AND SUPPLEMENTS TO ABOVE CODES SHALL BE INSTALLED WITH VIBRATION ISOLATORS AND SHALL BE ISOLATED FROM ANY STRUCTURAL ALL CITY OF EDMONDS MUNICIPAL CODES BDV STRAINER WITH BLOWDOWN VALVE MEMBERS, WALL SECTIONS OR OTHER MATERIALS THAT COULD TRANSMIT SOUND TO THE OCCUPIED 34. PRESSURE PIPING AND FITTING: PRV DOMESTIC COLD WATER PRESSURE REDUCING VALVE E AREAS. ALL HANGERS, STRAPS, BRACKETS, AND SUPPORTS SHALL HAVE ACOUSTICAL COMPONENTS OR E COMBINED NEOPRENE AND PLASTIC FOAM BY TECH SPECIALTIES, DIVISION OF SPECIALTY PRODUCTS CO. A. DOMESTIC COLD AND HOT WATER (ABOVE GRADE): HARD DRAWN DEOXIDIZED WATER SERVICE PR NATURAL GAS PRESSURE REGULATOR TO ISOLATE COMPLETE PIPE CONTACT AREA. ALL ISOLATION MATERIAL SHALL HAVE A MINIMUM TUBING CONFORMING TO ASTM B88, TYPE "L". PROVIDE 125 PSI FLANGE AT CHANGE OF MATERIAL THICKNESS OF 1/2". INSTALL ALL COMPONENTS AS PER MANUFACTURER'S INSTRUCTIONS. LOCATIONS. B. DOMESTIC COLD AND HOT WATER (BELOW GRADE): HARD DRAWN DEOXIDIZED WATER SERVICE LINE TYPE ABBREV. DESCRIPTION 3. INSTALL ALL CLEAN -OUTS WHERE REQUIRED BY ORDINANCES, AT ENDS OF HOUSE DRAINS, AT ALL TUBING CONFORMING TO ASTM B88 TYPE TYPE "K". CHANGES IN DIRECTIONS, IN ALL STRAIGHT RUNS AT 100 FOOT INTERVALS, WHERE HORIZONTAL MAINS C. FITTINGS FOR COPPER WATER TUBING: ANSI B16.22 WROUGHT COPPER SOLDER -JOINT FITTING. (D) PIPE TO BE REMOVED CHANGE SIZE, AND AT ALL ENDS OF ALL BRANCH PIPES WHICH ARE 5' OR OVER IN LENGTH. D. TRAP PRIMER PIPING (UNDERGROUND): HARD DRAWN DEOXIDIZED WATER SERVICE TUBING (E) EXISTING PIPE TO REMAIN F CONFORMING TO ASTM B88, TYPE "K", WROUGHT COPPER FITTING AND BRAZED JOINT. F 4. PLUMBING FIXTURES SHALL BE COMPLETED WITH ALL ACCESSORIES REQUIRED FOR A COMPLETE E. HARRIS, ENGELHARD, OR EQUAL, BCUP FILLER MATERIAL FOR BRAZING OF COPPER FITTING G G. NATURAL GAS INSTALLATION. JOINTS. BRAZE JOINTS FOR COLD WATER PIPING 2-1/2" AND LARGER. BRAZE JOINTS FOR HOT HWS- HWS HOT WATER SUPPLY WATER PIPING 2-1/2" AND LARGER. 5. SELECTION OF FAUCETS AND FITTINGS SHALL AVOID THE TYPE WITH POTENTIAL FOR LEAD HWR HOT WATER RETURN CONTAMINATION. 35. SANITARY AND GREASE DRAINAGE PIPING AND FITTING: CW CW COLD WATER SUPPLY 6. INSTALL STOP VALVES ON HOT AND COLD WATER SUPPLIES TO EACH FIXTURE. A. CAST IRON SOIL PIPE AND FITTINGS (ABOVE FLOOR): REQUIRED CISPI 301 & 310 WHICH FW FW FILTER WATER COMPLIANCE WITH HUD UM 77A CAST IRON HUBLESS SOIL PIPE AND FITTING. ALL PIPE AND SW SW SANITARY WASTE G 7. ALL FLOOR DRAIN MUST HAVE 1/2'' COLD WATER LINE CONNECTED TO TRAP PRIMER. ALL UNDERGROUND FITTINGS SHALL BE MARKED WITH CISPI'S COLLECTIVE TRADEMARK OR RECEIVE PRIOR G COLD WATER LINE SHALL BE ASTM TYPE-K HARD DRAWN COOPER INSTALLED WITH CONTINUOUS SLOPE APPROVAL BE THE ENGINEER OF RECORD. JOINTS FOR HUBLESS PIPE AND FITTINGS: CISPI 310 GW GW GREASE WASTE TOWARD FLOOR DRAIN. AND SHALL CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL V VENT PIPE CODE REQUIREMENTS. ANACO "HUSKY SD 4000, CLAMP -ALL 125, TYLER WB, MG COUPLINGS, OR CD CD CONDENSATE DRAIN 8. MATERIALS, METHODS AND LOCATIONS OF SERVICE MAINS CONNECTING THE NEW CONSTRUCTION TO EQUAL, COMPLY WITH FM 1680, CLASS 1. ALL NEW AND EXISTING SERVICES SHALL BE IN STRICT ACCORDANCE WITH RULES, REGULATIONS, B. CAST IRON SOIL PIPE AND FITTINGS (BELOW SLAB): ASTM A74 STANDARD WEIGHT HUB AND CODES AND REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION OVER THIS INSTALLATION. LOCATE SPIGOT PIPING AND FITTING. ALL PIPE AND FITTINGS SHALL BE MARKED WITH CISPI'S ABBR. DESCRIPTION ABBR. DESCRIPTION ALL EXISTING STUBS TO BE CONNECTED TO IN THIS CONTRACT BEFORE WORK IS STARTED. COORDINATE COLLECTIVE TRADEMARK OR RECEIVE PRIOR APPROVAL BE THE ENGINEER OF RECORD. JOINT LOCATION OF WATER AND SEWER CONNECTIONS WITH BUILDING ENGINEER. FOR HUB AND SPIGOT PIPE AND FITTINGS: ASTM C-564 COMPRESSION GASKETS OR SHALL BE AFF ABOVE FINISHED FLOOR FR FROM H INSTALLED WITH LEAD AND OAKUM. H 9. CAULK AIRTIGHT ALL PLUMBING PENETRATIONS IN SOUND RATED WALLS AND FLOOR/CEILINGS. SEAL C. COPPER DRAINAGE PIPING AND FITTINGS (ABOVE FLOOR): ASTM B306 DWV TYPE COPPER BLDG BUILDING GE GREASE EXHAUST PENETRATIONS OF CONCRETE FLOORS WITH CEMENT GROUT. MINIMIZE PENETRATIONS THROUGH TUBING AND ANSI B16.23 CAST BRONZE SOLDER -JOINT DRAINAGE TYPE FITTING. PROVIDE BSMT BASEMENT SOUND RATED CONSTRUCTION. MISSION, OR EQUAL, CISPI 310 ADAPTOR COUPLING WITH NEOPRENE GASKET AND STAINLESS INS IN CEILING SPACE 10. CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES AND TRIM AS SHOWN ON THE ARCHITECTURAL STEEL SHIELD WITH TWO BANDS. D. CONDENSATE PIPING AND FITTINGS: ASTM B88 HARD DRAWN DEOXIDIZED, TYPE M COPPER CFF CAP FOR FUTURE INS INSULATION (THERMAL) CLG CEILING PLANS. ROUGH -IN FOR ALL FIXTURES SHALL BE EXACTLY TO MEASUREMENTS FURNISHED BY FIXTURE TUBING WITH ANSI B16.22 WROUGHT COPPER WYES AND LONG RADIUS SOLDER -JOINT FITTINGS. CSD CEILING SUPPLY DIFFUSER NIC NOT IN CONTRACT MANUFACTURER. ALL EXPOSED PARTS TO BE CHROMIUM PLATED UNLESS SPECIFIED OTHERWISE. 36. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED. EA EXHAUST AIR OSA OUTSIDE AIR (FRESH AIR) 11. KEEP ROUGH -IN CUTS WITHIN THE PLATE LINES AND DO NOT CUT COMPLETELY THROUGH PLATES IN SOUND -RATED WALLS. DRILL OR SAW NEAT ROUND HOLES FOR ALL PIPING. SIZE APPROXIMATELY Y2 INCH 37. ALL FAUCETS IN PUBLIC RESTROOMS SHALL BE SELF -CLOSING OR SELF -CLOSING METERING FAUCETS. DN DOWN SA SUPPLY AIR LARGER THAN THE PIPE DIAMETER. SAD SEE ARCHITECTURAL DRAWING 38. PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT THE WATER TEMPERATURE TO 110°F. FA FRESH AIR SOV SHUT-OFF VALVE 12. PIPE LINES SHALL BE INSTALLED FREE FROM TRAPS AND AIR POCKETS AND TRUE TO LINE AND GRADE WITH SUITABLE SUPPORTS PROPERLY SPACED. PIPING SHALL BE INSTALLED WITHOUT UNDUE STRESSES 39. WATER PIPE AND FITTINGS WITH A LEAD CONTENT WITH EXCEEDS 8% SHALL BE PROHIBITED IN SYSTEMS SRR SIDEWALL RETURN REGISTER FL FLOOR AND WITH PROVISION FOR EXPANSION AND CONTRACTIONS. CONVEYING POTABLE WATER. FR FROM UTR UP THROUGH ROOF 13. HORIZONTAL LINES SHALL HAVE HANGERS OR SUPPORTS SPACED AS FOLLOWS: 40. ALL NATURAL GAS COOKING EQUIPMENT SHALL BE EQUIPPED WITH QUICK DISCONNECT GAS HOSE VTF VENT THROUGH ROOF J CONNECTION AND RESTRAINING CABLE ATTACHED TO THE EQUIPMENT. J A. CAST IRON PIPE - 5' CENTERS B. STEEL PIPE- 10' CENTERS 41. ALL CLEAN -OUTS SHALL BE INSTALLED AS PER SEC. 707.0 & 719.0 OF LATEST UPC. C. COOPER TUBING - 5' CENTERS FOR 1-1/2" AND SMALLER, 10' CENTERS FOR 2" AND LARGER 42. WATER SUPPLY AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR 14. PIPING SHALL BE NEW AND FREE FROM FOREIGN SUBSTANCES. REAM OUT ALL BURRS FORMED IN CUTTING PIPE. THREADS SHALL BE CUT ACCURATELY AND NOT OVER TWO THREADS SHALL SHOW OTHERWISE BE CONFIGURED. TO PROTECT AGAINST CONTACT. PROTECTORS, INSULATORS, OR BOTH SHALL COMPLY WITH ASME A 112.18.9. ALL WORK SUBJECT BEYOND THE FITTING. FRICTION WRENCHES SHALL BE USED WITH PLATED POLISHED, OR SOFT METAL K PIPING. 43. ALL HOSE BIBBS AND FAUCETS CONNECTED TO NON -POTABLE WATER LINES SHALL BE POSTED K 15. CHANGES IN PIPE SIZE SHALL BE MADE WITH REDUCING FITTINGS, AND BUSHING WILL NOT BE PERMITTED. 16. UNION CONNECTION SHALL BE INSTALLED DOWNSTREAM OF ALL VALVES, AT ALL EQUIPMENT 44. ALL NEW POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO SECTION 609.9(1-3) OF THE LATEST PLUMBING CODE. INSPECTION FOR CONNECTIONS AND AT OTHER POINTS AS REQUIRED. 17. CUTTING OR BORING OF HOLES THROUGH STRUCTURAL MEMBERS SHALL BE DONE ONLY WHEN IT IS 45. WATER CLOSET BOWLS FOR PUBLIC USE SHALL BE THE ELONGATED TYPE. CODE COMPLIANCE IMPOSSIBLE TO ROUTE PIPING IN ANOTHER MANNER. IF CUTTING OR BORING IS NECESSARY IT SHALL BE ACCOMPLISHED ONLY BY WRITTEN APPROVAL FROM THE ARCHITECT, STRUCTURAL AND BUILDING ENGINEER, AND ALSO INCLUDED IN HIS BIDS. 18. DO NOT ALLOW THE PIPING, VALVES OR CONNECTORS TO FORM A RIGID CONNECTION WITH THE STRUCTURE OR OTHER PIPES. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS OR CONNECTED EQUIPMENT. 19. PROVIDE SIOUX CHIEF WATER HAMMER ARRESTER FOR EACH PLUMBING FIXTURE BANK AND 18'' HIGH AIR CHAMBER FOR EACH PLUMBING FIXTURE. SIZE OF WATER HAMMER ARRESTER SHALL BE SUFFICIENT TO M HANDLE THE REQUIRED FIXTURE UNIT AT EACH BANK. M 20. THE DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEM WITHIN THE AREA OF WORK SHALL BE STERILIZED WITH CHLORINE IN SOLUTION IN ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION PUBLICATION C-601-1954. 21. PRESSURE TEST ENTIRE HOT AND COLD PIPING AND DRAINAGE SYSTEM FROM CAPPED CONNECTIONS, TO AND INCLUDING VENTS. APPROVED City Of Edmonds Building Department Work PLUMBING N 22. HOT WATER PIPING TO BE INSULATED PER WASHINGTON STATE COMMERCIAL ENERGY CODE. ____________________________________-- N Address 22511 HIGHWAY 99 23. PROVIDE ACCESS PANEL FOR ALL STUB OUTS ENDED INSIDE CEILING OR WALL. ------------------------ Owner RANCH 99 24. THREADED FITTINGS: ANSI/ASME B16.3 BLACK MALLEABLE IRON. PLANS MUST BE Approved Date 3-30-2021 Building Official Eri , Cartes ------------------------ 0 1 ON JnB SITE ---------------------------- Permit Number; BLD2021-0646 I _ 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 �or �l �A 4 '�99RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 81mitpli a*. 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration Consultant Ern► �i►n► e►e►r�ln► a►n► a De►sj ► Win► 6e►r� 1 CJe'SJ 2�n► CJ .�J J.�.� JJJ.