Loading...
APPROVED BLD ENG FIR PLN RESUB 1-BLD2023-1136+Architectural_Plan+11.15.2023_12.03.33_PM+3902181ABBREVIATIONS ACOUS. ACOUSTICAL H.B. HOSE BIB ACW ALUMINUM CLAD WOOD H.C. HOLLOW CORE A.D. AREA DRAIN HDWD. HARDWOOD A.F.F. ABOVE FINISHED FLOOR H.M. HOLLOW METAL A.H.J. AUTHORITY HAVING JURISDICTION HORIZ. HORIZONTAL AGGR. AGGREGATE HR. HOUR AL ALUMINUM HGT., HT. HEIGHT ALUM. ALUMINUM H.W.H. HOT WATER HEATER ARCH. ARCHITECTURAL ASB. ASBESTOS I.B.C. INTERNATIONAL BUILDING CODE ASPH. ASPHALT INSUL. INSULATION INT.,INTER. INTERIOR BD. BOARD BLDG. BUILDING JAN. JANITOR BLKG. BLOCKING BM. BEAM LAM. LAMINATE B.O. BOTTOM OF LH LEFT HAND BOT. BOTTOM MAX. MAXIMUM C.B. CATCH BASIN MECH. MECHANICAL CLG. CEILING MTL. METAL CLKG. CAULKING MFR. MANUFACTURER CL. CLOSET MH. MANHOLE CLR. CLEAR MIN. MINIMUM C.M.U. CONCRETE MASONRY UNIT MIR. MIRROR COL. COLUMN MISC. MISCELLANEOUS CONC. CONCRETE CONT. CONTINUOUS N.I.C. NOT IN CONTRACT CPRSN. COMPRESSION NO., # NUMBER C.S. CRAWL SPACE N.T.S. NOT TO SCALE DBL. DOUBLE 0/ OVER DTL., DET. DETAIL O.C. ON CENTER D.F. DRINKING FOUNTAIN O.H. OVER HEAD DIA. DIAMETER DIM. DIMENSION PERF. PERFORATED DISP. DISPENSERS P.LAM. PLASTIC LAMINATE DN DOWN PLWD. PLYWOOD DR DOOR PR. PAIR IDS. DOWNSPOUT P.T. PRESSURE TREATED DWG. DRAWING PTD. PAINT P.T.D. PAPER TOWEL DISPENSER EA. EACH E.J. EXPANSION JOINT QUAN. QUANTITY EL., ELEV. ELEVATION ELECT. ELECTRICAL R RISERS EMER. EMERGENCY RAID. RADIUS E.P. ELECTRICAL PANELBOARD R.D. ROOF DRAIN EQ. EQUAL REF. REFRIGERATOR EQPT. EQUIPMENT REINF. REINFORCED, REINFORCING (E), E. EXISTING REQ. REQUIRED EXIST. EXISTING RH RIGHT HAND EXPO. EXPOSED RM. ROOM EXT. EXTERIOR R.O. ROUGH OPENING E.I.F.S. EXT. INSUL. FINISH SYSTEM S.A.M. SELF ADHERED MEMBRANE FDN. FOUNDATION S.C./SC SOLID CORE F.E. FIRE EXTINGUISHER SF, S.F. SQUARE FEET F.E.C. FIRE EXTINGUISHER CABINET SH. SHEET F.F. FINISH FLOOR SHEATH. SHEATHING F.H. FIRE HOSE SHLF. SHELF FIN. FINISH SIM. SIMILAR FL. FLOOR SPEC. SPECIFICATION FLASH. FLASHING SQ. SQUARE FLUOR. FLUORESCENT ST STAIN/STAINED F.O. FACE OF STD. STANDARD F.O.C. FACE OF CONCRETE STL. STEEL F.O.F. FACE OF FINISH STOR. STORAGE F.0.1.C. FURNISHED BY OWNER AND STRUCT. STRUCTURAL INSTALLED BY CONTRACTOR SUSP. SUSPENDED F.0.1.0. FURNISHED BY OWNER AND INSTALLED BY OWNER T TREADS F.O.S. FACE OF STUDS TEMP. TEMPERED F.O.W. FACE OF WALL T.S. TUBE STEEL FPRF. FIREPROOF T.P.H. TOILET PAPER HOLDER F.R.T. FIRE RETARDANT TREATED TYP. TYPICAL F.S. FLOOR SINK FT. FOOT OR FEET U.N.O. UNLESS NOTED OTHERWISE FTG. FOOTING FURR. FURRING V.B. VAPOR BARRIER GA. GAUGE W.C. WATER CLOSET GALV. GALVANIZED WD. WOOD GLS GLASS W/ WITH GL GLAZED/GLAZING W/O WITHOUT G.L.B. GLUE LAM BEAM WP. WATERPROOF OR G.S.B. GYPSUM SHEATHING BOARD WATERPROOFING GWB GYPSUM WALL BOARD WRB WATER RESISTANT BARRIER GYP GYPSUM WSCT. WAINSCOT LEGAL DESCRIPTION SEATTLE HEIGHTS DIV 4 BLK 006 D-01 LOT 3 EXC S 170FT THOF TOWNSHIP: 27 RANGE: 04 SECTION: 02 QUARTER: SW (SYMBOLS DIRECTORY GRIDLINE BUILDING SECTION 1 1 1 WALL SECTION MATCH LINE 8.3 I 1 DETAIL INTERIOR ELEVATION A5.0 2 A1.0 ELEVATION MARKER REVISION MARK _F -1 C 1 I _ J DETAIL CENTERLINE _ NEW NEW & EXISTING OWINDOW MARKER CONTOURS EXISTING A PARTITION TYPE CUT LINE 1 ODOOR NUMBER EXTERIOR ELEVATION A3.0 GENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY AND ALL CONDITIONS RELATED TO THE SITE AND EXISTING BUILDING CONDITIONS THAT MAY AFFECT THE COST OR SCHEDULING OF CONSTRUCTION ACTIVITIES, PRIOR TO SUBMITTING A BID. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE INCLUDING THOSE SHOWN ON RECORD DRAWINGS, AND CONDITIONS RELATED TO THE LOCATION OF EXISTING UTILITIES AND SERVICES BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR THE ABOVE. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 2. DO NOT SCALE DRAWINGS OR DETAILS -- USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS. DIMENSIONS ON PLANS ARE TO FACE OF EXISTING FINISHES, FACE OF NEW STUDS, DOOR AND WINDOW OPENINGS, GRIDLINE OR CENTERLINE. U.N.O. 3. NEW DOORS AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE (4.5") FROM FACE OF ADJACENT FINISHED WALL ON THE HINGE SIDE OF DOOR. 4. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 5. BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. NOTIFY THE ARCHITECT OF ANY RESULTING CONFLICTS. 6. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. CONFORM TO AGENCY INSPECTOR'S COMMENTS AND CORRECTIONS. NOTIFY THE ARCHITECT OF ALL CONFLICTS IMMEDIATELY & BEFORE PROCEEDING, AND ESPECIALLY IF INSPECTOR'S REQUIREMENTS CHANGE OR ADD TO APPROVED PLANS AND CONTRACT DOCUMENTS. 7. COORDINATE ALL OPERATIONS SUCH AS AREAS USED FOR MATERIAL STORAGE, PARKING, ACCESS TO AND FROM WORK AND TIMING OF WORK WITH THE ARCHITECT AND OWNER. 8. THE BUILDING SHALL BE OCCUPIED DURING CONSTRUCTION. MAINTAIN EXITING FROM OCCUPIED AREAS. COORDINATE PHASING PLAN, HOURS OF OPERATIONS, PARKING, ETC. WITH OWNER. 9. INSTALL DUST BARRIERS, BARRICADES, GUARDS AND OTHER PROTECTION AS REQUIRED TO PROTECT OCCUPANTS, INSTALLED FINISHES AND FACILITIES. 10. SOME ITEMS OR SYSTEMS INCLUDED IN THE CONSTRUCTION DOCUMENTS ARE TO BE "BIDDER DESIGNED" OR ARE PROVIDED BY OTHERS. THE ARCHITECT AND CONSULTING ENGINEERS WILL REVIEW ALL BIDDER DESIGN SUBMITTALS AND WILL DETERMINE IF THE SUBMITTAL IS IN CONFORMANCE WITH THE GENERAL DESIGN CONCEPT. THIS REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO CONFORM TO THE REQUIREMENTS OF ALL CODES AND THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF BIDDER DESIGNED ITEMS WITH THE STRUCTURAL SYSTEM AND FRAMING. CONFLICTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO BID AND THE REQUIRED MODIFICATIONS INCLUDED IN THE BID PRICE. 11. ALTERATIONS TO THE HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL BE BY BIDDER DESIGN CONTRACTOR. GENERAL CONTRACTOR WILL NEED TO COORDINATE WITH THESE CONTRACTORS AND SECURE PERMITS. 