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HomeMy WebLinkAbout747 W Duarte Rd - 2024 - StarbucksA. B. C. D. E.F. G. H. I. J. K. L. M. THE DRAWINGS AND PROJECT MANUAL TOGETHER CONSTITUTE THE CONTRACT DOCUMENTS FOR CONSTRUCTION. ALL GENERAL REQUIREMENTS ARE TO BE MET AND ALL MATERIALS, FINISHES AND SYSTEMS ARE TO BE INSTALLED AND PERFORM PER SPECIFICATIONS UNLESS OTHERWISE NOTED.GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO CONSTRUCTION.GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO CONSTRUCTION.ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES.GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS.GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS.GENERAL CONTRACTOR SHALL RETAIN ONE SET OF PERMIT PLANS ON-SITE TO DOCUMENT ALL CHANGES MADE DURING CONSTRUCTION. THE RECORD DRAWINGS SHALL BE ISSUED TO THE OWNER AT PROJECT CLOSE-OUT AS DESCRIBED IN THE GENERAL REQUIREMENTS OF THE PROJECT MANUAL.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. SEE THE PROJECT MANUAL FOR ADDITIONAL INFORMATION.RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY".FOR THE PURPOSE OF THE DOCUMENTS, TO “INSTALL”, SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION, UNLESS OTHERWISE NOTED.ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS CONSTRUCTION MANAGER. GENERAL NOTESPROJECT CONTACTS MAILING ADDRESS: DESIGN MANAGER:KARINA LAGACESTARBUCKS COFFEE COMPANY(714) 477-2838KLAGACE@STARBUCKS.COM STARBUCKS COFFEE COMPANY2401 UTAH AVENUE SOUTHMS STOP: S-SD10SEATTLE, WASHINGTON 98134(206) 318-1575 CONSTRUCTIONMANAGER:JAKE VOLKOVSTARBUCKS COFFEE COMPANY714-477-2835; 714-655-4150 CJVOLKOV@STARBUCKS.COM ARCHITECT OF RECORD & MEP CONSULTANT OF RECORD: DEVELOPER:KATIE ROUNDSKAIDENCE GROUP 5070 N. 40TH STREET SUITE 210PHOENIX, ARIZONA 85018(480) 269-6613KROUNDS@KAIDENCEGRP.COM MAIKEL FARAGALLAURBAN DWELL ARCHITECTS43180 BUSINESS PARK DR. SUITE:203TEMECULA, CA 92590(714) 331-6114URBANDWELLARCHITECTS@OUTLOOK.COM LANDLORD:JASON ZHOUCX INVESTMENT GROUP LLC9168 LAS TUNAS DRIVE, TEMPLE CITY, CA 91780626-831-0593TC.TREELINE@GMAIL.COM LANDLORD ATTORNEY: ERIC DEANSHULMAN BASTIAN FIEDMAN & BUI LLP100 SPECTRUM CENTER DRIVE, STE. 600, IRVINE, CA 92618949-340-3400EDEAN@SHULMANBASTIAN.COM LANDLORD LEASING AGENT: KATHERINE QUACH / WENDY WONG TEAMTREELINE REALTY & INVESTMENT INC.9168 LAS TUNAS DRIVE, TEMPLE CITY, CA 91780626-656-2889TC.TREELINE@GMAIL.COM CONSTRUCTION PROJECT SPECIALIST LILY BECHTEL 714-477-2671LBECHTEL@STARBUCKS.COM DEVELOPER:KAIDENCE GROUP5070 N. 40TH STREET SUITE 210PHOENIX, ARIZONA 85018DIRECT: 480.269.6613 INDEX OF SHEETS LEGEND:X - SHEET ISSUEDR - SHEET ISSUED FOR REFERENCE AND COORDINATION ONLY SEE TITLEBLOCK FOR REVISION ISSUE DATE(S) SCOPE OF WORK NEW CONSTRUCTION FOR STARBUCKS COFFEE SHOP WITHIN ANEXISTING SHELL LEASE SPACE. NEW CONSTRUCTION INCLUDES:• SITE :- NEW CUSTOM POLY SIGNAGE- NEW DRIVE THRU EQUIPMENT- LANDSCAPE PATCH AND INFILL (SEE LANDSCAPE PLANS PART OF THISPERMIT)- NEW TRASH ENCLOSURE- DEMO ENTIRE PARKING LOT, SEE SHEET D001 FOR MORE INFO.• BUILDING :- NEW DT WINDOW- NEW ROOF MEMBRANE, SLOPES AND MECHANICAL EQUIPMENT- ADDITION OF EXTERIOR PATIO FURNITURE• INTERIOR :• NEW INTERIOR NON-BEARING PARTITION WALLS• NEW RESTROOMS• NEW BEVERAGE PREPARATION EQUIPMENT• NEW CASEWORK• NEW FLOOR FINISHES• NEW WALL FINISHES• NEW CEILING (ACT AND GYP. BD.)• NEW LIGHTING• NEW HVAC DIFFUSERS• NEW TRENCH EXISTING CONCRETE SLAB FOR PLUMBING AND ELECTRIC CODE AUTHORITIES: CITY OF ARCADIA MUNICIPAL CODE BUILDING CODE:2022 California Building Code PLUMBING CODE:2022 California Plumbing Code MECHANICAL CODE:2022 California Mechanical Code ELECTRICAL CODE:2022 California Electrical Code ENERGY CODE: 2022 California Energy Code FIRE CODE: 2022 California Fire Code HEALTH CODE:2022 California Retail Food Code ACCESSIBILITY CODE:CH 11B OF 2022 CBC GREEN BUILDING CODE: 2022 California Green Building Code (CGBC) ZONING:PARCEL NUMBER:5783-008-030LEASABLE AREA:6,294 SQ.FT CONSTRUCTION TYPE:V-B PROPOSED USE:RETAIL SALES AND SERVICES SITE INFORMATION VICINITY PLAN AERIAL MAP A/C AIR CONDITIONINGACTACOUSTICAL CEILING TILEADJADJUSTABLEAFFABOVE FINISHED FLOORAMPAMPEREARCHARCHITECT BOH BACK OF HOUSE CAB CABINETCLCENTER LINECLGCEILINGCMSTARBUCKS CONSTRUCTION MANAGERCTRCENTERCX COMMISSIONINGCXACOMMISSIONING AGENT DEG DEGREEDETDETAILDIADIAMETERDIMDIMENSIONDMSTARBUCKS DESIGN MANAGERDNDOWN EA EACHELELEVATIONEQEQUALEXISTEXISTINGEXTEXTERIOR FF&E FURNITURE, FIXTURE, AND EQUIPMENTFLRFLOORFOHFRONT OF HOUSEFOICFURNISHED BY OWNER, INSTALLED BY CONTRACTORFOIOFURNISHED BY OWNERINSTALLED BY OWNERFTFOOT/FEET G GROUNDGCGENERAL CONTRACTORGWBGYPSUM WALLBOARD HC HOLLOW COREHDWHARDWAREHMHOLLOW METALHORIZHORIZONTALHRHOURHTHEIGHTHVACHEATING, VENTILATINGAND AIR CONDITIONING I.D.INSIDE DIAMETER LEED LEADERSHIP IN ENERGYAND ENVIRONMENTAL DESIGNLLLANDLORDLVLOW VOLTAGE MAX MAXIMUMMEP"MECHANICAL, ELECTRICALAND PLUMBING"MFR MANUFACTURERMINMINIMUM NIC NOT IN CONTRACTNLNIGHT LIGHTNTSNOT TO SCALE OC ON CENTERO.D.OUTSIDE DIAMETER PIR PASSIVE INFRARED SENSORPLCPLACE R RADIUSREFREFERENCEREQ‘D REQUIREDREVREVISIONRNDROUND SB STARBUCKSSCSOLID CORESFSQUARE FEETSHTSHEETSIMSIMILARSPECSPECIFICATIONSQSQUARE TEMP TEMPORARYTYPTYPICAL UC UNDER COUNTERUNOUNLESS NOTED OTHERWISE VERT VERTICALVIFVERIFY IN FIELD ABBREVIATIONS X' XX" X N NORTH ARROW XXXX AFF ARCHITECTURAL SYMBOL LEGEND XXXXXW XX Scale: X =X 0 2 4 8 GRAPHIC SCALE DATUM POINT EXTERIORELEVATIONCALL-OUT INTERIORELEVATION CALL-OUT SECTION CALL-OUT DETAIL CALL-OUT REVISION TAG PAINTTAG DESIGN IDTAG DOORTAG WINDOWTAG SHEET NOTE CALLOUT ABOVE FINISH FLOOR HEIGHT TAG FINISH FACE TO FINISH FACE DIMENSION REVISION CLOUD X-X-XPTXXXXXXXXXXXXXXXXDXX INTERIOR WALL TAG GCLLSB RESPONSIBILITYLEGEND GENERAL CONTRACTORLANDLORDSTARBUCKS OCCUPANCY TYPE:A2 BUILDING AREA:5,273 SQ.FT LAND AREA: 31,680 SQ.FT TENANT AREA:5,273 SQ.FT BUILDING CLASSIFICIATION:C-G FIRE SPRINKLER:ACCORDING TO THE CITY REQUIREMENTS THE BUILDING WILL BE FIRE SPRINKLED BUILDING INFORMATION N.I.CZONE TYPE: C-G N.I.CZONE TYPE: C-G N.I.CZONE TYPE: R-3 N.I.CZONE TYPE: R-3 N.I.CZONE TYPE: R-3 N.I.CZONE TYPE: R-3 N.I.CZONE TYPE: R-3 APN: 5783-008-030 APN: 5783-008-031 APN: 5783-008-029 LOT LINE OF APN: 5783-008-030 W DUARTE RD W DUARTE RD W DUARTE RD STARBUCKS D201 5 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 4 : 1 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G001 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA GENERAL INFORMATION SHEET SHEET TITLE B I D S E T P E R M I T S E T R E V I S I O N 1 R E V I S I O N 2 R E V I S I O N 3 R E V I S I O N 4 GENERAL G001 GENERAL INFORMATION G001.2 GENERAL INFORMATION G001A EXISTING BUILDING PHOTOS G001B EXTERIOR RENDERED VIEWS G001C SIGNED RESOLUTION G002 LIFE SAFETY AND ACCESSIBILITY PLAN G003 MAXIMUM TRAVEL DISTANCE G003A CAL-GREEN REQUIREMENTS G003B CAL-GREEN REQUIREMENTS G003C CAL-GREEN REQUIREMENTS G006 