�J 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration r'"P • H U I p'N1 :• 54085 EXPIRES \ j 2/05/21 1 RECEIVED Mar 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description PLUMBING NOTES Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith Co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. PB-00 1 8 L RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 with C-00 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration Consultant �HrP Ern► �i►'n► e►e►r�►n► a► n► d De►" Win► �e'2�'�� �1 C�e'� Irri► C�� 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration rr-P H U I p nq rJ WAS; ;*!q 54085 .. T EXPIRES \ j 2/05/21 1 RECEIVED ►•FMIT-OP- 1PA CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description PLUMBING SCHEDULE Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. B-002 L RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 with C-00 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration Consultant �HrP Ern► i►'n► eer-1 ►n► a►n►d Deejln► eereivi►'Cve_e Irn►CJ. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration rr-P H U I p nq rJ WAS; ;*!q 54085 .. T EXPIRES \ j 2/05/21 1 RECEIVED ►•FMIT-OP- 1PA CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description PLUMBING DETAILS Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. B-003 3 2 N.I.C. N.I.C. / PMK N.I.C. N.I.C. N.I.C. N.I.C. 5 1 6 7 8 9 70 11 72 13 14 15 16 77 78 a �a 5J i si i ` l s� `ioJ `ni 11 iaJ �iaJ SEE SITE PLAN 7� FYI ' F. e we / III 5X4 5 N.I.C. N.I.C. F I a EXIT 4 L Y p / 33 �C / T Q 137 O ��. 211 � �, / � cE II w s ROT R II 3 O /0R N.I.C. N.I.C. I.U.IN.1 1 8 c 4 D E I. %/ )3 ` .a F. C / ( 1� o LJN.I.C. II - ( II C II 211 AQU RIUM 7 W C ) I I J>_ )� Q1 122 O s 1 11 1 y {�,Aa/MEMO T I 11 MEAT PREP. �((1�Aa/ N I D Y C. 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N IN I D O G wl —of I �I w r - - - - - - I -- I LrLJ I I I I I I I I I I I I I I /II REFRIGERATED _ _ _ I —I L� —I — I — I — LJ—� — L— — L� — LJ I L — I I I I L — �l — I I I I _ I ,s 4 PRODUCE ISLAND I I III I I I I I II 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 I I I I I I I I I I I I I I I� a l 2 � LIIDELI _ ND II II- 5 'RODUCE DEPARTMENT DISPLAY CASE 75 POD L—J JUICE REA E- wo w - — — — — N E1 w- �E)%1 w I I I ;III I I I I I II I I I I I I I I I I I I I I I I I I I I I II I I TII I f f Ill IoI I IQ o =J_ E1y21N a � a��oo0o a w w 1 2 a l I WI I W I IQIQI IQIQI IQIQI IQIQI I�I�I I�I�I lolol lolol z �� I g I L� Z lol I �I �I I�IgI I I I I '� o 0 0 o z o - LI 0 0 0 0 0 0 0 o z z z z----- I I III I I0I0I I0I0I I0I0I I0I0I I°I°I I°I°I I0I0I I0I0I I� a I a l°I I I I I I I 12 I I 12 I REFRIGERATED O O o o U DAIRY CASE I I PRODUCE ISLAND III 1 1 I w �, _ I I I I I I I �I �I I�I�I I I------ J I I I I I w I I III I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I 11aJ I ❑O U 0 ��O I I I I �I I ILL! fr a. _ I�� 1-1 4�I� 1-1 1-1 �I�I—I T���—I—I--��—��I— — g N.I.C. -1 1 I I I I I I I 1 I 1 1(E) 211C HWS TO o I _----- —— L_LL_� I I I I� I I I II I I I I I I I I I� �� I __J I L� I I I I 1 I I I _�_ I I I� FOOD wWARMER 1 DE (CASE J F I J I I I I 1 1 1 1 (E)2110 CW TO 20'REFRIGERATD L—J L_J L_-1 L—J J L--J L—J L_ —1 L_J I— J L—_ WATER BOILER wI oI 1 PRODUCE ISLAN 0 184 � E)%2"Q1 CW TO ----- --- II 0 I I I I 102 I II I BKERYSDISPENSER RPBA I of CONCOURSE D 5 N.I.C.2 I L_ II �� _ 1 I —�--- —-4— 20' REFRIGERAT D D 1 PRODUCE ISLAND I II �, II II I I I r l I r l I r� l I I I r l i 0 I— I -- J I III x II III L--- J L--- i I L--- i L I—� 1 L r-- i L -1-- i -- �------ II II t-� IIII II �� 1 I I �� I�� 1 I E� I I Ll� I I ,� �T_ B E N — — Li J L_ zJ L_3J L_4� L_5 J L_ L_8� L_9J L-1� L21 L_1� -- =-------- =-- Q III / No (E)2110 CW ------------- IIL/ I �Iln r�� I I< I L I 1 EXIT 111aI aw I LJ II I LC o o $ F STRRE IT �( (� I I I I � � — —,2' x r III (E)l2110 CW (E)210 C II BAKERY DISPLAY aEFalc �� N.I.C. 47 N.I.C. N.I.C. i l i l i N.I.C. I I W Tu Tu II l ) w / INS OR NIT c 111 C INS RE NIT EXIT ,03 163 ) I v I I 1 I I I I I l l I I CUSTOMER CC NT T IN TTOE UNI B 11 I I I I 1 I I ( S p II I — — —JI SERVICE/ z 00 —JI li I � — ` J14 N.I.C. I O Ill I I ill I I I I I I I I 111 ill E 1211 l II II I I II Il I I II — II it II II — — it I it ll II O I I I I l LL — II I I II II ,a I I lIl I I lIl I I I i1l I I III I II I II II II II II II II I II II II ll II II I II I II I II l II II I I ll ll II II II I II Il II I II I II II II II II 104 II II II II / 1 l N.I.C. N.I.C. N.I.C. „ tl lN.I.C. ii N.I.C. ENTRANCE/ EXIT N.I.C. 1I1I N.I.C. i1N.I.C. 11 li I II ll li II li II I II I „ II I II I II li I II II li II li II I II II II .I.C. I II I II N.IIT.I I I UN F I EXIT EXIT N.I. Ili N .C. I I.0 I i N .0 l l I. NI U H l l IT l l RET L S RE U E I NIT U C I NIT U A EST R I AI TO i t R AIL OR l l R AIL O l a R AIL OR TAI STO i t RE IL OR I TAI STO E i t R AIL OR II II I II I I I l I II I II II I II II it II it Il it II it 1 Il Ili II lIi EXIT 11 EXIT I II III II III 4 1 GROUND FLOOR DOMESTIC WATER PIPING PLAN - DEMO N� SCALE: 3/32" = 1'-0" GENERAL DEMOLITION NOTES: SHEET NOTES: 1. DEMOLISH AND REMOVE ALL COLD AND HOT WATER SYSTEMS AND COMPONENTS (EXCEPT O CUT AND CAP (E) WATER AND HOSE BIBB FROM POD PER PLAN. TYPICAL OF ALL. THOSE SHOWN ON PLAN TO REMAIN) INCLUDING BUT NOT LIMITED TO, EQUIPMENTS, PIPES, O REMOVE (E)%411 WATER HAMMER ARRESTORS ON COLD WATER PIPE. SEE N VALVE, SUPPORTS, AND ALL OTHER ASSOCIATED COMPONENTS, THAT ARE SERVING THE DWG. 1/PB-1.1 FOR CONTINUATION. TENANT SPACE. 