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Home My WebLink AboutBLD10-225 - drawings CA D \ 7 0 3 _ C O N S T D O C S \ 0 7 0 2 8 1 0 2 G0 . 1 . D W G PL O T T E D BY : CA N D I C E ER I C K S O N DA T E / T I M E : 1/ 2 6 / 2 0 1 1 10 : 0 9 AM FI L E : H\ R E T A I L CO N C E P T S \ Q F C \ 0 7 \ 0 7 - 0 2 8 1 - 0 2 - PO R T TO W N S E N D #1 0 6 \ 0 7 i? ) | > DETAIL IDENTIFICATION (ox ACOUST ACOUSTICAL LTWT LIGHT WEIGHT OWNER/ DEVELOPER — QUALITY FOOD CENTERS 1 DONOT SCALE DRAWINGS. SE er SuEET (xx pecoee . \Wxx/ a ae ouey aL CEG TILEOR vase vasiyMny CONTACT: MARIE HOFFMAN 2. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS I PANEL MECH — MECHANICAL Geese Penne ae ce lity Food C WX \ } f 206.622.3832 3. PORTIONS OF THESE DRAWINGS WERE CREATED BASED ON INFORMATION AND Quality Food Centers SHEET WHERE DRAWN Sas as ie - ADJ ADJACENT MEZZ = MEZZANINE 3663 1ST AVENUE SOUTH DRAWINGS SUPPLIED BY OTHERS. CONDITIONS MUST BE FIELD VERIFIED PRIOR TO DETAIL DETAIL VIEW BUBBLE AFF ABOVE FINISHED FLOOR MFCR — MANUFACTURER SEATTLE, WA 98134 CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY OF ANY ARCHITECTURAL sere SHEER ne ALTERNATE MO MONETC HOLD OPEN DISCREPANCIES BETWEEN CONDITIONS SHOWN ON THESE DRAWINGS AND ACTUAL. | AD1 DEMO FLOOR PLAN BELA WENGLORTION aa LOCATION ANOD ANODIZED MIN MINIMUM, MINUTES Bt ate sal Mt = OBR PLAN oreo eee o) aereruben Sil AXXX APPROX APPROXIMATE MISC MISCELLANEOUS ARCHITECT MULVANNYG2 ARCHITECTURE RE NCon Gg cian ct eee A1.3 REFLECTED CEILING PLAN - LIGHTING PORT TOWNSEND, WA. 8266 a o-—--- ARCH ARCHITECTURAL MO MASONRY OPENING Smet eh ESN WRITING BEFORE PROCEEDING en NTIONOF THE ARCHITECT J a4.1 ENLARGED PLANS, DETAILS AND WALL ~— SHEET WHERE DRAWN ASPH ASPHALT MR MOISTURE RESISTANT t: 425.463.2000 NE CONT OR SCL MOEN TYPES } is sean ND MOUATES = foe AReonne 5. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY AA 41 EMPARGED RESTROOM PLANS BUILDING SECTION MATCH LINE REFERENCE 14404409 AVENUE NE ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL 1. ; BIT BITUMINOUS MTG = MOUNTING SUN end COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT ELEVATIONS AND FINISH SCHEDULE DETAIL IDENTIFICATION DETAILIDENTIFICATION | BLDG — BUILDING MTL METAL SELLE SRn DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES AS.1. ARCHITECTURAL AND INTERIOR STANDARD QUALITY FOOD x CUT LINE - DEFINES CUT LINE - DEFINES THE a G atv ven NOT APBLICABLE PRIOR TO CONSTRUCTION. DETAILS CENTERS xX SEVENE (x PETAREDELEMENT 180. BoTTOMOF NIC NOTIN CONTRACT ELECTRICAL ENGINEER HARGIS ENGINEERS, INC. » ALLWORK 6 TO BE COORDINATED WITH-THEGUILDINGMANAGEMENTAND GARE. | INTERIORS OS +— SHEET WHERE DRAWN "SHEET WHERE DRAWN | or eee a MUMIBER: BOINTG TINE Hise Cel TAKEN TO ENSURE PUBLIC SAFETY AT ALL TIMES. CONSTRUCTION TIMES ARE TOBE | /1-1 FIXTURE PLAN AND SCHEDULE 3663 1ST AVENUE SOUTH WALL SECTION DETAIL SECTION aM SOME i NON TO SCALE ; ee oens COORDINATED WITH BUILDING MANAGEMENT. PROVIDE ALL NECESSARY SIGNAGE, SEATTLE, WASHINGTON 98134 f. 206.448.4450 BARRICADES (SEE DETAILS), FENCING, AND TEMPORARY LIGHTING FOR JOB SITE ELECTRICAL 206.662.9740 XX XX DETAIL IDENTIFICATION | C8 VATEH BASIN i eWERALL 600 STEWART ST #1000 SECURITY AND TO RESTRICT SITE ACCESS. E1.2 POWER PLANS 206.622.3832 FAX . _ DETAIL DEN TRICATION rs eel GEMENT oc. ON CENTER SEATTLE, WA 98101 7. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, | £16 SITE ELECTRICAL PLAN XX (200 oe CFI CONTRACTOR FURNISHED AND OD OUTSIDE DIAMETER TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED TO PERFORM THIS WORK. | £62 ELECTRICAL RISER DIAGRAM AXXX SUPPLIED OFCI = OWNER FURNISHED CONTRACTOR 8. MAINTAIN THE BUILDING SECURITY, FIRE ALARM AND PROTECTION SYSTEMS AT ALL “SHEET WHERE DRAWN SHEET WHERE DRAWN | CG CORNER GUARD INSTALLED , XX . seer eon OF MW eRHEAD TIMES DURING CONSTRUCTION. VERIFY REQUIRED LOCATIONS OF FIRE EXTERIOR ELEVATION INTERIOR ELEVATION CIP CAST IN PLACE OPN'G OPENING EXTINGUISHERS WITH FIRE MARSHAL. rt co usr ene oN Join spp OPBOSITE 9. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION AND ponte IN Ors ec neeine CONSTRUCTION WORK AS SET FORTH IN THE BUILDING CODE. BARRICADE HEIGHT ml SHEE Sm ee aatres AND CONSTRUCTION, IF ANY, IS TO BE DETERMINED BY LOCAL JURISDICTION. ROOM NAME cle a 7 ceepeay IN: BLE 10. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EGRESS “rR es Sa) HERE COMPONENT OR IMPAIR FLOOR TO FLOOR FIRE SEPARATION WHILE THE BUILDING IS 1110 112TH AWE. NE | SUITE 500 OCCUPIED. THIS INCLUDES DEMOLITION BOTH TO THIS BUILDING AND TO SOON NAME NuMBER noe NIMEERS CMU CONCRETE MASONRY UNIT PLAS PLASTER JEIGHBORING/SUILDINES (TENMAITS: BELLEVUE, WA | 98004 SON 0 SONCRETE ine , ES 11. ALL EXITS INDICATED ON THE PLANS SHALL BE OPENABLE FROM THE INSIDE {425.463.2000 | £ 425.463.2002 | CONN CONNECTION SLYWD PLYWOOD WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL CONST CONSTRUCTION ONL OANEL BE LABELED, 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED! IN . 68 (x) acne. ernie OR SAR BLOCK LETTERS A MINIMUM OF 4 INCH HIGH ON A CONTRASTING BACKGROUND. A Io CORR CORRIDOR OREFIN PREEINISHED SPECIAL LOCKING DEVICE SHALL BE AN APPROVED TYPE THAT IS READILY CPT CARPET PRESS T PRESSURE TREATED VAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 §LBS FOR EXTERIOR WINDOW NUMBER EQUIPMENT TAG a cepaIe TLE noe Ser Te SIONED DOORS 5 LBS FOR INTERIOR DOORS AND 15 LBS FOR FIRE RATED DOORS. PERMIT SET PLAN CONFIGURATION | Ci Co CONT PAINT. 12. THE BUILDING AND FACILITIES MUST BE ACCESSIBLE TO AND FUNCTIONAL FOR THE / SULATIOM SEPT DEPARTMENT or QUARRY TILE PHYSICALLY DISABLED IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT / - SRINKING FOUNTAIN OTR QUARTER (ADA) AND ALL OTHER STATE/FEDERAL GOVERNING AGENCIES. bo OIA DIAMETER / MADIUS RISER 13. CONTRACTOR SHALL PROTECT ALL EXISTING WORK SHOWN TO REMAIN. ANY \—secrion Dit INENSION RB _RESLIENT BASE, RUBBER BASE DAMAGE TO EXISTING WORK SHALL BE PREPARED OR REPLACED WITH THE SAME BUILDING CODES . LORS AND TEXTURES. KEY NOTES WALL TYPE CONFIGURATION a Son Ree SE bean PLAN 14. EXISTING STRUCTURAL ELEMENTS ARE TO REMAIN UNDISTURBED UNLESS ee = SGNSPOMT sees OTHERWISE NOTED ON DRAWINGS. NO STRUCTURAL MEMBER SHALL BE CUT FOR APPLICABLE BUILDING CODES /\ = SETAIL REF REFERENCE PIPES, AC DUCTS, ETC., UNLESS SPECIFICALLY DETAILED AND/OR APPROVED BY TH BUILDING: 2009 IBC J DWG DRAWING REFR _- REFRIGERATOR STRUCTURAL ENGINEER. FIRE: 2009 IFC Level 1 _ aA BAGH BEIIE REINFORCING 15. NO ADDITIONAL ROOF OPENING OR ROOF MOUNTED EQUIPMENT IS ALLOWED PLUMBING: 2009 UPC 0-0" AEF. _ STERIOREINISHISYSTEN TEOD REQUIRED BEYOND THAT WHICH IS SHOWN ON THESE PLANS WITHOUT WRITTEN CONSENT OF MECHANICAL: 2009 IMC Bre EERO INCILETON RE RUBBER FLOORING THE ARCHITECT AND STRUCTURAL ENGINEER. ELECTRICAL: 2008 NEC " DATUM ELEVATION REVISION DELTA & CLOUD mec aH GON 16. PROVIDE FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH STATE: 2009 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 5 ayer Ono RO ROUGH OPENING VERTICAL AND HORIZONTAL) AS REQUIRED EACH WAY AT THE CEILING. = evanian ROW RIGHT OF WAY 17, ALL WORK SHALL BE PROVIDED BY CONTRACTOR EXCEPT AS DELINEATED AS OWNER __ mies LECT IGAE SAN aetna p R O E PROVIDED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO: ALL INTERIOR oN FIEV ‘ELEVATOR ee SOL CORE J T D AT A FINISHES, INCLUDING PAINTING OF ALL WALLS, ALL CONDUIT PIPING, AND DUCTWORK = re eu GeHERILE IN CEILING AND COLUMNS, SUSPENDED CEILING SYSTEM AND COMPLETE D FE F -E R R -E D S UJ B Mi | TTAL S FINISH TAG CEILING HEIGHT EPX = EPOXY-QUARTZ FLOORING SECT — SECTION PROJECT SCOPE: 18 mth TELECOMMUNICNTONE AND OTHER LOW VOLTAGE SYSTEMS BY OWNER . EQ EQUAL SF SQUARE FEET : “3 =ouIP ‘EGUIPRENT SHT SHEET © REFRESH/MODIFICATION OF RESTROOM WALLS, FLOOR CEILING FINISHES AND NEW CONTRACTOR SHALL COORDINATE WITH OWNER'S VENDOR AS REQUIRED. | | EW EACH WAY SHT MTL SHEET METAL FIXTURES 19. FOR THE PORTION OF THE PROJECT PERFORMED BY THE CONTRACTOR ON A THE DESIGN BUILD DEFERRED SUBMITTALS FOR THIS PROJECT ARE AS FOLLOWS: 0.0" Sue ELECTRIC WATER COOLER SIM SIMILAR ¢ REPLACE REFRIGERATED CASES IN THE MEAT/SEAFOOD DEPARTMENT WITH NEW 'DESIGN-BUILD' BASIS, THE CONTRACTOR (NOT THE ARCHITECT) IS SOLELY 1. FIRE PROTECTION IF MODIFICATIONS ARE NECESSARY (BY CONTRACTOR) 00-00" EN SM ELECTRIC WATER UEKTER 5 ROBE JOM ° REPLACE DAIRY COOLER WALLS AND DOORS WITH NEW RESPONSIBLE FOR THE DESIGN AND SUBMISSION FOR THE PERMIT OF SUCH PER NFPA STANDARDS AND LOCAL JURISDICTION FIRE DEPARTMENT DEVELOPMENT STANDARDS = EXHALET Spee GPECIFIED ePECIFIOMTION * REPLACE REFRIGERATED CASES IN PRODUCE WITH NEW SYSTEMS AND THE COORDINATION OF THE 'DESIGN-BUILD' SUBCONTRACTOR WHO SVIET EMETINE aa SOUARE | © UPGRADE SITE LIGHTING IN PARKING LOT SHALL BE THE ENGINEER OF RECORD FOR SUCH SYSTEMS. SPOT ELEVATION FINISH HEIGHT & TYPE EXP EXPOSED STRUCTURE Sg SANITARY SEWER e REPLACE AND RELOCATE EMERGENCY GENERATOR 20. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, CUTTING OR at BERR Sst Santee : eee aren YELDNG OPERATION RODEN OPERATING LEE OF PAIRMALE HEF, ° MENT -” in IN OOR ORAIN an SONS ae OB TILE SITE WITHOUT FIRST HAVING OBTAINED A SPECIFIC PERMIT FROM THE FIRE nee © a <DN oaINOAAICR — STEEL “EGAL DESCRIPTION: DEPARTMENT FOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLITION Sa FE FIRE EXTINGUISHER STOR = STORAGE EISENBEIS ADDITION BLOCK C, TAX |, RECORDED IN VOL. 2 OF PLATS, PAGE 24, NOR IGATION. THE FIRE DEPARTMENT FOR PERMIT INFORMATION AND DATE. bee \A Zal — START POINT TOP OF MARK E “ NIGHED FLOOR everest SP SUSPENDED. RECORDS OF dEFFERSON COUNTY AUDITOR, 21. REVISE/EXTEND THE AUTOMATIC SPRINKLER SYSTEM AS NECESSARY TO PROVIDE PERMIT # BLD 0-225 FFE FURNITURE, FIXTURES SYM SYMMETRICAL 5.W. 114 SECTION 10. TOWNSHIP 30 NORTH. RANGE 1 West COMPLETE AND CONTINUOUS PROTECTION. THE SPRINKLER SYSTEM SHALL PROVIDE | erg mae -ERUIEMERT Sys SYSTEM W. ORDINARY HAZARD, GROUP 2, PROTECTION IN ALL RETAIL AND STORAGE AREAS Mcrae. tests FIN FINISH TOP TREAD INCLUDING FREEZERS AND COOLERS. CONTACT THE FIRE DEPARTMENT FOR | EXTENT OF ¢ FLR -FLOOR T&B «TOP AND BOTTOM SPECIFIC REQUIREMENTS AND SUBMITTAL PROCEDURES. A aes anise, Miwon aust “ae FO FACE OF 138C TONGUE'# GROOVE 22. CONTACT THE BUILDING DEPARTMENT FOR SPECIAL INSPECTION REQUIREMENTS pass Inspection in conformance with FOC FACE OF CONCRETE TBD TO BE DETERMINED AND PROCEDURES. GENERAL CONTRACTOR TO COORDINATE WITH KROGER all applicable codes and regulations. EXTENT OF WORK DATUM INDICATOR FOE FACE OF FINISH TEL TELEPHONE ZONING: R (RETAIL) PROJECT MANAGER AND SPECIAL INSPECTIONS COMPANY. FOIC FURNISHED BY OWNER TEMP TEMPORARY BUILDING AREA: 28,943 SF PROJECT NORTH - NSTMINED EY CONTRACTOR TER TERRAZZO CONSTRUCTION TYPE: VB - FULLY SPRINKLERED \ oe TS BUILDING FOIO FURNISHED BY OWNER TO TOP OF OCCUPANCY: M - MERCANTILE S | T E P L A N TRUE NORTH eNISTING INSTALLED BY OWNER TOC | TOP OF CONCRETE GRID ios SBERRENIFORGED PLASTIC 1H TOF oF THCONRY ( TRUSSELL HAZARD ARCHITECT NORTH ARROW GRIDLINE BUBBLE FRT FIRE RETARDANT TREATED TOP TOP OF PARAPET ae | RUSSELL H. HAZZARD, ARCHITECT FS FLOOR SINK TOS TOP OFSTEEL/STUD TTT TTT TTT NON - RATED FT FOOT/FEET TOW ‘TOP OF WALL == HOUR - RATED FTG FOOTING TYP TYPICAL HELE ELLE | ear t 0] SESE IHOUR-RATED ro FURN FURNISHED UL UNDERWRITER'S LABORATORIES THT TIT | GHitfer a OUR -RATED FURR FURRING UNO —_ UNLESS NOTED OTHERWISE i FWP —- FABRIC WRAP WALL PANEL UTL UTILITY | RUSSELL y 7 PARTITION FIRE RATINGS EXIT SIGN GA GAUGE VAR VARNISH HLELLLLELL| are OF Ww rei : GALV GALVANIZED VB VINYL BASE { GB GRAB BAR VCT VINYL COMPOSITION TILE TTT ce : M AT E R | ALS ec GENERAL CONTRACTOR VERT VERTICAL Vi C | N | TY MI AP Gl GALVANIZED IRON VEST VESTIBULE HELLLLLEELLE ELE |) @ wuvennyezeretecime: GL GLASS VIF VERIFY IN FIELD SET TTT rprosued a frm oy any mears whoa GWB GYPSUM WALLBOARD VP VENEER PLASTER rh = —T ACOUSTICAL TILE GYP GYPSUM VT VINYL TILE | = /\| DATE | DESCRIPTION =] ALUMINUM HB HOSE BIBB VIF VINYL TILE FLOORING | ct PORT TOWNSEND | HULL LEELA — | 11.01.10 PERMIT SET HC HOLLOW CORE W/ WITH / nl | | | | | | | | | | | | | | 4 | 1 | 1.26.11 PERMIT RESUBMITTAL BATT INSULATION HDWR ~=HARDWARE W/O WITHOUT LI = —4 HG HARDWARE GROUP WB WOOD BASE i a = CMU OR BRICK HM HOLLOW METAL wc WATER CLOSET, WALL COVERING o HLLELL ELE EELU L = im HORIZ HORIZONTAL WD WOOD a Wh Tit & | CONCRETE HP HIGH POINT WDC WOOD CEILING . ey [I z EARTH HT HEIGHT WDP WOOD PANELING 6 HTR HEATER WF WOOD FLOORING LTT T TITEL = >) FINISHED WOOD HVAC HEATING, VENTILATION WIN WINDOW mii | = & AIR CONDITIONING WOM — WALK OF MAT OR CARPET —| GRAVEL IBC INTERNATIONAL BUILDING CODE WP WATERPROOF, OR WORK POINT _ | ID INSIDE DIAMETER WR WATER RESISTANT | PELELEE LLL LLL = | a GYPSUM BOARD IE INVERT ELEVATION WRB WEATHER RESISTANT BARRIER S TI rT] WT] rT [| —I IN INCH ws WEATHERSTRIP PROJECT SITE | —- | 07-0281-02 PLYWOOD INSUL INSULATION WSCT WAINSCOT AEELEELLLLLL _ | PM: JIM BABINE INT INTERIOR WT WEIGHT ORR am DRAWN: CE lean ote JAN JANITOR WWF WELDED WIRE FABRIC | 7 TITITITTT Tt = |) SOUND INSULATION 4 to “onc YD YARD =| | — Rese Paee. COVER SHEET STEEL LAM LAMINATE LLL / = | LB POUND ‘ahh, ESSE i — WOOD BLOCKING LF LINEAR FEET SR 20 ae 7 le LIQUID (SIMS Way) ~ | “ae LMC LINEAR METAL CEILING FC : Lp LOW POINT . G O . 