COMPOSITE PLAN G007 ENLARGED COMPOSITE PLAN G009 ACCESSIBILITY NOTES & DETAILS G009 A ACCESSIBILITY NOTES& DETAILS G010 ACCESSIBILITY RESTROOM DETAILS G011 SITE ACCESSIBILITY G012 OUTLINE SPECIFICATIONS G013 OUTLINE SPECIFICATIONS G014 OUTLINE SPECIFICATIONS G015 OUTLINE SPECIFICATIONS G016 OUTLINE SPECIFICATIONS G017 OUTLINE SPECIFICATIONS G018 OUTLINE SPECIFICATIONS Demolition D001 DEMO SITE PLAN D101 DEMO FLOOR PLAN D102 DEMO MEZZANINE FLOOR PLAN D103 DEMO ROOF PLAN D201 DEMO EXTERIOR ELEVATIONS CIVIL C001 TITLE SHEET C002 DEMOLITION PLAN C003 SITE & PAVING PLAN C004 PRECISE GRADING PLAN C005 STREET IMPROVEMENT PLAN C006 CROSS SECTIONS C007 STORM DRAIN PLAN C008 UTILITY PLAN C009 EROSION CONTROL PLAN C010 DETAILS C011 DETAILS C012 DETAILS C013 DETAILS C014 DETAILS LANDSCAPING L001 LANDSCAPE PALLETTE L101 LANDSCAPE PLAN L102 LANDSCAPE DIMENSION PLAN L201 LANDSCAPE DETAILS L202 LANDSCAPE SPECIFICATION L202B LANDSCAPE SPECIFICATIONS L301 IRRIGATION PLAN L302 IRRIGATION PLAN L303 IRRIGATION DETAILS ARCHITECTURAL A001 ARCHITECTURAL OVERALL SITE PLAN A001A ARCHITECTURAL SITE PLAN A001B ENLARGED SITE PLAN A001C RECYCLING TRUCK MANEUVERABILITY PLAN A001D OVERALL SITE PLAN ON ALTA SURVEY A002 ARCHITECTURAL SITE DETAILS A003 ARCHITECTURAL SITE DETAILS A004 ARCHITECTURAL SITE DETAILS A005 ARCHITECTURAL SITE DETAILS A006 TRASH ENCLOSURE A007 TRASH ENCLOSURE ELEVATION A008 TRASH ENCLOSURE DETAILS A101 BUILDING FLOOR PLAN A102 BUILDING FLOOR PENETRATION PLAN A103 BUILDING ROOF PLAN A201 BUILDING EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A506 ROOF DETAILS A507 DT WINDOW DETAILS A509 TYPICAL FLASHING DETAILS STRUCTURAL -S N - 1.0 STRUCTURAL NOTES & SPECIFICATIONS -SD- 1.0 STRUCTURAL DETAILS S1- 1.0 FOUNDATION PLAN S1- 2.0 ROOF FRAMING PLAN S1- 3.0 TRASH ENCLOSURE PLAN INTERIORS I101 FF & E PLAN I101B ENLARGED ENGINE PLAN I102 CASEWORK PLAN I102A ENLARGED CASEWORK PLAN I102C ENLARGED UPPER CASEWORK I103 REFLECTED CEILING PLAN I103B REFLECTED CEILING DIMENSION PLAN I104 FLOOR FINISH PLAN I105 WALL FINISH PLAN I201 INTERIOR FINISH ELEVATIONS I202 INTERIOR FINISH ELEVATIONS I203 INTERIOR FINISH ELEVATIONS I204 INTERIOR FINISH ELEVATIONS I210 INTERIOR RENDERED VIEWS 1. 2. 3. 4. PLANS FOR FIRE SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS WILL BE SUBMITTED UNDER SEPARATE PERMITS WHEN APPLICABLE.CONTRACTOR TO SUBMIT TO THE FIRE DEPARTMENT FIRE SPRINKLER SHOP DRAWINGS FOR REVIEW AND APPROVAL AS REQUIRED.ALL BUILDING AND SITE SIGNAGE TO BE UNDER SEPARATE REVIEW AND APPROVAL.ALL SITE WORK TO BE UNDER A SEPARATE REVIEW AND APPROVAL. DEFERRED/ SEPARATE SUBMITTAL SITE SURVEY DISCLAIMER I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANTIMPROVEMENT PROJECT. I HAVE INSPECTED THE SITE/PREMISES ANDDETERMINED THAT EXISTING CONDITIONS ARE IN FULL COMPLIANCE WITHCURRENT SITE ACCESSIBILITY REQUIREMENTS TO THE EXTENT REQUIRED BY LAW. I AM THE DESIGNER/OWNER IN RESPONSIBLE CHARGE OF THIS TENANTIMPROVEMENT PROJECT. I HAVE INSPECTED THE TOILET AND BATHINGFACILITIES FOR MEN AND WOMEN, AND DETERMINED THAT THE EXISTINGCONDITIONS ARE IN FULL COMPLIANCE WITH CURRENT ACCESSIBILITYREQUIREMENTS TO THE EXTENT REQUIRED BY LAW. IF THE CITY BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS, A COMPLETE AND DETAILED REVISED PLANS CLEARLY SHOWING ALL EXISTING NON-COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY REQUIREMENTS (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) WILL BE SUBMITTED TO THE DEPARTMENT FOR REVIEW AND APPROVAL. DESIGNER NAME: MAIKEL FARAGALLA_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SIGNATURE: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ SHEET SHEET TITLE B I D S E T P E R M I T S E T R E V I S I O N 1 R E V I S I O N 2 R E V I S I O N 3 R E V I S I O N 4 I211 INTERIOR RENDERED VIEWS I301 ENLARGED ENGINE ELEVATIONS I401 RESTROOM PLAN & ELEVATIONS I402 RESTROOM PLAN & ELEVATIONS I403 RESTROOM PLAN & ELEVATIONS I501 PARTITION DETAILS I501B PARTITION DETAILS I501C PARTITION DETAILS I502 CASEWORK DETAILS I502A CASEWORK DETAILS I502B CASEWORK DETAILS I502C CASEWORK DETAILS I502D CASEWORK DETAILS I502E CASEWORK DETAILS I502F CASEWORK DETAILS I503 FLOOR & WALL FINISH DETAILS I504 CEILING DETAILS I504B CEILING DETAILS I504C CEILING DETAILS I505 FRONTBAR DETAILS I506 PLUMBING DETAILS I506 A PLUMBING DETAILS I506 B PLUMBING DETAILS I507 ELECTRICAL DETAILS I507 A ELECTRICAL DETAILS I601 CASEWORK AND FF&E SCHEDULES I601B CASEWORK AND FF&E SCHEDULES I602 INTERIOR FINISHES SCHEDULES ELECTRICAL E-0001 ELECTRICAL GENERAL NOTES E-0002 ELECTRICAL SPECIFICATIONS E-0003 ELECTRICAL SCHEDULES E-0004 ELECTRICAL SITE PLAN E-0005 EXTERIOR LIGHTING PLAN E-1000 LIGHTING PLAN E-1100 LUTRON SYSTEM LAYOUT E-1200 LUTRON SINGLE LINE INFO E-1300 LUTRON SINGLE LINE DIAGRAM E-1400 LUTRON SINGLE LINE DIAGRAM E-2000 ELECTRICAL DESIGN PLAN E-2100 ENLARGED ELECTRICAL PLACEMENT PLAN E-3000 ELECTRICAL DETAILS E-3100 ELECTRICAL DETAILS E-4000 ELECTRICAL SINGLE LINE DIAGRAM E-4100 ELECTRICAL PANEL SCHEDULES E-5000 ENERGY COMPLIANCE FORM E-5100 ENERGY COMPLIANCE FORM E-6000 ELECTRICAL ROOF PLAN MECHANICAL M001 MECHANICAL NOTES M002 MECHANICAL SCHEDULES M101 MECHANICAL DESIGN PLAN M102 ROOF TOP PLAN M201 TITLE 24- FORM M202 TITLE 24- FORM M301 MECHANICAL DETAILS PLUMBING P001 PLUMBING NOTES P002 PLUMBING SCHEDULES P101 PLUMBING SUPPLY PLAN P102 PLUMBING WASTE & VENT PLAN P103 PLUMBING ISOMETRIC P201 PLUMBING DETAILS P202 PLUMBING DETAILS P203 PLUMBING DETAILS P204 PLUMBING DETAILS Grand total: 153 ALLOWABLE AREA CALCULATIONS: Aa = At + (NS x If)Aa =Allowable area (square feet).At =Tabular allowable area factor (NS, S1, S13R or S13D value, as applicable) in accordance with Table 506.2.NS =Tabular allowable area factor in accordance with Table 506.2 for nonsprinklered building (regardless of whether the building is sprinklered).If =Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3. Aa = 24000 + (6000 x 0) = 24000 SQ.FT Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 4 : 1 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G001.2 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA GENERAL INFORMATION 1.A CONCRETE SLAB IS PROVIDED FOR TRASH, GARBAGE, AND GREASE CONTAINER. IF WALLS ENCLOSE AREA, THE INTERIOR WALL SURFACES WILL BE SMOOTH, SEALED AND WASHABLE (E.G., PLASTERED SMOOTH AND PAINTED, ETC.). 2.ALL FOOD-RELATED AND UTENSIL-RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED PROGRAM. 3.ALL FLOOR MOUNTED EQUIPMENT WILL BE INSTALLED ON MINIMUM 6" SANITARY LEGS, CASTORS, OR COMPLETELY SEALED IN POSITION ON A 4 " HIGH CURB WITH CONTINUOUSLY COVED BASE. COUNTERTOP EQUIPMENT WILL BE ON 4-INCH SANITARY LEGS OR SEALED TO THE COUNTER UNLESS READILY MOVABLE. 