2. DEMOLITION SHALL NOT INTERRUPT THE UTILITY SERVICE OF OTHER TENANT SPACES IF APPLICABLE. IF TEMPORARY UTILITY SHUT -DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT -DOWN. 3. ALL DEMOLITION DONE IN PLACE SHALL NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF 0 THE EXISTING BUILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. 4. PLUMBING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH GC TO REPAIR, REINFORCE, AND PATCH ANY WALL OR ROOF OPENING TO MAINTAIN EXISTING BUILDING FIRE RATING AND DESIGNED LIVE AND DEAD LOAD. ALSO PROVIDE NEW WATERPROOFING OR ROOFING TO SEAL OPENING WATERTIGHT. 1 1 2 3 4 5 6 7 8 9 I 10 1 11 1 12 1 13 14 1 15 1 16 17 18 F 15 4II 0 HWS aV CW ,',IQ 4 Y2`0 HWS 21'0 CW 19 19 0 V`90- RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 Canitpli C* 603 Stewart Street suite 610 Seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration C F Con: T ultant Mffp Ern► �i►n► e►e►r�ln► a► n► d� �e►sj► Win► Xi r GaiiI X-1► CJ .�J J.�.� JJJ.�J 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 �P.HU1 '0 P�6 pF WASy7��,: v 54085 � EXPIRES 2/05/21 RECEIVED Mar 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES JDEPARTMENT Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET K L M Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FLOOR N DOMESTIC WATER PIPING PLAN - DEMO Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith Co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 1 2 3 4 5 6 7 8 9 10 A F'VI N.I.C. N.I.C. N.I.C. N.I.C. fI.Y} N.I.C. II L.� N.I.C. N.I.C. i'137A Amp Fill 1,�nre�ere -� r_ _■v��r��■rv��`�----�.I■p��_Ot•V�7■ �ra...r.�! 1'IWiVl�::�:1—u�:.:u■�n��������������u��������u��u��������������u������u.n���������u (� •..I �•Lr.'J'.��.:��.19L— �--- �!L����� - .■�■I'--�•I_ II;::II. lil ' / �' ,. mmnnmmmmnnnnmmnnmmmmn■nmmnnnmmmnnunnmmmmnmm�■mmnnmm�mm�nn �.MEMO�1 -_._- ------ ------ ._®__ENIRLM_..I� I - I I _ _ I■II ■ • - ;• I I I I I I I I I ' III I : -..• -= I II I � - � - - � ■ � ■ �■= ■=� 31�1 101�l ul 131E oo ®I oo ®, oo I■I �� -.. ®-. - ___ � �� � I`1i`1 I�1i`1I G1iG1 �iF1 G1iG1l F1iF1 G1iG1 �1iG1 �i� I Ina. ��Boom N.I.C. N.I.C. N.I.C. 9 10 (E) 3"0 CW FOR CON'T 7 SEE SITE PLAN I N.I.C. 4 13 N.I.C. 14 15 N.I.C. Pm., LIR r I�—r■■-C?■ICI--- II—Z---a��__YII—■�■I•J- 1■. ��1�■ISII\1,---I��— �—!I■7■tt•�r-■'�r�1� _���__.IR:�1'—��;I�—� ■ ■ �� I ■ ■���1�11. .�. 1���-- —I:LII _I■III ;� .. , ;: I III■i ■ 1■J � a�.� �- I ►� r ;� �� �`ci��, � ■ I 1,1 II 0• — ..r,_,.,,..........,......r,__e.......e,.a:,..--...—.,.-o.w...o..a:..-...—M,-......e,.... ..,,_M,-......o..a:.. _.,-_,,,.®......e,...:,u— •• -,., •_ ..... VA - - ■ IIIIIII_■ __■■®_® I_■_® � IIIIII_■illlli® ��� ' ' ' I�■I 1 .`L•'� �r-.a1�� fin_ I■ ■I II 1 / - III�I,III 1 I,""fili►iiili►iiili,iiiniiiiili�:�ilJ Is I �w� .�- ._. ICI, � _� � ■ ■ � I I� �I I � � � ��/� ..! ► III!I!III 1 r 1005 1, 10 5 JU CE REA F � E1 84 — C)34"( 0 o I _J L- — )1 %2" Z Z (N) 12' COLD DELI 54A 54A U U 50 2 W 84 83 W W W LU 5 REACH IN DRS � � LU m © I I p50A PRODUCE PRODUCE ¢ of R"e d a "E "EPROD DO "E p a UCE w o 11—■-1� L•7��UOME!! III II 1l► � i 1 / I -��"E -�I"E R"E J 54A 54A —LIJ A A - a F 84 84 84 84 84 a (E)'2"0 HWS TO I _ I FOOD WARMER © a (E)%2"0 CW TO Of0 50 R BOILER PR E A.o" E PR L E T—PRODUCE :� E °E ATE (� ,Aa E Moo MODULE IN L 1. L �M NILE_ W a 4"y[1 `L"E "E R"E 84 I 3 REACH IN DR 3 REACH IN DR 184 0 CW TO °"E "E ""E "E R"E II 3 B KERY S 96ENSER RPBA W o R I I I 102 I II I s4 s4 CONCOURSE BAKERY SERVICE o ^^ of II `x��/, 52 II SEE DWG.3/PB-1.2 FOR DETAILS - - - — 18 18 18 18 18 18 18 8 U 5 1 (a) (ID (z) C) 1 p © O I I ® of O O O O CD o 0 L orsna ms osPur r-r m Ion 30 ME ME€ Ll III—tJ-0ll O p—q Fs DUMP SING H.S. _1T[ �Itll 0 — PACKAGED ICE I I / E)2"0 - , FREEZER 11 11 11 11 L 11 11 vw I EXIT 46' PR �0 UCE PALLET DISPLAY I I I I I 0 0O 2-mP = LJW'J PRFpSOK TIES II F UR ST RE IT — — NX24 raEpI1Y Wd(M2WW IIIfl 1 % "O CW (E) 2"0 C ■Ei 1T �a T EEUT ®� - ` ■ o 3 E[I o ■_. - W- - - -- -- �w - ME FF E N.I.C. w CJ Q IWA 18 19 Z"J 0 -,99,Jo RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 11-7 1Z K2 C 603 Stewart Street 5 J1 suite 610 N.I.C. 0 seattle, washington 98101 j 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ - 12 E Architect Registration N.I.C. /4110 HWS 3 /4110 CW H1 F Con: - H 2 2"0 HWS LI III T5k 2''O CW 47 N.I.C. N.I.C. II II II N.I.C. II TU TU / it `I I I ) !O vv I I I I I I ( 1 �� C INS OR NIT N S70 RE NIT EXIT 103 163 II I I I I I I CUSTOMER CC NT T IN TTOE UN B 11 " C I U I I R 30o SERVICE / z r I' I I III I I I I 1" II I II II I II II I I II II JI II II II I II I I II I I II II II II I II II 104 II / N.I.C. I N.I.C. I I N.I.C. ENTRANCE/ EXIT N.I.C. III N.I.C. II I II II — II I II II I I II II I II I II II N'I I I I I I N'I' I I I C EXIT EXIT N.I. I I N C. III AIIT ITO I I U H III IT I I RET NL S RE I U E III NIT II I R AIL OR II R AIL O I a R AIL OR II TAI STO II �� II II �� it L L � J II II I II II II .i LI III EXIT " EXIT I Oil GROUND FLOOR DOMESTIC WATER PIPING PLAN - NEW N SCALE: 3/32" = 1'-0" SHEET NOTES: 1O EXTEND (E)Y4"0 CW WITH NEW PER PLAN. CONTRACTOR TO VERIFY AVAILABLE INVERT VS DISTANCE TO FURTHEST PLUMBING FIXTURE TO CONFIRM CONTRACTIBILITY. N O2 PROVIDE %2" CD STUB -OUT WITH ISOLATION VALVE FOR CONNECTION OF REFRIGERATION EQUIPMENT. O3 EXTEND (E)1 "0 CW, 1 "0 HWS, AND Y4"0 HWR WITH NEW MATCHED SIZED PIPES PER PLAN. O4 1 "0 CW, 1 "0 HWS, AND Y4"0 HWR CONTINUES TO (N) BAKERY SERVICE. SEE DWG. 3/PB-1.2 FOR CONTINUATION. 