1 LT LIGHT NOT TO SCALE Quality Food Centers NOT TO SCALE . CA D \ 7 0 3 _ C O N S T D O C S \ 0 7 0 2 8 1 02 GO . 1 . D W G PL O T T E D BY : CA N D I C E ER I C K S O N DA T E / T I M E : 11 / 1 / 2 0 1 0 3: 3 8 PM FI L E : H: \ R E T A I L CO N C E P T S \ Q F C \ 0 7 \ 0 7 - 0 2 8 1 - 0 2 - PO R T TO W N S E N D #1 0 6 \ 0 7 (> ) > 1 | 2 | 3 | 4 5 | 6 7 | 8 9 | 10 DETAIL IDENTIFICATION (xx ACOUST ACOUSTICAL LTWT LIGHT WEIGHT OWNER / DEVELOPER QUALITY FOOD CENTERS 1 DONOT SCALE DRAWINGS. See eR SHEET eee ACSF = ACCESS FLOORING MAS MASONRY CONTACT: MARIE HOFFMAN 2. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS AX] ! apy riNel _ a f: 206.622.3832 3. PORTIONS OF THESE DRAWINGS WERE CREATED BASED ON INFORMATION AND ~ See - 3663 1ST AVENUE SOUTH DRAWINGS SUPPLIED BY OTHERS. CONDITIONS MUST BE FIELD VERIFIED PRIOR TO DETAIL —/_ DETAIL VIEW BUBBLE AFF ABOVE FINISHED FLOOR MFCR — MANUFACTURER SEATTLE A Goh CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY OF ANY ARCHITECTURAL , AL ALUMINUM MH MANHOLE DISCREPANCIES BETWEEN CONDITIONS SHOWN ON THESE DRAWINGS AND ACTUAL | AD 1 = DEMO FLOOR PLAN DETAIL IDENTIFICATION MATCHSHEET | ALT — ALTERNATE MHO _ MAGNETIC HOLD OPEN FIELD CONDITIONS. AD 1.1 DEMO REFLECTED CEILING PLAN xo KOGATION ANOD ANODIZED MIN MINIMUM, MINUTES ARCHITECT MULVANNYG2 ARCHITECTURE 4. ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL A1.1_ FLOOR PLAN — — 7 AXXX APPROX APPROXIMATE MISC MISCELLANEOUS CONTACT: JIM BABINE GOVERNING AUTHORITY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT | A193 REFLECTED CEILING PLAN - LIG _ ARCH ARCHITECTURAL MO MASONRY OPENING : IN WRITING BEFORE PROCEEDING. A4.1 ENLARGED PLANS, DETAI WALL Series) MERE En ASPH = ASPHALT MR MOISTURE RESISTANT . toe 465 oo0p 5. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY TYPES BD BOARD MTD MOUNTED ‘ ; : NE SHALL BE AS BINDING AS IF RE A4.1.1 ENLARGEDR OOM PLANS, BEDDING SECTION MATT RETEnENE BIT BITUMINOUS MTG = MOUNTING 1110 112TH AVENUE NE COORDINATE vi PORTIONS OF THE WORK re DESCRIBED NTHEICONTRACT ELEVA@IONS AND FINISH SCHEDULE DETAIL IDENTIFICATION BETAIL IDENTIFICATION | BLDG — BUILDING MTL = METAL SUITE 200 DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES AS.1 _ABERITECTURAL AND INTERIOR STANDARD xX CUT LINE - DEFINES SMRINE - DEFINES THE ve avi NA NOT APPLICABLE BELLEVUE WA 98004 PRIOR TO CONSTRUCTION. DETAILS THE DETAILED DETN@D ELEMENT 6. THIS PROJECT IS A TENANT IMPROVEMENT WITHIN AN EXISTING SHOPPING CENTER. Be ELEMENT Cx : BO BOTTOM OF NIC NOT IN CONTRACT ELECTRICALIENGINEER HARGIS ENGINEERS, INC. ALL WORK IS TO BE COORDINATED WITH THE BUILDING MANAGEMENT AND CARE@® | INTERIORS — SHEET WHERE DRAWN SHEET WARE DRAWN | BOT = BOTTOM NO ‘NUMBER eee Mien Ae eDenN TAKEN TO ENSURE PUBLIC SAFETY AT ALL TIMES. CONSTRUCTION TIMES ARE JO BE | |1.1 FIXTURE PLAN AND SCHEDULE WALL SECTION DETAIL SECTION | BIW -BEIWEEN NEM RUMINAL ce aceemiagactbe COORDINATED WITH BUILDING MANAGEMENT. PROVIDE ALL NECESSARY SIGMAGE, CAB CABINET NTS = NOT TO SCALE f: 206.448.4450 BARRICADES (SEE DETAILS), FENCING, AND TEMPORARY LIGHTING FOR JOB/SITE ELECTRICAL XX XX DETAIL IDENTIFICATIG CB CATCH BASIN OA OVERALL 600 STEWART ST #1000 SECURITY AND TO RESTRICT SITE ACCESS. V4 E1.2 POWER PLANS oN petal IDENTIFICATION a eM SEMENT oe pn EEnES SEATTLE, WA 98101 7. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND JAE METHODS, | £16 SITE ELECTRICAL PLAN 50 ve CONTRACTOR FURNISHED AND OD OUTSIDE DIAMETER TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED TO PERFORM THIS WORK. | £62 ELECTRICAL RISER DIAGRAM MOK) RH SUPPLIED OFC! = OWNER FURNISHED CONTRACTOR 8. MAINTAIN THE BUILDING SECURITY, FIRE ALARM AND PROTECTION SYSTEMS AT ALL erie WEEte eel XX SHEET WHERE DRAWN AP Kron on Neca TIMES DURING CONSTRUCTION. VERIFY REQUIRED LOCATIONS OF FIRE OA EXTINGUISHERS WITH FIRE MARSHAL. ; EXTERIOR ELEVATION INTERIOR ELEVATION CIP CASTAIN PLACE OPN'G == OPENING ‘\] 9. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY TH DEMOLITION AND CJ CONSTREQTION JOINT, OPP OPPOSITE CONSTRUCTION WORK AS SET FORTH IN THE BUJMOING CODE. BARRICADE HEIGHT CONTROL JO OTS = OPEN TO STRUCTURE AND CONSTRUCTION, IF ANY, IS TO BE DETERMINED BY LOCAL JURISDICTION. ROOM NAME CL CENTERLINE PERP = PERPENDICULAR 10. CONTRACTOR MATERIALS AND ACTIVITIBS*SHALL NOT BLOCK ANY EGRESS CLG CEILING PL PROPERTY LING, PLATE COMPONENT OR IMPAIR FLOOR TO EY@OR FIRE SEPARATION WHILE THE BUILDING IS AKOCA en SOnGRETE Weeeuer ne ne cestEe OCCUPIED. THIS INCLUDES DEM@M@TION BOTH TO THIS BUILDING AND TO NEIGHBORING BUILDINGS / TBMANTS. ROOM NAME & NUMBER DOOR NUMBERS COL = COLUMN - PLUMBING \ | 11. ALL EXITS INDICATED ONMPRAE PLANS SHALL BE OPENABLE FROM THE INSIDE CONC = CONCRETE PL PLATE N WITHOUT THE USE QBMA KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL CONN = GONNESTION PLYWD/avroop BE LABELED, 'TH\g#8OOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED! IN (xx) CONST CONSTRUCTION PNL BLOCK LET gfe A MINIMUM OF 1 INCH HIGH ON A CONTRASTING BACKGROUND. A (0) CONT = CONTINUEHS i PAR = SPECIALg MOCKING DEVICE SHALL BE AN APPROVED TYPE THAT IS READILY a“ ese 7 a Recoune in, DISJAMMBUISHABLE AS LOCKED. FLUSH BOLTS OR SURFACE BOLTS ARE NOT ALLOWED. (AXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 LBS FOR EXTERIOR WINDOW NUMBER EQUIPMENT TAG CR CARD READER PROJ = PROJECT @ DOORS 5 LBS FOR INTERIOR DOORS AND 15 LBS FOR FIRE RATED DOORS. PLAN CONFIGURATION | CT CERAMIC TILE Pi POST-TENSIONED, _g@12. THE BUILDING AND FACILITIES MUST BE ACCESSIBLE TO AND FUNCTIONAL FOR THE / REWLETION CUFT = CUBIC FEET POINT RINT , “a PHYSICALLY DISABLED IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT DEPT DEPARTMENT QT QUARRY TILE 4 — Zp (ADA) AND ALL OTHER STATE/FEDERAL GOVERNING AGENCIES. XIX DF DRINKING FOUNTAIN QTR == QUARTER 13. CONTRACTOR SHALL PROTECT ALL EXISTING WORK SHOWN TO REMAIN. ANY DIA DIAMETER R RADIUS, RISER DAMAGE TO EXISTING WORK SHALL BE PREPARED OR REPLACED WITH THE SAME i | L. D | N G C O D E S SECTION DIM DIMENSION RB RESILIENT BASE, RUBBER BASE a MATERIAL, INCLUDING MATCHING OF COLORS AND TEXTURES. ty KEY NOTES WALL TYPE = CONFIGURATION DISP DISPENSER RCP REFLECTED CEILING PLAN b. 14. EXISTING STRUCTURAL ELEMENTS ARE TO REMAIN UNDISTURBED UNLESS —, DN DOWN RD __- ROOF DRAIN OTHERWISE NOTED ON DRAWINGS. NO STRUCTURAL MEMBER SHALL BE CUT FOR APPLICABLE BUILDING CODES. - VEZ DS DOWNSPOUT REC'D — RECEIVED PIPES, AC DUCTS, ETC., UNLESS SPECIFICALLY DETAILED AND/OR APPROVED BY THE |{ BUILDING: 2006 IBC 449 DT, = PETAL REP = sREFERENe \\] STRUCTURAL ENGINEER. FIRE: 2006 IFC oo = Level 1 7 /\ DWG DRAWING REFR = REFRIGERATOR p 15. NO ADDITIONAL ROOF OPENING OR ROOF MOUNTED EQUIPMENT IS ALLOWED PLUMBING: 2006UPC Se 0-0" AFF. en EAGH REINF REINFORCING PS aevone THAT WHICH IS SHOWN ON THESE PLANS WITHOUT WRITTEN CONSENT OF MECHANICAL: 2006 IMC EFS EXTERIOR FINISH SYSTEM RESD REQUIRED THE ARCHITECT AND STRUCTURAL ENGINEER. ELECTRICAL: 2008 NEC DATUM ELEVATION REVISION DELTA & CLOUD i ieee er eee healt 16. PROVIDE FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH STATE: 2004 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE WITH 2006 AMENDMENTS -) sean ONT i SO uCH OPENING > Lan VERTICAL AND HORIZONTAL) AS REQUIRED EACH WAY AT THE CEILING. im SV ATION ROW RiGuP OE WAY —— = 17. ALL WORK SHALL BE PROVIDED BY CONTRACTOR EXCEPT AS DELINEATED AS OWNER Ee ELECTRIC i tL i = PROVIDED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO: ALL INTERIOR — 7 00-00" er Benane = eo MeerE I OJ E C 9 AT A FINISHES, INCLUDING PAINTING OF ALL WALLS, ALL CONDUIT PIPING, AND DUCTWORK D E F E R R E D S U B M | TT AL S L . IN CEILING AND COLUMNS, SUSPENDED CEILING SYSTEM AND COMPLETE ey UO aN! SCHED! SGnEDULE “a ‘ INSTALLATION OF LIGHT FIXTURES FINISH TAG CEILING HEIGHT || FLOORING — SOUARE EET PROSBET SCOPE : x 18. DATA, TELECOMMUNICATIONS AND OTHER LOW VOLTAGE SYSTEMS BY OWNER. | WO REFRESH/MODIFICATION OF RESTROOM WALLS, FLOOR CENMNG FINISHES AND NEW CONTRACTOR SHALL COORDINATE WITH OWNER'S VENDOR AS REQUIRED. EQUIP EQUIPMENT SHT = SHEET MP syTURES 19, FOR THE PORTION OF THE PROJECT PERFORMED BY THE CONTRACTOR ON A THE DESIGN BUILD DEFERRED SUBMITTALS FOR THIS PROJECT ARE AS FOLLOWS: So se Se LRIs Shee! Mel W@W \ . REPLACE REFRIGERATED CASES IN THE MEATISEAFOOD DEPARTMENMRM/ITH NEW ‘DESIGN-BUILD' BASIS, THE CONTRACTOR (NOT THE ARCHITECT) IS SOLELY 1. FIRE PROTECTION IF MODIFICATIONS ARE NECESSARY (BY CONTRACTOR) 0'-0" 00-00" [XXX tty S ECnIC ee aaa SN SORE JOINT «REPLACE DAIRY COOLER WALLS AND DOORS WITH NEW = RESPONSIBLE FOR THE DESIGN AND SUBMISSION FOR THE PERMIT OF SUCH PER NEPA STANDARDS AND LOCAL JURISDICTION FIRE DEPARTMENT DEVELOPMENT STANDARDS ~ see a ee el eres eee ee SPOT ELEVATION FINISH HEIGHT & TYPE i See STRUCTURE = eae cewhR ¢ REPLACE AND RELOCATE EMERGENCY GENERATOR “x20. NO STORAGE OR USE OF FLAMMABLE OR COMBUSTIBLE LIQUIDS, CUTTING OR EXT EXTERIOR SST STAINL Pree e REPLACE COOKING EQUIPMENT IN DELI WITH NEW 2 fe poRtRY HEATING ORDaviNG Hall BE Co ND OH OF FLAMMABLE GAS FOR peri Telnet ee ST ——_STONMIRSONRY OR TILE MOOT ERS CINSOPITIN MEISE Arowe erases Ne Meeac:OUT FIRST HAVING OBTAINED A SPECIFIO PERMIT FROMTHE FIRE 1.0. i one SID SigpenkD N, DEPARTM@RMeEOR THESE HAZARDOUS ACTIVITIES. THIS INCLUDES DEMOLITION seo, 0" ON ee ett EL LEGAL DESCRIPTION: \S.