12. CONCEPTUAL BIDDER DESIGN INFORMATION IS INCLUDED THROUGHOUT THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY CONSULTING ENGINEER(S) OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS/HER OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 13. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL AND LOCAL GLAZING STANDARDS AND THE GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE REQUIREMENTS. IF THE GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARDS, HE/SHE SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. NO CLAIMS FOR EXTRAS FOR COMPLYING WITH THE STANDARDS WILL BE ENTERTAINED REGARDLESS OF THE CONTENT OF THE DRAWINGS AND SPECIFICATIONS. 14. CONCEAL TO THE GREATEST EXTENT POSSIBLE PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION IN DRAWINGS. OFFSET STUDS WHERE REQUIRED SO THAT FINISHED WALL SURFACES WILL BE FLUSH. PAINT OR FINISH ALL EXPOSED EQUIPMENT & ELEMENTS. 15. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 16. ALL WOOD FRAMING DETAILS AND CONNECTIONS (SHOWN AND NOT SHOWN) SHALL BE CONSTRUCTED TO CODE STANDARDS. ALL LIGHT GAUGE METAL STUDS AND FRAMING (SHOWN AND NOT SHOWN) SHALL BE INSTALLED PER THE STANDARDS AND DETAILS PUBLISHED BY THE STEEL STUD MANUFACTURER'S ASSOCIATION. 17. ALL WOOD IN DIRECT CONTACT WITH CONCRETE, OR EXPOSED TO WEATHER, OR GIRDERS LESS THAN 18" FROM GRADE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE & SHALL BE IDENTIFIED WITH THE STAMP OF THE AMERICAN WOOD PRESERVERS INSTITUTE. USE BUILDING PAPER @ JOIST ENDS TO PREVENT CONTACT WITH CONCRETE. 18. FIRE BLOCKING SHALL BE PROVIDED AT MID -HEIGHT OF ALL STUD WALLS AND PARTITIONS OVER 10 FT. IN HEIGHT, AT THE CEILING AND FLOOR LEVELS, AT ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS, AND AT 10 FT INTERVALS AS REQUIRED. 19. SHOULD A BIDDER FIND DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, OR BE IN DOUBT AS TO THEIR MEANING, HE/SHE SHOULD AT ONCE NOTIFY THE ARCHITECT IN WRITING, WHO WILL SEND WRITTEN INSTRUCTIONS OR ADDENDA TO ALL BIDDERS. IF CLARIFICATIONS ARE NOT PROVIDED, THE BIDDER MUST INCLUDE IN THE BID THE MORE EXPENSIVE ALTERNATIVE ITEM. PRODUCT. SYSTEM. METHOD. APPROACH. ETC. NEEDED TO COMPLETE THE WORK Approved DFM aMyis guvt South County Fire Date: 11 /17/2023 11-17-2023 RESUB 1 PLAN REVIEW APPROVED WITH CONDITIONS: 1. 8" INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE REQUIRED TO BE INSTALLED ON THE BUILDING VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. 2. SUBMIT SEPARATE PERMITS FOR: - FA SYSTEM - HOOD SUPPRESSION SYSTEM - HOOD MECHANICAL KUZMA S FISH MARKET EXPANSION 21104 70TH AVE W, EDMONDS, WA 98026 ZONING CODE DATA ZONING CLASSIFICATION: CG2 - GENERAL COMMERCIAL ADJACENT LAND USE: NORTH -CG2 EAST - CG2 SOUTH-CG2 WEST-CG2 SETBACK REQUIREMENTS: STREET: 4' (MUST BE LANDSCAPED) SIDE: NONE LANDSCAPING REQUIREMENTS: 4' BUFFER FROM STREET FRONT TYPE IV LANDSCAPING ADJACENT TO STREET FRONT TYPE III LANDSCAPING 3' IN WIDTH AND CONTINUOUS IN LENGTH BETWEEN USES IN THE PARKING REQUIRED MIN: 1 PEKING STALLS ;74 REQUIRED PARKING DIMENSIONS: 8 1/2' WIDE X 16 1/2' LENGTH PARKING PROVIDED: 13 MAX BLDG HEIGHT ALLOWED: 75' MIN LOT AREA: NONE PROJECT DESCRIPTION TENANT IMPROVEMENT EXPANSION OF A MARKET INTO A PREVIOUS BUSINESS TENANT SPACE. SEPARATE OR DEFERRED PERMITS THIS DRAWING SET IS SUBMITTED TO OBTAIN A BUILDING PERMIT. ALL OTHER PERMITS WILL BE DEFERRED INCLUDING: • ELECTRICAL • PLUMBING MECHANICAL 1 • WALK-IN COOLER • FIRE ALARM SYSTEM PERMIT SET 09/08/2023 VICINITY MAP 208th St SW Fairway Apartments Stein School Temporarily closed Park 210 Q loth St sw 4 Cedar Creek Memory9 Care Community f 9 Action Jackson � p Drain Cleaning Proliance Surgical Best Friends Pet s ecialists of Edmonds Retreat And Day ySSpa ,p 9 Flower and Weed - Edmonds Cannabis... V 212th St SW © O 208th St SW O 208th St SW 208th St SW 10 > Omar'sI /Taquena =f / Burnout E/ Tobacco sn y THE AUTO'401�RCE ` Used car dealer ®AQUALIS 21 Oth St SW " 21C Edmonds Public Works ® O> / o James Auto Services m / f St. Mini Einsteins James s Gatelp Learning Center •Kuzma's Fish Market Enterprise Rent-A-Car ack in the Box Food • % O ©Union Bank 9 0 Performance Motors9 Banner B 0 idtToyota Clearwater Car Wash 212thSt 212th St SW Swicka P �p < QPark212 Q Q BikeLink: Edmonds Beacon Park and Ride el-ockers Edmonds Park & Ride O O u 213th PI SIN The Everett Clinic Hand Surgery &... Q/ Aldercrest Health Rehab Center 9 to Oeael 0 Q Entangled Escape i lcts Rooms - Lynnwood Accent CarMax u aed <ar d<ai<r Manor Hardware& SEAWEED Edmonds - Sails Seattle SITE LOCATION PROJECT DATA PARCEL NUMBER: 00566900600301 TOTAL AREA OF SITE: 20,037.6 SF (.46 ACRES) LOT COVERAGE DATA: LOT COVERAGE BY BLD: 4,080 SF = 20% TOTAL LANDSCAPE AREA: 4,985 SF = 25% PAVED AREA: 10,972 SF = 55% 20,037 SF =100% TOTAL IMPERVIOUS SURFACE: 15,052 SF NUMBER OF STORIES: 1 BUILDING HEIGHT: 18' PROJECT DIRECTORY Construction Supply y Home-p- ment store m F 0 PROJECT ADDRESS KUZMA'S FISH MARKET Special Inspection reports required for. 21104 70TH AVE W EDMONDS, WA 98026-72 3 OWNER 1. Masonry grouting. KEN HEWITT 23215 77TH PL W 2, Epoxy anchors. EDMONDS, WA 98026 P: (206)909-7776 3. Reinforcement at masonry walls EMAIL: KUZMA656@GM IL.COM LOCAL JURISDICTION CITY OF EDMONDS Provide all reports to City Inspector. 