0 < REINSTALL (E) %4" WATER HAMMER ARRESTORS ON COLD WATER PIPE. O6 CONNECT (N) YWO CW WITH HOSE BIBB TO (E) 2"0 CW PER PLAN. UNrr C 1 I 2 3 4 5 I 6 1 7 I 8 I 9 1 10 1 11 1 12 1 13 14 1 15 1 16 17 N.I.C. I I I' I — 18 ultant G 11IMP Ern► i►n► ee , n- nj mad Do►_s� ► fn► e �wit c)s nCJ.1 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration H \P•HUI•pgA' P�6 pF WASy���,: v 54085 E1 EXPIRES 2/05/21 - E RECEIVED Mar 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES JDEPARTMENT Issues and Revisions 1 No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET K - C L M Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FLOOR N DOMESTIC WATER PIPING PLAN - NEW Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Smith Co. Ilc. 19 1 B�l 01 1 2 3 14 5 1 6 17 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 SHEET NOTES: 1O REPLACE (E) PLUMBING FIXTURE WITH (N) PER PLUMBING FIXTURE SCHEDULE THAT A 4 I � g �SATISFIES LATEST GREEN BUILDING CODE AND LOCAL REGULATIONS. TYPICAL OFF ALL. 1 L rr A —�/ — — — — — — — 2 INSTALL (N) PLUMBING FIXTURES TO SATISFY ADA REQUIREMENTS PER ARCHITECTURAL I 1 - O COLD DELI (N) 12 'COLD REQUIREMENTS S.A.D. TYPICAL OF ALL. O < _ _ I \ < RECONNECT (E) PLUMBING TWW /CSTUB-OUTS TO (N) PLUMBING FIXTURES WITH 3 O I I MODIFICATION AND/OR OFFSETS WITHIN WALL AS NEEDED. REPLACE ALL (E) VALVES, r POC / WC I \ FLEX HOSE CONNECTION, WATER HAMMER ARRESTORS, AND ESCUTCHEON RINGS I 5 REACH IN DRS I I I WITH NEW. TYPICAL OF ALL. 1 I 4 B \ I � ° (E)2"0 CW, (E)12"0 HWS, AND (E) 34"0 TW &HWR CONTINUES TO AREAS NOT IN 84 B / PROJECT SCOPE. SEE PB - 1.1 FOR CONTINUES. W �r 3 I I < 5 (E)2110 CW, (E)2"0 HWS, AND (E)Y4'O HWR CONTINUES TO AREAS NOT IN PROJECT w 2 3 U ° SCOPE. SEE PB - 1.1 FOR CONTINUATIONS. > J T � Q 1 2 3 - --PoE � J )12"0 C v! � % 4II0 ww ^ Q t I[J /+ II / Q ( )/4110 v � w 1 2 3 /�/ I I J POC �IJR —- — Q — — — — -- -- >< _1117 o 0 0 I I P C 84 ♦ (E)Y2''O HWS TO LE1 I O FOOD WARMER \ I I �\% OO �\ L_ __ 7 U ) 2"0 CW TO I ILAV ° TER BOILE POC 1 2 3Or >< POQ1 >< 184 T0 I ILAV \� 1 2 3 I BAKERY SALES 11)2"0 ESW ER E S/ ( V4`0W ` .ggrcw r — — — — W cW (E) WO H 44< — — � — — __0Hws— (E)Z 0 CW � \ j LAV / 2 3 (E) CW I I \ (E)2`0 HWS - - - - J C (E)1%2"0 HWS 5 3 \ U I (E)34"0 HWR (E)%/ 0 TW& WR F 1 2 3 POC I I I I F / I \BAKE OVEN ( )3/4i H R / I 6 1 2 3 POC I I I 8' MEAT/ SEAFOOD MULTI DECK OHMH 8' MEAT/ SEAFOOD MULTI DECK OHMH E 1 SELF SERVE DISPLAY GALSS DISPLAY \ 74B \ 117 \ O \ WCI � O� OM 11E6'_0"CAKE �_" 373 73 KG a UNDERCOUNTER Si11 1 \ I , 2- REFRIG A A 10 10 10 UNDERCOUNTER 3 36 8 �R 2-DOOR REFRIG 0 3 'to CW DUMF K 7 a NERFS 0 _ POC P II (N) 8' MEAT MD (N) 8' MEAT MD 45 — — o A QA— — I 4 E H W 37 5A 90A 7 EOVEN )111(ii HH �411WIl (E)�4113ENLARGED DOMESTIC WATER PIPING PLAN - RESTROOM z=L_J 111OI IWyJ-38 —� I = Poc N _[ 30X72 WORK / SCALE: 3/8" = 1'-0" 203 31A 33�1 PREP SINK 60 W K OP REF, TABLE / N SHEET NOTES: I o I 5 64 / 9 I O REPLACE (E) PLUMBING FIXTURE WITH (N) PER PLUMBING FIXTURE SCHEDULE THAT— — LU SATISFIES LATEST GREEN BUILDING CODE AND LOCAL REGULATIONS. TYPICAL OFF ALL. 24X24 W RK 30X72 WORK 30X 2 WORK TOR OF / 31A 11 3-COMP IN I TABL TABLE ABLE / O2 INSTALL (N) PLUMBING FIXTURES TO SATISFY ADA REQUIREMENTS PER ARCHITECTURAL 37 37 37 — — — — — —9 F- — — — — —9 3-DOOR REACHIN O 3-DOOR REACHIN S3 3-DOOR WOR TOP REF, 5FT TOAST DISPLAY 5FT TOAST DISPLAY 5FT TOAST DISPLAY c GLASS REFRIG FREEZER O REQUIREMENTS S.A.D. TYPICAL OF ALL. I I 38 I I 38 I 11 — — _ _ � 6— ORECONNECT (E) PLUMBING TW/CW STUB -OUTS TO (N) PLUMBING FIXTURES WITH MODIFICATION AND/OR OFFSETS WITHIN WALL AS NEEDED. REPLACE ALL (E) VALVES, I I I , (E)/4110 R FLEX HOSE CONNECTION, WATER HAMMER ARRESTORS, AND ESCUTCHEON RINGS W I I c cw I I I I w— I I I III I III (E)� 0 C\iV I I WITH NEW. TYPICAL OF ALL. (E)1 "0 I I 1 "0 CW %4"0 H J /' i WC CD O / WC i `(E)1%"0 C < (E)1/2 0 CW, (E) /4 0 TW, (E)2 0 HWS, AND (E) II 0 HWR CONTINUES TO AREAS NOT IN I I I 1 II 3 II II 3 I I I I I I I I I I / PROJECT SCOPE. SEE PB - 1.1 FOR CONTINUES. I O1 I 1 1 5 (E)2"0 CW, (E)1%2'0 HWS, AND (E)34"0 TW & HWR CONTINUES TO AREAS NOT IN 1 2 \ � PROJECT SCOPE. SEE PB - 1.1 FOR CONTINUATIONS. � I / \ I / POC --- \'-- I/�/ O6 (E)2"0CW, (E)1%2"OHWS, AND (E)34"OHWR CONTINUES TOAREAS NOT INPROJECT 3 ENLARGED DOMESTIC WATER PIPING PLAN - BAKERY N _ ��— — — SCOPE. SEE PB - 1.1 FOR CONTINUATIONS. SCALE: 1/41' = 11-0'' I - - 3 K>< W O O U SHEET NOTES: K 2 3 (E)%4�Q� O (E)%4"0 HWR CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-1.1 FOR CONTINUATION. 