[ WORK. CONTAGIRNRIE FIRE DEPARTMENT FOR PERMIT INFORMATION AND FE FIRE EXTINGUISHER STOR STORAGE EISENBEIS ADDITION BLOCK C, TAX |, RECORDED IN VOL. 2 OF PLATS, PAGE 24, Y APPLICATION. START POINT TOP OF MARK EY OeEeotLoOg gee SuspenpeD RECORDS OF JEFFERSON COUNTY AUDITOR. aé Kt. REVISE/EXTEND THE AUTOMMALIC SPRINKLER SYSTEM AS NECESSARY TO PROVIDE ( ere FLUPNITURE. FOGUIREE ja VDIMETRICAL COMPLETE AND CONTINUOUSMR@IECTION. THE SPRINKLER SYSTEM SHALL PROVIDE B , SEGUE ave SyaTEy S.W. 1/4 SECTION 10, TOWNSHIP 30 NORTH, RANGE 1 WEST ORDINARY HAZARD, GROUP 2, PROFRIGZION IN ALL RETAIL AND STORAGE AREAS - aWeH . aap TREAD INCLUDING FREEZERS AND COOLERS. CORNBACT THE FIRE DEPARTMENT FOR EXTENT OF - R FLOOR P TOP AND BOTTOM SPECIFIC REQUIREMENTS AND SUBMITTAL PRO@BDURES. WORK co EROE OF tee) ronclies cpacie 22. CONTACT THE BUILDING DEPARTMENT FOR SPECIAIINSPECTION REQUIREMENTS coe. FACE OF GUO ETE “3 «One GETESMNED AND PROCEDURES. GENERAL CONTRACTOR TO COORDINATE WITH KROGER EXTENT OF WORK DATUM INDICATOR FOF FACE OF ‘INISH TEL TELEPHONE SDE nemo - PROJECT MANAGER AND SPECIAL INSPECTIONS COMPANY. . PROJECT NORTH - FOIC = FURNISHED BY OWNER TEMP TEMPORARY CONSTRUCTION TYPE: VB - FULLY SPRINKLERED N STALLED BY CONTRACTOR TER TERRAZZO ‘ Nee Men ICE Its (1) FOIO FURNISHED BY OWNER TO TOP OF OCCUPANCY: M - MERCANTILE S | T E Pp LA N TRUE NORTH EXISTING “INSTALLED BY OWNER TOC TOP OF CONCRETE CRID wOS FACE OF STUD TOJ TOP OF JOIST VRP —_—FIBER REINFORCED PLASTIC TOM TOP OF MASONRY a ee { NORTH ARROW GRIDLINE BUBBLE J FRT FIRE RETARDANT TREATED TOP TOP OF PARAPET J \ Fs FLOOR SINK TOS TOPOFSTEEL/ STUD TTT TTT NON - RATED J \Ft FOOTIFEET TOW TOP OF WALL = = {HOUR - RATED j FTG FOOTING TYP TYPICAL | HL LELLLLLL | STS ESTES SHOUR-RATED ra FURN FURNISHED UL UNDERWRITER'S LABORATORIES ) TITTTTTITT | 3HOUR . RATED A FURR FURRING UNO UNLESS NOTED OTHERWISE | y FWP _—- FABRIC WRAP WALL PANEL UTL UTILITY PARTITION FIRE RATINGS EXIT SIGN A GA GAUGE VAR VARNISH Lo LLL ELL LLL | ~~ . GALV GALVANIZED VB VINYL BASE TTT TH — y GB GRAB BAR VCT VINYLCOMPOSITION TILE : Mi AT - R | ALS , GC GENERAL CONTRACTOR VERT VERTICAL Vi C | N | TY M AP | p GI GALVANIZED IRON VEST VESTIBULE HL EEELLLELL LLL = » : GL GLASS VIF VERIFY IN FIELD | TTT GWB GYPSUM WALLBOARD VP VENEER PLASTER toy e::/ = gy OUSTICAL TILE GYP GYPSUM \T VINYL TILE Je = ae HB HOSE BIBB VIF VINYL TILE FLOORING t| PORT TOWNSEND HEEL LEE | HC HOLLOW CORE wi WITH L TTT TTT — | | 4 BATT INSULATION HDWR ~=HARDWARE W/O WITHOUT / HH _ HG HARDWARE GROUP WB WOOD BASE Ga Th = F | CMU OR BRICK HM HOLLOW METAL WC WATER CLOSET, WALL COVERING tio HELELLLL LEE LL Ul = | wy HORIZ HORIZONTAL WD WwooD a Thi = Ez =!) COMERETE HP HIGH POINT WDC WOOD CEILING 46.7 e> = _ EARTH HT HEIGHT WDP WOOD PANELING I |g HTR _ HEATER WF WOOD FLOORING | LLL) my) FINISHED WOOD HVAC HEATING, VENTILATION WIN WINDOW al | | | | | | | | | | | | | a | ne = | & AIR CONDITIONING WOM WALK OF MAT OR CARPET = GRAVEL IBC INTERNATIONAL BUILDING CODE WP WATERPROOF, OR WORK POINT ging WAY | Wy = — ID INSIDE DIAMETER WR WATER RESISTANT L LLL ELE = | GYPSUM BOARD IE INVERT ELEVATION WRB WEATHER RESISTANT BARRIER + iT MITTIN IT = | — IN INCH ws WEATHERSTRIP PROJECT SITE = | PLYWOOD ) | Le INSUL INSULATION WSCT WAINSCOT - A} oe = | INT INTERIOR WT WEIGHT AAARRRReenne LI | = alieineneuion JAN JANITOR WWF WELDED WIRE FABRIC L_ TTITITIMTTTT a = ~_| SOUND INSULATION JT JOINT YD YARD 1 | L LENGTH, LONG - = : STEEL LAM LAMINATE LLL // = —— LB POUND geht _ =a WOOD BLOCKING LE LINEAR FEET SR 20/sIs a = : oe LIQ LIQUID ) |__| WOOD MEMBER LMC LINEAR METAL CEILING FC LP LOW POINT ; LT LIGHT NOT TO SCALE Quality Food Centers NOT TO SCALE aN 11 ‘ehhhd = FILE COP) QFc Quality Food Centers 515 SHERIDAN ST PORT TOWNSEND, WA 98368 QUALITY FOOD CENTERS 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 206.662.9740 206.622.3832 FAX 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 t 425.463.2000 | f 425.463.2002 | entrant PERMIT SET CITY OF PORT TOWNSEND DSD RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. Z\| DATE | DESCRIPTION 41.01.10/ PERMIT SET 07-0281-02 PM: JIM BABINE DRAWN: CE COVER SHEET 10 DEMOLITION GENERAL NOTES COMPRESSOR | H ROOM =} 7 () '7P ROOM . - | eo K) — Noe ROOM aa | 8 _ Z\ _ ie _ _ | _ _ _ = MACHINE UU | PRODUCE \ | | — COOLER 7 tl FREEZER RECEIVING | 7) 7 | = ~ LA . - | | | | c | PRODUCE 7 | PREP 6 7 a F.M. ROOM Ls | ] | YS - | 6 _ 5 ne _ Y M Y Ec PRODUCE | A. | THESE DRAWINGS INDICATE A GENERAL DEMOLITION SCOPE OF WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN AND REQUIRED BY THE CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO STRUCTURAL, PLUMBING, ~ REFRIGERATION, ELECTRICAL AND HVAC. B. EXISTING CONDITIONS MUST BE VERIFIED IN THE FIELD PRIOR TO ANY DEMOLITION WORK. C. | REFER TO FLOOR PLAN FOR ADDITIONAL DIMENSIONS. D. | SCHEDULE AND PERFORM THE WORK SO THAT NO DAMAGE TO TENANT SPACES OUTSIDE THE AREAS OF WORK SHALL OCCUR. —E. VERIFY THAT ALL PARTITIONS TO BE REMOVED ARE NON-LOAD BEARING PRIOR TO REMOVAL AND NOTIFY ARCHITECT IF CONDITIONS ARE NOT AS INDICATED. F. PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. G. ITEMS IDENTIFIED AS SALVAGED OR RELOCATED SHALL BE RETAINED AND SECURED ON SITE FOR SUBSEQUENT USE. CLEAN AND REPAIR AS REQUIRED. H. | WHERE GENERAL CONTRACTOR HAS DEMOLISHED PLUMBING, MECHANICAL OR ELECTRICAL ITEMS, LINES, CONDUITS, PIPES, FIXTURES, ETC., PLUG AND CAP PIPES, CONDUITS, LINES, ETC. BELOW FLOOR, BEHIND FACE OF WALL OR ABOVE CEILING AS NECESSARY TO CONCEAL ABANDONED ITEMS. PATCH AND REPAIR FLOOR, CEILING AND/OR WALLS AS NECESSARY. EXISTING FLOOR FINISHES IN AREAS MODIFIED ARE TO BE REMOVED DOWN TO SUBSTRATE, SEALED, AND PREPARED TO RECEIVE NEW FINISHES. PATCH OR LEVEL ALL UNEVEN AREAS FOR CLEAN, SOUND BASE. SEE INTERIOR SHEETS FOR FLOOR FINISH. J. REMOVE EXISTING WALL FINISHES AS NEEDED AND PREPARE WALL SUBSTRATES TO RECEIVE FINAL FINISHES. VERIFY WITH KROGER PROJECT MANAGER. K. | PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING WALLS, FLOORS, CEILINGS, FIXTURES, EQUIPMENT, ETC., THAT ARE TO REMAIN. L. | PATCH AND REPAIR ANY DAMAGED PORTIONS OF THE BUILDING AND MATCH NEW TO EXISTING ADJACENT SURFACES. VERIFY W/ KROGER PROJECT MANAGER. M. GENERAL CONTRACTOR TO DEMOLISH FIXTURES AND REFRIGERATION EQUIPMENT AS INDICATED ON THE PLANS. N. REMOVE ALL EXISTING DECOR ELEMENTS AS NEEDED. AT LOCATIONS WHERE REMOVAL DAMAGES (E) SUBSTRATE OR STRUCTURE TO REMAIN, PATCH, REPAIR AND PREP FOR NEW DECOR TREATMENT. VERIFY WITH KROGER PROJECT MANAGER. O. COLUMN WRAPS TO BE REPLACED AS NEEDED. EXISTING WRAPS TO REMAIN. COORDINATE WITH KROGER PROJECT MANAGER. P. DEMO EXISTING CASES AND GONDOLAS PER DEMOLITION AND FIXTURE PLAN. Q. SEE A5.1 FOR CONSTRUCTION BARRIER DETAILS. Quality Food Centers 515 SHERIDAN ST PORT TOWNSEND, WA 98368 QUALITY FOOD CENTERS 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 206.662.9740 206.622.3832 FAX 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 KEYNOTES [4 AND COORDINATE WITH KROGER PROJECT MANAGER. DEMO AND CAP UTILITIES IN EXISTING LOCATION AFTER FIXTURES ARE RELOCATED. COORDINATE WITH KROGER PROJECT MANAGER. 3 | REMOVE NECESSARY PORTIONS OF EXISTING WALL TO MATCH NEW FIXTURE LAYOUT. = REMOVE EXISTING DOOR ie ] [I ] REMOVE EXISTING COOLER WALL AND ASSOCIATED EQUIPMENT REMOVE RESTROOM SINK/WATER CLOSET/URINAL. COORDINATE WITH KROGER PROJECT MANAGER FOR SEQUENCING. [> | NO DEMOLITION WORK IN THIS AREA [2 ] [= | EXISTING TRANSFORMER TO REMAIN REMOVE EXISTING GENERATOR. COORDINATE WITH KROGER PROJECT MANAGER FOR SEQUENCING. [= | REMOVE EXISTING RESTROOM DOOR AND WALL TO ALLOW FOR DOOR CLEARANCES. REINSTALL PER FLOOR PLAN =< oO REMOVE EXISTING SITE FILL FOR CONCRETE PAD AND BOLLARDS - SEE FLOOR PLANS FOR LOCATION = = 12) REMOVE FINISH, GWB AND INSULATION FROM INTERIOR OF RESTROOM WALLS AND CEILING SYMBOLS RELOCATE EXISTING FIXTURES PER FIXTURE PLAN. CONTRACTOR TO VERIFY REQUIREMENTS EXISTING FIXTURES/CASES/EQUIP TO BE REMOVED PER FIXTURE PLAN, SEE GENERAL NOTES. 2 D \ DELI COOLER \ 7p 3 _ dt | _ _ \ _ me | |__| . A \ | MEAT V/ | | C | \Waase = © ie tae | [| Sl | Fj >I | _ 2 — {ies pe | = — aa —_ | a LN CUSTOMER A eo A Z| DELIPREP \ | | FLORAL eee oe F a ¢ FH Sores | SHOP el OP 1 = a, . >t ioe a = | — CHECKSTANDS — EXISTING BUILDING SHELL WALL TO REMAIN EXISTING INTERIOR WALL/ SOFFIT/ DOOR TO. REMAIN == ——— _ EXISTING WALL/ SOFFIT/ DOOR TO BE REMOVED EXISTING FIXTURE TO REMAIN EXISTING FIXTURE TO BE REMOVED - REFER TO KEYNOTE Y YY EXISTING FIXTURE TO BE RELOCATED - REFER TO KEYNOTE LSA. Z Y ltl u&ézZi > DEMOLITION FLOOR PLAN SCALE: 1/8" = 1'-0" PL O T T E D BY : CA N D I C E ER I C K S O N — DA T E / T I M E : 11 / 1 / 2 0 1 0 3: 3 8 PM FI L E : H: \ R E T A I L CO N C E P T S \ Q F C \ 0 7 \ 0 7 - 0 2 8 1 - 0 2 - PO R T TO W N S E N D #1 0 6 \ 0 7 _ C A D \ 7 0 3 _ C O N S T D O C S \ 0 7 0 2 8 1 0 2 AD 1 . D W G t 425.463.2000 | f 425.463.2002 | MulvannyG2.com I PERMIT SET 0 4 8 16" 1/8" = 1'-0" RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. bn DATE | DESCRIPTION 11.01.10) PERMIT SET 07-0281-02 PM: JIM BABINE DRAWN: CE DEMO FLOOR PLAN AD1 G F E D © = Q 5 <x N . Pe) N- (a) ~~ —_—— 2 (ep) ioe oO Q ke wn) z [e) 0, oO (oe) D- QO c¢ bea s 2 oOo + Q z Lu iép) za S oO e fag (@) ao N 9 ~ _ N go. NM 2 MR =) oO LL ej (dp) Qa Lu oO Zz [@) O a < 8B Lu as an uw = ics = oa foe) Loe) oo fo) (a; 2g. ie = nad Wu ke <t (a) za (e) (Jp) x 2) ing Lu nae oO A Q z <t © > 0 Q Lu ke re) — oO 10 DEMOLITION GENERAL NOTES A. Q. THESE DRAWINGS INDICATE A GENERAL DEMOLITION SCOPE OF WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN AND REQUIRED BY THE CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO STRUCTURAL, PLUMBING, REFRIGERATION, ELECTRICAL AND HVAC. EXISTING CONDITIONS MUST BE VERIFIED IN THE FIELD PRIOR TO ANY DEMOLITION WORK. REFER TO FLOOR PLAN FOR ADDITIONAL DIMENSIONS. SCHEDULE AND PERFORM THE WORK SO THAT NO DAMAGE TO TENANT SPACES OUTSIDE THE AREAS OF WORK SHALL OCCUR. VERIFY THAT ALL PARTITIONS TO BE REMOVED ARE NON-LOAD BEARING PRIOR TO REMOVAL AND NOTIFY ARCHITECT IF CONDITIONS ARE NOT AS INDICATED. PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. ITEMS IDENTIFIED AS SALVAGED OR RELOCATED SHALL BE RETAINED AND SECURED ON SITE FOR SUBSEQUENT USE. CLEAN AND REPAIR AS REQUIRED. WHERE GENERAL CONTRACTOR HAS DEMOLISHED PLUMBING, MECHANICAL OR ELECTRICAL ITEMS, LINES, CONDUITS, PIPES, FIXTURES, ETC., PLUG AND CAP PIPES, CONDUITS, LINES, ETC. BELOW FLOOR, BEHIND FACE OF WALL OR ABOVE CEILING AS NECESSARY TO CONCEAL ABANDONED ITEMS. PATCH AND REPAIR FLOOR, CEILING AND/OR WALLS AS NECESSARY. EXISTING FLOOR FINISHES IN AREAS MODIFIED ARE TO BE REMOVED DOWN TO SUBSTRATE, SEALED, AND PREPARED TO RECEIVE NEW FINISHES. PATCH OR LEVEL ALL UNEVEN AREAS FOR CLEAN, SOUND BASE. SEE INTERIOR SHEETS FOR FLOOR FINISH. REMOVE EXISTING WALL FINISHES AS NEEDED AND PREPARE WALL SUBSTRATES TO RECEIVE FINAL FINISHES. VERIFY WITH KROGER PROJECT MANAGER. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING WALLS, FLOORS, CEILINGS, FIXTURES, EQUIPMENT, ETC., THAT ARE TO REMAIN. PATCH AND REPAIR ANY DAMAGED PORTIONS OF THE BUILDING AND MATCH NEW TO EXISTING ADJACENT SURFACES. VERIFY W/ KROGER PROJECT MANAGER. GENERAL CONTRACTOR TO DEMOLISH FIXTURES AND REFRIGERATION EQUIPMENT AS INDICATED ON THE PLANS. REMOVE ALL EXISTING DECOR ELEMENTS AS NEEDED. AT LOCATIONS WHERE REMOVAL DAMAGES (E) SUBSTRATE OR STRUCTURE TO REMAIN, PATCH, REPAIR AND PREP FOR NEW DECOR TREATMENT. VERIFY WITH KROGER PROJECT MANAGER. COLUMN WRAPS TO BE REPLACED AS NEEDED. EXISTING WRAPS TO REMAIN. COORDINATE WITH KROGER PROJECT MANAGER. DEMO EXISTING CASES AND GONDOLAS PER DEMOLITION AND FIXTURE PLAN. SEE A5.1 FOR CONSTRUCTION BARRIER DETAILS. 