121 5TH AVE N EDMONDS, WA 98020 P: (425) 771-0220 APPLICANT/ARCHITECT DRIFTMIER ARCHITECTS, P.S. 7983 LEARY WAY NE REDMOND, WA 98052 P: (425) 881-7506 CONTACT: LEE DRIFTMIER EMAIL: LEE@DRIFTMIER.COM STORE DESIGNER PHILLIPS ENTERPRISES PL� 221 2ND ST, #3 LANGLEY, WA 98260 P: (360) 222-2363 CONTACT: DAN PHILLIPS O E: DAN@FOODMARKETDESIGNS.COM STRUCTURAL ENGINEER PCS STRUCTURAL1011 WESTERN AVE, SUITE 810 SEATTLE, WA 98104 P: (206) 292-5076 CONTACT: KYLE MURDOCK E: KMURDOCK@PCS-STRUCTURAL.COM APPROVED BY PLANNING liz Nov 29 2023 DRAWING INDEX ARCHITECTURAL SHEET # SHEET NAME A0.0 COVER SHEET A1.0 SITE PLAN & CODE INFO A2.0 DEMO PLANS A2.1 FLOOR PLAN A2.2 ROOF PLAN A2.3 REFLECTED CEILING PLAN A6.0 DETAILS, SCHEDULES. ELEVATIONS F1.0 AS BUILT F1.1 WALL DEMO F1.2 WAAL FRAMING F1.3 WALL FINISH F2.0 FLOOR PLAN F3.0 ITEM PLAN F3.1 EQUIPMENT SCHEDULE F4.0 TRENCH DRAINS F5.0 LIGHTING F6.0 FLOOR COVER STRUCTURAL SHEET # SHEET NAME S0.1 GENERAL NOTES S0.2 GENERAL NOTES S0.3 GENERAL NOTES S0.4 GENERAL NOTES S0.5 GENERAL NOTES S2.0 FOUNDATION AND SLAB PLAN S3.0 ROOF FRAMING PLAN S4.0 FOUNDATION AND SLAB DETAILS Separate permits required; 1. Mechanical 2. Plumbing 3. Type 1 hood 4. Fire Alarm 5. Fire Suppresion City Of Edmonds Building Department ork TI EXPANSION dress 21104 70TH AVE W ner-----------------------KUZMA� proved Date 11 /29/2023 ilding Official Eri.e/ it Number BLD2023-1136 PPROVED NS MUST BE J JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRIFTMIER A R C H I T E C T S 7983 LEARY WAY NE, REDMOND, WA 98052 (425) 881-7506 MAIL@DRIFTMIER.COM z O z to N a00 a UU N � o UU z � W a � W a � Lim c� q4T Q TOM N N "629 �RE ISTE 1 c / Driftmier F WASHINGTON REVISION SCHEDULE NO. TYPE REVISION DATE 1 PERMIT 11/15/2023 REVISIONS 1 ISSUE: PERMIT SET ISSUE DATE: 09/08/2023 DRAWN BY: EH PROJECT MANAGER: LRD PROJECT NUMBER: 22228 SHEET NAME: COVER SHEET .Q N SHEET NUMBER: N A0.0 192.5' PROPERTY LINE_ — — BUILDING CODES: 2018 IBC WITH WASHINGTON AMENDMENTS EXTERIOR LIGHTING: NO CHANGES — — — — — — — — — — 2018 WASHINGTON STATE ENERGY CODE INTERIOR SIGN NOTES: OCCUPANCY GROUPS -ALL INTERIOR SIGNAGE SHALL CONFORM WITH ICC/ANSI ■ (PER IBC 302): M - MERCANTILE, B - BUSINESS Al 17/1-2009 AND CH. 11 OF THE IBC. - SIGNAGE SHALL BE MOUNTED AT 40" A.F.F. TO THE BASELINE OCCUPANCY SEPARATION: NOT REQUIRED PER IBC 508.4 OF THE CHARACTER. -TYP. TOILET ROOM SIGNAGE SHALL BE ON EACH ENTRANCE BUILDING SPRINKLERED: NO PER ICC/ANSI Al17/1-2009 CH. 7 I I FIRE ALARM SYSTEM: EXISTING FIRE ALARM. FIRE ALARM NOT I REQUIRED BY CODE. LESS THAN 5 SQFT OF LU ADA NOTES: F:H/RECYC IMPERVIOUS SURFACE > CONSTRUCTION TYPE: V-B TO BE REMOVED TOTAL -TOILET ROOM: EXISTING —TOIL —ET ROOM WAS APP VEI BY 1 CD ALLOWABLE HEIGHT PER TABLE 503: 40'-0" Cl F DS IN 2010. A O PROPOS D I I CHANGES TO HE TOILET ROOM. 1 PROPOSED HEIGHT: 18"' FROM FINISHED GRADE ON EAST SIDE OWNER/CONTRACTOR IS RESPONSIBLE FOR (E FISH ARKET EXPANDED OF BUILDING - RO E BARRIER FRE S S SIGN E EROSION CONTROL AND DRAINAGE FISH MARKET R UIRE OCA ISDICTION. PRO IGNS AT I TOTAL: 4,080 SQFT ALLOWABLE AREA PER STORY (PER ALL TOILET ROOM. ALL ACCESSIBLE SIGNAGE SHALL TABLE 503): 9,000 S.F. FOR B OCCUP. CONFORM TO IBC 1110. EXISTING 1 I I CATCH Jk E) PARKINq1G_ ALLOWABLE STORIES ABOVE GRADE BASIN OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING PLANE OFFICE BUILDING ) PER TABLE ( I ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. I 503): 2 STORIES FOR B OCCUP., 1 STORY FOR M - I MISCELLANEOUS CONSIDERATIONS (PER IBC CHAPTER II PROPOSED AREA: NO CHANGE. - 4,080 SF TOTAL AND ANSI Al 17.1): r • PROVIDE ALL CLEARANCES, REACH REQUIREMENTS I PROPOSED STORIES: NO CHANGE - 1 STORY AND TURN AROUNDS. • MEET SLIP RESISTANCE AND TRANSITION/ THRESHOLD I REQUIREMENTS. LU _ • DOORS SHALL HAVE LEVER HANDLE LATCH SETS. • CUSTOMER SERVICE DESKS SHALL HAVE AN ACCESSIBLE COUNTER AREA. z 0 0 I w HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE 0 U (E) PARKING SIGN PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT 0- W 1 TO BE RELOCATED LIFE SAFETY NOTES: IS EASY TO GRASP WITH ONE HAND AND DOES NOT o Q0 z TO 5' A.F.F. ON REQUIRE TIGHT GRASPING PER ANSI ICC 2009, 404.2.E Q 1 EXTERIOR WALL -SMOKE DETECTORS BY GC TO BE INSTALLED PER IFC 907.2.1. DOOR HARDWARE. THESE OPERABLE PARTS SHALL BE 34 INCHES MIN. AND 48" MAX. ABOVE THE FLOOR. o z I -FIRE EXTINGUISHERS BY GC TO BE INSTALLED PER IFC 906 & FIRE MARSHAL. VERIFY MOUNTING LOCATION WITH ARCHITECT. DOOR OPENING AND CLOSING SPEED AND OPENING I NO CHANGES PROPOSED FORCE TO MEET THE CONDITIONS STATED IN THE IX I FOLLOWING: 404.2.7 CLOSING SPEED: 404.2.7.1 DOOR EXISTING CLOSERS. DOOR CLOSERS SHALL BE ADJUSTED TO THAT ❑ CATCH OCCUPANT LOAD (PER TABLE 1005.1) FROM AN OPEN POSITION OF 90 DEGREES, THE TIME BASIN STORAGE AREA: (1/300 SF) 1,234 SF 5 OCC REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF I KITCHEN: (1/200 SF) 1,177 SF 6 OCC 12 DEGREES SHALL BE 5 SECONDS MIN. 404.2.7.2 SPRING SALES AREA: (1/60 SF) 1,486 SF 25 OCC HINGES: DOOR SPRING HINGES SHALL BE ADJUSTED SO TOTAL OCCUPANTS: 36 OCC THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 NO. OF EXITS READ (PER TABLE 1021.1): 1 SECONDS MIN. NO. EXITS PROVIDED: 3 SEE SITE PLAN FOR ACCESSIBLE PARKING AND ENTRY I LOCATIONS. MAX TRAVEL DISTANCE PROVIDED: 72'-0" I PLUMBING CODES U.P.C. W/ WASHINGTON STATE W/ AMENDMENTSZ&IJ EDITION 2018 I -PLUMBING FIXTURE COUNT PER IBC TABLE 2902.1 I -OCCUPANCY M: 1 TOILET PER 500 OCCUPANTS -SEPARATE FACILITIES ARE NOT REQUIRED FOR MERCANTILE EXISTING LANDSCAPE EXISTING LANDSCAPE EXISTING LANDSCAPE I OCCUPANCIES WITH LESS THAN 100 OCCUPANTS. -TOTAL OCCUPANT LOAD: 34 PLUMBING FIXTURES: REQUIRED PROVIDED WATER CLOSETS: 1 2 UNISEX URINAL 0 0 — — — UTILITY POLE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LAVATORY: 1 2 DRINKING FOUNTAINS: 0 0 70TH AVE W UTILITY POLE CODE SUMMARY 13 SITE PLAN N SCALE 1 N/A 1"=10'-0" A B C ENGINEERING DIVISION Applicant shall repair/replace all APPROVED AS NOTED 1. VERIFY ALL CONDITIONS FOUND IN THE FIELD. MAINTAIN ALL FEATURES TO REMAIN. 1 1 damage to utilities or frontage ♦ ® ® L--------�-------�--------� 1710 0 60'-0" MAX COMMON PATH improvements in City right-of-way�'< 11/28/2023 er city standards that is caused or p y 2. SEE DEMOLITION SITE PLAN FOR EXISTING CONDITIONS. REMOVE ALL ELEMENTS PAVING WHICH CONFLICT WITH THE NEW WORK, WHETHER INDICATED OR NOT. & ♦ ♦ 07c) N OF EG"S�TR*/EL- — — — occurs during the permitted project. NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR 3. NO MATERIAL FROM THE DEMOLITION IS TO BE STOCK PILED ON ADJACENT ♦ ® ♦ � REPLACED IMPERVIOUS SURFACE EQUALS PROPERTIES OR PUBLIC RIGHT-OF-WAYS. ALL RUBBISH AND PRODUCTS OF r — — — — — — — — — — — — — ♦ 72'-0" MAX DISTANCE TRAVELED — — 2000SQFT OR GREATER, A STORMWATER MANAGMEMENT SYSTEM MAY BE REQUIRED DEMOLITION ARE TO BE REMOVED FROM THE SITE. ♦ I I PER CITY CODES AND STANDARDS I 4. FIELD VERIFY & CONFIRM EXIST. UTILITY LINES, LOCATIONS & ROUTING. INCLUDE ALL STORAGE �♦ -- LEGEND: WORK TO ABANDON, REMOVE, CAP, REPLACE, REROUTE AND PROVIDE NEW UTILITIES 298 SF ♦ I IN BID/CONTRACT. 