158 2 0 (E)1 2"0 CW & HWS CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-1.1 FOR CONTINUATION. >� om 0 WC POC 157 16 3 UR 3 EXTEND (E) 1 "0 CW, (E)1 "0 HWS, AND (E)34"0 HWR WITH NEW MATCHED SIZED PIPES PER PLAN. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE OF (E) PIPE AT FIELD PRIOR TO CONSTRUCT. ' O4 3/4R Amp, '0 CW DOWN TO KICK -SPACE OF SERVICE COUNTER ABOVE GROUND. L � O/ 3 L POC O5 1 "0 CW3/4 , 1 "0 HWS, AND "W 0 HWR DOWN TO KICK -SPACE OF SERVICE COUNTER ABOVE GROUND. HWS /— — I \ —HWS — I — HW 6 PROVIDE LISTED BACK -FLOW PREVENTION DEVICE PRIOR TO CW CONNECTION TO COFFEE MACHINE. E 2"0 CW I LAV 1 L I — — — — (E) 41� HWR O7 1 0 CW AND 1 0 HWS BELOW GRADE. )1/ 0 HWS � — — (E) II H 1 _ Og 1 "0 CW AND 1 "0 HWS IN KICK -SPACE OF SERVICE COUNTER ABOVE GROUND. )/4110 &HWR — \ F/ I \\ J r I \ O REPLACE (E) PLUMBING FIXTURE WITH (N) PER EQUIPMENT SCHEDULE WITH REUSE (E) WATER M LAV V STUB OUTS AND (E) FS FOR INDIRECT DRAINAGE. M PROVIDE LISTED BACK -FLOW PREVENTION DEVICE PRIOR TO CW CONNECTION TO DEDICATED FILTER OF ICE MACHINE. P I (E)%2" CW 1 I I 1 I I I I L-----1 (E)2110 C\IV I I I (E)12'10 F� S I 1-59 (E)4"0 HIV II I II I HALLWAY 0 0 I I I ('__2ENLARGED DOMESTIC WATER PIPING PLAN - RESTROOM NO) SCALE: 3/8" = 1'-0'' 1 2 3 4 5 1 6 17 8 1 9 1 10 1 11 1 12 1 13 14 15 1 16 1 17 1 18 19 I.&, "14 99RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 smith a*. 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration Consultant Ern► �i►n► e►e►r�ln► a► n► a De►xil Win► X4e)-r� V1 CJe'SJ 2�n► CJ .�J 11 It- JJJ.�J 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration rrP • H U I pn9 • of WAS��y :• 54085 EXPIRES \ j 2/05/21 1 RECEIVED Mar 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description ENLARGED DOMESTIC WATER PIPING PLAN Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of Smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Smith co. Ilc. PB-1 02 18 19 1 � 2 3 4 5 6 8 9 10 11 12 1 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 I /\ II 1 II /\ I 1II /\ I I ; '/'; /"" \' \" II 1 GROUND FLOOR WASTE AND VENT PIPING PLAN - DEMO SCALE: 3/32'' = 1'-0" GENERAL DEMOLITION NOTES: SHEET NOTES: 1. DEMOLISH AND REMOVE ALL COLD AND HOT WATER SYSTEMS AND COMPONENTS (EXCEPT 1O REMOVE, CUT, AND CAP (E) FS FROM POD PER PLAN. TYPICAL OF ALL. N THOSE SHOWN ON PLAN TO REMAIN) INCLUDING BUT NOT LIMITED TO, EQUIPMENTS, PIPES, O REMOVE, CUT, AND CAP (E) VENT AND WALL CLEAN -OUT FROM POD PER PLAN. TYPICAL OF ALL. VALVE, SUPPORTS, AND ALL OTHER ASSOCIATED COMPONENTS, THAT ARE SERVING THE TENANT SPACE. O REMOVE, CUT, AND CAP (E) HAND SINK FROM POD PER PLAN. TYPICAL OF ALL. 2. DEMOLITION SHALL NOT INTERRUPT THE UTILITY SERVICE OF OTHER TENANT SPACES IF APPLICABLE. IF TEMPORARY UTILITY SHUT -DOWN IS REQUIRED, ALWAYS COORDINATE WITH FACILITY FACULTY PRIOR TO SHUT -DOWN. 3. ALL DEMOLITION DONE IN PLACE SHALL NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF 0 THE EXISTING BUILDING OR EXISTING UTILITY SUPPORTS THAT IS REQUIRED TO BE REMAINED. 4. PLUMBING CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH GC TO REPAIR, REINFORCE, AND PATCH ANY WALL OR ROOF OPENING TO MAINTAIN EXISTING BUILDING FIRE RATING AND DESIGNED LIVE AND DEAD LOAD. ALSO PROVIDE NEW WATERPROOFING OR ROOFING TO SEAL OPENING WATERTIGHT. 1 1 2 1 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 15 (E)4" 0 FCO (E)3" 0 GW (E)2" 0 VTR (E)2" 0 VTR 0 V` 0) RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 with a�. 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration C F Con. ultant G FHrP Ern► i►'n► ever-1 ►n► a►n►d� De -ll n► eerei� �i► a-zere Irn► au% 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 T 44�WA HUI0O T ; 4, EXPIRES 12105121 RECEIVED Mar 08 2021 CITY OF EDMONDS J DEVELOPMENT SERVICES DEPARTMENT Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET K L M Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FLOOR N WASTE AND VENT PIPING PLAN - DEMO Computer File Scale Template 0 by and the property of smith Co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. 19 PB�200 2 1 3 1 4 1 5 1 6 1 7 I 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 18 1 19 H1 2 ) ( 3 ) ( 4 ) ( 5 ) ( 6 ) ( 7 ) ( 8 ) ( 9 ) (10) (11 ) (12) (13) (14 RII I t I J N.I.C. N.I.C. ( N.I.C. N.I.C. N.I.C. N.I.C. ww� ) F N.I.C. OF SS T K R I 22 I ^II 42 — 9T — ° — — — / �/� F N.I.C. R CiTAII N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. 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EO — 52 — — — a_ — — — — II — — — ET — — (SW) IE-334.40' 5 F O 18 1 18 O 18 D 18 O 18 O 18 O 18 O 18 BAKE �VEN PRO ER / n J - 0 5oA 1-10 I ( OO ® I OO OO OO O + o 0 1 s suac our Huss usPur CV N 1.5'X' 1.' 