11 Te AAR. ‘phi — FILE GOP Quality Food Centers 515 SHERIDAN ST PORT TOWNSEND, WA 98368 QUALITY FOOD CENTERS 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 206.662.9740 206.622.3832 FAX 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 KEYNOTES REMOVE CEILING GRID TILES IN THIS AREA [3 [4 REMOVE EXISTING DAIRY COOLER LIGHTS - NOT SHOWN. VIF. REMOVE EXISTING LIGHTS. REMOVE EXISTING FASCIA/SOFFIT. REMOVE EXISTING GWB AT CEILING REMOVE EXISTING LIGHT TROUGH, LIGHT FIXTURE AND SIGNAGE TO BE REINSTALLED - SEE RCP AND COORDINATE WITH KROGER PROJECT MANAGER STORE [7 REMOVE AND REPLACE ANY DAMAGED OR STAINED CEILING TILES - THROUGHOUT ENTIRE [2 | REMOVE AND REPLACE EXHAUST FAN - F.0.1.C. SYMBOLS EXISTING BUILDING SHELL WALL TO REMAIN EXISTING INTERIOR WALL/ SOFFIT/ DOOR TO REMAIN EXISTING WALL / SOFFIT/ DOOR TO BE REMOVED EXISTING CEILING TILE TO BE REMOVED LIGHTING LEGEND NEW LIGHT FIXTURE WITH MODEL NUMBER EXISTING LIGHT FIXTURE EXISTING LIGHT FIXTURE TO BE REMOVED RELOCATED LIGHT FIXTURE 4 7 8 __ __ { _ _ __ RECEIVING ROOM | ~ MACHINE | 7 — 7 7 — 7 | 7 ROOM | | PRODUCE COOLER FREEZER RECEIVING | _ _ _ _ _ _ _ _ _ PRODUCE a PREP F.M. ROOM DAIRY COOLER | | MEAT COOLER | DAIRY | Xx P| EX Ex Ex + Ex Ex = Ex —t+—___ | EX VA Va = Ex — ! —— = = i = , | AO | p—— | EX _ ex + EX EX EX Ex >| Ex + Ex Ex mr 7 | | E ——— —« Ex ————— Ex EE —_ |e Ex 2 : a MEAT 7 PREP [i —— — — ——— — as Se — 3 \ : . \E 7 UR ER | DELI COOLER Ex —- En —_——— Ex 4 Ee ——— —————— —- —_—— ———— —_ x ay I | | L - Eo eS ES EC EC po ___| Ex ES Eo EC a NX X X mn I X X + a | | he é Eo ee ECS Ex Ex so ES Eo Ex a xX x 4 | | x — BAKERY’ LL Ex ES Ex Ex EC EX ES Eo EX — a x | = 4 = — — — — = _ = _ — | = — i AL) F I [AL si [AL [AL [AL 1 [A hi [AL i Al P A 4 ; SUSTOMER | SERVICE / l l | | i _ c __ i V\ FZ y l L | [Ee ad Lod [Ce Lad Lo Ld Lad Lo F \| IX —— €HECKSTANDS | | x ‘~-—~ | 1 it im = N | | 6x x ae : x he ee: x= : = i EI I oO oO oO Oo O | oO oO oO 8) — DEMOLITION REFLECTED CEILING PLAN 1/8" = 1'-0" t 425.463.2000 | f 425.463.2002 | MulvannyG2.com I PERMIT SET 0 4 8 16' 1/8" = 1'-0" RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. Z\| DATE |DESCRIPTION 11.01.10); PERMIT SET 07-0281-02 PM: JIM BABINE DRAWN: CE DEMO REFLECTED CEILING PLAN AD1.1 CA D \ 7 0 3 _ CO N S T D O C S \ 0 7 0 2 8 1 02 A1 . 1 . D W G PL O T T E D BY : CA N D I C E ER I C K S O N DA T E / T I M E : 11 / 1 / 2 0 1 0 3: 3 8 PM FI L E : H\ R E T A I L CO N C E P T S \ Q F C \ 0 7 \ 0 7 - 0 2 8 1 - 0 2 - PO R T TO W N S E N D #1 0 6 \ 0 7 oO | > 2 | 4 | 6 | 7 8 9 10 | 11 | | | @)— =— = (— - : COR PAN GENERA NOTE py LE COP | CO) A. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH by EXISTING SURFACES. UNLESS OTHERWISE INDICATED. COMPRESSOR B. FORDOOR TYPES AND SCHEDULE SEE A6.1. : EXISTING | ROOM C. WHERE DOORS HAVE BEEN INDICATED IN THE CORNER OF A ROOM EXISTING = BREAK BUT HAVE NOT BEEN LOCATED WITH A DIMENSION, LOCATE AS OFrIGE ROOM \ | CLOSE AS PRACTICAL TO THE ADJACENT WALL. ALLOW FOR FULL Quality Food Centers ( () TRIM. (7) _ _ _ _ L Q = =e = D. WALL CONSTRUCTION AND FINISHES ADJACENT TO DOORS AND ) STOREFRONT CONTINUE OVER TOP OF DOOR AND/OR STOREFRONT UNLESS NOTED OR DETAILED OTHERWISE. G _ _ _ _ | _ _ E. PROVIDE SST HEAD AND JAMBS AT ALL IMPACT DOORS THAT ARE 515 SHERIDAN ST VISIBLE TO THE SALES FLOOR. COORDINATE WITH KROGER PORT TOWNSEND, WA 98368 (D) (E) PROJECT MANAGER. i F. COORDINATE CURB AND COOLER DOOR LOCATIONS W/COOLER BOX ax kK) MANUFACTURER AND KROGER PROJECT MANAGER. G. WHERE CURBS ABUTT SEALED CONCRETE FLOORS, SEAL FACE AND TOP OF CURB. QUALITY FOOD 7-8" gory TYP. H. PROVIDE BASE ON FIXTURES AND COLUMN FURRING AS REQUIRED r NB 4-0" EG, “EQ. 4-0"| EO COORDINATE WITH INTERIOR DRAWINGS AND KROGER PROJECT CENTERS (9)}—— - —- —— - —— -—— 4 a a a Se ee ee ee es | | _ o-\ © @ © 6 = EXISTING iF BUILD OR INSTALL ALL FURNITURE, FIXTURES, CASES, AND 3663 1ST AVENUE SOUTH OA XS 4 MEN'S ROOM ELECTRICAL, REFRIGERATION, AND PLUMBING REQUIREMENTS. 206.662.9740 S| PT. il = RESTROOM J. FOR FINISHES SEE OWNER PROVIDED INTERIOR DRAWINGS, 206.622.3832 FAX | AGE Berra cal: . | u | | ARCHITECTURAL PLANS AND FINISH SCHEDULE. = \ a ee ee eee Al K. ALL ELECTRICAL, REFRIGERATION, AND/OR OTHER DROPS Z / \ ce / HF os ¢ TIT. EXISTING _ Z an | Z _ 2 pe _ _ 7 _ _ THROUGHOUT THE SALES FLOOR ARE TO BE PAINTED. REFERENCE _ = - lla ou r MACHINE INTERIOR DRAWINGS FOR COLORS. FURR WITH PAINTABLE MDF L- Hey a Ol ; ROOM | FROM TOP OF CASE TO RETURN AT STRUCTURE ABOVE. VERIFY EXISTING | (_ yy | | WITH KROGER PROJECT MANAGER. PRODUCE EXISTING I ola (mM L. FLORAL COOLER BOX AND MISCELLANEOUS FIXTURE CROWN COOLER CY EXISTING FREEZER Nl =—s 1 / Aad RECEIVING MOULDING OFCI, COORDINATE WITH KROGER PROJECT MANAGER K ) CG ; M. AT ALL SERVICE AREAS PROVIDE FULL HEIGHT CORNER GUARDS. | | 1} <= I , | LE | N. PROVIDE WAINSCOT AND BASE AT ALL WALLS ON SALES FLOOR va ol Wz EXPOSED TO PUBLIC THAT ARE NOT COVERED BY FIXTURES, OR 1110 112TH AVE. NE | SUITE 500 a ——_—— t= <— = = = = Sa SS a es ay — EQUIPMENT (SEE INTERIOR DRAWINGS FOR MATERIAL HEIGHT) BELLEVUE, WA | 98004 (7 WOMEN'S 4 } \ O. INSTALL SOAP DISPENSERS 3" ABOVE BACKSPLASH AT ALL SINKS, {426.468.2000 | 1425.463.2002 | I RESTROOM “TTT aa os i UNLESS NOTED OTHERWISE. EXISTING | | I P. INSTALL DECOR PER INTERIOR DRAWINGS AND COORDINATE PRODUCE | I INSTALLATION WITH DECOR INSTALLER AND KROGER PROJECT MulvannyG2.com PREP EXISTING | MANAGER (SEE OWNER REFERENCE DRAWINGS INTERIOR ee) PACKAGE). F.M.R __ i, aia DAIRY . pe e=ae — dL. Q. PROVIDE AND INSTALL 'CASE MOUNTED! CASE CORNER GUARDS | | |h ' COOLER | LLL | EWSTING \ COORDINATE QUANTITY AND LOCATION WITH KROGER PROJECT PERMIT SET x i ] 4 i i COBLER R. CONTRACTOR TO PROVIDE A COMPLETE CLOSE OFF OF ALL CASES a I AT THE BASE, SIDES, CASE TO CASE, AND CASE TO WALL. THERE § }—— - — -——— f <a ee a ee a is * — — — - ~ “| — — | SHALL BE NO OPENINGS FOR DEBRIS TO ACCUMULATE. a PO nT en | | I | S. ALL SURFACES IN PREP AREAS, INCLUDING CEILING ARE TO BE | I | i SMOOTH, EASILY WASHABLE, DURABLE, AND NON-ABSORBENT. ax a] EXISTING T. _INAREAS WHERE THERE ARE EXPOSED UTILITIES IN THE PREP | DAIRY AREAS, INSTALL METAL SHILED BENEATH TO PREVENT LEAKING | \ Aad) | | | | | | INTO PREP AND FOOD STORAGE AREAS. , EXISTING U. FOR WALL TYPES SEE ENLARGED PLANS AND WALL TYPE SHEET | stop = V. FOR CONTROL JOINT AT NEW CONCRETE SEE SPECIFICATION i EXISTING | Vv KEYNOTES PRODUCE | | | | | | ill I ; I I [1] NEW CONCRETE PAD FOR EQUIPMENT - SEE ELECTRICAL DRAWINGS (8 )}-— - —]} —- - —--——+ rs a — Ss YO — | —- ————_ — SS — — _ — 1 _ | a = | : I | | : I | 2 | REPLACE DAIRY COOLER WALLS AND DOOR. REUSE EXISTING CURBS. | | | | | | | I | | I " 3 EXISTING TRANSFORMER TO REMAIN | | | I | 4] NEW BOLLARD TYP. OF (4) - SEE DETAIL B9/A1.1 | | | | | | | | | | | I | NEW PROPANE TANK - 150 GAL CAPACITY Vow MEPA TS | | EXISTING ; , A . | | ! | GROCERY | | 1 | [6 | NEW GENERATOR eq Manu Spcctture / NEA 34 ( I N __ 7 I _ (4) = ==> = + a -———— = = = = = Se SS ee a - - -=—=4— = = el = L_ — — — | SYMBOLS MEAT ; ; | | ; | PREP I EXISTING BUILDING SHELL WALL TO REMAIN I | I | | | | | | | | I I | { EXISTING INTERIOR WALL/ SOFFIT/ DOOR TO REMAIN EXISTING | | | : | N I DELI | ; | , NEW WALL/ DOOR I COOLER | , ) i | | | | | | I 0 4' 3" 16 (nN ! . ! —_——_—_— a! | : 3 Veer | Nae & — I | I h \/ | | | | | | | | al J! I i 3 _ VP 2S Se Se ee _ — _ _ _ _ _ _ _ —— __t _ _ _ _ _ _ | —— _ 4 | | I I J EXISTING | : | I _ DELI i 2 és 6" DIA. STEEL PIPE BOLLARD, | | | | | | | \ | I MIN...) | CONCRETE FILLED, ROUND I ; 7 TOP, PAINT "CAUTION | I I YELLOW". FILL WITH RUSSELL H. HAZZARD, ARCHITECT | MEAT CONCRETE. | | ETE A ee 4) | | | ; | I ||| = _— FINISH GRADE | iam! iz | = ——— ——— EXISTING i & Tt WE BAKERY I ° — - , I <a a | | | | , | Il} | = (2) - + ~ L- ~ t- - -- - - a - - Se — - EXISTING — - - == = ~ — peo to 7), CONCRETE EXISTING Va CUSTOMER I S DEL ARE? SERVICE I | | | | | *, a _! ——— ripe repeboncen gti sant this document may be se a oe EXISTING permission In writing trom Mul custng | FLORAL 39 BOLLARD DETAIL Tr DATE DESCRIPTION | SHOP 11.01.10] PERMIT SET | CHECKSTANDS | SCALE: 1/2" = 1'-0" | GENERATOR OR J | | | | PROPANE TANK | — #4 REBAR @ 24" 0.C. 1'-0" an EACH DIRECTION 1) a aN ———— il I = =] ——— | | : ra ZA J = 4 A < =a De eo (2) #4 REBAR =. \e2 (ea aw, Aw, a a 4 a === iIN , O Oo | | D Oo Oo | Oo E o O O O O | VPA 2 at, : | é oy | TT oS S | ne Ne z 07-0281-02 i, =| = ae PM: JIM BABINE A) 8) ©) ° F) S o cs Ty 2 BRAWN Ge TES TTT et ea FLOOR PLAN SIZE DOOR FRAME ASSEMBLY ROOM DETAIL SCALE: 1/8" = 1'-0" , AQ — NO INT/EX) TYPE } Width Ht. THK MATL FINISH GLAZ MATL FINISH HEAD JAMB SILL HDWR_ |FIRE RATE REMARKS NO RM NAME SCALE: 1" = 1'-0 A1 1 4 1 INT MFR 5'-0" 7'-0" MFR MFR C9/A4.1 17 DIRECT BUY - KYSOR DAIRY COOLER " H G F E D oO = a ise] x LN la) oe) ~ Oo NM —_—— 2 ” Oo. [e) Q e ep) z oO o (oe) fo) Q <x 0, 5 S C 3 tb Q z Lu (ep) z = oO a _ ag oO om N 2 cO —-_ N 2 ~ i) ™ i) oO Ww Ss) ep) Ke oO uJ O z (e) O a =< 8B Lu ce x Lu — LL = oO fo) toe) [oe] oO ©. g. = Lad Lu KE << Q z O op) x Oo ag Lu a GO A Q z xt oO > .aa Q LL] \ oa Oo pa | oO MEN'S RESTROOM PRODUCE COOLER PRODUCE PREP FREEZER ifaw || C(E) 8-0" | CL7 | V.1LF. [_ \ F.M. ROOM WOMEN'S RESTROOM ~~ MACHINE ROOM ROOM RECEIVING || C [P-401) | DELI COOLER ie i] + i PRODUCE ie ars P| DAIRY M1L COOLER M1 RECEIVING | BOTTOM CHORD OF (E) Ss NL ae — ya —— JOIST V.L.F. SS —__unistRUT AT (E) JOIST ARMORED CABLE PAINTED TO MATCH STRUCTURE THREADED ROD SUPPORT UNISTRUT SUPPORT FOR TRACK TRACK FOR TRACK LIGHTING LIGHT FIXTURE PER RCP TRACK LIGHTING SUPPORT F6 SCALE: NOT TO SCALE 10 CEILING PLAN GENERAL NOTES TILE, TYP. Qm m DETAILS. WORK. O0 o1 DELI PREP ! VIF. | CL-7_) V.LF. DAIRY MEAT COOLER V.LE. Ye ae ee ae I CE) 6-10" | et I 7] (MATCH (EY EC-1 > — Certo" | W1 MEAT Pree MATCH EXISTING Ro on i co | ?) oo ] i? ) oo I Ceo [CLT \ VAL: ‘@ ) fo s ) I KEY NOTES A. FOR MATERIALS AND FINISH CALLOUTS, SEE A1.4 AND SPECIFICATIONS. B. FASCIAS DIMENSIONED TO FACE OF FINISH UNLESS NOTED OTHERWISE. C. FOR SUSPENDED ACOUSTICAL PANEL CEILING LATERAL BRACING SEE CEILING PLAN DETAILS D. AT 2'x4' CEILING GRIDS W/2' x 2' LIGHTS AND/OR GRILLES, ADD EXTRA 2’ T-BAR BETWEEN EDGE OF LIGHT OR GRILLE AND CEILING FOR FASCIA CONTROL JOINT SEE CEILING PLAN DETAILS. PROVIDE SOUND INSULATION OVER ALL RESTROOM CEILINGS CLEAN, PRIME AND PREPARE ALL DUCTS, PIPES AND CONDUIT EXPOSED TO THE SALES FLOOR FOR PAINT TO MATCH THE CEILING COLOR. SEAL ALL DUCT JOINTS PRIOR TO PAINTING. H. FORLIGHTING AND HVAC GRILLE LOCATIONS SEE ELECTRICAL AND MECHANICAL DRAWINGS IF PROVIDED. |. | FOR DESIGN-BUILD SCOPE, MECHANICAL CONTRACTOR SHALL RELOCATE HVAC GRILLES AS NECESSARY. J. CENTER 2' X 4' CEILING GRID IN ROOMS UNLESS NOTED OTHERWISE. K. ATTACH SUSPENDED CEILINGS, PIPES, CONDUIT, DUCTS, SPRINKLERS, LIGHTS, ETC. TO THE JOIST ABOVE. SEE CEILING PLAN L. EXTEND TOP OF WALL SHEATHING OF FASCIA/WALL TO STRUCTURE ABOVE AND FINISH WHERE EXPOSED TO PUBLIC. M. CLEAN, PRIME AND PREPARE DUCTS. PREPARE AND SEAL ALL JOINTS IN DUCTS PRIOR TO PAINTING DUCT WORK. PAINT ALL DUCT N. COORDINATE ACCESS PANEL LOCATIONS IN ALL GYP CEILINGS WITH MECHANICAL DRAWINGS. O. PROVIDE SEISMIC SEPARATION JOINTS FOR CEILINGS AS REQUIRED BY CODE. COORDINATE WITH MECHANICAL, ELECTRICAL AND STRUCTURAL IF PROVIDED. COORDINATE LOCATION WITH KROGER PROJECT MANAGER. FOR CEILING GRID DETAILS SEE C7, C9/A5.2.1 PROVIDE CONTROL FOR TRACK LIGHTING SEPARATE FROM GENERAL LIGHTING e] &) EI Is } lo } Le ! | [| 9 10) FASCIA NOT USED NOT USED NOT USED ALIGN NEW FASCIA/SOFFIT FINISH WITH EXISTING FINISH NEW RECESSED LIGHT FIXTURE TRACK LIGHTING. REFER TO F6/A1.3 FOR MOUNTING. VERIFY WITH KROGER PROJECT MANAGER. REMOVE AND REPLACE DAMAGED / STAINED CEILING TILES CENTER LIGHTS ON CASE BELOW. COORDINATE WITH KROGER PROJECT MANAGER MATCH AND ALIGN NEW FINISHES WITH EXISTING ADJACENT FINISH CENTER SALVAGED TROUGH, LIGHT TROUGH AND SIGNAGE ON NEW LEGEND HEIGHT TYPE | GYP. BD. CEILING EGG CRATE CVARIES [AC-401 C 6-10". | W1.. MATCH EXISTING CHECKSTANDS nue ~ “CUSTOMER al : J SERVICE i adie ; — 3 I MATCH EXIST | | © a oo a A —— 7 IC 6-10" | V V1 ING" a ms ee a ee ee e ae re en er e me ee ey C VARIES |AC-101) (VARIES [| W1_) C VARIES |IP-401) CVARIES | CL7_) C VARIES | EC-1) NEW 2'x4' ACT CEILING GRID EXISTING 2'x4' ACT CEILING GRID 2' X 4 WHITE T-BAR AND WHITE TILE 2' X 4 WHITE T-BAR AND WHITE TILE WASHABLE TILE 5/8" TYPE 'X' GYPSUM BOARD BY OTHERS EXISTING CEILING FINISH - VERIFY HEIGHT IN FIELD EGG CRATE Quality Food Centers 515 SHERIDAN ST PORT TOWNSEND, WA 98368 QUALITY FOOD CENTERS 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 206.662.9740 206.622.3832 FAX 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 