300 1 ♦ ♦ ® I EXIT SIGN 5. FURNISH INFORMATION TO LOCAL UTILITY AND OWNER THAT IS NECESSARY TO ♦ ♦ ♦ KITCHEN ♦ I FIRE EXTINGUISHER ADJUST, MOVE, OR RELOCATE EXISTING UTILITY STRUCTURES, UTILITY POLES, LINES, SERVICES, OR OTHER UTILITY APPURTENANCES LOCATED IN OR AFFECTED BY CONSTRUCTION. COORDINATE WITH AUTHORITIES HAVING JURISDICTION. 1177 SF 200 6 n / ^ \ ♦ ♦ I l n ACCESSIBLE ROUTE 6. NO CHANGES PROPOSED TO THE PARKING LOT 1 ❑ rI � STORAGE ♦ -` - `' ❑ ❑ ♦ >` <` MERCHANTILE Til ♦ KITCHEN ♦ rj: ".. ' _ _ _ _y` SCALE SITE PLAN NOTES 3 ♦::`,� _ N/A ♦-_ of �-'-_`'__ --_ " 1010.1.9.4 Locks and latches. Locks and latches shall be permitted to prevent operation of doors where any of the •�,� ' following exists: 1. Places of detention or restraint. ❑ _ __, __ _ _ _ __ _ ;e,_-,,;,`„ I 2. In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and L__ El_ EM STORAGE in places of religious worship, the main door or doors are permitted to be equipped with key -operated _ _'' r'''' '-' L ®— 1 935 SF locking devices from the egress side, provided: -' l ♦ 300 4 2.1. The locking device is readily distinguishable as locked; u _- 4: ♦ 2.2. A readily visible and durable sign is posted on the egress side on or adjacent to the door stating: THIS < _ DOOR TO REMAIN UNLOCKED WHEN BUILDING 1S OCCUPIED. The sign shall be in letters 1 inch g ROOM > , ?:,'', ♦ 2 m high n acontrasting (5 m) h g o background; and IDENTIFICATION - - v 2.3. The use of the key-o -operated locking device is revocable b the building official for due cause. P g Y g MERCANTILE _ ='; ; ♦ 3. Where egress doors are used in pairs, approved automatic flush bolts shall be permitted to be used, provided ROOM ROOM 148E SF ♦ that the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware. AREA Xx 6 OCC - - - - - - - - - ♦ OCCUPANT LOAD `_ - - - - - - - - - ACCESIBLE ROUTE -c y ; - -_ = _ �• � _ - - _ _ _ _ - R E S U B OCCUPANT ♦ _ _ ,'` LOAD ri Nov 15 2023 FACTOR 2 _ 2 ° U CITY OF E RELOCATED PARKING SIGN. O O � BOTTOM OF SIGN TO BE 5' A.F.F. � 7\7 DEVELOPMENT SERVICES ERVI DEPARTMENT A B C CODE PLANC3/16"=1'0 SCALE 7 CODE PLAN LEGEND SNAAE 4 DRIFTMIER A R C H I T E C T S 7983 LEARY WAY NE, REDMOND, WA 98052 (425) 881-7506 MAIL@DRIFTMIER.COM z O C/) z N a00 a LLI Cl) � o LLI z 0 o� W W a � U) 0 Q N N REVISION SCHEDULE NO. TYPE REVISION DATE 1 PERMIT 11/15/2023 REVISIONS 1 ISSUE: PERMIT SET ISSUE DATE: 09/08/2023 DRAWN BY: EH PROJECT MANAGER: LRD PROJECT NUMBER: 22228 SHEET NAME: SITE PLAN & CODE INFO N SHEET NUMBER: N A1.0 1. THE CONTRACT FOR CONSTRUCTION CONTAINS ALL DEMOLITION WORK REQUIRED TO PREPARE THE BUILDINGS AND SITE FOR THE CONTRACTED CONSTRUCTION WORK. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED TO OUTLINE THE GENERAL SCOPE OF WORK ONLY. THE CONTRACTOR MUST VISIT THE SITE PRIOR TO BIDDING AND DETERMINE THE FULL EXTENT OF THE WORK AND BE RESPONSIBLE FOR SAME. 2. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL UTILITIES AND SERVICES TO THE SITE PRIOR TO BEGINNING ANY DEMOLITION OR SITE IMPROVEMENTS. 3. VERIFY ALL EXISTING UTILITIES AND EQUIPMENT, RELOCATE EXISTING UTILITIES AS REQUIRED FOR NEW WORK. NOTIFY OWNER & ARCHITECT OF CONFLICTS. 4. PROTECT ALL EXISTING CONSTRUCTION THAT IS TO REMAIN FROM DAMAGE DURING DEMOLITION. BRACE AND SUPPORT ALL WORK UNTIL IT IS PROPERLY REMOVED OR INCORPORATED INTO NEW CONSTRUCTION. 5. NO MATERIALS FROM THE DEMOLITION ARE TO BE STOCK PILED ON PLANTING AREAS OR PUBLIC RIGHT-OF-WAYS. ALL RUBBISH AND PRODUCTS OF DEMOLITION ARE TO BE REMOVED FROM THE SITE. 6. DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD -CARRYING CAPACITY OR LOAD -DEFLECTION RATIO. THROUGH THE ARCHITECT, VERIFY CUTTING AND PATCHING OF STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. 7. REMOVE, REPLACE, PATCH, AND REPAIR MATERIALS AND SURFACES CUT OR DAMAGED DURING CUTTING AND PATCHING OPERATIONS, BY METHODS AND WITH MATERIALS SO AS NOT TO VOID EXISTING WARRANTIES. 8. PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. 9. FOR BUILDING EXTERIOR, PATCH COMPONENTS IN A MANNER THAT RESTORES ENCLOSURE TO A WEATHER -TIGHT CONDITION. 10. ADJACENT PROPERTIES, STREETS AND WALKS ARE TO BE PROTECTED FROM DAMAGE AT ALL TIMES. 11. DURING THE COURSE OF WORK IF THE EXISTENCE OF HAZARDOUS MATERIALS IN THE STRUCTURE OR BUILDING IS OBSERVED (OTHER THAN THAT CALLED OUT IN THE HAZARDOUS MATERIALS SURVEY), THEN CONTRACTOR SHALL PROMPTLY NOTIFY OWNER AND ARCHITECT REGARDING REMOVAL OR ENCAPSULATION OF THE HAZARDOUS MATERIAL AND CONTRACTOR SHALL NOT PERFORM ANY WORK PERTINENT TO THE HAZARDOUS MATERIAL PRIOR TO RECEIPT OF SPECIAL INSTRUCTIONS FROM OWNER THROUGH THE ARCHITECT. 12. DEMO AND PATCH SLAB AS NECESSARY FOR NEW WORK AND REMOVAL OF EXISTING COMPONENTS TO BE REMOVED. VERIFY DRAIN LOCATIONS WITH FINISH PLANS. DEMO NOTES SNALE 17� DEMO (E) SHED ROOF (E) AWNING TO REMAIN (E) AWNING TO REMAIN 0 (E) AWNING TO BE RELOCATED Ft II I II n IL J DEMO EXISTING HOOD II N E)_ RELOCATE EXISTING AWNING A L B C DEMO STOREFRONT r- - L - - - DEMO LIGHTS F DEMO FLOOR PLAN IrN DEMO LIGHTS DEMO LIGHTS 101 Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT G) SCALE-4 1 3/16" = 1'-0" �5j SCALE 3/16" = 1'-0" DRIFTMIER A R C H I T E C T S 7983 LEARY WAY NE, REDMOND, WA 98052 (425) 881-7506 MAIL@DRIFTMIER.COM z O c/) z N a00 a LLI N � o LLI z 0 o� W W a � U) 0 Q N N �e 11629 REVISION SCHEDULE NO. I TYPE REVISION DATE 1 PERMIT 11/15/2023 REVISIONS 1 ISSUE: PERMIT SET ISSUE DATE: 09/08/2023 DRAWN BY: EH PROJECT MANAGER: LRD PROJECT NUMBER: 22228 SHEET NAME: DEMO PLANS �Q N SHEET NUMBER: C N N A2.0 DEMO RCP rN A EQUIPMENT PER FINISH PLANS, TYP. 9'-8" M 1 A6.0 COLUMNS PER RUC . SHED ROOF VER AD (E) ROOF ACCESS (E) AWNING TO REMA i i i i I I i i I 1 STORAGE — — — — — — — — — — n KITCHEN 1 (.0 ITS �fl n n 9'-3 1 /2" LT-6" WALK-IN FRIDGE 10 F T-0ILETI ROOM 4� � I n IN. � REINSTALL SINK ANC INSULATED COVERS ON DRAIN & HOT WATER PIPES. r B WH® ® L------------ ------------ - ----1 E O o T-0 M � i -- --- CO N -------------- N <A> 16'-6" `0 3'-4" - UNC SED OPENING 20'-0" 1 3'-4" n n N UNCASED OPENING U1 1010.1.9.4 Locks and latches. Locks and latches shall be permitted to prevent operation of doors where any of the following exists: B 1. Places of detention or restraint. 