4 FCO -ME No - - - - o � o - o s s><« ( II S 82 E 1 p--q 35 PACKAGED ICE O I I ® 3. g 7 .I FREEZER 11 11 11 11 L_ / 11 11 11 11 10 1 2" SW I CE PALLET DISPLAY Eo T WS—w r5 II s F U R II = "3 ST RE IT �IL 83 �� — — — — — — — r �. — II ' I R o 0 0 L0 JIL -] s"I o >�C Imatt msvur st matt —ur sr matt msvur II N.I.C. 47 N.I.C. N.I.C. , i N.I.C. ' I Tu Tu I I , I I ', 3�IIGW EXIT I I I I I I I I IN OR NIT INS RE NIT 103 163 I I I I 411 I I I I / CUSTOMER z CC NT T IN TTOE UN B I I I I I I l SERVICE N.I.C. � I O III I I ill I I I I I I I I III I I I II I II II II II II II II I I II II I I ll I — 1I II II II I ll II I ( 4u II E �� II 1 I I III I II I I Ill I I III II II II I II ll II II II II II I l , II II II II II II I Il II II II II II II I I , II II II / II II ll II ll II I II II I l I 104 II Il Il II II II I II N.I.C. N.I.C. l N.I.C. II ll N.I.C. I N.I.C. it N.I.C. ENTRANCE/EXIT N.I.C. III N.I.C. Il N.I.C. ill II N.I.C. II 4" I II I II II l II I II I II II II II II I II I II I II ll II � I ..C. I N.I ll I. Ill N.I. ll UNLCF I ExIT EXIT N.I. 111 N .C. ll LC II N .C. .I. III NI I IT I I U H I I IT I RET L S RE U E I I NIT U C l l NIT Q U A EST R Il AI TO ll R AIL OR II R AIL O II 11 �a R AIL OR II TAI STO ll RE IL OR ll TAI STO I R AIL OR II II I II II II I I I II I II I II II II II II II II II I Ill II 111 EXIT EXIT I II Ill II III / a L/L/ \,J\,J GROUND FLOOR WASTE AND VENT PIPING PLAN - NEW Z"J SHEET NOTES: OCONNECT (N) 3110 SW TO (E)4110 SW BELOW FLOOR. O7 4"0 GW AND 2''0 GW CONTINUES TO (N) BAKERY SERVICE. SEE DWG.3/PB-1.2 FOR CONTINUATION. N O CONNECT (N) 3110 SW TO (E)310 SW BELOW FLOOR. Og EXTEND (E)2"0 VTR WITH NEW MATCHED SIZED PIPES PER PLAN. 3 O II EXTEND (E) 3 0 SW AND CONNECT TO (N)3II 0 SW BELOW FLOOR. Og 2110 VENT CONTINUES TO (N) BAKERY SERVICE. SEE O4 LOCATION OF FLOOR SINK IS SHOWN DIAGRAMMATICALLY DWG.3/PB-1.2 FOR CONTINUATION. BASED ON RECORD DRAWING AND NEW EQUIPMENT LAYOUT. PLUMBING CONTRACTOR TO VERIFY EXACT LOCATION OF 10 CONTRACTOR SHALL PROVIDE DRAINAGE TO FLOOR SINK AT FILED AND CONFIRM EXACT EQUIPMENT FIXTURE/EQUIPMENT AND INDIRECTLY DISCHARGE TO NEAR -BY LOCATION PRIOR TO DEMOLITION. KEEP EXISTING FLOOR SINK FL. SINK AT 1'ABOVE FLOOD RIM. 0 IN PLACE TO SERVE NEW EQUIPMENT AS APPLICABLE. OCONNECT (N) 3110 GW TO (E)4110 GW BELOW FLOOR. OEXTEND (E)4110 GW WITH NEW MATCHED SIZED PIPES PER PLAN. 1 2 3 4 5 6 SCALE: 3/32" = 1'-0" 7 I 8 I 9 I 10 1 11 1 12 1 13 14 1 15 1 16 17 18 f 0 IN ;11 RANCH MARKET B at Edmonds 22511 Highway 99 Edmonds, WA 98026 C • 603 Stewart Street suite 610 — seattle, Washington 98101 206.466.5239 p 206.713.4076 m D ksmith@smithco.org http://www.smithco.org/ Architect Registration E F Con: ultant G �H�P Enmin► a rmin► n► di �e►_s�i, ► Win► iz JJJ .rJ g zJ seremp11'CJes In' CJ. 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 \P.HUI.pq�' 54085 EXPIRES 2/05/21 RECEIVED Mar 08 2021 CITY OF EDMONDS DEVELOPMENT SERVICES JDEPARTMENT Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET K L M Project Name 99 RANCH EDMOND Project Number 20066 Description GROUND FLOOR N WASTE AND VENT PIPING PLAN - NEW Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned 0 by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of Smith co. Ilc. BII. 1 1 2 1 3 14 5 1 6 1 7 8 1 9 1 10 1 11 12 1 13 1 14 1 15 1 16 1 17 18 1 19 -:4- ZZ_�P _7Z_ SHEET NOTES: 1O REPLACE (E) PLUMBING FIXTURE WITH (N) PER PLUMBING FIXTURE SCHEDULE THAT A VVUU / I SATISFIES LATEST GREEN BUILDING CODE AND LOCAL REGULATIONS. TYPICAL OFF ALL. A WC I� 2INSTALL (N) PLUMBING FIXTURES TO SATISFY ADA REQUIREMENTS PER ARCHITECTURAL 2 3 I REQUIREMENTS S.A.D. TYPICAL OF ALL. '\V0 1 I O3 RECONNECT (E) PLUMBING WASTE AND VENT STUB -OUTS TO (N) PLUMBING FIXTURES 3 1 / WITH MODIFICATION AND/OR OFFSET WASTE AND VENT PIPE FOR RECONNECTION AS NEEDED. REPLACE ALL (E) CLEAN -OUTS, TRAP -PRIMER AND WALL CLEAN -OUT COVER 184 I \� I iWITH NEW. TYPICAL OF ALL. zzz:BAKERY SALES (E)4"0 SW B 1 2 3 O4 (E) 4"0 GW AND (E) 4"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 00 T FOR CONTINUATION. (E)4"0 FCO PO �� - - - - (E)FD (E)3"0 VTR (GW) IE=334.40 (E)2„0 V 1 2 3 1 3 (SW) IE=334.40' \\ PO UR P C I -� C _1 2 1 3 < 1 C POC,4 LAVAKE ---6' PRO 0 ER (E)2 0 SW SW OVEN (E)6" W (E)2"O V r SELF SERVE DISP GALSS DISPLAY (E)2"O S� LAVJ'� < O — 117 74 a GW \ 1 „ SOd (E)2 0 VI 64B 6'_0" 64A 1 2 3 30 6'-0" CAKE B K E - UNDERCOUNTERL; 11 1 0 Sd 1 D C 8 1 0 64A 2-D 8 REFRIG UNDERCOU T$16 JI < < 36 I R 8-DOOR RE 0 i 1 FS—Fs 2ii 0 V (E)3"0 VTR --� ILAV \� D �0 w //(E)2"0 SW 1 3 —I 45 — — — o — �3"0 GW 3u — 35 74B11 V BG — — `� — — — I — 35A OA J(E)20V� J C �J I G n E2"0 R J I td �� 1 1 1 GW — — E `� \\ 1 LAV z= I I 806 I OVEN 38 1 E FCO L _ _ _� 1 (E)2 0 SW 1 -C MP o 60' W OP REF, i W / E FD POC �O 4 0 GW — 31 31 3�R P-SI �° SLOPE/FT �&JX72TA LE 11 203 C ��1 = 8 I 12 P 1 2 3 I o I I I I POC/ / POC P 2 3 64 2"0 V BIG —� 2"0 BG_ 2"0 V B a— GW _ _ E FD 0_ 1 \� 