t 425.463.2000 | f 425.463.2002 | MulvannyG2.com I PERMIT SET 0 4 8' 16" LIGHTING LEGEND NEW LIGHT FIXTURE WITH MODEL NUMBER EXISTING LIGHT FIXTURE EXISTING LIGHT FIXTURE TO BE REMOVED RELOCATED LIGHT FIXTURE 1/8" = 1'-0" RUSSELL H. HAZZARD, ARCHITECT | LH MATCH(E] EC-1) x VIF. — a oO A) REFLECTED CEILING PLAN / GENERAL LIGHTING SCALE: 1/8" = 1'-0" 0 oO O NI V W A Y OL pw wi o s v 4 (3 ) SHADED INDICATES EXISTING TO REMAIN - V.LF. NEW FRAMING TO ALIGN FINISHES WITH EXISTING GWB - SEE FASCIA DETAILS A5.1 FASCIA FRAMING AQ SCALE: NOT TO SCALE © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. Z\| DATE | DESCRIPTION 11.01.10}; PERMIT SET \ 07-0281-02 PM: JIM BABINE DRAWN: CE REFLECTED CEILING PLAN/GENERAL LIGHTING A1.3 (ct | L.. BUMPER RAIL - SEE ; ie ae eiiiliicnetiiceetiilianicnstiaticamticmsstiianetiien| t ; i — se a —_ Re a ee ee G5 _ DAIRY \ Aa a COOLER _ a SLOPE TO DRAIN \ \ \ <] BS on e “T A COOLER INTERIOR RESINOUS FLOORING i OVER EXISTING i =, CONCRETE FLOOR : => | AND CURB r r =— ) = =o — OTL ALAA ed i —V/IF - MATCH EXISTING COOLER'S FOOTPRINT _| Nw NN | COOLER BOX CURB a NEW COOLER WALL EXISTING CURB TO REMAIN WOOD BUMPER - SEE | PLAN FOR LOCATION / MASONRY ANCHOR - SCALE: 3" = 1'-0" ~ ) ING PLAN G Co (D) SET ON EXISTING CONCRETE CURB Go (F) | bE I I i I z | _ ENLARGED DAIRY COOLER | | F4 SCALE: 1/4" = 1'-0" PT-102 CL-fotS oo Daa cn ua 01400 10404 00 0004, TADSTA00 14414 0 01711 <a : TTT ee eT CTT 5g ATUL a (|Of tHCL- -=ilOoz AT UTNOANRATEGAHRAVSUTUGONUOTCTOQOHRA UT CUOOQHVI meen e=eakcom TTONONTVVTUOSNOTTV UUOSOHITTOGONTOVTTOSNTTV UI eta ad= QUAINT) | 2S fff |= » < AN NOTE: | tS 1. SEE A4.1.1 FOR FINISH SCHEDULE - WOOD WOOD WAINSCOT — WAINSCOT @ DELI E1 SCALE: 1/4" = 1'-0" E2 SCALE: 1/4" = 1'-0" -, SST TRANSITION NOTE: = FRP ABOVE 1. SEE E2/A4.1 FOR 6 wanscoT———_ ELEVATION 2, SEEA4.1.1 FOR - —-e ee FINISH SCHEDULE aE OKING Wa N (E) CERAMIC TILE | 4 < ONTILE BACKING aN} | XN -—FRAMING a VLE. Ose NS (E) COOLER WALL 7 D9) TILE/FRP TRANSITION = ————— RT ay, SCALE: 3" = 1'-0" oo COOLER BOX WALL re | 4 FINISHED FRAMED WALL - | SEE PLAN D | 5/8" GYP BD ATTACH TO FACE a 14 COOLER AND CONTINUE TO ! i STRUCTURE WITH BASE BELOW ay g - = STAINLESS STEEL CORNER 3 GUARD S STAINLESSSTEELCLOSURE- = Fy Ss 41/2" WHERE OCCURS a : Le A STAINLESS STEEL J MOLD 3 Sol AROUND OPENING SIZE AS A Lf 2" SHOWN BELOW: z 7 am J MOLD | : ag COOLER BOX JAMB 3) a pp 5 ° SCALE: 1" = 1'-0" = ! im 2 —N a N g ~ o . . 5 a EE 2 S a = 3 = Q = s) < 8B a = = : DELI a COOLER _ 2) , x = N Lead g as _ ay rd | 2 ENLARGED DELI COOLER ENLARGED MEATMEAEOOD REFLECTED CE & A1 SCALE: 1/4" = 1'-0" A3 SCALE: 1/4" = 1'-0" ny 5 a 8 9 10 | 11 EXTERIOR COOLER OR FREEZER PLAN LEGEND ‘ehhdy FILE COPY WALL. GENERAL NOTES GRAY URETHANE CAULKING SHEE GEUGOR MINGESIDE DE DOGA A. PROVIDE BASE ON COLUMN FURRING AS REQUIRED. COORDINATE ETHAFOAM BACKER ROPE ) \ J x » WITH INTERIOR DRAWINGS AND KROGER PROJECT MANAGER. LE 2, TIMBER B. INSTALL SOAP DISPENSERS 3" ABOVE BACKSPLASH AT ALL SINKS, FLAT STEEL WASHER. = = ze UNLESS NOTED OTHERWISE. — 9/8" @ HOLE. \ & C. FORFINISHES SEE INTERIOR DRAWINGS, ARCHITECTURAL PLANS Quality Food Centers 1/2" @ X 7" LONG BOLT (APPROX. 48" 9-0" J AND FINISH SCHEDULE. C.C.). MAXIMUM DISTANCE FROM EXTERIOR 7 ie D. PROVIDE AND INSTALL 'CASE MOUNTED" CASE CORNER GUARDS. TIMBER END IS 12". COOLER WALL PLAN VIEW SAUER ON COORDINATE QUANTITY AND LOCATION WITH KROGER PROJECT hoan MANAGER. x 6" PRESSURE TREATED YELLOW | IDE OF PINE TIMBER [LENGTH AS helene arsine SIDE BF dies SIDE OF PROVIDE WAINSCOT AND BASE AT ALL WALLS ON SALES FLOOR 515 SHERIDAN ST PORT TOWNSEND, WA 98368 EXPOSED TO PUBLIC THAT ARE NOT COVER BY FIXTURES OR REQUIRED), SEE ARCHITECTURAL PLANS FOR LOCATION. EQUIPMENT (SEE INTERIOR DRAWINGS FOR MATERIAL HEIGHT). \ U7 GRAY URETHANE CAULKING NOTE: G7 TIMBER REGARDLESS OF MINIMAL LENGTH. 2. THIS TYPE OF BUMPER RAIL (WOOD) IS NOT PERMITTED INSIDE COOLERS & PREP. AREAS, OR IN AREAS WHERE SANITARY WASH DOWN IS WOOD BUMPER RAIL eteauiren. FLOOR LINE. 1. THERE SHALL BE NOT LESS THAN TWO BOLTS PER F. CONTRACTOR TO PROVIDE A COMPLETE CLOSE OFF OF ALL CASES AT THE BASE, SIDES, CASE TO CASE, AND CASE TO WALL. THERE SHALL BE NO OPENINGS FOR DEBRIS TO ACCUMULATE. G. ALL SURFACES IN PREP AREAS, INCLUDING CEILING ARE TO BE SMOOTH, EASILY WASHABLE, DURABLE, AND NON-ABSORBENT. QUALITY FOOD H. INAREAS WHERE THERE ARE EXPOSED UTILITIES IN THE PREP CENTERS AREAS, INSTALL METAL SHIELD BENEATH TO PREVENT LEAKING INTO PREP AND FOOD STORAGE AREAS. 3663 1ST AVENUE SOUTH SCALE: 3" = 1'-0" |. PROVIDE FRP IN AREAS THAT ARE NOT VISIBLE TO THE SALES SEATTLE, WASHINGTON 98134 FLOOR AND BEHIND FIXTURES OR EQUIPMENT. 206.662.9740 J. PROVIDE STAINLESS STEEL AT EQUIPMENT PRODUCING EXCESSIVE 206.622.3832 FAX HEAT (i.e. OVENS, HOODS AND FRYERS) PROVIDE WALL TILE IN Lin | | —-r I REMAINING SERVICE AREAS AS INDICATED ON THE PLANS. VERIFY | | ONG. wa YY WITH KROGER PROJECT MANAGER. I | K. PROVIDE AND INSTALL SPLASH GUARD BETWEEN PREP SINKS AND | HAND SINKS AS REQUIRED PER HEALTH DEPARTMENT. | a L. COORDINATE ALL NEW PLUMBING/FLOOR PENETRATIONS WITH A i} EXISTING P.T. SLAB. MYA ININ IN YT 2 7] M. FIXTURES SHOWN ONLY FOR REFERENCE. REFER TO FIXTURE PLAN [lll | AND COORDINATE WITH KPM. “eh N. PAINT NEW AND EXISTING PLYWOOD SHEATHING IN BACK STORAGE 5) ~ ~ a a i : AREAS WITH EPOXY PAINT AS REQUIRED BY HEALTH DEPARTMENT. — 1110 112TH AVE. NE | SUITE 500 VX BELLEVUE, WA | 98004 ay, KEY NOTES t 425.463.2000 | f 425.463.2002 | \Z|| 1] ALIGN NEW WALL FINISHES WITH EXISTING fs) = mi u, IS | _ MulvannyG2.com | 2150 G ZN >] PATCH AND REPAIR VCT AND QUARRY TILE FLOORING AROUND NEW ee } $223 | <1] L<! PLACEMENT OF FIXTURES AND CASES } =D HN ZztéPrmn es | ry mE D< [3] REMOVE AND REPLACE DAMAGED / STAINED CEILING TILES PERMIT SET Ly rl IR /\ [4] INSERVICE AREAS, COORDINATE ALL WALL FINISHES WITH FIXTURE | f _\ PLAN. PROVIDE FRP IN AREAS THAT ARE NOT VISIBLE TO THE rey oe SALES FLOOR AND BEHIND FIXTURES OR EQUIPMENT. AG (Nel \ ast ca [5] NOTUSED | 58 PREP | [6] NOTUSED = co Ba | 7| ALIGN NEW FASCIA FINISH WITH EXISTING FINISH A5.1 SH TET _, 8] RESINOUS FLOOR FINISH. SEE SPECS. = 4 _ a WALL FINISH LEGEND - FOR FINISH DETAILS AND TRANSITIONS SEE AS.2.1 INE ems FULL HEIGHT STAINLESS STEEL - SEE SPECS . , O muimmime FRP- SEE SPECS ~~ a as, tmmmmmmar CERAMIC TILE - SEE SPECS | | #\\\= PLYWOOD - MATCH EXISTING ssn WAINSCOTTING WITH RUB RAIL - SEE SPECS = ! | eo DENOTES PLAN - | NONE oN ff CONFIGURATION \ A514 DENOTES SECTION @ | ACOUSTICAL INSULATION [- — 4 CONFIGURATION # |X| X BRACETO > se 5 STRUCTURE j= Se re = iF HARD LID CEILING {=| LAY-IN CEILING = : WHERE OCCURS |=] WHERE OCCURS = 5 Z : : 3 __ _| _ =e __ as __ _ = C= - | _- artis bX = = RUSSELL H. HAZZARD, ARCHITECT = = = | AT I] = | N / AS. DG KA RUSSELL 4, Miz, WAN “ : earn 7G SCALE: NTS | ra \ PART T | O N : N O N - RATE D Al rights roserved. No nan of this document may be \ i pariaslon In with fram MAWERRVG2 reece ~ A3 y nd I: 5/8" GWWB Z\| DATE |DESCRIPTION A51 Ad.1 A7 an 2 11.01.10] PERMIT SET A5.1 5 — ~ y : 4 5 y we pr : I — __|| . o. — Te METAL STUDS AT NEW q ‘a RK AF CONSTRUCTION —_—: INSULATION IF NOTED 03 \ NE AB | SS “5 \ TFT - ~ aA ZN 2 — - — — = — - = (2) Za N i N | / ea & L = | _ aiNg =) 07-0281-02 ; 11 3-5/8" METAL STUD PM: JIM BABINE i DRAWN: CE | 12 6" METAL STUD “ - SEE SPECICATION FOR GYP BD TYPE FOR SRE oeD rh J KY RESTROOMS AND WET AREAS DETAILS AND WALL ENLARGED MEAT/SEAFOOD WALL TYPES TYPES 8 SCALE: 1/4" = 1'-0" SCALE: NOT TO SCALE NA 4 PL O T T E D BY : CA N D I C E ER I C K S O N DA T E / T I M E : 11 / 1 / 2 0 1 0 3: 3 9 PM FI L E : H: \ R E T A I L CO N C E P T S \ Q F C \ 0 7 \ 0 7 - 0 2 8 1 - 0 2 - PO R T TO W N S E N D #1 0 6 \ 0 7 _ C A D \ 7 0 3 _ CO N S T D O C S \ 0 7 0 2 8 1 0 2 A4 . 1 . 1 . D W G | oO | > a Zz DI 4 = pee uu w EY 5 rail RY «cL a>— J lt.. is NF a me a Dy sas = 3 3 oe \enadt Ww = a a : va 2z<x z fe =) 2 Ml 3 Oz o|5 n oxo) +s < (EZ x S "< i —— oO TOILET ACCESSORIES LAVATORY URINALS WATER CLOSETS A. = 9" (M I N | 27 " MI N 1 29 " MI N 34 ax | 40 " MA X 17 " MA X oq B. MA X 7— ~ 1 7 " TO 19 " 1. ACCESSORIES - WHERE TOWEL, SANITARY NAPKIN, WASTE RECEPT- ACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE 6" MA PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES OF THE FLOOR. 2. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 C. INCHES FROM THE FLOOR. 3. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 7 TO 9 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. TOILET RM ACCESSORIES SCALE: N.T.S. F1 5" MINIMUM WATERPROOF MEMBRANE CREASED TO FORM ANGLE WITH FLOOR AND WALL, ee EXTEND EQUALLY UP WALL AND ACROSS FLOOR. Fy ADHERE TO WALL AND FLOOR SURFACES PER WALL a ee MANUFACTURER'S INSTALLATION INSTRUCTIONS. |: NOTE: ‘le ? \ WHEN RESTROOMS ARE ON 2nd FLOOR PROVIDE 4 INTERIOR WATERPROOF MEMBRANE ON ENTIRE FLOOR AREA, T : STUD PREVENT WATER LEAKAGE TO AREAS BELOW | i WALL \ v' FLOOR TILE | \ \ cH ¥ @ 4 ae Ns 6 ncrere tga 4 J FLOOR _ NOTES: 1. PROVIDE WATERPROOFING MEMBRANE OF POLYTHYLENE MATERIEL ON ALL INSIDE WALLS OF RESTROOMS, TO REDUCE WATER LEAKAGE FROM RESTROOM TO ADJACENT AREAS. SEE KROGER SPECIFICATIONS SECTION 09 30 00 THIN-SET TILING. 2. ONCE MEMBRANE HAS BEEN COMPLETELY BONDED -- SEAMS, CORNERS & CONNECTIONS -- THE FLOOR & WALL TILES MAY BE APPLIED. 3. OVERLAP WATERPROOFING MEMBRANE BEYOND PRE-FORMED CORNER, ADHERE TO WALL AND FLOOR SURFACES PER MANUFACTURER'S RECOMMENDATIONS. SEE NOTE No. 3 OUTSIDE PRE-FORMED CORNER INSIDE PRE-FORMED 2 |e = & = z 29 | CL E A R | MIN NOT TO EXCEED D. URINAL DEPTH 19" MAX il a — Pt Se Tee eet oe 7 — —- a I 2 = | = fi | CLEAR | = il CLEAR ! = | SPACE = SPACE | 2 [cms sep pry: Z| oO = L_| te =| Sane oat — . WATER CLOSETS - TOP OF SEAT HEIGHT IS REQUIRED TO BEA MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES ABOVE FLOOR. FLUSH CONTROLS ARE TO BE OPERABLE WITH ONE HAND WITHA MAXIMUM FORCE OF 5 LB. OPERATION SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE HANDLE OR BUTTON. CONTROLS ARE TO BE LOCATED SO THAT NO EXCESSIVE BODY MOVEMENT ON THE WIDE SIDE OF THE TOILET SEAT IS REQUIRED. PROVIDE 28 INCH CLEAR SPACE BETWEEN WATER CLOSET AND FIXTURE AND 32 INCH SPACE BETWEEN WATER CLOSET AND WALL. URINALS - PROVIDE AT LEAST ONE STALL TYPE OR WALL HUNG URINAL WITH AN ELONGATED RIM PROJECTING AT LEAST 14 INCHES FROM THE WALL AND 17 INCHES MAX. ABOVE THE FLOOR. FLUSH CONTROLS ARE TO BE HAND OPERATED, A MAXIMUM OF 44 INCHES ABOVE THE FLOOR AND MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR WATER CLOSETS. PROVIDE A CLEAR SPACE 30 INCHES x 48 INCHES IN FRONT OF URINAL. LAVATORIES - PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON AND KNEE CLEARANCE UNDER THE LIP EXTENDING A MINIMUM WIDTH OF 30 INCHES BY A MINIMUM DEPTH OF 8 INCHES AT THE TOP. PROVIDE A TOE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVA- TORY. A 34 INCH SURFACE HEIGHT IS RECOMMENDED. PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAV- ATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 18 INCHES MINIMUM FROM THE SIDEWALK WITH RIM OR COUNTER SURFACES NO HIGHER THAN 34 INCHES FROM FINISH FLOOR. FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASP- ING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 POUNDS. LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE DESIGNS. SELF-CLOSING VALVES OPEN A MINIMUM OF 10 SECONDS ARE ALLOWED. /-,\ TOILET FIXTURES | 5 6 7 | 8 | 9 10 A. A / \, PAINT - TO MATCH EXISTING. COLORS FOR REFERENCE ONLY /- FINISH FLOOR LEVEL ca ara PT-100 NO PAINT, TAPE & SAND ONLY THRESHOLD | 2-8" 12" 2'-8" 18" PT-101 SHERWIN #SW04B6615 - CUSTOM COLOR PREP AREA SIDE OF FASCIA Ss T CLEAR MIN CLEAR/! MIN —E—E—E FD y Lh y oe PT-102 SHERWIN WILLIAMS #SWW03E3839 - EUCALY PTUS GREEN UNDERSIDE