2. In buildings in occupancy Group A having an occupant load of 300 or less, Groups B, F, M and S, and in places of religious worship, the main door or doors are permitted to be equipped with key -operated -LOCATE PARKING locking devices from the egress side, provided: 3N TO 5' A.F.F. 2.1. The locking device is readily distinguishable as locked; 2.2. A readily visible and durable sign is posted on the egress side on or adjacent to the door stating: THIS A DOOR TO REMAIN UNLOCKED WHEN BUILDING 1S OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background; and 2.3. The use of the key -operated locking device is revocable by the building official for due cause. 3. Where egress doors are used in pairs, approved automatic flush bolts shall be permitted to be used, provided that the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware. 19 KITCHEN 2 n3 6" CONCRETE CURB 5'-10 1/4" 2'-8" 16-3 3/4' 7t 0 TRENCH DRAIN, TYP v RETAIL AREA 31'-2" z I < \ N EQUIPMENT PER F SHEET, TYP ti EXISTING ROLL UP GARAGE DOOR NING BY/SIG 4A S-1 1 /2" A 4'-0" WALK -IN -FRIDGE n a i=0 WALK-IN FRIDGE WALLS. INSTALL 6" X 6" CONCRETE CURBS BELOW WALLS. NO CLOSER ON DOOR, PUSH SIDE CLEARANCE NOT REQUIRED n INSTALL VERTICAL GRAB BAR PERe A6.0 STORAGE STORAGE n �1 0 EXISTING ROLL UP GARAGE DOOR 19'-4 1 /2" VIF I C LEGEND NEW CONSTRUCTION EXISTING CONSTRUCTION INSTALL INSULATED COVER FOR HOT WATER AND DRAIN LINES FLOOR PLAN - PROPOSED N SCALE 1 1 /4" = V-0' GENERAL WALL NOTES: 12 1. USE WATER & MOLD RESISTANT GWB IN ALL AREAS. 1. FOR DETAILS OF WALL TYPES SEE DETAIL A2.1 2. TAPE & FINISH ALL GWB SURFACES. PAINT ALL GWB EXPOSED TO VIEW. 2. PROVIDE FIRE EXTINGUISHERS AND CABINET AS REQUIRED BY THE FIRE MARSHALL. COORDINATE AND RECEIVE APPROVAL FROM 3. ALL CORNERS AND EDGES OF GWB ARE TO BE FINISHED WITH CORNER ARCHITECT PRIOR TO INSTALLATION. ANY NEW CABINETS WILL BE SEMI OR J BEADS. RECESSED. 4. ATTACH BASE OF WALLS TO CONC. CURBS PER STRUCTURAL. 3. VERIFY ALL EXISTING DIMENSIONS TO WALLS & COMPONENTS. ATTACH TO STRUCTURE AND DIMENSIONS MAY OR MAY NOT REFLECT EXISTING CONDITIONS. BRING 5. ATTACH TOP OF WALLS TO STRUCTURE PER A21 TO PARTITION W/ TWO #8 STRUCTURE SCREWS CONFLICTS & VARIANCES TO THE ATTENTION OF ARCHITECT BEFORE PROCEEDING W/ NEW CONSTRUCTION. 9'-0" AFF ONE RIGID BRACE @ 4' O.C. 4. EXISTING WALLS NOT MARKED WITH A WALL TAG MAY STILL REQUIRE FRP SURFACES PER OWNER'S DIRECTION ALTERNATING DIRECTION OR NEW WORK INCLUDING BUT NOT LIMITED TO: PATCHING OF EXISTING 3 5/8" MTL STUD TO RESIST 5 PSF TRANSVERSE HOLES, NEW GWB, NEW GWB DUE TO NEW CEILINGS OR CEILING REPAIR. LOAD. BRACES SHALL BE 5/8 GWB DOUBLE BACK TO BACK OR 5. COORDINATE BLOCKING AND BRACING IN WALLS FOR F.O.I.O. 45' NESTED AS REQUIRED FOR FURNITURE AND EQUIPMENT WITH OWNER. PLENUM HEIGHT TO 10'. 3 5/8" MTL STUD _ - BRACES NOT REQUIRED 6. SEE FINISH PLANS FOR MORE INFORMATION. WITHIN 8' OF INTERSECTING ° 4 PARTITIONS 7. VERIFY ALL DIMENSIONS FOR NEW WALLS W/ FINISH PLANS. 10 CONCRETE CURB ` MATERIAL FOR PLENUM 6" _ HEIGHT UP TO 5'-0": 1-1/2" X 16 SECT. GA. COLD ROLLED CHANNEL OR 7/8" HAT CHANNEL OR 5/8" GWB BOTH SIDES 1-5/8" X 25 GA. OR GREATER C STUD 3 5/8" METAL STUDS @ 16" O.C. RESUB PLAN 6" CONCRETE CURB Nov 15 2023 CITY OF EDMONDS 3 5/8 �� PARTITION DEVELOPMENT SERVICES DEPARTMENT A WALL TYPES SNAAE 12 MTL STUD WALL BRACING CC 8 FLOOR PLAN NOTES SNAAE 4 DRIFTMIER A R C H I T E C T S 7983 LEARY WAY NE, REDMOND, WA 98052 (425) 881-7506 MAIL@DRIFTMIER.COM z O U) z N Q O OD am � LLI N H o LLI z 0 a � W a U) 0 U)NT Q N N �11629 RE ISTE 1 �WASHII�NGTTO�N m REVISION SCHEDULE NO. I TYPE REVISION DATE 1 PERMIT 11/15/2023 REVISIONS 1 ISSUE: PERMIT SET ISSUE DATE: 09/08/2023 DRAWN BY: EH PROJECT MANAGER: LRD PROJECT NUMBER: 22228 SHEET NAME: Q 0 FLOOR PLAN M N SHEET NUMBER: A2.1 A B C SHED ROOF i� 10'-8" 11 A6.0 (E) HVAC EQUIPMENT, TYP �r COLUMNS BELOW (E) ROOF ACCESS (E) AWNING TO REMAIN 2 RELOCATED AWNING BY SIGNAGE CONTRACTOR A B C RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROOFPLAN N 1/4SCALE 0" DRIFTMIER A R C H I T E C T S 7983 LEARY WAY NE, REDMOND, WA 98052 (425) 881-7506 MAIL@DRIFTMIER.COM z O c/) z N a00 a LLI N � o LLI z 0 o� W W a c/) U)qqT 0 Q N N �1 1629 RE ISTE 1 > C C 1 c / Driftmier F WASHINGTON REVISION SCHEDULE NO. I TYPE REVISION I DATE ISSUE: PERMIT SET ISSUE DATE: 09/08/2023 DRAWN BY: EH PROJECT MANAGER: LRD PROJECT NUMBER: 22228 SHEET NAME: ROOF PLAN JIn'N�� N SHEET NUMBER: N N A2.2 �m MAX WATTAGE CALCULATIONS: FOR AREA OF WORK ROOM SF WATT/SF WATTAGE ALLOWED MARKET (SALES AREA) 952 1.05 1,000 STORAGE 889 .38 38 EC�6Q)?RE�P�1 616 1.09 671 CEILING MOUNTED LINEAR ® EXHAUST FAN W/LIGHT ® EXIT SIGN 2 009 I LIGHT SWITCH TRACK LIGHTS PENDANT LIGHT CAN LIGHT s� SMOKE DETECTOR RCP -PROPOSED U 1/4CA1E0" 1. LIGHT FIXTURES SHALL HAVE TIE WIRES PER CODE. 2. FOR LIGHT FIXTURE SCHEDULE & LOCATIONS, SEE FINISH PLANS. 3. PROVIDE SMOKE DETECTORS AS REQUIRED PER CODE/AHJ. RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 ID DRIFTMIER A R C H I T E C T S 7983 LEARY WAY NE, REDMOND, WA 98052 (425) 881-7506 MAIL@DRIFTMIER.COM z O U) z `� N Q O OD am � LLI N H o LLI z 0 a � W a cl) 0 U) r--. 5 Q N N 1 1629 RE ISTE 1 > C C 1 c / Driftmier F WASHINGTON REVISION SCHEDULE NO. I TYPE REVISION DATE 1 PERMIT 11/15/2023 REVISIONS 1 ISSUE: PERMIT SET ISSUE DATE: 09/08/2023 DRAWN BY: EH PROJECT MANAGER: LRD PROJECT NUMBER: 22228 SHEET NAME: REFLECTED CEILING PLAN CC MAX INT. WATT CALCS AOW SNAAE 12 CEILING PLAN LEGEND SNAAE 8 RCP NOTES SNAAE 4 SHEET NUMBER: A2.3 DOOR NOTES 1. FOR DOOR TYPE ELEVATIONS, SEE DETAIL 13 A6.0 2. ALL GLASS IN DOORS TO BE SAFETY GLASS. 