24X ABL RK 30X72 WORK I30X 2 WORK / 31A 1 �O P SINK C 1 \ TABLE 1 ABLE r 37 37 37 — — — — — —9 F_ — — — — —q 3-DOOR (�I 3-DOOR REA 3-DOOR WORKTOP REF, 1 8' MEAT/ SEAFOOD MULTI DECKOHM 8' MEAT/ SEAFOOD MULT I GL SS R FRIG FREEZ R 1 V__ I 38 1 1 38 I 0CD WC I / 5FT TOAST DISPLAY 5FT TOAST DISPLAY 5FT TOAST DISPLAY — 1 1i� 73 73 )4"0 G 1 2 3 I i i ili i ili i i ii 1 ii ii i G (E)4'O SW II (N MEAT MD (N)8' M - / G II IE=337.10' IE-337.95' 11 (E3373 ENLARGED WASTE AND VENT PIPING PLAN - BAKERY N (E)4"O FCO I I (E)4110 GW _ _ SCALE: 1/4" = 1'-01, (E)4"0 GW II I I I I H I I H 1 ENLARGED WASTE AND VENT PIPING PLAN - RESTROOM N SCALE: 3/8" = V-0" SHEET NOTES: / (E)4"0 S 4 (SW) IE=33 .9 SHEET NOTES: Z_ 3 O (E)4"0 FCO (E)4110 F O REPLACE (E) PLUMBING FIXTURE WITH (N) PER PLUMBING FIXTURE SCHEDULE THAT (E)4" 0 GW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. SATISFIES LATEST GREEN BUILDING CODE AND LOCAL REGULATIONS. TYPICAL OFF ALL. O2 (E)6"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. OINSTALL (N) PLUMBING FIXTURES TO SATISFY ADA REQUIREMENTS PER ARCHITECTURAL 3 �� I � � � I REQUIREMENTS S.A.D. TYPICAL OF ALL. O (E)4"O SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. zx'(E) FS / 1 WC / WC 1 3 RECONNECT (E) PLUMBING WASTE AND VENT STUB -OUTS TO (N) PLUMBING FIXTURES O4 CONNECT 2"0 V IN CEILING SPACE TO (E) 3"0 V PROVIDED BY LANDLORD. / I I \ O 1 I I WITH MODIFICATION AND/OR OFFSET WASTE AND VENT PIPE FOR RECONNECTION AS O5 (E)2"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. I � 1 1 2 � NEEDED. REPLACE ALL (E) CLEAN -OUTS, TRAP -PRIMER AND WALL CLEAN -OUT COVER � POC 6 E 3"0 GW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. I / / WITH NEW. TYPICAL OF ALL. O ( ) O4 E 4"0 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR O7 \ / L T () (E)2 0 V CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR CONTINUATION. �� __�! —__ _—_ ��__;�� CONTINUATION. O CONTRACTOR SHALL PROVIDE DRAINAGE TO FIXTURE/EQUIPMENT AND INDIRECTLY 1 2 3 5 (E) 4 0 GW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR DISCHARGE TO NEAR -BY FL. SINK AT 1 ABOVE FLOOD RIM. C CONTINUATION. W O9 PROVIDE WALL CLEAN -OUT AT ALL SINKS ABOVE GRADE. U.N.O TYPICAL OF ALL. 1 2 3 O6 (E) 2"0 V CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR POC CONTINUATION. 10 REPLACE (E) PLUMBING FIXTURE WITH (N) PER EQUIPMENT SCHEDULE WITH REUSE (E) WATER 158 RFD 'J' D STUB -OUTS AND (E) FS FOR INDIRECT DRAINAGE. POC O7 (E) 20 SW CONTINUES TO AREAS NOT IN PROJECT SCOPE. SEE PM-2.1 FOR 11 K 1 2 3 CONTINUATION. O CONNECT (N) 2"0 VENT TO (E) 3" 0 VTR IN CEILING SPACE. CONTRACTOR TO CONFIRM EXACT K OM W UR� 1 LOCATION, SIZE, INVERT, AND CONDITION PRIOR TO CONSTRUCTION. O (E)4 0 (E)3"0 VTR 1 2 3 PO\,q4 r MEN H LWY12 CONNECT (N) 4"0 GW TO (E) 4"0 GW MAIN. CONTRACTOR TO CONFIRM EXACT LOCATION, SIZE, " INVERT, AND CONDITION PRIOR TO CONSTRUCTION. POCTr- 1 — — - — — 13 CONNECT N 2"0 GW TO 4"0 GW MAIN. CONTRACTOR TO CONFIRM EXACT LOCATION, SIZE, � 1 2 3 I 1 O O O 1 / I J� 1 (E)4"0 SW INVERT, AND CONDITION PRIOR TO CONSTRUCTION. / 1 \ LAV 1 L>< I I► I L 1 L _ _ _ J L _ _ _ _ _ _ J \ E -- —� I I LAV V lo I LL W M - - o M J 1 I I I I (E)4"0 SW I L-----J I N 1 1 1 1 9 (E)21 O V 7 N (E)4"0 GW I (E)4"0 WI HALLWA (E)4"0 SW E)4"0 FCO LU 1 E)4"0 SW n II 1 O -7 0 I I ") 5 n —, o I LO II T 0 3 Et-03 .45' �, 0 ��J � / -1 !, i . 2 ENLARGED WASTE AND VENT PIPING PLAN - RESTROOM NZ� SCALE: 3/8" = V-0" 1 2 3 4 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 &, "%I 99 RANCH MARKE at Edmonds 22511 Highway 99 Edmonds, WA 98026 with C-00 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration Consultant �HrP EJn► �i►'n► e►e►r�►n► a► n► d De►" Win► Irri► 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration rr-P H U I p nq 54085 EXPIRES \ j 2/05/21 1 RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description ENLARGED WASTE AND VENT PIPING PLAN Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of Smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. B-202 '�'�k �99 RANCH MARKET at Edmonds 22511 Highway 99 Edmonds, WA 98026 with C-00 603 Stewart Street suite 610 seattle, washington 98101 206.466.5239 p 206.713.4076 m ksmith@smithco.org http://www.smithco.org/ Architect Registration Consultant �HrP Ern► �i►'n► e►e►r�►n► a► n► d De►" Win► �e'2�'�� �1 C�e'� Irri► C�� 3103 Independence Drive Livermore, CA 94551 TEL: 925-409-2508 CEL: 510-468-0613 FAX: 510-788-6039 Consultant Registration rr-P H U I p nq rJ WAS; ;*!q 54085 .. T EXPIRES \ j 2/05/21 1 RECEIVED ►•FMIT-OP- 1PA CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Issues and Revisions No. Date Issues 02.25.21 PERMIT REVIEW SET 03.01.21 PERMIT SET Project Name 99 RANCH EDMOND Project Number 20066 Description PARTIAL PLUMBING ROOF PLAN Computer File Scale Template All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of Smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. B-300