OF FASCIA x PT-103 SHERWIN WILLIAMS #SW03E3911 - CUSTOM COLOR DOORS AND DOOR FRAMES N |S > PT-104 SHERWIN WILLIAMS #SW03E3843 - CUSTOM COLOR CEILING = PT-200/PT-105 | |BASE COAT - SHERWIN WILLIMAS - MATCH BENJAMIN MOORE #2158-40 - AUGUST MORNING FASCIA - (3) PAINT EFFECT ~ PT-200/PT-106 {SPONGE COAT - SHERWIN WILLIAMS - MATCH BENJAMIN MOORE #2154-50 - STRAW FASCIA - (3) PAINT EFFECT B. SP : PT- 200/PT-107 | TOP SPONGE COAT - SHERWIN WILLIAMS - MATCH BENJAMIN MOORE #HC-75 - MARYVILLE BROWN JFASCIA - (3) PAINT EFFECT omens. Gey a PT-108 PRE-STAINED BY VENDOR WOOD TRIM x Z N Z (5 EXISTING PAINT TO REMAIN B. C. 4'.0" 1. THRESHOLDS - INTERIOR AND EXTERIOR THRESHOLDS WILL y a t TILE-WALL BE REQUIRED TO BE NO HIGHER THAN 1/2 INCH ABOVE THE ae CT-623 PANTHEON - IBERIA 13" X 13" - 200 DRY STONE BEIGE-SATIN GROUT - GT-602 ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF | | THRESHOLDS IS REQUIRED TO BE BEVELED OR SLOPED AT : . AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO VERTICAL = | | = WALL COVERING CHANGE OF ELEVATION EXCEEDS 1/4 INCH. | | CL-101 FRP - CRANE COMPOSITES - WHITE 85 IN PREP AREAS NOT VISIBLE TO PUBLIC : = , = CL-401 FRP- MARLITE PLANK - MAHOGANY WAINSCOT PER ELEVATION THRESHOLDS | MIN INT , ar MIN INT B "IMIN INT '-6" IMIN INT ASE 5 _ | _ | F SCALE: N.T.S. = | | = | | WB-101 FLEXO, INC VINYL WALL BASE - BLACK 01 PAPER HOLDER — | | | | CA-601 PANTHEON SANITARY PVC COVE MOLDING - NS501P, 5R101P, 5S101P - BROWN 39" TO 41" , I i LL Z CT-106 QUARRY TILE COVE BASE TO MATCH EXISTING GROUT - TO MATCH EXISTING 7 ~—— — — — 12" MAX 42" MIN = B z | we | | FLOOR — foe) A B ; aa ° ° , , CT-420 QUARRY TILE6" X 6" - TO MATCH EXISTING GROUT - TO MATCH EXISTING C) ; 7 1. SPACE AT DOORS - THE FLOOR ON EACH SIDE OF A DOORWAY CT-421 PANTHEON - TUSCANY 13 X 13" - 80-202 GROUT - GT-604 i 8 a ae IS REQUIRED TO BE LEVEL AND CLEAR FOR A MINIMUM DEPTH ) 1.1/4" | 11/2" fe} z/ OF 60 INCHES ON THE SWING SIDE, MEASURED AT RIGHT ANGLES CEILING 1 on Zo ( =| 8 TO THE OPENING, AND FOR 44 INCHES ON THE SIDE AWAY FROM 2 MAX 3 : GRAB BARS ht a THE DOOR. ON THE SWING SIDE OF THE DOOR, THE LEVEL AND AC-101 ACOUSTICAL CEILING PANEL - ARMSTRONG - WHITE/WASHABLE —_——[T=x \ 7"TO 9" CLEAR AREA IS REQUIRED TO EXTEND FOR 24 INCHES ON THE 36" MIN eax *& STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS, AND TO a PGSUS TEAL GELING PANEL = SAMS TRONT = WHITE ' GRAB BARS EXTEND FOR 18 INCHES FOR INTERIOR DOORS. A LEVEL AREA IP-401 PREFABRICATED INSULATED WALL PANELS - HILL PHOENIX Cc. 2" MIN IS DEFINED AS AS A SURFACE WHICH DOES NOT SLOPE MORE al THAN 1/4 INCH IN 1 FOOT IN ANY DIRECTION. GROUT 2. ATLEAST ONE OF A PAIR OF DOORS SHALL MEET THE MINIMUM i 32 INCH CLEAR ENTRANCE WIDTH REQUIREMENT. GT-601 TEC ACCUCOLOR EFX EPOXY SPECIAL EFFECTS - 969 COFFEE e 3. HARDWARE - DOOR HARDWARE SHALL BE OF THE LEVER OR GT-602 TEC ACCUCOLOR XT GROUT - 945 LIGHT BUFF 9 PUSH-PULL TYPE, MOUNTED 30" TO 40" ABOVE THE FLOOR AND BE OPERABLE WITH A MAX. EFFORT OF 8 1/2 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS BEING APPLIED AT TOILET RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF ——— SLIDING OR FOLDING DOORS. ./\ 1. LOCATE GRAB BARS ON EACH SIDE (OR ON ONE SIDE AND THE 4. CONSTRUCTION - THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT on . | BACK) OF THE WATER CLOSET, BETWEEN 39 INCHES AND 41 AUTOMATIC OR SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED : ae © INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR | = HH! THE SIDE ARE TO BE AT LEAST 42 INCHES LONG AND FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. | eae | POSITIONED 12 INCHES MAX IN FRONT OF THE WALL — . — R-11 ACOUSTIC INSULATION BEHIND THE WATER CLOSET AND EXTEND 54 INCHES MINIMUM Wo NAY FROM THE REAR WALL. GRAB BARS AT THE BACK CANNOT BE SPACE AT DOORS i en’ 5/8" WR GWB LESS THAN 36 INCHES LONG. E7 NUE {|< in aaa | js | 2. AVERTICAL GRAB BAR OF A MINIMUM 18 INCHES IN LENGTH SHALL SCALE: N.T.S. S| ee Bi FINISH PER PLAN BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN of, th ost ee 39 INCHES AND 41 INCHES ABOVE THE FLOOR. THE CENTERLINE Bodo URI Ack Men T | i'2 OF THE BAR IS TO BE LOCATED BETWEEN 39 INCHES AND 41 INCHES Von NBC 617-( 4 'o| aan Ak | EXISTING STUDS TO REMAIN IN FROM THE REAR WALL. = 2 J a a 2. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE WITH A pire Pincemenl Fea 2kby “| is en CIRCULAR CROSS SECTION IS REQUIRED TO BE 1 1/4 TO 2 INCHES, PSSA Hy NZ y OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPING SURFACE. . he j IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE a BETWEEN THE WALL AND THE GRAB BARS IS TO BE 1 1/2 INCHES. ail 4. GRAB BARS SHALL NOT ROTATE. 5. GRAB BARS AND ANY SURFACE ADJACENT TO THEM CANNOT CORNER E3 WATERPROOFING MEMBRANE LEV SCALE: NTS, AT RESTROOM SCALE: NOT TO SCALE D1 | ! | | | | ! | an 4 (16)! | | sur x gp" 4/30" X 48"_ [f rn | a B4"X 607 | "0 beagle Nq J MIN. | R1.—(Coddl A ee MATCH EXISTING C Note: PRP FINISH D9 \ TYP. ALL EXISTING FOR WALL TYPES - A4.1 Aad) RESTROOM WALLS C1 ENLARGED RESTROOM C3 SCALE: 1/4" = 1'-0" (E) CT-621 | \ » EXISTING FD—— Ss Ly — 4 } ‘ EXISTING | | | | | 7 FD-——.1(~ i rm T i CT-627}-—11 A RESTROOM FLOOR FINISH A3 SCALE: 1/4" = 1'-0" Oo (6) PT-104] AT CEILING - TYP. | > MEN'S RESTROOM INTERIOR ELEVATIONS RESTROOM WALL DETAIL HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE. Do A MINIMUM RADIUS OF 1/8 INCH. = 6. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250# POINT LOAD IN BENDING, SHEAR AND TORSION. GRAB BARS SCALE: N.T.S. F8 | (12) , ) a — — RESTROOM KEY NOTES | TYP pi | ty ft ijt | ry ty \ Poi fF fd <1 (4) GRAB BAR | On an | a i ‘ OT J \ | | | ——o \ TT 4 at) (2) TOILET PAPER DISPENSER - TWO AT EACH WATER = ff N (@-— eT CLOSET, OFCI - Need i > oto / TT TOILET — pj tt tt tt } | | | | 7 | | SEAT COVER DISPENSER - ONE AT EACH WATER CLOSET, OFCI ALIGN WALL TILE GROUT CA-S01] AT BASE - TYP. B LINE WITH FLOOR TILE C D CHILD SEAT, OFC! GROUT LINE TYP. MIRROR PAPER TOWEL DISPENSER, OFCI SINK CFI at la. OS Ena\ SCALE: 1/4" = 1'-0" SANITARY NAPKIN DISPOSAL - ONE AT EACH WATER CLOSET IN WOMEN'S TOILET ROOM, OFCI BABY CHANGER SHELF, OFCI - MOUNT PER MANUFACTURERS RECOMMENDATIONS. INSTALL MAX HT OF 34" FROM OPERABLE TABLE TO FINISH FLOOR SOAP DISPENSER - ONE AT EACH LAVATORY, OFCI MOUNT ON SIDE OF MIRROR CERAMIC WALL TILE - START LAYOUT FROM CEILING - CT-421 PURSE SHELF, OFCI PT-104] AT CEILING - TYP. FULL LENGTH MIRROR 2 8 9 8 12 " MI N + “ A _ | | | | | | SANITARY NAPKIN DISPENSER, OFCI LT tt STOTT 4 \ | 4 } : ft} 4 =e \ SANITIZER AND HOSE CABINET, OFCI Hy OG i XIN i <r ye LEE im (15) : COAT HOOK OFC! TO EeH-© flere! A [TI URINAL TRS I 7 rT I 13 @ -601] AT BASE - TYP. B \— ation WALL TILE GROUT C ~~ CASOI AT BAS D ae Ee — LINE WITH FLOOR TILE —_ _ SRCUT UNE TYE. EXISTING FIXTURE TO BE CLEANED AND o c h e e e a o s @® © O O O O OO REINSTALLED WOMEN'S RESTROOM INTERIOR ELEVATIONS NOTE: SEE A4.1.1 FOR FIXTURE MOUNTING HEIGHTS SCALE: 1/4" = 1'-0" SCALE: NOT TO SCALE Quality Food Centers 515 SHERIDAN ST PORT TOWNSEND, WA 98368 QUALITY FOOD CENTERS 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 206.662.9740 206.622.3832 FAX 1110 112TH AVE. NE | SUITE 500 | BELLEVUE, WA | 98004 | t 425.463.2000 | f 425.463.2002 | PERMIT SET 0 4 8' 16' 1/8" = 1'-0" RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. /\| DATE |DESCRIPTION 41.01.10) PERMIT SET 07-0281-02 PM: JIM BABINE DRAWN: CE ENLARGED RESTROOM PLANS, ELEVATIONS AND FINISH SCHEDULE A4.1.1 | oO - PO R T TO W N S E N D #1 0 6 \ 0 7 _ C A D \ 7 0 3 _ CO N S T D O C S \ 0 7 0 2 8 1 0 2 A5 . 1 . D W G > PL O T T E D BY : CA N D I C E ER I C K S O N DA T E / T I M E : 11 / 1 / 2 0 1 0 3: 3 9 PM FI L E : H: \ R E T A I L CO N C E P T S \ Q F C \ 0 7 \ 0 7 - 0 2 8 1 - 0 2 6 7 8 9 10 , ne = ~) 1 —= ~) ) SHI a TS to yy, ~4 EXISTING ROOF SYSTEM EXISTING CEILING ——— | WRAP POLYETHYLENE PSs | peopel NEW 2X6 BLKG W/ SIMP LUS26 @ EA SHEETING AROUND 1 X 4 AND ae —_— END, PRE-INSTALL HANGER PRIOR TO Aepeneu seen aaah sales |__ SEE NOTE 1 EXISTING CEILING REMODEL ATTCHING TO JOIST 2X6 4) DETAIL A — PLywoop Roor DEck. APPLY 1/2" WHITE SAEs || _ SCREWS MUST NOT MELAMINE PLYWOOD - Fa %s = if ; PENETRATE ROOF TO THIS SIDE OF ead elles SALES N Aa a A MEMBRANE. SEAL SHEETING — BARRICADE FRAME. | einiieiahina AREA |_| nr NOTE (2) #8 SCREWS @ 1'-4" OC fy ON (4) #12 SDSM SCREWS AIRTIGHT TO DECK ATTACH WITH WHITE |_ SEE NOTE 2 FOR LENGTH OF BRACE | fo 7 | 2X6 BLKG W/ SIMP LUS26 @ EA END HEAD SCREWS OR a ae PROVIDE PLYWOOD OR |Z ASK 3628162-33 @ 16" OC T 4 f | fy AMEND SIMILAR MATERIAL ON |= — | SECURE NY JL wh | EXOKATY HEADER Wi 10d NAILS @ 6° 4 Lf 2X6 W/ SIMP LUS26 @ EA END, 4 BOTTOM BRACE FOR — SHEETING TO (2) 6008162-33 BRACING YS | OG RONALSIITRIN OT OF RIN, TYP aa, PRE-INSTALL HANGER PRIOR TO BALLAST eniine = SHELVING | BACK TO BACK @ 8-0" OC >—— (E) JOIST, VERIFY STRUCTURE, TYP Sev ATTACHING TO 2X6 BLKG TYPE 2 TYPE 1 CONNECT W/ (2) #8 SEE FOIAS.1 SEE F5/A5.1 MTL STUD BRACE, TRIM FLANGES AS SCREWS @ 12" OC MTL STUD BRACE, TRIM FLANGES AS REQUIRED NOTES: | \— (4) #12 SCREWS REQUIRED 3-MIL POLYETHYLENE SHEETING DUST BARRIER -- USE CLEAR OR FROSTED SHEETING ONLY, BLACK SHEETING IS NOT ACCEPTABLE. TAPE FULL LENGTH OF JOINT, SECURELY ATTACH TO EITHER BACK OF SHELVING OR 2" x 4" WOOD BRACE BARRICADE, AND EXTEND UP TO ROOF DECK AS INDICATED. 2" x 4" WOOD BRACED BARRICADE 8'-0" HIGH, PROVIDE BALLAST ON BOTTOM BRACE TO SECURE BARRICADE IN PLACE, DO NOT Ww NAIL TO FLOOR, (BALLAST -- i.e. - CONCRETE BLOCKS, SANDBAGS or MISCELLANEOUS CONSTRUCTION MATERIALS). BALLAST & (A) HERE FASCIA/SOFFIT PARALLEL TO JOISTS (B) WHERE FASGIASOFFIT PERPENDICULAR TO JOISTS KICKERS SHALL BE ON THE WORK AREA SIDE AND NOT ON THE CUSTOMER ACCESS SIDE. ANY PORTION OF THE SPRINKLER SYSTEM WHICH BECOMES EXPOSED TO POSSIBLE FREEZING TEMPERATURES MUST BE PROTECTED FROM FREEZING WITH HEAT TAPE & INSULATION. , &4 INTERIOR TEMPORARY CONSTRUCTION BARRIERS = METAL BRACE CONNECTION = BRACE CONNECTION DETAILS SCALE: NOT TO SCALE ASD-162A SCALE: 1-1/2" = 1'-0" SCALE: 3/4" = 1'-0" a i. ' (eS ; EXISTING ROOF SYSTEM EXISTING ROOF SYSTEM I \/ eal NC CONT 600$162-33 UNPUNCHED = 1:1 oe 1 1/2" X 1/2" BLOCKING TO METAL STUDS EA SIDE W/ (2) (E) JOIST, VERIFY STRUCTURE / | HOLD TOP OF TRIM OFF OF #12 SDSM SCREWS INTO EA My = VERTICAL STUD, (1) #12 SDSM , SEILING WHERE OCCURS roy SCREWS INTO 4X6 CONT 600$162-33 UNPUNCHED ---4- CEILING (E) JOIST, VERIFY STRUCTURE , / | METAL STUDS EA SIDE W/ (2) #12 600$158-33 HEADER STUDS W/TOP CEILING \ // // SDSM SCREWS INTO EA : ea & BOTTOM TRACK SEE ROP 4X6 FLAT AT 4'-0"OC MAXW/(1) / // VERTICAL STUD, (1) #12 SDSM oe) UT A GYP BD (PROVIDE METAL EDGE 16d TOE NAIL @ EA 2X6, EA SIDE aN y // ~~ SCREW INTO 2x6 | BEAD AT ALL CORNERS AND GYP al : i \ WY 3 \ yy, \ oy DBL 2X6 W/ (2) 1/2" @ A307 MB AS u. EE Terehliae NS |Z ite | wine DBL 2X6XCONT Wi. (2) 1/2" SH 1, — fo | SHOVIN AT ie iit = =| = — i | = A307 MB @ EA PANEL POINT, ne el CONTRACTOR'S OPTION "A" ! TYP, SEE /“g ——t. SUSPENDED MTL STUDS | ry, 600S162-33 MTL STUDS @ 2'-0" N — \ ; B.O. NEW FASCIA i | OC a 600S-158-33 STRONGBACK J / SEE RCP & 600$162-30 MTL STUDS Al STUD-FULL LENGTH OF FASCIA, ae gn" a se @2-0"0C LI BUTT AT VERTICAL STUD f PT-108 PT-102 SHEATHING TO ROOF DECK |__-— CEILING WHERE OCCURS 2° WOOD TRIM Sh EOLEOr SHEATHING TO ROOF DECK © gq GYP BD (PROVIDE METAL EDGE NOTE: eal P BEAD AT ALL CORNERS AND GYP COVE LIGHTING FOIC PREP AREA SIDE OF FASCIA TO BE MOUNT LIGHT TROUGH 1" ABOVE Ww BD TERMINATIONS) | PAINTED [PT-101 BOTTOM OF FASCIA WITH 1" TRIM [A \-SUSP FASCIA/SOFFIT PARALLEL BETWEEN JOISTS 5 \_SUSP FASCIA/SOFFIT PERPENDICULAR TO JOISTS > CONTRACTOR'S OPTION "B" NOTE: PIECE UNDERNEATH 1, SEE A4.1.1 FOR FINISH SCHEDULE NOTE: CONTRACTOR TO VERIFY 2. FOR CONTROL JOINTS IN FASCIA SEE A1/A5.2.1 EXISTING CONDITIONS E1 SCALE: 3/4" = 1'-0" \E3) SCALE: 1/2" = 1'-0" E/ SCALE: 3/4" = 1'-0" VERT STRUCT 1‘ SEE NOTE 5 Z ROOF JOISTS . ANCHORING za : | eT = EGG CRATE TO edi aaa POX | (2D MATCH EXISTING F TO ROOF oy il or | -— WI i ' , MTL STRAP @ 48" 0.C. 6 pe - v— I SUSPENDED 3 5/8" 20 GA MTL SECURE ace FASCIA - NEW TO arent OUT OF PLUMB 1:6 | Duct \- Le STUDS AT 16" 0.C. AND METAL STUD OF BE MATCH 3" =—MINIMUM 12 GA. WIRE _ IF GREATER PROVIDE | T tk iH > ion a | Up r C | rT EXISTING PER MAXIMUM” 4'0"0.C. MAXIMUM——=__ COUNTER-SLOPING WIRES [~— WALL \_-— NOTE 3 Nd A S (2) 362$162-33 BACK TO BACK @ FASCIA a ; a SPREADER BAR | < i e : a (2) 600S162-33 8'-0" 0.C. W/ 2- #12 SCREWS @ eR SL, n SEE NOTE 2 \ | / Ad.1 FRAMING FULL LENGTH OF 5 SOMHIRAGEIS MAB VIEL ~ REQUIREMENTS | 9/4" MIN MINIMUM (3) TURNS IN p= (MAIN RUNNER AT 4'-0" Ky NK \ BACK TO BACK FASCIA BUTT @ VERTICAL rs 4-4/0" ZZ \O.C. MAX. 7 SEENOTE1 geo) ‘SEE NOTE/ AT 8-0" OR MAX STUD xB CONNECTION. - eee |e" KL 2 | > 4 i Py Si il 2 STUD FULL LENGTH OF FASCIA BUTT tu | te PAINT TO MATCH | —. aa WD TRIM BY VENDOR pS @ VERTICAL STUD os 2 |S jan PAINT Te MATCH Pian BOARD, SEE ROOM | o) CROSS TEE POP ver 8" 6'-0" 4'-0" OC MAX WALL PER PLAN © 5 CONT. 1"X1" ANGLE - > |Z o _ \ SECURE WITH =| FINISH SCHEDULE = MAX MAX (#12 WIRE) GYP BD CEILING ri) GYP BD-PAINTED (PROVIDE ‘|! CYP BD - PAINTED SCREWS @ 24"0.c.