3. SMOKE SEAL ON FIRE RATED DOORS. 4. MAX. THRESHOLD TRANSITION TO BE 1/2" VERT. W/SLOPING FACE OR 1/4" MAX TYP. 5. EXTERIOR DOORS TO HAVE INSULATED GLASS LITES PER MFR. TO MEET ENERGY REQUIREMENTS. PROVIDE THRESHOLDS, SEALS, GASKETS AND SWEEPS. 7. SIGN SAYING "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED" TO BE PLACED ABOVE DOORWAY ON INTERIOR SIDE. DOOR SCHEDULE NEW VERTICAL GRAB BAR � 40" DOOR DOOR FRAME FRAME NUMBER LOCATION TYPE DOOR WIDTH DOOR HEIGHT THICKNESS DOOR MATERIAL FINISH MATERIAL FINISH U-VALUE NOTES z_ 00 (E) GRAB BAR 2 z_ M M OSINK GRAB BAR PAIR ALUMINUM STOREFRONT DOOR 4A WALK -IN -FRIDGE 5'-8" MIN 6-8" MIN PER MFR PER MFR PER MFR PER MFR PER MFR 4B WALK -IN -FRIDGE 5'-8" MIN 6-8" MIN PER MFR PER MFR PER MFR PER MFR PER MFR 7 RETAIL AREA A 6-0" 7'-0" 1 3/4" ALUM BRONZE ALUM BRONZE .60 MAX DOOR NOTES SNAAE 171 DOOR TYPES SNAAE 13]1 TYP. ELEVATION HEIGHTS SNAAE 9//---( DOOR SCHEDULE SNAAE 11 TE .uff-u [�A) ALUMINUM STOREFRONT WINDOWS WINDOW SCHEDULE FRAME TYPE QTY WIDTH HEIGHT GLASS MATERIAL TOTAL AREA U-VALUE Al 1 9'-8" 10'-0" 1" INSULATED ALUMINUM 97 SF 1.38 MAX WINDOW TYPES SNAAE 101 WINDOW SCHEDULE SNAAE 21 ASPHALT SHINGLE FELT UNDERLAYMEP SHEATHING PER STF 3 A6.0 3 JOIST PER STRUCT BLOCKING PER STRI Level 2 12' - d METAL FLASHING — Level 1 0" (E) CMU WALL METAL FLASHING BLOCKING PER STRUCT ASPHALT SHINGLE ROOFING FELT UNDERLAYMENT — SHEATHING PER STRUCT JOIST PER STRUCT A A RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRIFTMIER A R C H I T E C T S 7983 LEARY WAY NE, REDMOND, WA 98052 (425) 881-7506 MAIL@DRIFTMIER.COM z O c/) z N a00 a LLI N � o LLI z 0 o� W W a � U)qqT 0 5 N N 11629 REVISION SCHEDULE NO. I TYPE REVISION DATE 1 PERMIT 11/15/2023 REVISIONS 1 ISSUE: PERMIT SET ISSUE DATE: 09/08/2023 DRAWN BY: EH PROJECT MANAGER: LRD PROJECT NUMBER: 22228 SHEET NAME: z DETAILS, N SCHEDULES." ELEVATIONS M SHED ROOF SECTION I1A I n Tj 1 SHED ROOF DETAIL 2 SCALE 7 SHED ROOF DETAIL 1 SCALE 31 N SHEET NUMBER: N A6.0 — (EXISTING SPACE) 0 0 (EXPANSION SPACE) — EXISTING TENANT SPACE - DEMISING WALL RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ui �o o w � Z Q � cry " 0 0 � Z N o O N 0 Lu -------------- i i a ► U 7 IMA 5 ). F15N MARKET PROVIDED BY: FOOD MARKET DESIGNS DESIGNING THE MODERN MARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 11.3.23 SCALE: 4' = 1' AS BUILT F 1 • RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEGEND �= DEMO IMEM ui he �o o w � Z Q cry LL too) o 0 Z to o O N 0 Lu N i N U 7 IMA 5 • F15N MARKET PROVIDED BY: FOOD MARKET DESIGNS DESIGNING THE MODERN MARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 11.3.23 SCALE: "' = 1' WALL DEMO F I • *REFERENCE ONLY. THIS SHEET NOT FOR CONSTRUCTION. REFER TO ARCHITECTURAL "A" SHEETS.* *REFERENCE ONLY. THIS SHEET NOT FOR CONSTRUCTION. REFER TO ARCHITECTURAL "A" SHEETS.* RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTES: *DIMENSIONS PROVIDED ARE FINISHED THICKNESS* 1) STANDARD WALL FRAMING = 3-1 /2" STUD + 5/8" DRYWALL 2) PLUMBING WALL THICKNESS = 5-1 /2" STUD + 5/8" DRYWALL 3) WALL HEIGHT = 10' AFF, UNLESS OTHERWISE NOTED POEM ui he �o o w � Z Q cry LL toe) o 0 Z to o O N 0 Lu N i N U 7 IMA 5 • F15N MARKET PROVIDED BY: FOOD MARKET DESIGNS DESIGNING THE MODERN MARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 11.3.23 SCALE: "' = 1' WALL FRAMING F 1 • -OPENING - RUBBER BASE A SECTION "A" F1.3 -OPENING- RUBBER BASE RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WALL FINISH SCHEDULE CALLOUT TAG TYPE COLOR NOTES 1 EXISTING - LEAVE AS IS 2 PAINT FLOOR TO TOP OF WALL 3 FIBER REINFORCED PLASTIC (FRP) & PAINT FRP = WHITE, PAINT = FRP = FLOOR TO 54" AFF, PAINT = ABOVE FRP TO CEILING, WATER -TIGHT SEAL AT WALL BASE 4 FIBER REINFORCED PLASTIC (FRP) WHITE FLOOR TO TOP OF WALL, WATER -TIGHT SEAL AT WALL BASE 5 (REMOVED) (REMOVED) 6 WALK-IN EXTERIOR BLACK PROVIDED BY MANUFACTURER 7 WALK-IN INTERIOR GALVANIZED PROVIDED BY MANUFACTURER NOTES 1) INCLUDE 4"H BLACK RUBBER BASE ALONG ALL WALLS ui �o o w � Z Q " o n � Z o O N 0 LJJ N i NI L J • R15N N1ARK6T PROVIDED BY: FFOS DESIGNING THE MODERN MARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 11.3.23 SCALE: "= 1' WALL FINISH F 1 • SECURITY FENCE I I /I I =r- _ I WEATHER 5' SST AWNING II I I I II I II - ------------ ----- ----- ------- ----- ------ ---- ---------------------- 00 C� z w 0 (4') a Q 111JL•JL•JL•J�L•JL oo X(3') J�JLJ�J�J� • WALK-IN FREEZER (STORAGE ABOVE) (EVAP.) 54'H WALL 9' SS TBL. (3'D) (PT) 4' PREP. SINK 4' SS TARI F PS ------------------ (SHELF) WATER DESK OP K HEATEF i 7rilk riki ---------------------------- (SHELF) --- Q-- --------------------------- I I 3 PS I POLY BOARD ! PS 81 X 36D SST 10' STAINLESS PREP. TABLE 7STAINLESS TABLE (PT) 8'L X 36D SST RELOCATED RESTROOM N SINK - w 0 N � r� (� _ - O z O Q Z I \ 3 X Q I W `\\ Z W I L N I X -EXISTING GARAGE DOOR- I I I I I I I I I I I I I I I I I I I I I I -EXISTING AWNING- 7Z' 10'LX42"D PREP. (PT) -ENTRY/EXIT- -NEW AWNING- 10'LX42"D PREP. (PT) --------- --------- I I I I 8' SST (MOBILE) I If O J w X w Z a w J -EXISTING GARAGE DOOR- o RESTROOM 0 0 0 -EXISTING GARAGE DOOR- (txwlllv�) f A , CONCRETE WALL 0 ® DIVIDING PROPERTY ROOF *SEE STRUCTURAL DRAWINGS FOR LOCATIONS r----------------------------------- I I I I I I I I EXIST. MED. TEMP NEW MED. TEMP COND. UNIT COND. UNIT I I I I I I I I I I I I I I I I I I I I j EXIST. MED. TEMP NEW LOW TEMP j I COND. UNIT COND. UNIT I I I I I I I I I I I I I I I I I I I I I EXIST. MED. TEMP NEW MED. TEMP COND. UNIT COND. UNIT I I I I I I I I I I I I I I I I I I I I NEW COND. NEW MED. TEMP j (ICE MACHINE) COND. UNIT j I I I I I I I I I I L---------------------------------- I RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IMMM ui CN MO uj � v J O to o O � � L N 0 Lu N I I N UZ1J1�'S • F15N MARKET