— |= |[L-_——— 1’ MDF BOARD WALL ANGLE MOLDING, 2" 2 ial | NoTEs SYSTEM VARIES 1 es METAL EDGE BEAD AT ALL z ; HORIZONTAL FLANGE- SECURE = 1. ADDITIONAL HANGING WIRE WITHIN 8" OF PERIMETER SEE REFLECTED - Zu CORNERS & GYP BD a Ble feaueees aeED TERMINATIONS) REF RUSERATEDIGASE TO STUDS / BLOCKING S 2, STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER CEILING PLANS a WS TERMINATIONS) (coe £|55 (A)UNATTACHED WALL (B)MAIN RUNNERS & CROSS TEES (C) ATTACHED WALL 3. _ LATERAL BRACING AT 12'-0" OC EACH WAY, MAIN RUNNER TO STRUCTURE. FOR LOCATIONS Sy D215 Coy | 6 BEGIN BRACING WITHIN 4'-0" OF PERIMETER AND 2'-0" FROM CROSS z SIO wi Z MEMBERS aS FINISH PER PLAN = < (on TY <lF 1 | O) ty i 4. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER =: 8 [| EF) wo NOTE: SLOPE SL) ann Rar il ° /—— FIN FLR LINE HEAVY DUTY SYSTEM NOMORE THAN Nie Swarts. TO 5. CONNECTION DEVICE TO HAVE 100 LB CAPACITY i = ae (est 7 ALIGN WITHISCETING GONDIION 6. _ SYSTEM TO BE HUNG FROM JOISTS, DO NOT HANG FROM STEEL DECK \—_ FIN FLR LINE oy LATERAL BRACING SUSPENSION C1 SCALE: 1/4" = 1'-0" C3 SCALE: 1/4" = 1'-0" C6 SCALE: NOT TO SCALE C/ SCALE: 3" = 1'-0" C9) SCALE: 3/4" = 1'-0" STAINLESS STEEL EDGE/RAMP TRANSITION STRIP, SIZE AS REQUIRED FOR FLOORING. STRIP TO BE SET IN MORTAR BED AND TOP TO SEE F7/A9.2.1 \/\ DIRECTLY ADHERED FRP - = BE FLUSH WITH FLOORING. CON SEE A4.1.1 FOR LOCATIONS DIRECTLY ADHERED FRP FINISHFLOOR = sp Sy NN | iy METAL STUD TO TOP OF CASE- SEE LINE Q + TILE " aa FRAMING METAL STUDS (SEE WALL — VT A4.1.1 FOR LOCATIONS VQ | | fF : f ; TERMINATION 7 A ‘OE TIS woe : ee / | en al ll a CONTINUOUS SILICONE g ; 8 fad JOINT 1 1/2" WIDE \/\ J ? Bo REGUIRER ee | CAULK ALONG TOP AND , ; ° < MTL FILLER STRIP-FASTEN vA | VATS EAISTING case F } J-MOULD AT FRP TERMINATION CASE ENDS OF CLOSURE 4 “9 / s aq, : ONE SIDE ONLY (PAINT TO : FASCIA PLATE. MATCH FASCIA) 1/2" MDF - PAINTED : SHOWN ON | CONCRETE SLAB = E PLAN , TERMINATE FRP AT TOP OF QUARRY | / — SUSPENDED STUD FASCIA = : GE CLEAR SILICONE CAULKING | s TLE BASE SCALE: NOT TO SCALE \ BOTTOM OF SOFFIT _ —. oo : ; | an ae BULLNOSE CASE FOOT - MATCH EXISTING ELEVATION enn te BOTTOM OF SOFFIT ro “| = 6" TILE BASE VARIES PER UNIT SAWCUT TO DEPTH RESINOUS MATCH EXISTING ELEVATION || : jae 4" 6" STEEL ~~ stipend 5 OF OVERLAYMENT / OVERLAYMENT bP — ES | | | Ps ee . = | | of ANGLE TILE FINISH FLOOR Se = — Ss , SORTING AD INCEN XISTING FLOORING ; | a TE EXISTING FLOORING 0'-0" AFF x : ; q USG 200B MTL TRIM EACH aINIgH O REMAIN ot a Fife TO REMAIN — : a = zs J SIDE OF CJT - SMOOTH FACE | | . eT ~ 8 J _—~ 1/8" MIN (CLR) W/ JOINT COMPOUND r— WALL BEYOND - | J 5 3/16" MAX (CLR WHERE OCCURS LL ; v en) NOTE: CONTINUE JOINT | = 6 CONCRETE SLAB ACROSS BOTTOM OF FASCIA \ CASE TYPICAL A 1 SCALE: 3" = | "0" A3 A6é AZ AQ SCALE: 1-1/2" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1 '.Q" SCALE: NOT TO SCALE ASD-4 11 i fiuie WWE | Quality Food Centers 515 SHERIDAN ST PORT TOWNSEND, WA 98368 QUALITY FOOD CENTERS 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 206.662.9740 206.622.3832 FAX 1110 112TH AVE. NE | SUITE 500 BELLEVUE, WA | 98004 t 425.463.2000 | f 425.463.2002 | MulvannyG2.com l PERMIT SET RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. Z\| DATE |DESCRIPTION 11.01.10} PERMIT SET 07-0281-02 PM: JIM BABINE DRAWN: CE ARCHITECTURAL AND INTERIOR STANDARD DETAILS AS. 1 ao, we | RACK | RACK 2 ne —| Quality Food Centers Se——DN > 515 SHERIDAN ST COMPRESSOR MEZZ. PORT TOWNSEND, WA 98368 QUALITY FOOD ! Ml { i} ' ii} 1 it 24 -0 |3 -6 lo Fé) 3|'-0' lo'-4 |4'-q" 26 '-5" ob 24'-T" Wiese 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 —— i, {~~ \ ff = \ 206.662.9740 | D \ ie ? 7 ae, a, 206.622.3832 FAX ELECTRIC | ] | METER mY | RECEIVING "| ro (OUTSIDE) i ROOM || / 2 ‘\ a a | \ oO | = 1] \ / pssst) pean X& / aa | See Pe a 7 == a | oP NIGEIX] REF) 7 Rt | — | = <IT <1 | | yy WU) =U 1 | | MACHINE 8U|| s ! _— ° —=_== I EXIT ROOM OFFICE =a BREAK RM | | | % PRODUCE COOLER FREEZER | eR RevenNe Aon | — _! a \ | = |4'x28! |4'x34' EDGE OF (7 | : —— ~~ | MEZZ. =e \ / : FACILITY ENGINEERING 1014 VINE ST, CINCINNATI, OHIO 45202 x 3 OFF | CE ME? Z. PH: (513) 762-1467 FAX: (513) 762-4012 - a I W | — | om Ry Y ~ — | EDGE OF MEZZ. ABOVE ———————- This file was Created on 6/16/2010 @ 12: 45:05 PM | 60" | . PRODUCE Of MECHANICA : | = 2) GE235-—3 | | ADMINISTRATIVE ~ PREP T T T T T T T T DREOCS | EMERGENCY | | ne F—-t—+—~ 7 ae Cnt ab petasnrhseect se t+ td & 1 GE14 RELO OFFICE CHAIR a | EM | (13) QFC106F1 MG2 MARKUPS 102010|GE6—3 SHUT—OFF \ | | te So N S Aa | DAIRY (TOP OF cao | ELEC. WATER L - PREP SINK UTENSIL SINK eR ROOM | COOLER VENT STAIRS TO wl Ae EATER IN EZZ. : BEVERAGE ELEC. HS 48-0" L MECH. ROOM) iy Pit tA 3 BVSDUL12HX EXIST 12’ 5-DECK BEVERAGE CASE W/ ULTRA LOW FRONT RAIL WATER [Xx] > DA1}] DAI , . 12-0" W = ae = —— 4 BVS5DUL12HX NEW 12’ 5-DECK BEVERAGE CASE W/ ULTRA LOW FRONT RAIL HEATE. 43'-9 5/8” REAR-LOAD (18 DOORS LCM (N)\ RSM | MEAT COOLER 1 BVSDULLCMEHX EXIST FIVE-DECK BEVERAGE CASE LEFT CONTOURED MIRRORED END : | {1 BVSDULLCMEHX NEW FIVE-DECK BEVERAGE CASE LEFT CONTOURED MIRRORED END i (N) (N) RSM) | LCM (N (N) eM BV5DUL12HX BV5DUL12HX BV5DUL12HX BV5DUL12HX bb (20°B, 72°) =a lo'x32! 1 BVSDULRSMEHX NEW FIVE-DECK BEVERAGE CASE RIGHT SLAB MIRRORED END P5D12HX P5D8HX | DASDUL8HX DASDUL12HX DA1| DA1| DA1}] DA1} DA1| DA1| DA1| DA1| DA1|] DA1] DA1| DA1] DA1| DA1| DA1| DA1] DA1] DA1 D5X—ULEP D5X—ULEP D5X—ULEP D5X—ULEP ’ \ x 1 BVSDULRSMEHX RELO FIVE-DECK BEVERAGE CASE RIGHT SLAB MIRRORED END D5XLEP D5XLEP D5X—ULEP D5X—-ULEP 48’ 5-DECK BEVERAGE a CONSTRUCTION = 28 5-DECK PACKAGED 7 5- DA2~28L/| DA2-281/| DA2-281/| DA2-28L/| DA2~281,) DA2-28L/| DA2-28L/| DA2-281,| DA2-281/| DA2-28L/| DA2-28L| DA2-28L) DA2-281| DA2-28L/| DA2-281/] DA2--284/ DA2-28L/| DA2— 4 uu = & PRODUCE ie Bai ames ae 4 Mi WINE SHOP Yo Re 2 PLio NEW HAND LAV i} p< onl aoa aaa bee in zm er P rs , ¥ fe) aha DAIRY So 4 7 PR FE 4” 15'-7” 41-9” 19’ (20"B, 72”H) 4 ro) z 3Z SO] 6 a K - cudtom custom oe ZO 20 DAL NEW ROLL IN RACK FOR MILK, JUICE, & CULTURE a S ‘8 DA | RY 5b ICE CREAM 5 ICE CREAM > B' Eis o 18 DA2-28L NEW 28’ REARLOAD DAIRY DOOR (LEFT HINGED) 6 +-1GROCERY GROCERY] | DISPLAY od Hy DISPLAY ~ = 1 DASDUL12HX NEW 12’ 5-DECK DAIRY CASE W/ ULTRA LOW FRONT RAIL 7-0” 19’-0” 10’—-0” [— 40’—2" 10’-2” 10°-4" , é 41'-4" 40’—0”" 10’-0” 10’-0” (RELOcJ (RELDC,) > 1 DASDULSHX NEW 8’ FIVE-DECK DAIRY CASE W/ ULTRA LOW FRONT RAIL ES oa DOORS) (2 DOORS) ; = = - 1 DASDULLCMEHX NEW FIVE-DECK DAIRY CASE LEFT CONTOURED MIRRORED END im aA Cid tN (O) aT 9’ (20"B, 72”H) 1 DASDULRSMEHX NEW FIVE-DECK DAIRY CASE RIGHT SLAB MIRRORED END o x oe Se P et ) as ie GGHNICEPHI +—sox (NeW) —t GGDNIC6PHI be noX (NEW) N =H DELI-CHEESE xr) S10. LO Ko ome > iF) re = —Ss 10’-0” 2’-9” an) 8 3 D135 NEW MANUAL SLICER W/ PORTION SCALE | 8 bP i \ nk ofal29_ |i ; — 2 0137 NEW DOUBLE PANINI GRILL a 28°| PRODUCE 1 on 1) 2 - (oN —~ ry ~ QF wIZ Za NIN) % 3 023 NEW SERVICE SCALE/UPC PRINTER x V-7 -, 4 s) 6 7 ‘Vid = 8 9 10 41°—9” 5 QO|E GI | + isa 1 D265 NEW COMBI OVEN (QFC) q ‘oO 2 MI ed ey, ro ( M4 WM = agen) & Hoy bt Ho 2 D40C NEW PRESSURE FRYER (W/ CONTROLS) o I i =e = YES =z 18 a] 1 D4i NEW CUSTOM MILLWORK COUNTER <CONTRACTOR SUPPLY? oO . Fed aN a => a => vt Le 1 D200sce NEW 6’ SELF-CONTAINED SANDWICH PREP TABLE to e id FoaeP Z3 (Ee Z = =" = 2 =a 1 DS12HE NEW 12’ SERVICE DELI CASE = N N oe \ <= \ NG.) N I oo N © in 1 DS8HE NEW 8’ SERVICE DELI CASE ST BSzT SEs | & —~l26 N11 N N12 N CE | re 1 DSLEHE NEW SERVICE DELI LEFT PANEL END ae i) 7 Soe > Ia" ame a gn 5 ae so \ = 7 on -_— 7 ar Se 20 a TT | oem fea ; oe oy 1 DSREHE NEW SERVICE DELI RIGHT PANEL END | al Seo 2 6 io (ALL |NEW) |, 6'=2 714 6-0 6'—8 6’-2 6-2 \ 9-0 oe) \7'-6 6-0 6’—0 6-0" 5 a 5-1", a ~ls —* = Ilo i) 9 sues Z| fan) — E400 q J f — N 13 a fw] D QO} 9 | _ fan} z= fam q WHI Ne Nw Ww x ea | 1, S) nO | = (ee = ~\ \ 0 x 0 *0 Al PS a & |ZIs UM 1 DREOCL NEW 60’ LEFT HINGED COOLER DOOR ¢96’H) Se f| PSS P53 a PMSC6B a d WW Oy oe eats x SMA Zz 1 DR6O0CS NEW STRIP DOOR FOR 60’ COOLER DOOR TI J 1 No —_ i} = P53T. HSC—6 = 25 RK) IN |e - - ELECTRONICS a| Wy= \ = accep 2 . 12 _1—DECK 7 28 Ol o a % 2 2 E19BE NEW EXTERIOR REDBOX DVD RENTAL KIOSK < VENDOR SUPPLY) iS) PRODUCE ie = > ze fe LAI ] | Zz 3|__\ WV—“e 8 |_| e mim y mn SI /\ |) FLORAL = ‘3 CI = +t >a ro) © & C) O\ FE 0 x aA = — 4 F46 NEW NESTING TABLE SET _T, x d \ 20 |_| co No] & al ] 7 1 FS50D-12 NEW 12’ BALLOON DISPLAY FIXTURE r Fla = = c ro) 2 z|R| x a| jz a . 1 FSOW NEW BALLOUN PEGBOARD WING PANEL ™N ee be (ALL NEW) 6 AL NEW) \| e0 o) a SB 8 iw} |& Z = nA 2 1 FSO NEW BALLOON SPINNER RACK (VENDOR SUPPLY? Zs] X Lo 5'-19” 1 9'—-0” ! \ \ a = a M wl in| a q + . Tima) a a} GENERAL a = = WA a. x zZiy) 0 mB) 9 x a \ (N. \ 71-2 > 5 Qmig . = fil 2 cs NEW SAFE-SITTER CHILD PROTECTION SEAT da} P93 | p53 lo} P53 | p53 F / cThe 5 re a AD 1 FM NEW FULL LENGTH MIRROR (CONTRACTOR SUPPLY) > P53T -K/ P53 | P53 = | | | ry\ — g S/N < - 1 GE183 NEW SANITIZER AND HOSE CABINET [4 S Na) N \ \ _ x L a ai 1 GE235-2 NEW 2 LEVER SPRAY DOWN PROPORTIONER ¢ VENDOR SUPPLY? 