PROVIDED BY: FOOD MARKET DESIGNS DESIGNING THE MODERN MARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 1 1.3.23 SCALE: "' = 1' FLOORPLAN F2,90 RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTES 1) EQUIPMENT SCHEDULE ON SHEET F3.1 ui 0,4 �O O w � >Q v J O toe) Z o O N 0 Lu N i N U 7 IMA 5 • F15N MARKET PROVIDED BY: FOOD MARKET DESIGNS DESIGNING THE MODERN MARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 11.3.23 SCALE: "' = 1' ITEM PLAN F3,90 G.C. =GENERAL CONTRACTOR PEI=PHILLIPS ENTERPRISES, INC. R.C. = REFRIGERATION CONTRACTOR EQUIPMENT SCHEDULE ELECTRICAL PLUMBING O > LLIr '^ Q 2 a a Q Q 3 a 2 °C 3 W °C G r p F Q v a W p Z C7 J a r V Q r Q p d' r Z W Z O x a Q W z r x W_ z = C7 O oc a uj r 3 p O u } CA w Q r O 2 Z a p c7 Z m 2 a z = r 0x S2 O ui x d r m Nuj O W Z z O v = C7 u, x z = C7 O m ITEM DESCRIPTION QTY MODEL BRAND SUPPLIER INSTIL BY EQUIPMENT REMARKS KUZMA'S EXPANSION PROJECT #1 EXTERIOR AWNING, SIDE ENTRANCE 1 EXISTING EXISTING #2 EXTERIOR AWNING, MAIN ENTRANCE 1 EXISTING EXISTING #3 ENTRANCE DOOR 1 G.C. G.C. #4 RANGE, 60", GAS 1 IR-10 IMPERIAL EX.RELOC. G.C. 390,000 3/4" 18" AFF #5 16'REFRIGERATED SERVICE CASE 1 NS39S KYSOR-WARREN EX.RELOC. R.C. CASE RACEWAY EXISITING EQUIPMENT. #5.1 SCALE -PRINTER 3 HTS-7LS HOBART PEI OWNER 100-240V 1 1.42 170W X X X 5-15P ON CASE I RECEPTACLE ALREADY SUPPLIED & INSTALLED ON EXISITING SVC SEAFOOD CASE. UNITS PLUG INTO EXISITING OUTLETS #5.2 LABELS, 3" 63 HOBART PEI OWNER #6 8' ICED SERVICE SEAFOOD CASE 1 FSM9642-CWP ATLANTIC FOOD BAR PEI R.C. X FLOOR SINK REQUIRED FOR CASE DRAINAGE #7 CHECKOUT COUNTER#1 1 CUSTOM CASEWORK PEI PEI 120V 1 15 X X X X 5-15P UNDER CNTR #8 POINT OFSALE (POS) 3 OWNER OWNER 120V 1 5 X X X UNDER CNTR TERMINATE DATA AT POS SERVER I N OFFICE #9 LIVETANK 2 01LAN9636 SEAWATER VISIONS EXIST.RELOC. G.C. 115V 1 17.8 57W X X POWER POLE FEED POWER FROM CEILING VIA POWER POLE, PROVIDED BY E.C. J-BOX TO BE WATER PROOF #10 THREE (3) DOORS REACH -IN FROZEN FOOD, REMOTE 1 RVLC30 ZEROZONE PEI R.C. X REMOTE REFRIGERATION CONNECTED TO ROOF MOUNTED SINGLE CONDENSER. FLOOR SINK REQ'D. POWER FOR FANS & LIGHTS #10.1 SINGLE CONDENSER, OUTDOOR 1 BCH0008LCACZ BOHN PEI R.C. 208V 3 7.8 2.2 X X ROOF R-407 REFRIGERANT. INCLUDES LIQUID LINESOLENOID (SHIPPED LOOSE) #11 8' M.D. PACKAGED DELI CASE, REMOTE 1 ORMC87L ZEROZONE PEI R.C. 115V 1 X SEE EQ. REMARKS X REMOTE REFRIGERATION CONNECTED TO ROOF MOUNTED SINGLE CONDENSER. FLOOR SINK READ. POWER FOR FANS & LIGHTS #11.1 SINGLE CONDENSER, OUTDOOR 1 BCH0020MCACZ BOHN PEI R.C. 208V 3 8.7 1.5 1 X X ROOF R-407 REFRIGERANT. INCLUDES LIQUID LINESOLENOID (SHIPPED LOOSE) #12 SHELVING, WIRE 1 REGENCY PEI G.C. #12.1 POST, 86"H 16 460EBPC86 REGENCY PEI G.C. #12.2 SHELF, 18X36 20 460EB1836 REGENCY PEI G.C. #12.3 PRICETAG MOLDING, CLEAR 10 9990CL3 METRO PEI G.C. #13 4' SVC/SS REFRIGERATED DELI 1 PTD-RG HILLPHOENIX PEI R.C. X REMOTE REFRIGERATION CONNECTED TO ROOF MOUNTED SINGLE CONDENSER. FLOOR SINK REQ'D. POWER FOR FANS & LIGHTS #13.1 SINGLE CONDENSER, OUTDOOR 1 BCH0005MCACZ BOHN PEI R.C. #14 CHECKOUT COUNTER#2 1 CUSTOM CASEWORK PEI PEI 120V 1 15 X X X X 5-15P UNDER CNTR #15 SVC HOT FOOD CASE, COUNTERTOP 1 HOT DELI 3 SQUARE FRI-JADO PEI G.C. 208V 3 4.6KW X X 15-20P UNDER CNTR #16 HAND SINK, WALL MOUNT, SIDESPLASHES 2 PBHS-1410-KV2MB-SS JOHN BOOS PEI G.C. 1/1/2" 1-7/8" DRAIN OPENING, 1-1/2" DRAIN CONNECTION [DIRECT WASTE] #16.1 FAUCET, SPLASH MOUNT, KNEE VALVES 2 B-0509-537K T&S PEI G.C. 1/2" 1/2" 12" AFF #17 8' STAINLESS WORKTOP, UNDERSHELF, CASTERS 1 ST6-3096SSK JOHN BOOS PEI G.C. #18 8' STAINLESS WORKTOP, UNDERSHELF 2 ST6R5-3096SSSK JOHN BOOS PEI G.C. #19 THAW SINK 1 1PB30244 JOHN BOOS PEI G.C. 3-1/2" #19.1 FAUCET, SERVICE SINK 1 B-0665-BSTR T&S PEI G.C. #19.2 DRAIN, LEVER WASTE 1 B-3952 T&S PEI G.C. #19.3 SUPPORT BRACKET, LEVER WASTE 1 PB-LWB JOHN BOOS PEI G.C. #20 THREE (3) COMPARTMENT SINK, CORNER 1 3PBCS244-2D36 JOHN BOOS PEI G.C. 3-1/2" 3-1/2" DRAIN OPENING FOR LEVER WASTE #20.1 FAUCET, SPLASH MOUNT, PRE -RINSE 1 B-0133-12-CR-B T&S PEI G.C. 1/2" 1/2" 12" AFF #20.2 FAUCET, SPLASH MOUNT, MIXING 1 B-1127 T&S PEI G.C. 1/2" 1/2" 12" AFF #20.3 DRAIN, LEVER WASTE 3 B-3952 T&S PEI G.C. 2" 2" NPT MALE THREAD, 1-1/2" NPTFEMAILTHREAD OUTLET, DRAIN TO PLUMBER -SUPPLIED FLOOR SINK #20.4 SUPPORT BRACKET, LEVER WASTE 3 PB-LWB JOHN BOOS PEI G.C. #21 10'STAINLESS WORKTOP, POLYTOP, 24" H REMOVEABLE SIDE SPLASH (LH), 36"D 1 ST6R5-36120SBK (MODIFIED) JOHN BOOS PEI G.C. #21.1 FAUCET, PRE -RINSE 1 B-0133-12-CR-B T&S PEI G.C. 1/2" 1/2" 12 "AFF #21.2 SINK, WELD -IN, 30"(D)X 18" (W) 1 CUT301418 JOHN BOOS PEI G.C. 3-1/2" #22 GARDEN HOSE CONNECTION 2 G.C. G.C. 1/2" 1/2" 48"AFF GARDEN HOSE CONNECTION REQ'D #23 10'STAINLESS WORKTOP, POLYTOP, 24" H REMOVEABLE SIDE SPLASH (RH), 36"D 1 ST6R5-36120SBK (MODIFIED) JOHN BOOS PEI G.C. #23.1 FAUCET, PRE -RINSE 1 B-0133-12-CR-B T&S PEI G.C. 1/2" 1/2" 12 "AFF #23.2 SINK, WELD -IN, 30"(D)X 18" (W) 1 CUT301418 JOHN BOOS PEI G.C. 3-1/2" #24 BACKROOM SHELVING 1 NEWAGE PEI G.C. #24.1 POST, 96"H 24 96P NEW AGE PEI G.C. #24.2 SHELF, 24" X 36" 10 2436TB NEW AGE PEI G.C. #24.3 SHELF, 24" X 48" 5 2448TB NEW AGE PEI G.C. #24.4 SHELF, 24" X 60" 15 2460TB NEW AGE PEI G.C. #24.5 WALL BRACKETS [SET OF 21 11 NS885 NEW AGE PEI G.C. #25 STAINLESS WORKTOP, CORNER 1 ST6-3648SSK (MODIFIED) JOHN BOOS PEI PEI #26 CUSTOM CASEWORK DELIVERY & INSTALLATION 1 PEI PEI #27 WALK-IN COOLER 1 SEE WALK-IN DWG CROWN TONKA PEI R.C. 24-115/120V 1 10 X X SEE EQ. REMARKS POWER FOR LIGHTS & DIGITAL THERMOMETER. COMBO LIGHTSWITCH/THERMOMETERCOMES INSTALLED ON WALK-IN DOOR FRAME. E.C. TO WIRE. & TERMINATE24VATROOFTOP CONDENSER #27.1 SINGLE CONDENSER, OUTDOOR 1 LCH0030MCACZA0000 BOHN PEI R.C. 208-230V 3 30 3 X X ROOF SEE EQ. REMARKS REMOTE REFRIGERATION. CONDENSER MOUNTED ON ROOF BY R.C. G.C. TO SUPPLYANYSTRCUTURAL REQUIREMENTS AND ROOF PENETRATIONS. #27.2 EVAPORATOR COIL, MEDIUMTEMP 1 LEL0105AS6AMAB0200 BOHN PEI R.C. 115V 1 1.8 X X 108"AFF X REMOTE REFRIGERATION. EVAP COIL INSTALLED