7, | (ALL | NEW) no NJ BS < af oO = fo 1 GE235-3 NEW 3 LEVER SPRAY DOWN PROPORTIONER ¢ VENDOR SUPPLY> © = ue = BIN 7) | gy ; 2 GE44A NEW BABY CHANGING STATION L - 23, \ yO x \ SISA Wai 3 = ne wy) 2 GE84 RELO = STORAGE CABINET Re im d Oz eS r SZIZs| x < Bm] 9 1 oH NEW COAT HOOK (BY PARTITION SUPPLIER) : S | f°} P53 | paz Les . iL) ce x AIM 6 <j: 1 ND NEW SANITARY NAPKIN DISPENSER x 4 = x (y z= ny amie s|-7a Ty 2 PM NEW MECHANICAL PAPER TOWEL DISPENSER (KROGER SUPPLY) aN PSST a a 4 WN eR ra 2 SD NEW SOAP DISPENSER (KROGER SUPPLY? : ~ ~ | | oO 5 = 2 TP NEW TOILET PAPER DISPENSER (KROGER SUPPLY? ~ ~ \ m™ re} Palsy 2 TR NEW TRASH RECEPTACLE o mo ; Ww a NBIFAR RACKS Q A b ad a o (R) GROCERY | — iw) : . : d |_| — \ ~ $= eye) | 2! ; — 1 G91V EXIST | REF. BOTTLED BEVERAGE MERCHANDISER po’ — Q D = \ io AE] YX jee 8 2 GGDIEHI EXIST | GLASS DOOR ISLAND GROCERY END PANEL ' ' ' ¢ m m = >< ca =| Bun 1 GGDITTIOHI EXIST 10’ GLASS DOOR ISLAND TWIN TEMP GROCERY ¢4 DOORS) 0 4 8 16 | oo als x | — volz| | 4 GGDITT12HI EXIST 12’ GLASS DOOR ISLAND TWIN TEMP GROCERY ¢5 DOORS) 4 Fs uy IN Z| a =O ee 4 GGDNIC6PHI EXIST 6’ NARROW GLASS DOOR GROCERY PROMO (2 DOORS) ee = (ont >a an 5 Alaa] mA = iS 1 GGDNLEHI EXIST | NARROW GLASS DOOR GROCERY LEFT END PANEL eo) DELI 4d Bz \. aN Wht IPE NEa] 6 flo fa —— 1 GGDNLTIOHI EXIST | 10° NARROW GLASS DOOR LOW TEMP GROCERY (4 DOORS) 1/8" = 1'-0" a = | D25 iu ) GD a EE SBIR 9] © S) 4 GGDNLT1@HI EXIST —12”_ NARROW GLASS DOOR LOW TEMP GROCERY (5 DOORS) = 15 Lt COOLER > {za WI oe) oc ox ge B’-6" & Pe = = fz 1 GGDNREHI EXIST | NARROW GLASS DOOR GROCERY RIGHT END PANEL “ We'xig. | BB Ae 8 28 w z| is x ~ a” WW a QO ro) tu O° K Oo M = xin 8 |S io bu © i ag q \ x, |_| v MEAT = |i (a an 1 M10B NEW MEAT SAW Sa |e _ KE M ox 1 M11 NEW SERVICE SCALE/UPC PRINTER es) tu NS) \ - oS AS 1 M22 NEW 1HP TABLETOP GRINDER | 528 Qo | > Q 3< —6 1 MLR-HWBSCLRBH NEW MEAT HANDWRAP/AUTOLABEL SYSTEM (COMP, LABEL APPL. > = ne ‘ irr ny ETc | ~ ey 3 MSD12HX NEW te’ FIVE-DECK DELI MEAT CASE ——— = Zz = O O oO} |Z aay 2 MSD8HX NEW 8’ FIVE-DECK DELI MEAT CASE x | 7) zr zr Ny = A | Ss e) _ |_| - BIN a 2 MSDFRNGI2HX NEW 12’ FIVE-DECK FRESH MEAT CASE (NO GLASS) lan fo) ld 5 5S < = 7 25 o On =x @ |S I LAIANA] & | 1 MSDFRNGLSMEHX NEW FIVE-DECK FRESH MEAT CASE LEFT SLAB MIRRORED END 1Qf I a |\Ga\o a Sy 2 ~ a> o pees r S[Z) 2) =| x 1 MSDFRNGRSMEHX NEW FIVE~DECK FRESH MEAT CASE RIGHT SLAB MIRRORED END IXo F — al N =| > ies 234 \e z cE \ OMIM ai 6 1 MSDLSMEHX NEW FIVE-DECK DELI MEAT CASE LEFT SLAB MIRRORED END KS) TAD-(Ny. arn jaay jaa) ia = = a = om a bi ny z= = = | — = pe a m0 = =~ ae = 1 MSDRSMEHX NEW FIVE-DECK DELI MEAT CASE RIGHT SLAB MIRRORED END ” (N 5 DE. | ~ ~ x x xr x x ro) \o is z2 x x x x x x x a x x a 1 MGDNLEHI NEW NARROW GLASS DOOR MEAT LEFT END PANEL 1 _ 6” N N fe t < % < . 2 . . 5 = z : 1 MGDNLT12HI NEW 12’ NARROW GLASS DOOR LOW TEMP MEAT ¢S DOORS) a D135)5 —6 bo = ia a ny N x &S 4 te ny 2 —) = N i > < a y a a ~ alls 1 MGDNREHI NEW NARROW GLASS DOOR MEAT RIGHT END PANEL bare aL il fp efits otis 9 Ils = ) sits! eis stis siii¢ sit ie 28 PME AS NCEE ERG GS: o (R) = 4 N N N N re N N N N N N CN i. ~ N CUSTOM ¥ 1 MMDLXREHX NEW MDLP CASE RIGHT END (55% H. ) o TAD (N) > a a SY a >) oy ay S ay) SS My ot NS aS DRY = 1 MSSHE NEW 8’ SERVICE MEAT CASE 1 gn = - . 7 GGONIC6PHI|} | SHADOW | GCDNICBPHI|| | __ SHADOW . . ‘ . . > L . 2 1 MSLEHE NEW SERVICE MEAT CASE LEFT PANEL END 4’-8 oO. 1@) b— DISPLAY o (ain + . + 5 Oa =| s s _ RIN (IC) BOX (NEW) RUN (IC BOM (NEW s s = = s N o N N (NEW) y 1 MSREHE NEW SERVICE MEAT CASE RIGHT PANEL END fo B (n) THQ Y a,k 4° RMTD 5'] ICE Jere M 5"] 1CE CREAM PRODUCE = | = N) GROCERY GROCERY - R 9) x T. 2 PS3BP NEW BANANA AND POTATO TABLE (36’X45") =! l O IDs 2 lat “Oy DUAL EMP (2 DOORS) (2 DOORS) 11 PSST NEW ORCHARD BIN SIDE TABLE ¢UPSCALE) ey S OTR SIL oS ENTREE'S PHOTO ” 16 P53 NEW 3’ X 3’ ORCHARD BIN CUPSCALE) © Ss ee Y a 2 PDEDS6 NEW DOG HOUSE FOR TILT TOP TABLES AZZARD NE} It a 1) 00 4 PSD12HX NEW 12’ FIVE-DECK PRODUCE CASE SHINGT ayia T4D(n} = 3 P5D8HX NEW 8’ FIVE-DECK PRODUCE CASE SHIRGTON 3 =x Zz 3 PSDLSMEHX NEW FIVE-DECK PRODUCE LEFT SLAB MIRRORED END ee vt SSS “= 3 PSDRSMEHX NEW FIVE-DECK PRODUCE RIGHT SLAB MIRRORED END Tso] A IN 1 PMSC6B NEW 6’ MOBILE SELF-CONTAINED PRODUCE CASE 58 1 PWIRSH R&S 8 x 6’ REFRIGERATED PRODUCE ISLAND | Le B Pan oe BOOKS SUNGLASSES 2 PWIREH R&S 6’ REFRIGERATED PRODUCE ISLAND END CASE | 33 2 SEAFOOD / y G91V 16' CIGARETTES | ~ 1 S115 NEW SEAFOOD WRAPPER <TABLE TOP> P=allEs Zo 5 | |rers Se I 1 sea NEW SERVICE SCALE/UPC PRINTER zx C™ & uy |] a 1 S36R NEW REMOTE ICE FLAKER W/ CART TRANSPORT SYSTEM q C b HH — 1 SSDFRN8HX NEW 8’ FIVE-DECK SEAFOOD CASE ¢NO GLASS) eee ee — . ) 1 SSDFRNLCMEHX NEW FIVE-DECK SEAFOOD CASE LEFT CONTOURED MIRRORED END QX Xs D = 1 SSDFRNRCMEHX NEW FIVE-DECK SEAFOOD CASE RIGHT CONTOURED MIRRORED END Z\| DATE | DESCRIPTION C x _— 1 SGDNLEHI NEW NARROW GLASS DOOR SEAFOOD LEFT END PANEL an @) 8 Zz 1 SGDNLTSHI NEW 8’ NARROW GLASS DOOR LOW TEMP SEAFOOD ¢3 DOORS) 11.01.10) PERMIT SET HD 45) R Fad [P| WU CELL | STG 1 SGDNREHI NEW NARROW GLASS DOOR SEAFOOD RIGHT END PANEL S 2 3 PHONE = 1 SSONSHP NEW 8’ OPEN AIR SERVICE SEAFOOD CASE (NARROW DEPTH) => Fa Z 4 5 6 1 SSONLEHP NEW OPEN AIR SERVICE SEAFOOD LEFT PANEL END (NARROW DEPTH) 2% LU 1 SSDNREHP NEW OPEN AIR SERVICE SEAFOOD RIGHT PANEL ENDCNARROW DEPTH) 7 BS als svc paceey , CUSTOMER SVC 9 = sroet sg 1 5'-6’ Ss xm rw, ZO = Wy % 1 og SO N ae 1 GE211-4K EXIST POWERED STRADDLE STACKER (4000 LB, CAP.) (KE, FRYS? ™ all = S =a ue J] K T AN DS zZ 1 GE212-4K EXIST | POWER PALLET JACK (4500 LBD & [R| KX COPIER. a 1 GE31-4S EXIST 4 ERECTA SHELV. (24°D) (STARTER? mn || S&S Ss P F50 1 GE31-4S RELO 4’ ERECTA SHELV. (24°D) (STARTER) L_ 13 GE6-3 NEW 3’ OVERHEAD GALV, STORAGE SHELV. (187 D) 5 — : REF DRY Ss © VENDOR SUPPLIED FLORAL SHOP g 1 ST1-480$ EXIST CHARGER & BATTERY ¢480V-1PH CHG, /24V-220A BATT. > WN i = —F— CARD FIXTURES 4’ SLATWALL sec Ke Y 24' HEAVY MDSE. (RELOC,) MAIN = ook. 12 (18°B, 66"H)(yy)_—W/ 10°D SOIL | TABLE DHX3B6 SH SS = F-SERVE RUG DR. SPRINKLER | I". K. | , i> 5 14D NEW 4’ ENCLOSED TABLE PANELS || FZR ol | \ eR [ep es & COFFEE CART US SCRAT & REL VALVE _. RM | N)EBOD=12 Cis pease 1 T6SF NEW 6’ OPEN TABLE W/UNDERSHELF (FLAT TOP> ee (RELOG,) < OG —= ‘| 4 ad 1 TEPSs NEW 8’ TABLE W/ OVERSHELF, UNDERSHELF, AND POLYTOP hes : ‘a i z roy — ames ‘ ] Ba ye ee ee OO | Water EJ9BE E}9BE (REL OC, SHUT-OFF N N a 07-0281-02 C] 7 C7 cy oO cl i. ‘- CT ct [7 0 ‘- 0 0 PM: JIM BABINE DRAWN: CE FIXTURE PLAN AND SCHEDULE FIXTURE PLAN FIXTURE SCHEDULE SCALE: 1/8" = 1'-0" SCALE: N.T.S. 1.1 me A M S6 4 8 8 SB A R L I E M L E - -\ J O B S \ 1 0 \ 1 0 1 6 3 \ C A D \ Q 1 0 6 E 1 . 2 . D W G \1 0 1 6 3 \ C A D \ Q 1 0 6 E 1 . 2 . d w g 10 RM E MU S S E R O O B A TP F :\ J O B S \ FI L E N A M E AN D PA T H : M PL O P H S BY A C H A I E 1 E3 Quality Food Centers 515 SHERIDAN ST ee 7 PORT TOWNSEND, WA 98368 (E)REFRIGERATION RACK #2 (E)REFRIGERATION POWER OFFICE MEZZANINE PLAN mo QUALITY FOOD | Sam rey CENTERS TANK VF D VF D 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 ~ —=— (E)WATER 206.662.9740 Se 206.622.3832 FAX (E)REFRIGERATION DEFROST (E)PANEL al (E)PANEL RI— SAKE (N)PROTECTIVE SCALE: 3/32" = 1'-0" (N)GENERATOR WITH WEATHERPROOF ENCLOSURE ON PAD- BOLLARDS (TYP). APPROXIMATE AREA FOR NEW PROPANE TANK FOR NEW GENERATOR. SEE ARCHITECTURAL. br, (E)UTILITY TRANSFORMER— (E)UTILITY (E)PANEL R 2 (E)CPC (E)RDP#2———— J CONTROLLER (E)RDP#1 (E)PANEL 1-15 (3) 15/2P CB, 125A MLO, , HARGIS 120/208V, 19, 3w POWER EQUIPMENT MEZZANINE PLAN SCALE: 3/32" = 1'-0" Hargis Engineers, Inc. 600 Stewart Street, Suite 1000 | Seattle, WA 98101 t | 206.448.3376 f| 206.448.4450 w | hargis.biz E2 ENGINEERS | MECHANICAL - ELECTRICAL - TELECOMMUNICATIONS (E)PROPANE SERVES (E) GEN/SET TO BE REMOVED— [ (E)PANEL C © SPLICE an S (EMI LEZ | -(E)PANEL x// (E)PANEL Po | HUE)ATS TO BE REMOVED 2 | |(E)PANEL O ((E)LIGHTING _-~> CONTACTORS§= | LL. * ys, 77 or —~{E)GEN/SET (ABOVE). AY (BELOW (E)PANEL LS mS - ALS BS TBE REMOVED oO (E)PANEL N (E)PANEL F f | _ earl || - My) ee ae pos Fi LZ , co [ a PR os gee mae i © La |ISH{E)PANEL M No = fe A -— sue — a = SS a “S C& cae A\| DATE [DESCRIPTION oY as LP Bae oo < a = pal vy ap ee 2 Leeann B ape RG (E)PANEL D1 —(E)PANEL D2- f 3 Es ope u 4 L POWER FLOOR PLAN N: SCM POWER PLANS SCALE: 3/32" = 1'-0" E1.2 1 CA R M E M = L E : M- \ W O B S \ 1 0 \ 1 0 1 6 3 \ C A D \ Q 1 0 6 E 1 . 6 . D W G A AN 6. d w g _ PL O P H S T BU A G H A R M E : M U S S E R O O B a TE E N A 3 5 OWNER FURNISHED LIGHT FIXTURE SCHEDULE NO. DESCRIPTION MANUFACTURER LAMP VOLT W LOCATION NOTE NAME CATALOG NO. QTY. TYPE P GALLERIA SQUARE ARCHITECTURAL AREA LUMINAIRE WITH (2) 400W HIGH MCGRAW GSM—AIR—400—HPS—208—AS—FG— 2 400W 208 | 900 |PARKING LOT 1 PRESSURE SODIUM LAMPS, FLAT GLASS LENSE AND ROUND POLE PER EDISON DURANODIC 313—-Al DARK BRONZE HIGH PRESSURE NOTE 1. —FF SODIUM NOTE: 1. POLES TO BE 22 FEET LONG, 11 GA STEEL ROUND AND TAPERED WITH WIND RATING AT 90 MPH. FACTORY APPLIED POWDER COAT PAINT FINISH TO MATCH DURANODIC 313—Al DARK BRONZE. \ FI L E N A M E AN D PA T H : M EXTERIOR LiGti Pores SHAW. NOT EXCEEID A HEIGHT: OF 1 fer ABove GRADE, INCLODING THE BASE. 17.44.1230 LCiGHTIN(] PTMC SEE ATI ACHED SITE ELECTRICAL PLAN E1 SCALE: 1" = 20'-0" j- LAG NOTES: 10 >= DEMO LUMINAIRES, POLE AND POLE BASE COMPLETE. [=> NEW LUMINAIRES, POLE AND POLE BASE. See, Maced may (se, — LI 4°x6” GASKETED HAND HOLE BOND #6 BARE COPPER GROUND TO POLE ANCHOR BOLTS PER POLE MANUFACTURER 2”, 45 DEGREE CHAMFER #3 REINFORCING TIES, 12” ON CENTER————__ | FINISH GRADE bv — an 5’-0” FOR UP TO 20’-0” POLE 6’-0” FOR UP LUMINAIRE. REFER TO SITE PLAN FOR QUANTITY OF HEADS PER POLE. LUMINAIRE POLE. REFER TO LIGHTING FIXTURE SCHEDULE FOR TYPE AND REQUIREMENTS. IN-LINE WEATHERPROOF FUSE HOLDERS WITH FUSES 3/4” NON—SHRINK CGD ROUT #3 REINFORCING TIES, 2” ON CENTER #6 BARE COPPER GROUND WIRE N 3/4"x8’ COPPER TO 30’—0” POLE 7 \ E2 . AR T. , i | T- (\ 2” LAUT LA \ 7 2 Ey SMTP Ly oz | He] : Lo { ESTEE a ae 2” CLEAR 24” DIAMETER CONCRETE BASE WELD GROUND ROD \\—__pye CONDUIT 4—-#5 VERTICAL REINFORCED BARS DETAIL - CONCRETE POLE BASE SCALE: NONE Quality Food Centers 515 SHERIDAN ST PORT TOWNSEND, WA 98368 QUALITY FOOD CENTERS 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 206.662.9740 206.622.3832 FAX HARGIS Hargis Engineers, Inc. 600 Stewart Street, Suite 1000 | Seattle, WA 98101 t | 206.448.3376 f| 206.448.4450 w | hargis.biz ENGINEERS | MECHANICAL - ELECTRICAL - TELECOMMUNICATIONS 0 10° = 20' 40' 4" = 20'-0" A\| DATE |DESCRIPTION SITE ELECTRICAL PLAN E1.6 9 SO A R L I E M : E: M: \ J O B S \ 1 0 \ 1 0 1 6 3 \ C A D \ Q 1 0 6 E 6 . 2 . D W G FI L E N A M E AN D PA T H : M: \ J O B S \ 1 0 \ 1 0 1 6 3 \ C A D \ Q 1 0 6 E 6 . 2 . d w g oT HS T BO A E H A R M E : mU S S e R O O B a TE A M NH /H MDP 2000A, 120/208V, 30, 4W Nee 3P SPACE ELECTRICAL RISER DIAGRAM SCALE: NONE S 7 8 9g 10 1. THOSE PORTIONS OF THE POWER DISTRIBUTION SYSTEM, PANELS AND FEEDERS, WHICH ARE NOT CALLED OUT AS NEW AND SHOWN WITH LIGHT LINES ARE EXISTING. _AG NOTES: PE REMOVE EXISTING 40 AMP, 3 POLE CIRCUIT BREAKER AND REPLACE WITH A 70 AMP, 3 POLE BREAKER. ( > (— >) ( RD PANEL ( | (~ B = | a ----—-+-- 7 = a _— eo 7 td 7 o . | | | | | | | | | | | | | | | | | ] | | ~ | ) , | | | | — -8 | | | | | | | | | | | | wee SPACE | | | | = [| 2 | | i 6 | O RDP#1 RDP#2 7 | PANEL PANEL PANEL | SN 1-15 R Ri OO -—O—=———NOT LABELED 200A 200A 200A, SP ~o- OST JHo=—— rer RACK #2 AQOA 400A, 3P JNERTHEREROOE ia PN | W ) 1 ENCLOSURE ! O- O ne #1 25KW | L , | | 77 ~ 7 a 6” SQUARE WIREWAY | : l | J) | ] GEN/SET, ONAN: | Yo ff $—1-1/2°C, 4#1/0 CU | . 12.5KW PTF /2°C, 4$1/ ! : 15.6KVA v4 7 " 4) V “4 PANEL A. rd 800A, 7 120/208V, a 39, 4W ( \ Y /| (— V4 \ / VA — i (— Va >) /| H Fy ——~, ) YW [ C, 4#4 CU Pa ) ~\ (- va v _ ale. a — _L _|- _|_ VA ie he _|_ _|_ _|_ _|_ _|_ a Fo oo | | Oo |]]l¢ , J | Foo | | oa | 0 Foo | | o | | 9 | | | | ATS 1 I (N) ATS | | | | | | | | | | | | | | | > STANDBY” STANDBY” | | | | | | | | | eo! ) | 100A, 3—POLE 100A, 3—POLE | | | | | | | | | | | | | | : | | | | ve So ' ‘eu | | | V i ! | | | | | | | | | | | | | | ; | o> | | °. — ___] | | | | | | ; | | | | " ; b | | | | TT | | | | | : 2 — PANEL P — =—— Va g _ a fo | _ | | _ | | __ a PANEL | PANEL PANEL . PANEL PANEL PANEL PANEL PANEL PANEL PANEL C SO0A, SP— O- p L ==] L, C, 444 CU 0 N FM M B D1 D2 200A 800A 225A O 225A 125A 200A 250A 250A PANEL D 200A, 3P——eo! LO | | | | | co | SPACE PANEL L eo = 200A, 3P __ | PANEL PANEL M | ~~ X 100A, 3P——+©O- —O PANEL C 125A 11 spbbig | FILECOPY FC Quality Food Centers 515 SHERIDAN ST PORT TOWNSEND, WA 98368 QUALITY FOOD CENTERS 3663 1ST AVENUE SOUTH SEATTLE, WASHINGTON 98134 206.662.9740 206.622.3832 FAX HARGIS Hargis Engineers, Inc. 600 Stewart Street, Suite 1000 | Seattle, WA 98101 t | 206.448.3376 f| 206.448.4450 w | hargis.biz ENGINEERS | MECHANICAL - ELECTRICAL - TELECOMMUNICATIONS lg AS Py e ” aa a DATE {DESCRIPTION ELECTRICAL RISER DIAGRAM E6.2