BYR.C. E.C.T000NNECT. R.C.TO PROVIDED CONDENSATION PIPING TOP.C. SUPPLIED FLOOR/HUB DRAIN #27.3 WALK-IN INSTALLATION 1 PEI R.C. #27.4 WALK-IN ENGINEERING STAMP & CALCS 1 CROWN TONKA PEI PEI #28 MISC. EQUIPMENT RECEIVING & INSTALLATION 1 G.C. G.C. #29 ICE MACHINE, FLAKED, 3000 LB 1 3000-RL HOWE PEI R.C. 208-230V 1 3.9 3.74KW 1/3 X X ABOVE WALK-IN 3/8" 1/2" UNIT MOUNTED ON WALK-IN AND CONNECTED TO OUTDOOR/ROOFTOP SINGLE CONDENSER, PROVIDED BY HOWE. CUSTOM SHOOTTO BE FABRICATED FOR ICE DISTRIBUTION TO ICE BIN #29.1 SINGLE CONDENSER, OUTDOOR 1 HOWE PEI R.C. #29.2 ICE BIN & TRANSPORT SYSTEM 1 CP1800 HOWE PEI R.C. 1-1/4" FLOOR SINK OR DRAIN HUB REQ'D FOR INDIRECT WASTE #29.3 ITRANSPORTCARTS 2 RUBBERMAID OWNER OWNER #29.4 STAINLESS CHLITE, 18"X18"X12" 1 CUSTOM PEI PEI #30 MOP SINK, REAR & RH S/S WAINSCOTING 1 PBMS2016-12 JOHN BOOS PEI G.C. 3-1/2" #31.1 FAUCET, SERVICESINK 1 B-0665-BSTR T&S PEI G.C. 1/2" 1/2" 12 "AFF #31 CONVENIENCE OUTLET 2 G.C. G.C. 115V 1 20 3/4 X X 12" AFF #32 BREADER 1 BNB-SSH 19-5/8" PITCO PEI G.C. #33 5'OUTDOOR WORKTOP 1 OWNER OWNER #34 AIR DOOR (FUTURE) 4 HV2120-2UD-TS MARS AIR PEI G.C. 208-230V 1 10 X X SEE NOTES PROVIDE POWER TOJ-BOX FOR FUTURE AIR DOORS. LOCATE BOX ABOVE GARAGE DOOR OPENINGS. #35 OUTDOOR SMOKER AWNING 1 G.C. G.C. #36 LOCKERS 6 #13126 OMCAN PEI G.C. #37 WALL MOUNTSHELVING, WIRE, BLACK 1 REGENCY PEI G.C. #37.1 18" X 60" 6 460EB1860 REGENCY PEI G.C. #37.2 WALL MOUNT BRACKET, SINGLE [2-PACK] 1 460BB18X REGENCY PEI G.C. #37.3 WALL MOUNT BRACKET, DOUBLE 4 460BDB18X REGENCY PEI G.C. #38 DRAIN, FLOOR TROUGH 1 BSI PEI G.C. #38.1 12" X 60" 1 FT-1260 BSI PEI G.C. 4" TWO (2) DRAIN CONNECTIONS REQUIRED, EACH UNIT #38.2 12" X 72" 2 FT-1270 BSI PEI G.C. #38.3 12" X 96" 4 FT-1296 BSI PEI G.C. 4" TWO (2) DRAIN CONNECTIONS REQUIRED, EACH UNIT #38.4 12" X 120" 6 FT-12120 BSI PEI G.C. 4" TWO (2) DRAIN CONNECTIONS REQUIRED, EACH UNIT #39 REFRIGERATION MATERIALS & INSTALLATION 1 PUGETSOUND REFRIGERATION PEI PEI #40 FRYER, GAS 2 SSH55 PITCO PEI PEI 115V 1 0.7 X 5-15P 16"AFF 80,000 #40.1 GAS CONNECTOR HOSE KIT 1 HG-4D-48GS-K T&S PEI G.C. #41 GENERAL CONSTRUCTION 1 MAXAM CONSTRUCTION PEI G.C. #41.1 HVAC DUCT RELOCATION 1 SKILLFAB PEI PEI #42 ELECTRICAL 1 PARKER BROTHERS ELECTRIC PEI G.C. #43 PLUMBING 1 LAYNE PLUMBING & WATER HEATERS PEI G.C. #44 AWNING, NEW ENTRANCE 1 PEI PEI #45 INTERIOR LIGHTING 1 PEI G.C. #46 CONVENIENCE OUTLET 4 G.C. G.C. 115V 1 20 3/4 X X 48"AFF #47 STAINLESS WORKTOP, 24X30 1 ST6R5-3024SSK JOHN BOOS PEI G.C. #48 EXHAUST HOOD, TYPE 1, MATERIALS, & INSTALLATION 1 SEE EXHAUST HOOD DWGS CAPTIVEAIRE PEI PEI X X X I X X I SEE EQ.REMARKS SEE EXHAUST HOOD DWGS FOR ALL CONNECTION REQUIREMENTS #48.1 EXHAUST FAN, ROOFTOP 1 SEE EXHAUST HOOD DWGS CAPTIVEAIRE PEI PEI X X X X X SEE EQ.REMARKS SEE EXHAUST HOOD DWGS FOR ALL CONNECTION REQUIREMENTS #48.2 EXHAUST HOOD MATERIALS & INSTALLATION 1 PEI PEI #49 FIREALARM SYSTEM & INSTALLATION 1 RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ui 0-4 C) W � Q� I O o O � � L N 0 LJ_J -------------- -------------- a1 � u2M��5 • R15N N1ARK6T PROVIDED BY: FFOODS DESIGNING THE MODERN MARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 11.3.23 SCALE: 4' = 1' EQUIPMENT SCHEDULE F3,0 �i _51L_�LJL_�L_�L 7071707�7� �i l��i l��i l��i ���i -N ---------------------- r 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 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 I I I I I I ----------------------------------- I I L---------------------------------- J RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTES 1) EQUIPMENT SCHEDULE ON SHEET F3.1 ui 0,4 CD W � O 0 toe) Z o O � � L N 0 W i N U 7 IMA 5 • F15N MARKET PROVIDED BY: FOOD MARKET DESIGNS DESIGNING THE MODERN MARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 11.3.23 SCALE: "' = 1' TRENCH DRAINS F4,90 uu RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LIGHTING SCHEDULE FIXTURE MOUNTING VOLTAGE COLOR TEMP WATTAGE/LUMS LIGHTING REMARKS TYPE MFGR DESCRIPTION CATALOG NUMBER QTY LOCATION TYPE HEIGHT A-1 CONTECH ALUMINUM WRAP, 4' AW-4-40K-MVD2-DS-P 10 BACKROOM/PREP CEILING MOUNT ATCEILING 120-277V 4000K 41W/4094LM A-2 CONTECH ALUMINUM WRAP, 4' (BATT.PK) AW-4-40K-MVD2-DS-P-EM 3 BACKROOM CEILING MOUNT ATCEILING 120-277V 4000K 41W/4094LM *BATTERY BACKUP* B EVERI DGE VAPOR TIGHT LI NEAR AL-TP45WYYK4FTIN& 6 WALK-IN BOXES SURFACE MOUNT AT CEI LI NG 100-277V 5000K 45W/5400 SUPPLIED BY WALK IN MFG. INSTALLED BY E.C. SEE WALK -I N .DWG'S FOR FINAL QUANTITY & LOCATIONS C CONTECH PENDANT CPL3-35K-MVD-FC-B 12 SALES FLOOR SUSPEND WITH CABLE 10'-0" AFF 120-277V 3500K 36W/3650LM -- CONTECH SHADE, 12" ALS12-B 12 -- -- -- -- -- -- C-1 CONTECH PENDANT (BATT.PK) CPL3-35K-RDB-FC-B 1 SALES FLOOR SUSPEND WITH CABLE 10'-0" AFF 120-277V 3500K 36W/3650LM *BATTERY BACKUP* -- CONTECH SHADE, 12" ALS12-B 1 -- -- -- -- -- -- D CONTECH TRACK, 8' LT-8-13 2 SALES FLOOR MOUNT ON UNI-STRUT 10'-0" -- -- -- UNI-STRUCT PROVIDED AND INSTALLED BY E.C. E CONTECH TRACK HEAD CTL-8252-V-M-35-D-B 8 SALES FLOOR TRACK -- 120V 3500K 29W/2818LM -- -- POWER FEED LA-10-B 2 -- -- -- -- -- -- F CONTECH EXITSIGN EX2HGLEDEM-B 3 EXIT DOORS SURFACE MOUNT -- 120-277V -- 3.8W/15 WATTS G CONTECH PENDANT [EXISTING] CPL3-35K-MVD-FC-B [EXISTING] 2 SALES FLOOR SUSPENDED WITH CABLE 10'-0" AFF 120-277V 3500K 36W/3650LM EXISTING FIXTURES ui �o o w � Z Q v J O n N o O N 0 Lu N �N L ___J U7IMA 5 • F15N MARKET PROVIDED BY: FOOD MARKET DESIGNS =77 DESIGNING THE 1-10DEIRN h-9ARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 1 1.3.23 SCALE: "' = 1' LIGHTING F5,90 RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEGEND A = SEALED CONCRETE TO MATCH EXISTING STORE - 2,300 SQ. FT (+/-) POEM ui he �o o w � Z Q toe) cr) LL o 0 Z to o O N 0 w N i N U 7 IMA 5 • F15N MARKET PROVIDED BY: FOOD MARKET DESIGNS DESIGNING THE MODERN MARKET 115 2nd Street, # 1269 Langley, WA 98260 360-544-6440 info@foodmarketdesigns.com www.foodmarketdesigns.com DATE: 1 1.3.23 SCALE: "' = 1' FLOOR COVER F6,90 B = EXISTING FLOOR TO REMAIN