4.IF SOFT DRINK, ICE OR OTHER DISPENSERS ARE SELF-SERVICE, OR IF REFILLS ARE PROVIDED THEY MUST BE PUSH BUTTON TYPES, OR LEVER TYPES WHERE THE LEVER CONTACTS THE CONTAINER AT LEAST ONE INCH BELOW THE RIM. 5.ANY OPENABLE WINDOWS VENT OPENINGS OR OTHER SIMILAR OPENINGS MUST BE PROVIDED WITH TIGHT FITTING SCREENS OF MINIMUM 16-MESH TO THE INCH. WINDOWS TO BE FIXED AT FOOD PREP, UTENSIL-WASHING, OPEN FOOD AND UTENSIL STORAGE AREAS. 6.ALL EXTERIOR DOORS OPEN OUTWARD AND ARE SELF-CLOSING AND TIGHT FITTING. 7.BI-FOLD, FRENCH, ACCORDION STYLE AND ROLL-UP DOORS CANNOT OPEN INTO THE FOOD PREP, UTENSIL WASHING OR UNPACKAGED FOOD SERVICE AREAS. 8.TOILET ROOM AND DRESSING ROOM DOORS MUST BE SELF-CLOSING, TIGHT FITTING. 9.DELIVERY DOORS TO HAVE AIR CURTAIN FANS THAT SPAN THE WIDTH OVER THE DOOR. THE FAN MUST ACTIVATE VIA A MICROSWITCH PROVIDING A MINIMUM VELOCITY OF 1600 FPM MEASURED 3 FEET ABOVE THE GROUND. 10.A MINIMUM OF 10 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED IN WALK-IN REFRIGERATED STORAGE AND DRY STORAGE ROOMS AND AT LEAST 20-FOOT CANDLES IS PROVIDED WHERE FOOD IS PROVIDED FOR CONSUMER SELFSERVICE, WHERE FRESH PRODUCE OR PREPACKAGED FOODS ARE SOLD OR OFFERED FOR CONSUMPTION; INSIDE EQUIPMENT SUCH AS REACH-IN AND UNDER-COUNTER REFRIGERATORS; IN AREAS USED FOR HANDWASHING, WAREWASHING, EQUIPMENT AND UTENSIL STORAGE, AND IN TOILET ROOMS. 11.A MINIMUM OF 50 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED WHEN WORKING WITH FOOD OR WORKING WITH UTENSILS OR EQUIPMENT SUCH AS KNIVES, SLICERS, GRINDERS, OR SAWS WHERE EMPLOYEE SAFETY IS A FACTOR AND IN ALL AREAS DURING PERIODS OF CLEANING. 12.SHATTERSHIELDS FOR ALL LIGHTS ABOVE FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE PROVIDED. 13.ALL WAREWASHING SINKS TO HAVE 3 COMPARTMENTS THAT ARE A MINIMUM SIZE OF AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. IF AGAINS 14.SINKS TO HAVE SPOUT(S) CAPABLE OF REACHING EACH COMPARTMENT. 15.FOOD PREP SINK COMPARTMENT(S) TO BE AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD. SEPARATE FOOD PREP SINKS TO BE PROVIDED FOR MEATS AND PRODUCE. 16.THE 3 OR 4 COMPARTMENT BAR SINK TO BE AT LEAST 12"X12"X10" DEEP (OR 10"X14"X10" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. 17.A SEPARATE WET WASTE DUMP FIXTURE SHALL BE PROVIDED FOR DISPOSAL OF DRINK OR WASTE ICE OR COFFEE WASTE. 18.EACH HANDWASHING SINK MUST HAVE PERMANENTLY MOUNTED SINGLE-SERVICE SOAP AND PAPER TOWEL DISPENSERS. 19.THE HOT WATER HEATER WILL BE A COMMERCIAL TYPE CAPABLE OF CONSTANTLY SUPPLYING HOT WATER AT A TEMPERATURE OF 120ºF TO ALL SINKS. IN SIZING THE WATER HEATER, THE PEAK HOURLY DEMAND FOR ALL SINKS, ETC., ARE ADDED TOGETHER TO DETERMINE THE MINIMUM REQUIRED RECOVERY RATE. 20.ALL LAVATORIES OR HAND SINKS WILL HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WATER TEMPERED TO 100ºF. SELF-CLOSING OR METERED FAUCET TO PROVIDE AT LEAST 15 SECONDS OF WATER WITHOUT REACTIVATION. 21.ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS, PLUMBING, ETC. SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS. 22.CONDUITS, PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING. 23.HANDWASH WATER SHALL BE 100-108 DEGREES (F) FOR AT LEAST 15 SECONDS WITHOUT REACTIVATION. 24.ALL LIQUID WASTE SHALL BE DRAINED BY MEANS OF INDIRECT WASTE PIPES INTO A FLOOR SINK. FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE SUITABLE EASILY REMOVABLE SAFETY COVER GRATES. 25.FLOOR SINK TO BE 50% EXPOSED WHEN NO ACCESS IS PROVIDED FOR CLEANING OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT. 26.APPROVED BACKFLOW PREVENTION DEVICES SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. HOSES SHALL NOT BE ATTACHED TO A FAUCET OR HOSE BIBB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED. 27.WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP. 28.FOR CLEANING FLOOR MATS, THE JANITORIAL SINK TO BE A MINIMUM 24" BY 24" 29.THE JANITORIAL SINK FAUCET WILL HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE. NO CHEMICAL DISPENSING SYSTEMS OR SHUTOFF VALVES TO BE ATTACHED TO MOP SINK FAUCET OUTLET (UNLESS A "SIDEKICK" PLUMBING DEVICE IS INSTALLED). 30.NO CONDENSATE OR WASTEWATER INCLUDING HVAC WILL DRAIN INTO THE JANITORIAL SINK. 31.GREASE TRAP TO BE LOCATED OUTSIDE THE FOOD SERVICE ACTIVITY AREA, FLUSH WITH THE FINISHED FLOOR WHEN INDOORS. LOCAL WASTEWATER DISTRICT OR BUILDING DEPARTMENT TO BE CONTACTED FOR GREASE REMOVAL REQUIREMENTS. 32.FLOOR DRAINS SHALL BE INSTALLED IN FLOORS THAT ARE WATER-FLUSHED FOR CLEANING AND IN AREAS WHERE PRESSURE SPRAY METHODS FOR CLEANING EQUIPMENT ARE USED, IN RESTROOMS, JANITORIAL ROOMS, SCULLERIES, AND AT BARS WITH WAREWASHING. FLOOR SURFACES IN AREAS PURSUANT TO THIS SHALL BE SLOPED 1:50 TO THE FLOOR DRAINS. 33.ADEQUATE VENTILATION IS TO BE PROVIDED TO ALL TOILET ROOMS, JANITOR CLOSETS WITH MOP SINKS, AND INDOOR TRASH ROOMS AND IN DRESSING / CHANGE ROOM(S). 34. THE FLOOR FINISH WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT AND WALKWAYS WILL HAVE A LIGHT TEXTURE ONLY. 35.THE PAINT USED ON WALLS AND CEILINGS OF ALL KITCHEN, FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE A GLOSS OR SEMI-GLOSS ENAMEL. FINISH MATERIAL SHALL BE A LIGHT COLOR IN FOOD PREP AREAS FOR EASY CLEANING. 36.PRIOR TO INSTALLATION, SAMPLES OF FINISHES TO BE SUBMITTED TO ENVIRONMENTAL HEALTH FOR APPROVAL AS NEEDED. 37.COLD STORAGE ROOMS SHALL BE PROVIDED WITH A SECTION OF SHELVING INSTALLED TO HOLD SHALLOW COOL DOWN PANS -NOT TO EXCEED 4" IN HEIGHT. SPACE BETWEEN SHELVING TO BE AT LEAST 8" HIGH. 38.BACKUP DRY STORAGE SHELVING SHALL BE A MINIMUM OF 96 LINEAR FEET (MEASURED WITH TIERS) OR 25% OF KITCHEN, FOOD PREP, AND WORK AREAS, WHICHEVER IS GREATER. SHELVING SHALL BE AT LEAST 18 INCHES DEEP AND START A MINIMUM SIX INCHES OFF THE FLOOR SURFACE. 39.SHELVING OVER WET AREAS (SINKS, MOP SINKS ETC.) AND FOOD PREP SURFACES WILL BE METAL. 40.ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. ENVIRONMENTAL HEALTH NOTES STORM WATER QUALITY NOTES • • • • • • THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT: CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, LA/CC REGION, AND THE CITY OF ARCADIA LAND DEVELOPMENT CODE SUFFICIENT BMP'S MUST BE INSTALLED TO PREVENT SILT, MUD, OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMP'S. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE N THE SITE. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. FIRE NOTES 1. LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE INACCORDANCE WITH CFC 906 AND CALIFORNIA CODE OF REGULATIONS (CCR),TITLE 19. 2. DURING CONSTRUCTION AT LEAST ONE EXTINGUISHER SHALL BE PROVIDEDON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE ANDCONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLELIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS AREPRESENT PER CFC SECTION 3315.1. 3. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALLCONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORKSHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 4. ADDRESS IDENTIFICATION SHALL BE PROVIDED FOR ALL NEW AND EXISTINGBUILDINGS IN A LOCATION THAT IS PLAINLY VISIBLE AND LEGIBLE FROM THESTREET OR ROAD FRONTING THE PROPERTY. WHERE ACCESS IS BY WAY OF APRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THEPUBLIC WAY, AN APPROVED SIGN OR MEANS SHALL BE USED TO IDENTIFY THESTRUCTURE. PREMISES IDENTIFICATION SHALL CONFORM TO CBC SECTION 501.2. 5. WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THEINTERIOR FINISH CLASSIFICATIONS IN CBC TABLE 803.11 AND SHALL MEET THEFLAME PROPAGATION PERFORMANCE CRITERIA OF THE CALIFORNIA CODE OFREGULATIONS, TITLE 19, DIVISION 1. DECORATIVE MATERIALS SHALL BEPROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIREMARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE CITY OF ARCADIA. 6. KEY BOXES SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOLENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES,SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/ORANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE ACCESS TOAN AREA IS RESTRICTED. 7. DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOTBE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS,OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY ANAPPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURESEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN1 CUBIC YARD SHALL BE OF NON- OR LIMITED-COMBUSTIBLE MATERIALS ORSIMILARLY PROTECTED OR SEPARATED. CFC 304.3 8. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHERLOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BYCURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. 9. OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED BY THE CITY OF ARCADIA AND CFC 308. 10. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS ATALL TIMES. NO STORAGE IS PERMITTED IN ANY EGRESS PATHS. 11. FIRE AND/OR SMOKE DAMPERS, ASSEMBLIES, INCLUDING SLEEVES, ANDINSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTORPRIOR TO INSTALLATION. 12. ACCESS TO FIRE AND SMOKE DAMPERS, LARGE ENOUGH TO PERMITINSPECTION AND MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS,SHALL BE PROVIDED. THE ACCESS SHALL NOT AFFECT THE INTEGRITY, NORREDUCE THE FIRE-RESISTANCE RATING OF THE FIRE-RESISTANCE-RATEDASSEMBLIES. ACCES POINTS SHALL BE PERMANENTLY IDENTIFIED ON THEEXTERIOR BY A LABEL HAVING LETTERS NOT LESS THAN 0.5" IN HEIGHT READING:FIRE/SMOKE DAMPER, SMOKE DAMPER OR FIRE DAMPER. ACCESS DOORS INDUCTS SHALL BE TIGHT FITTING AND SUITABLE FOR THE REQUIRED DUCTCONSTRUCTION. CBC 717.4 GENERAL REQUIREMENT NOTES 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE ONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLYMAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.@ (PER ORDINANCE 170,158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) SEPARATE PLUMBING PERMIT IS REQUIRED. 3. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 4. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. MEANS OF EGRESS 1. SHOW DETAILED SUMMARY OF THE FLOOR AREA AND ALL DEDUCTIONS FOR GROSS AND/OR NET FLOOR AREA. (1004.1) 2. USE CORRECT OCCUPANT LOAD FACTOR FOR THE FUNCTION OF SPACE ACCORDING TO TABLE 1004.5 1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED 2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 IUX). 3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER=S INSTRUCTIONS AND SECTION 2702. 4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. (1013.3) 5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS (1013.6.3) 6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDEWITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1010.2.1AND 1010.2.2 FOR EXCEPTIONS. 7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 44" ABOVE THE FINISHED FLOOR 8. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 9. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.2 10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 11. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE 12. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES= ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLYILLUMINATE THE FOLLOWING AREAS: A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS; C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.5, FOR EXIT DISCHARGEDOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. 14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TODECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40TO 1 SHALL NOT BE EXCEEDED. Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 4 : 1 5 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G001A 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA EXISTING BUILDINGPHOTOS Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 4 : 1 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G001B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA EXTERIOR RENDEREDVIEWS Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 4 : 2 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G001C 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA SIGNED RESOLUTION Revision Schedule Rev Date By Description 05/08/2024 A. B. C. D. EVERY ROOM OR SPACE THAT IS ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT ACCESS DOORWAY. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER AUTHORIZED AGENT. (1004.9) EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SIMILAR SPACES. (1016.2) PANIC AND FIRE EXIT HARDWARE, WHERE INSTALLED ON DOORS IN THIS BUILDING SHALL SATISFY THE FOLLOWING (1010.1.10): 1)THE ACTUATION PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH. 2)THE MAXIMUM UNLATCHING FORCE DOES NOT EXCEED 15 POUNDS (6.8 KG). 3)PIVOTED OR BALANCED DOORS SHALL BE OF THE PUSH-PAD TYPE WHERE PANIC HARDWARE IS REQUIRED AND THE PAD SHALL NOT EXTEND ACROSS MORE THAN ONE-HALF OF THE DOOR WIDTH, MEASURED FROM THE LATCH SIDE. 4)PANIC HARDWARE LISTED IN ACCORDANCE WITH UL 305. 5)FIRE EXIT HARDWARE LISTED IN ACCORDANCE WITH UL 10C AND UL 305. STRUCTURAL ELEMENTS, FIXTURES OR FURNISHINGS SHALL NOT PROJECT HORIZONTALLY FROM EITHER SIDE MORE THAN 4 INCHES (100 MM) OVER ANY WALKING SURFACE BETWEEN 27 INCHES (685 MM) AND 80 INCHES (2030 MM) ABOVE THE WALKING SURFACE.EXCEPTION: HANDRAILS SERVING STAIRS AND RAMPS ARE PERMITTED TO PROTRUDE 4 1/2 INCHES (115 MM) FROM THE WALL. (1003.3.3) E. THE PATH OF EGRESS TRAVEL EXITS AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF SECTION 1013 AND AS NOTED BELOW: 1)EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. MEANS OF EGRESS NOTES F. G. H. 2)EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. 3)NO POINT IN A CORRIDOR SHALL BE MORE THAN 100 FT (30.5 M) OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. WHERE KEY OPERATED LOCKING DEVICES ARE USED, POST A SIGN ON OR ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1 INCH (25 MM) LETTERING STATING THAT "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". (1010.1.9.4) EGRESS DOORS OR GATES SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES (860 MM) TO 48 INCHES (1220 MM) ABOVE FINISHED FLOOR. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (1010.1.9) LANDINGS SHALL BE PROVIDED ON EACH SIDE OF DOORS AND SUCH LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE DOOR AND LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 INCHES (11120 MM). (1010.1.5, 1010.1.6) KEYNOTES 1 THRESHOLDS TO BE BARRIER FREE COMPLIANT PER ALL APPLICABLE CODES. 2 BARRIER-FREE PATH OF TRAVEL. 3 30" (160 MM) X 48" (1220 MM) CLEAR FOR WHEELCHAIR ACCESS. 4 60" (1525 MM) DIAMETER MINIMUM TURN RADIUS FOR WHEELCHAIR ACCESS. 5 32" (815 MM) MINIMUM CLEAR AT RESTROOM DOOR. 6 POS TRANSACTION PLANE, CONDIMENT CART TOP AND HAND-OFF PLANE ARE34 INCHES (860 MM) ABOVE THE FINISHED FLOOR FOR WHEELCHAIRACCESSIBILITY. 7 PROVIDE BARRIER-FREE SIGNAGE AT ACCESSIBLE RESTROOMS PER ALLAPPLICABLE CODES. 8 PROVIDE TACTILE "EXIT" SIGNAGE. 9 PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN WHERE REQUIREDBY APPLICABLE LAWS OR CODES. 10 GC TO POST A SIGN SPECIFYING OCCUPANT LOAD (151 OCC). 11 PROVIDE PANIC AND FIRE EXIT HARDWARE FOR EGRESS DOORS. 12 SEE ENLARGED RESTROOM PLAN AND ELEVATIONS SHEET(S) FOR ADDITIONALINFORMATION ON ACCESSIBLE RESTROOM CLEARANCES. LEGEND TRAVEL DISTANCE EMERGENCY LIGHT X'-X" (XXMM) BARRIER FREE PATH OF TRAVEL (MIN 3'-0" (915MM) - NO PINCH POINT) EXIT SIGN FIRE EXTINGUISHER ADA ACCESSIBLE SEATING36" (915MM) X 48" (1220MM) CLEAR AREA OCCUPANCY LOAD LEGEND RETAIL AREA WORKROOM CAFE SEATING WAITING AREA OFFICE & PARTNER REST AREA BACKBAR HEALTH DEPT. FINISH SCHEDULE - INTERIOR OC. SEATING AREA: 407/15+(274/18)/2+5)+(348/18) /2+7)=62 OCC WAITING AREA 222/15= 15RETAIL AREA: 875/100 = 9 OCCBACKBAR: 578/100 = 6 OCCWORKROOM: 713/50 = 15 OCC OFFICE: 93/150 = 1 OCC TOTAL INTERIOR OCC. = 108 OCC - EXTERIOR OCC. OUTDOOR SEATING AREA: ((213/18/2)+2 ) x 2 = 18 OCC - GRAND TOTAL = 126 OCC PLUMBING FIXTURE OCCUPANT LOAD CALCUALTION (TABLE A - 2022 CPC): BARFLOOR:CERAMIC FLOOR TILESWALL:WALL TILE, BACKSPLASH, WITH POLYVINYL BASECEILING:GYPSUM CEILING CAFEFLOOR:CERAMIC FLOOR TILESWALL:PAINTED FINISH - WALL COVERING CERAMIC 3/8'' - COVED BASE TILECEILING:ACOUSTICAL CEILING TILE- GYPSUM CEILING WORKROOM FLOOR:CERAMIC FLOOR TILESWALL:FRP WITH POLYVINYL BASECEILING:ACOUSTICAL CEILING TILE RESTROOMFLOOR:CERAMIC FLOOR TILESWALL:WALL TILE+ FRP CERAMIC + 3/8'' COVED BASE TILECEILING:PAINTED GYPSUM CEILING A.GENERAL CONTRACTOR TO SCHEDULE WITH REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT THE VENDOR. B.THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. C.ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. D.EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS E.WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. F.EACH HAND WASHING WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. G.REFERENCE INTERIOR SCHEDULE SHEETS (I600 SERIES) FOR ADDITIONAL INFORMATION. H.PROVIDE SNEEZE GUARDS WHERE REQUIRED BY JURISDICTION. I.ALL FOOD STORAGE AND DISPLAY SHELVING SHALL BE A MINIMUM 6" (150MM) ABOVE FINISH FLOOR. HEALTH DEPT. PLAN NOTES NOT USED NOT USED 2 2 2 2 2 2 222 2 2 2 2 2 222 2 2 33 3 3 4 4 6 6 4 4 4 4 5 7 3 3 33 1 891011 1 8 9 10 11 3 75 O C C . 34X0.2= 6.8'' REQUIRED72'' PROVIDED 2 OCC.25 OCC.47 OCC. 76 OCC.33X0.2= 6.6'' REQUIRED72'' PROVIDED 10 OCC. 3 OCC. 10 OCC. 4 O C C . 24OCC.24 OCC. 3 OCC. 1 OCC. 7 OCC. 6 O C C . 1 O C C . 1 OCC. 2 OCC.3 OCC. OLF: OL: 285 SF CAFE SEATING 02 20 15 OLF: OL: 501 SF WORKROOM 2 300 OLF: OL: 212 SF PARTNERS REST AREA 5 50 OLF: OL: 578 SF BACKBAR 3 200OLF: OL: 222 SF WAITING AREA 45 5 OLF: OL: 144 SF BANQUETTESEATING AREA 02 20+7=27 18 OLF: OL: 93 SF CAFE SEATING 03 6 15 OLF: OL: 93 SF MANAGER'S DESK 1 100 OLF: OL: 29 SF CAFE SEATINGAREA 04 2 15OLF: OL: 63 SF CAFE SEATINGAREA 05 4 15 OLF: OL: 117 SF BANQUETTESEATING AREA 01 16+5=21 18 OLF: OL: 28 SF VESTIBULE 0 0 OLF: OL: 182 SF RR1 0 0 3' - 8 " 274 IN 348 IN OLF: OL: 150 SF RR2 0 0 5 OCC. 1 OCC. 8 O C C . 1 O C C . 11 O C C . 2 OCC. 22 O C C . 19 O C C . 9 O C C . 9 OCC.23 O C C . 22 O C C . 10 OCC. 47 O C C . 27 OCC. 31 O C C . OUTDOOR SEATING AREA 02 125 SF OUTDOOR SEATING AREA 02 125 SF ELECTRICAL ROOM 4 OLF: OL: 828 SF RETAIL AREA 15 60 12 6' - 2 " 3 3 3 FIRE RISER ROOM C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 4 : 5 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G002 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA LIFE SAFETY ANDACCESSIBILITY PLANN **RETAIL ESTABLISHMENT SERVES WATER UPON REQUEST. *IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF THE REQUIREDWATER CLOSETS IN ASSEMBLY OCCUPANCIES. PROVIDED 2 M 3 F 1 M 1 M 1 F REQUIRED 2 M 3 F 1 M 1 M 1 F (MALE) 1:1-50 / (FEMALE) 1:1-25 (MALE) 1:1-150 / (FEMALE) 1:1-150FIXTURES WATER CLOSETS URINALS*LAVATORY 63 OCC.63 OCC.126 OCC.OCCUPANCY MALE FEMALE TOTAL CALCULATION PER CPC TABLE 422.1 & TABLE A (OLF) (OUTDOOR SEATING IS INCLUDED IN THE OVERALL OCCUPANT LOADFOR THIS TABLE) / BOTH RESTROOMS ARE UNISEX PLUMBING FIXTURE CALCULATIONS TOTAL OCC. LOAD:151 OCC. RESTROOMS: 312 SQ. FT. / 0 SQ. FT. / OCC.0 OCC. VESTIBULE: 29 SQ. FT. / 0 SQ. FT. / OCC.0 OCC. WAITING AREA: 222 SQ. FT. / 5 SQ. FT. / OCC.45 OCC. MANAGER'S DESK: 93 SQ. FT. / 100 SQ. FT. / OCC.1 OCC. PARTNERS AREA: 213 SQ. FT. / 50 SQ. FT. / OCC.5 OCC. WORKROOM: 500 SQ. FT. / 300 SQ. FT. / OCC.2 OCC. BACKBAR : 578 SQ. FT. / 200 SQ. FT. /3 OCC. RETAIL : 875 SQ. FT. / 60 SQ. FT. / OCC.15 OCC. CAFE: 323 SQ. FT. / 15 SQ. FT./ OCC. + 622/18 + 12 80 OCC. OCCUPANCY CALCULATIONS Scale: 3/16" = 1'-0" 011ST FLOOR - LIFE SAFETY ACCESSIBILITY PLAN 0 2'4'8' Scale: 1/4" = 1'-0" ROOM SCHEDULE NAME AREA PARTNERS REST AREA 212 SF RR1 182 SF WORKROOM 501 SF CAFE SEATING 02 285 SF BANQUETTE SEATING AREA 02 144 SF CAFE SEATING AREA 04 29 SF ROOM 01 (NOT USED)240 SF ROOM 02 (NOT USED)223 SF MANAGER'S DESK 93 SF RR2 150 SF ELECTRICAL ROOM 487 SF VESTIBULE 28 SF BACKBAR 578 SF WAITING AREA 222 SF CAFE SEATING 03 93 SF OUTDOOR SEATING AREA 02 107 SF CAFE SEATING AREA 05 63 SF BANQUETTE SEATING AREA 01 117 SF OUTDOOR SEATING AREA 01 111 SF RETAIL AREA 828 SF FIRE RISER ROOM 62 SF GRAND TOTAL 4754 SF TOTAL AREA = 4729 SFNON USABLE AREA = 240+223+62+487= 1012 SFUSABLE AREA = 4723-1012 = 3717 SF Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 56' - 3 3/4" 77' - 6 1/4" MAXIMUM TRAVEL DISTANCE=106' - 7" < 250' - 0" (COMPLIES) 27 ' - 6 " 20' - 6" 6' - 0 " 7' - 0" 7' - 1 0 " 5' - 0" 32 ' - 9 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 4 : 5 5 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G003 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA MAXIMUM TRAVELDISTANCE Scale: 3/16" = 1'-0" 01MAXIMUM TRAVEL DISTANCE PLAN EXIT SEPARATION PROVIDED = 56" - 4" MINIMUM. EXIT SEPARATION = 77' - 6" (MAXIMUM DIAGONAL) / 3 = 26' - 0" MAXIMUM. TRAVEL DISTANCE PROVIDED = 106' - 7" MAXIMUM. ALLOWABLE TRAVEL DISTANCE = 250' - 0" NUMBER OF EXITS PROVIDED = 2 NUMBER OF EXITS REQUIRED = 2 EXITS = 72 IN. PRIMARY ENTRY , 72 IN. SECONDARY ENTRY EXIT WIDTH PROVIDED = 144 IN. EXIT WIDTH REQUIRED - 151 OCC. x 0.2 = 30.2 IN. EGRESS CALCULATIONS TOTAL 53 TOTAL ACCESSIBLE SEATS ( ≥ 5% )3 ADA TABLE TOPS AT BANQUETTE 3 3 SEATS 1 TABLE TOPS AT BANQUETTE 9 18 SEATS 2 CUSTOM STUDY TABLE 6 6 SEATS 1 TABLE TOP, ROUND 3 6 SEATS 3 COMMUNITY TABLE 2 20 SEATS 10 DESCRIPTION NUMBER OF ITEMS SEATS PER ITEM INDOOR SEATING CALCULATIONS TOTAL 10 TOTAL ACCESSIBLE SEATS ( ≥ 5% )2 ADA TABLE TOP AT CUSTOM TREX TIKI BENCH 2 2 SEATS 1 TABLE TOP , AT CUSTOM TREX TIKI BENCH 4 8 SEATS 2 DESCRIPTION NUMBER OF ITEMS SEATS PER ITEM OUTDOOR SEATING CALCULATIONS N 0 2'4'8' Scale: 1/4" = 1'-0" NOT USED Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 0 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G003A 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CAL-GREENREQUIREMENTS x x x x x x x Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 2N D C I T Y S U B M I T T A L 0 1 - 2 9 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 1 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G003B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CAL-GREENREQUIREMENTS x x x x x x x x x x x x x x x x x Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 2N D C I T Y S U B M I T T A L 0 1 - 2 9 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 2 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G003C 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CAL-GREENREQUIREMENTS x x x x x x x Revision Schedule Rev Date By Description 05/08/2024 A. B. C. D. E. F. EXISTING ACCESSIBILITY COMPLIANT PATH OF TRAVEL TO REMAIN. ALL THRESHOLD AND FLOORING MATERIAL TRANSITIONS TO MEET ACCESSIBILITY REQUIREMENTS ON G009. ALL DOORS CLEARANCES PER DETAIL 1/G009, U.O.N. CONTRACTOR TO VERIFY EXISTING SITE ACCESSIBLITY COMPLIANCE WITH 2019 EDITION OF CBC. IF THE BUILDING INSPECTOR DETERMINES NONCOMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS OF THE LAW, HE/SHE SHALL REQUIRE COMPLETE, DETAILED PLANS TO THE PLANNING AND BUILDING DEPARTMENT FOR FURTHER REVIEW. PLANS MUST CLEARLY SHOW ALL EXISTING NON COMFORMING CONDITIONS AFFECTED BY THE REMODEL (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC) AND PROPOSED MODIFICATIONS OF THE DEFICIENCIES TO MEET CURRENT ACCESSIBILITY PROVISIONS. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUSH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO THE BUILDING DIVISION AND APPROVED BY THE FIRE DEPARTMENT BEFORE THIS EQUIPMENT IS INSTALLED 1 EXISTING LEVEL LANDING THRESHOLD TO REMAIN. SEE 4/G009 2 LIGHTING CONTROL PANEL ABOVE THE ELECTRICAL PANELS. 4 ELECTRICAL PANELS LOCATION, MAINTAIN MINIMUM CLEARANCE ASREQUIRED BY CODE, SEE ELECTRICAL DRAWINGS 3 NEW WALL & ENTRANCE/ EXIT DOORS. 5 60" DIAMETER CLEAR FOR WHEELCHAIR ACCESS 6 P.O.S. HANDOFF PLANES AND CONDIMENT COUNTERTOPS ARE 2'-10" AFF FORWHEELCHAIR ACCESSIBILITY AND TO COMPLY WITH CBC11B-220.2 POINT OFSALE DEVICES. SEE INTERIOR ELEVATIONS 8 GC TO POST INTERNATIONAL SYMBOL OF ACCESSIBILITY 9 GC TO POST SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED WHENBUILDING IS OCCUPIED" PER CBC 1010.1.9.3 10 BARRIER FREE PATH OF TRAVEL - 44" MIN. 11 PROVIDE CLEAR MANUVERING SPACES PER DETAIL 1/G009 12 30" x 48" CLEAR FLOOR FOR WHEELCHAIR ACCESS 14 FIRE EXTINGUISHER - TYPE 2A10BC PER CFC 906 15 (N) NEW DOOR. SEE DOOR SCHEDULES SHEET I602 FOR MORE INFORMATION. 16 TACTILE EXIT SIGN PER DETAIL 13/G009 17 GC TO POST SIGN THAT READS "NO SMOKING" PER CAL GREEN SECTION 5 7 ACCESIBLE DINING SURFACE TO COMPLY WITH CBC SECS.11B-902, 11B-305, 11B-306 13 COUNTER TO BE 60" MIN. IN LENGTH TO COMPLY WITH CBC SECS. 11B-226.3,11B-902.3 19 AIR CURTAIN ABOVE, SEE MECHANICAL PLANS 20 NEW ACCESSIBLE RESTROOM. SEE ENLARGED RESTROOM PLANS ON I-410A &G-010 18 (N) DRIVE THRU WINDOW WITH RECESSED AIR CURTAIN. 22 (N) ZEPHYR CASE. 21 NEW OUTDOOR SEATING AND UMBRELLAS, SEE ENLARGED SITE PLAN FORMORE INFORMATION. 25 MAINTAIN 12'' CLEARANCE ON PUSH SIDE OF DOOR. 24 MAINTAIN 18'' CLEARANCE ON PULL SIDE OF DOOR. 23 (N) MERCH FIXTURE. COMPOSITE PLAN GENERAL NOTES ACCESIBILITY KEYNOTES 26 ELECTRICAL 800AMP- 120/208V- 3PH- 4W SWITCHBOARD LOCATION. 27 NEW FIRE RISER 28 NEW ROOF ACESS LADDER G007 01 (N) 2-DRREACH-INFRIDGE (N) 1-DRREACH-INFRIDGE (N) 2-DRREACH-INFREEZER (N) ICE MACHINE & BIN (N) 2-DRREACH-INFREEZER (N) WIRE SHELF(N) RO SYSTEM (N) THAW RACK(N) WATER HEATER (N) ELECTRICAL PANELS (N) HAND SINK CLEA R ø 3' - 0 " 1 (N) WATER FILLING STATION (N) WORKROOM STORAGE CART (N) PASTRY TRAY 2 3 3 3 4 5 5 5 6 7 7 8 9 11 1212 12 14 17 16 18 19 20 20 21 21 22 23 24 25 24 15 15 15 (N) 3 COMP SINK 7 13 MANAGER'S DESK 1212 CLEA R ø 3' - 0 " CLEAR ø 3' - 0"CLEA R ø 3' - 0 " CLEA R ø 3' - 0 " PARTNERS REST AREA (N) LOCKERS 3 5 5 10 10 10 10 10 1010 10 10 10 10 3' - 8 " 3' - 8" 3' - 8 " 3' - 8" RR2 RR1 9 BACKBAR 5' - 4" NOT USED NOT USED ELECTRICAL ROOM 26 OUTDOOR SEATING AREA ''SES''800AMP120/208V60Hz4-WIRE 5 5 8 11 16 17 19 6 13 RETAIL AREA 27 28 1 A301 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 4 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G006 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA COMPOSITE PLAN Scale: 3/16" = 1'-0" 011ST FLOOR - COMPOSITE PLAN N 0 2'4'8' Scale: 1/4" = 1'-0" Revision Schedule Rev Date By Description 05/08/2024 A. B. C. D. E. F. EXISTING ACCESSIBILITY COMPLIANT PATH OF TRAVEL TO REMAIN. ALL THRESHOLD AND FLOORING MATERIAL TRANSITIONS TO MEET ACCESSIBILITY REQUIREMENTS ON G009. ALL DOORS CLEARANCES PER DETAIL 1/G009, U.O.N. CONTRACTOR TO VERIFY EXISTING SITE ACCESSIBLITY COMPLIANCE WITH 2017 EDITION OF CBC. IF THE BUILDING INSPECTOR DETERMINES NONCOMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS OF THE LAW, HE/SHE SHALL REQUIRE COMPLETE, DETAILED PLANS TO THE PLANNING AND BUILDING DEPARTMENT FOR FURTHER REVIEW. PLANS MUST CLEARLY SHOW ALL EXISTING NON COMFORMING CONDITIONS AFFECTED BY THE REMODEL (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC) AND PROPOSED MODIFICATIONS OF THE DEFICIENCIES TO MEET CURRENT ACCESSIBILITY PROVISIONS. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUSH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO THE BUILDING DIVISION AND APPROVED BY THE FIRE DEPARTMENT BEFORE THIS EQUIPMENT IS INSTALLED COMPOSITE PLAN GENERAL NOTES ACCESIBILITY KEYNOTES 1 P.O.S. HANDOFF PLANES AND CONDIMENT COUNTERTOPS ARE 2'-10" AFF FORWHEELCHAIR ACCESSIBILITY AND TO COMPLY WITH CBC11B-220.2 POINT OFSALE DEVICES. SEE INTERIOR ELEVATIONS 2 COUNTER TO BE 60" MIN. IN LENGTH TO COMPLY WITH CBC SECS. 11B-226.3,11B-902.3 (N) DROP SINK (N) TRASH DROP (N) GRINDER(N) DUAL BREWER (N) SHUTTLES & WARMERS(2) (N) HAND SINK(N) 90 LB ICE BIN (2) (N) BLENDER (2) (E) CUP LABELER (TOTAL OF 4) (N) PITCHER RINSE SINK (N) NITRO TAP (N) 90 LB ICE BIN (2) (N) DT POS & ALL ASSOSCIATED EQUIPMENT (N) 1-DR U/C FRIDGE(TOTAL OF 8) (N) U/C THRAWRACK (N) 1-DR U/CWARMINGFRIDGE (2) (N) 1-DR U/CWARMINGFRIDGE (2) (N) WARMING OVEN (3) (N) DOUBLE POSSYSTEM ANDALL ASSOCIATEDEQUIPMENT (N) U/C SAFE (N) RINSER SINK (TOTAL OF 2) (N) RINSER SINK (TOTAL OF2) (N) ESPRESSO MACHINE (TOTAL OF 2) (N) ESPRESSO MACHINE (TOTAL OF 2) (N)1-DR U/C FRIDGE (TOTAL OF 7) (N)1-DR U/C FRIDGE (TOTAL OF 7)(N)1-DR U/C FRIDGE (TOTAL OF 7) (N)1-DR U/C FRIDGE (TOTAL OF 7) (N)1-DR U/C FRIDGE (TOTAL OF 7) 12 12 (N) ZEPHYR CASE (N) BLENDER (2) (N) 45 LB ICE BIN (TOTAL OF2) BACKBAR C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 4 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G007 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ENLARGED COMPOSITEPLAN Scale: 3/8" = 1'-0" 011st Floor - ENLARGED COMPOSITE PLAN N 0 2'4'8' Scale: 1/4" = 1'-0" Revision Schedule Rev Date By Description 05/08/2024 NOTES:1. MAXIMUM HEIGHT NOT TO EXCEED 1/2" IN ALL TYPES OF THRESHOLDS2. 1:2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERTICAL LEVEL CHANGE3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE AT FACE PER 2019 CBC SEC 11B-303.2 AND 11B-303.3 2 1 SCHEDULED DOOR INTERIOREXTERIOR EXTRUDED ALUMINIUM THRESHOLD FINISHED FLOOR 2% MAX. SLOPE 1/ 2 " M A X . 1/ 4 " M A X . 1/ 4 " M A X . 1/ 4 " M A X . CBC 11B-404.2.7 / 11B-404.2.9 - HARDWARE/EFFORTTYPE OF HARDWARE: PUSH/PULLHARDWARE MUST BE CENTERED BETWEEN 30" AND 44" A.F.F. MAX. EFFORT FOR INT./EXT. DOOR - 5 LBS. CBC 11B-404.2.10 - SMOOTH SURFACE10" KICKPLATE OR SMOOTH SURFACE FULL WIDTH OF DOOR CBC 11B-404.2.5 - THRESHOLDS1/2" MAX. THRESHOLD1/4" PER FOOT MAX. SLOPE CBC 11B-404.2.3 - DOOR SIZE 3'-0" DOOR WIDE6'-8" HEIGHT32" CLEAR WIDTH & 90 DEGREE DOOR OPENING EXTERIORINTERIOR CL 1/ 2 " M A X . 10 " M I N . 30" TO 44" A.F.F.MAX. 0'-0" FIN. FLR. G009 5 4' - 0" 20"-25" MAX 48 " M A X WHEN LESS THAN 20", THEN 48" ON WALL - BETWEEN 20"-25" (MAX) THEN 44" ON WALL 2' - 1 0 " M A X 46 " M A X 2' - 6">10"-24" MAX COUNTER PLAN VIEW 30" MIN 48" MAX 20 " 28 " - 3 4 " 20" FORWARD APPROACH MIN. CLR.32" MI N . 48 " MI N . 60 " CLEAR LEVEL FLOOR SPACE 18" MIN. INT. DOORS24" MIN. EXT. DOORS PULL SIDE PUSH SIDE FRONT APPROACH PULL SIDE PUSH SIDE MIN. CLR. 32" CLEAR , LEVEL FLOOR SPACERS HANG SIDE APPROACH PULL SIDE PUSH SIDE MIN. 24" MIN. CLR. 32"MI N . 60 " MIN. 24" MI N . Y 4 4 " CLEAR LEVEL FLOOR SPACE LATCH SIDE APPROACH NOTE: Y = 48" MIN. IF DOOR HAS CLOSER PER 2019 CBCSEC. 11B-404.2.3 AND SEC. 11B-404.2.4 TABLE 11B-404.2.4.1 NOTE: Y = 48" MIN. IF DOOR HAS BOTH A LATCH AND CLOSER MI N . 60 " MI N . Y 4 4 " 36" MIN. MIN. 12" PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER Scale: 12" = 1'-0" 5ACCESSIBLE THRESHOLDS Scale: 12" = 1'-0" 4SECTION AT EXISTING ENTRY DOOR Scale: 1/2" = 1'-0" 8FORWARD REACH LIMIT OVER OBJECT Scale: 1/2" = 1'-0" 7SIDE REACH OVER OBJECT Scale: 3/8" = 1'-0" 6ACCESSIBLE COUNTER GENERAL PROVISIONS WHEELCHAIR DIMENSIONS ENGTH: 3'-6" (42 INCHES) WIDTH: 2'-3" (27 INCHES)HEIGHT OF SEAT FROM FLOOR: 16 ½"HEIGHT OF ARMREST FROM FLOOR: 2'-5" (29 INCHES)CLEAR FLOOR SPACE APPROACH TO FACILITIES: 2'-6" BY 4'-0"TURNING SPACE (180 AND 360 DEGREES): 5'-0" (60 INCHES) DIAMETER. REACH FROM A WHEELCHAIRHIGH FORWARD: 4'-0"HIGH SIDE: 4'-6"LOW SIDE: 9 INCHES FIXED OR BUILT-IN SEATING, TABLES AND COUNTERS MINIMUM SEATING WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE PROVIDED FOR OCCUPANTS OR GUESTS, 5%, BUT NOT LESS THAN ONE PERCENT, SHALL BE ACCESSIBLE AS PROVIDED IN THIS SECTION. SEATINGWHEN SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN 19 INCHES DEEP. KNEE CLEARANCEWHEN SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27 INCHES HIGH, 30 INCHES WIDE AND 19 INCHES DEEP SHALL BE PROVIDED. HEIGHT OF WORK SURFACESTHE TOPS TO TABLES AND COUNTERS SHALL BE 28 INCHES MINIMUM TO 34 INCHES MAXIMUM FROM THE FLOOR OR GROUND. SITE ACCESS GENERALACCESS TO SITE AND ALL BUILDING ENTRANCES AND EXTERIOR GROUND FLOOR EXITS WITHOUT STEPS OR ABRUPT CHANGES IN LEVEL. SITE ACCESSIBILITY / SIDEWALKSSIGNAGE: ALL PRIMARY PUBLIC SITE ENTRIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE, A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY MUST BE POSTED. INDICATE THE DIRECTION TO ACCESSIBLE ENTRANCES AND FACILITIES WIDTH: 4'-0"MAXIMUM CROSS SLOPE: 1:50 (2%)MAXIMUM SLOPE: 1:20 (5%)LANDINGS: PROVIDE 5'-0" LONG LANDINGS A MINIMUM OF EVERY 400 FEET AT SIDEWALKS WITH CONTINUOUS SLOPES.CURB CUT WIDTH: 4'-0"NO CHANGE IN LEVEL EXCEEDING ½ INCH. RAMPS MAXIMUM SLOPE: 1:12INTERMEDIATE RAMP LANDINGS EVERY 2.5 FEET, OF VERTICAL RISE WITH LENGTH DEPENDENT UPON SLOPE.HANDRAILS REQUIRED: FOR SLOPES EXCEEDING 1:20 WHEEL GUIDE RAILS OR 2" CURBS ARE REQUIRED WHEN RAMP IS NOT BOUNDED BY WALL FENCE OR RAMP EXCEEDS 10'-0” IN LENGTH. WARNING CURBSPROVIDE 6 INCH CURB AT ADJACENT CHANGES IN LEVEL EXCEEDING 4 INCHES.WARNING CURBS ARE NOT REQUIRED AT STREET CURBS OR IF A GUIDERAIL IS PROVIDED AT 2 TO 4 INCHES ABOVE WALK. PARKING WIDTH: 9'-0"LENGTH: 18'-0"MAXIMUM SLOPE SPACE: ¼ INCH PER FOOT. ADJACENT CLEAR LOADING ANDUNLOADING WIDTH FOR ACCESSIBLE PARKING SPACE: 5'-0" ADJACENT CLEARLOADING AND UNLOADING WIDTH FOR VAN: 8'-0" AND LOCATED ON PASSENGER SIDE OF STALL WHEELCHAIR ACCESS PROVIDED TO WALKS WITHOUT GOING BEHIND PARKED CARS. SIGNAGEPROVIDE SIGNS AT ACCESSIBLE PARKING SPACE. SIGNS PROVIDED TOINDICATE ACCESSIBLE ENTRIES AT EXISTING BUILDINGS WHERE NOT THEPRIMARY ENTRY. BUILDING ACCESS ENTRANCESALL PRIMARY ENTRANCES TO BE ACCESSIBLE.LEVEL SPACE AT OUTSWINGING DOORS: 5'-0"SPACE PROVIDED AT STRIKE SIDE OF OUT-SWINGING EXTERIOR DOORS: 2'-0"LEVEL SPACE AT INSWINGING DOORS: 5'-0"WIDTH: 2'-8" CLEAR OPENING (3'-0" DOOR)DOUBLE DOORS WIDTH: ACTIVE LEAF 2'-8" CLEAR OPENING.UNINTERRUPTED BOTTOM RAIL SPACE AT DOOR BOTTOM: 10"NO REVOLVING DOORS ALLOWED FOR ACCESSIBLE DOORS. DOORSLEVEL SPACE ON SWING SIDE: 5'-0"LEVEL SPACE ON SIDE AWAY FROM SWING: 3'-8" WITHOUT CLOSER AND 4'-0" WITH CLOSERSPACE PROVIDED ON STRIKE SIDE OF INTERIOR DOOR, PULL SIDE: 1'-6"SPACE PROVIDED ON PUSH SIDE JAMB WITH BOTH A LATCH AND CLOSER: 12"AND NO REQUIREMENT FOR JAMB SIDE WITHOUT LATCH AND CLOSER.WIDTH: 2'-8" CLEAR OPENING (3'-0" DOOR)HEIGHT: 6'-8" DOOR HARDWAREDOOR HARDWARE SHALL COMPLY WITH THE CALIFORNIA REFERENCED STANDARDS CODE (CRSC), SECTION 12-10-202, AS ADOPTED BY THE STATE FIRE MARSHALL FOR ALL OCCUPANCIES. LEVER HANDLES SHALL COMPLY WITH SUBSECTION (f): LEVERS MUST BE CURVED AND SHALL RETURN TO WITHIN ½ INCH OF THE DOOR, SHALL BE CENTERED BETWEEN 34 INCHES AND 44 INCHES ABOVE THE FLOOR. CBC 11B-404.2.7 OPERABLE BY A SINGLE EFFORT, NO GRASPING OR WRIST MOVEMENT (LEVERS, PUSH-PULLS, OR PANIC DEVICES).MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS - FIRE DOORS: 15 POUNDS CLOSER IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. CBC11B-404.2.9 THRESHOLDSTHE FLOOR OR LANDING SHALL NOT BE MORE THAN ½ INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN ¼ INCH AND ½ INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGE IN LEVEL GREATER THAN ½ INCH SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. FLOORS FLOOR FINISHES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS, SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CORRIDORSEVERY CORRIDOR AND HALLWAY SERVING AN OCCUPANT LOAD OF (10) OR MORE SHALL NOT BE LESS THAN 44 INCHES IN WIDTH. CORRIDORS AND HALLWAYS SERVING AN OCCUPANT LOAD OF LESS THAN (10) SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. CONTROLS FOR LIGHTS, WINDOWS, TEMPERATURE CONTROLS, ETC.HEIGHT: MAXIMUM 4'-0" WALL OUTLETS: 15" A.F.F. TO BOTTOM OF OUTLETACTIVATION FORCE: 5 POUNDS HAZARDSOVERHEAD OBSTRUCTIONS: 6'-8"PROJECTIONS: MAXIMUM 4 INCHES IF OVER 2'- 3" ABOVE FLOOR. PROVIDE TEXTURED PATH WHEN OBSTRUCTIONS ARE IN THE PATH OF TRAVEL.EMERGENCY SIGNALS: AUDIBLE AND VISUAL. WHERE LIGHTED EXIT SIGNS ARE USED, THEY SHALL FLASH IN AN EMERGENCY. SIGNAGEEACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD "EXIT". SIGNS WITH RASIED CHARACTERS AND BRAILLE SHALL BE LOCATED 48 INCHES MINIMUM ABOVE FINISHED FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE AND 60 INCHES MAXIMUM ABOVE THE FINISHED FLOOR OR GROUND SURFACE, MASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. THE BRAILLE CHARACTERS SHOULD BE ALIGNED TO THE LEFT SIDE OR CENTER ALIGNED. CBC 11B-703.4.1 & 11B-703.5.4. PLACE A SIGN AT EVERY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE PATH OF TRAVEL DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE FACILITY ENTRANCES AND COMPLY WITH CBC SECTION 11B-216.1. FACILITIES ACCESS MULTIPLE ACCOMMODATION TOILETS ENTRANCE DOOR TO ROOM: 2'-8" CLEAR (3'-0" DOOR).PACE AT DOOR SWING SIDE: 5'-0" x 5'-0"SPACE AT DOOR AWAY FROM SWING: 3'-8"WHEELCHAIR TURNING SPACE PROVIDED: 5'-0" DIAMETERACCESSIBLE PATH TO ACCESSIBLE TOILET COMPARTMENT: 3'-8" URINALS (WHERE REQUIRED)PROVIDE AT LEAST ONE, AT NOT MORE THAN 1'-5" FROM THE FLOOR TO LIP, WITH FLUSH HANDLER SET AT +44" ABOVE FLOOR. RIM TO PROJECT A MINIMUM OF 14"FROM WALL. LAVATORIESHEIGHT: 2'-9" TO 2'-10" RECOMMENDEDCLEAR SPACE IN FRONT: 2'-6" BY 4'-0"CLEAR SPACE BENEATH: 2'-5" HIGH, 2'-6" WIDE, 8 INCHES DEEP AT TOP, 1'-5"DEEP AT BOTTOM 9 INCHES.CONTROL TO BE LEVER, PUSH-BUTTON, OR SIMILAR TYPE. CONTROL DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. ACTIVATION OF CONTROL SHALL NOT REQUIRE GREATER THAN 5 FOOT LBS. OF FORCE.IF SELF CLOSING VALVES ARE USED, THEY MUST STAY OPEN FOR MIN 10 SECONDS. TOILET COMPARTMENTSSIGNAGE: EQUILATERAL TRIANGLE (1'-0" SIDE) FOR MEN'S ROOM, 1'-0" DIAMETER CIRCLE FOR WOMEN'S ROOM.SPACE IN FRONT OF DOOR: 4'-0"CLEAR DOOR WIDTH (FRONT ENTRY): 2'-8" CLEAR, DOOR SWINGS OUT.DOOR WIDTH (SIDE ENTRY): 2'-10" CLEAR, DOOR SWINGS OUT.COMPARTMENT WIDTH: 5'-0" MINIMUM DEPENDENT UPON WATER CLOSET.NEAR WALL TO CENTER OF WATER CLOSET: 1'-6" CLEARTOILET SEAT HEIGHT: 1'-5" TO 1'-7" HIGH.GRAB BAR DESIGN TO SUPPORT 250 LBS.REAR GRAB BAR: 3'-0" LONG MINIMUM.LONG SIDE GRAB BAR: 3'-6" LONG MINIMUM, 2'-0" EXTENSION MINIMUM IN FRONT OF WATER CLOSET.GRAB BAR HEIGHT: 2'-9" ABOVE FLOOR TO CENTERLINE.TOILET PAPER HOLDER: 7" MIN -9" MAX IN FRONT OF WATER CLOSET.TYPICAL WATER CLOSET SIZES:WIDTH: 1'-3" TO 1'-4" TYPICALLENGTH: 2'-2" TO 2'-4" TYPICAL; 2'-0" TO 2'-7" AVAILABLE.CONTROL ON WIDE CLEAR SIDE OF WATER CLOSET, OPERABLE WITH ONE HAND. CONTROL DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. ACTIVATION OF CONTROL SHALL NOT REQUIRE GREATER THAN 5 FOOT LBS. OF FORCE. SINGLE ACCOMMODATION TOILETSDOOR SHALL LOCK FROM INSIDE.ONE PERSON USE AT A TIME.SPACE INSIDE: ROOM FOR A WHEELCHAIR TO ENTER AND DOOR TO CLOSE.CLEAR SPACE IN FRONT OF WATER CLOSET: 4'-0"NEAR WALL TO CENTER OF WATER CLOSET: 1'-6"CLEAR CONTROL ON WIDE CLEAR SIDE OF WATER CLOSET: OPERABLE WITH ONE HAND. CONTROL DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. ACTIVATION OF CONTROL SHALL NOT REQUIRE GREATER THAN 5 FOOT LBS. OF FORCE. EMPLOYEE LOCKERSAT LEAST ONE AND NOT LESS THAN 5% OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES, INCLUDING CLEAR SPACE, REACHRANGE REQUIREMENTS, AND A PATH OF TRAVEL NOT LESS THAN 36" CLEAR IN WIDTH SHALL BE PROVIDED TO THE EMPLOYEE LOCKERS. Scale: 1/4" = 1'-0" 1MINIMUM DOOR CLEARANCE C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 5 1 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G009 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ACCESSIBILITY NOTES &DETAILS NOT USED Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 05/08/2024 19" MIN 6" MAX TOE CLEARANCE11"MIN 24 " 30 " LETTERS - 5/8" MIN. - 2" MAX. - 1/32" RAISED UPPERCASE SANS SERIF. SPACING PER 11B-703.2.7 & 703.2.8 TACTILE SIGN SHALL BE LOCATED ON LATCH SIDE AND ON THE APPROACH SIDE AS ONE ENTERS THE ROOM. PROVIDED A CLEAR FLOOR SPACE OF 18"X18" MIN. CENTERED ON THE TACTILE CHARACTERS BEYOND THE ARC OF THE DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION PER SEC 11B-703.4.2 EXIT 3" M I N . .............. BRAILLE CONTRACTED (GRADE 2), SHALL COMPY WITH 11B-703.2 & 703.4. LOCATED BELOW CORRESPONDING TEXT FLUSH LEFT OR CENTERED 5' - 0 " ( 6 0 " ) M A X . FIN. FLR. 4' - 0 " ( 4 8 " ) M I N . EXIT EXIT................ 10" MAX 2' - 6" 48 " M A X . 15 " M I N 48 " M A X F O R W A R D R E A C H 15 " M I N 48" 18"- 20" 8" MIN 6" MAX 9" 27 " 30 " M I N 18" MIN. 48" 34 " M A X S P O U T H T . 15" MIN3-5" MAX (30" MIN.) 2' - 6" (4 8 " M I N . ) 4' - 0 " (1 9 " M I N . ) 1' - 7 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 5 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G009 A 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ACCESSIBILITY NOTES&DETAILS Scale: 1/2" = 1'-0" 02ACCESSIBLE SINK IN WORK ROOM Scale: 12" = 1'-0" 1TACTILE EXIT SIGN Scale: 1/2" = 1'-0" 03UNOBSTRUCTED SIDE REACH NOT USED Scale: 1/2" = 1'-0" 04UNOBSTRUCTED FORWARD REACH Scale: 1/2" = 1'-0" 06FOUNTAIN DETAIL Scale: 3/4" = 1'-0" 05KNEE SPACE AT TABLE Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 05/08/2024 WOMEN LEVER HANDLE NOTE: HEIGHT OF TACTILE SIGNS AND BRAILLE (TYPICAL AT EXITS AND RESTROOMS) 2022 CBC CHAPTER 11B, DIV 7 ROOM IDENTIFICATIONSIGNAGE SEE BO T T O M O F L E T T E R S 60 " M A X . A . F . F . BO T T O M O F B R A I L L E 48 " M I N . A . F . F . /7 G010 34 " - 4 4 " 9" FROM DOOR EDGE MIN. EQ.EQ. 58 " M I N . - 6 0 " M A X FACE OF TOILET ROOM DOOR IDENTIFYING SIGNAGE DOUBLE STICK MOUNTING FOAM1/4" THICK ACRYLIC PLASTIC- IMAGE AND LETTERS SHALL BE ENGRAVED (MIN. 1/32" DIST.) INTO PLAQUE SURFACE. SYMBOLS AND LETTERS SHALL BE DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST. SUBSURFACE IMAGES SHALL BE CENTERED ON PLAQUE. PICTOGRAMS ARE NOT REQUIRED ON THE DOOR SYMBOLS UNISEX WOMEN MEN 1' - 0" 1' - 0" 1' - 0" 5' - 0 " A . F . F . SEC. 11B-703 1' - 3 " 7" - 9 " 1' - 0 " 18" VERT. GRAB BAR 48" GRAB BAR TOILET PAPER DISPENSER SEAT COVER DISPENSER PAPER TOWEL DISPENSER HOOK HOOK SHELF RR TACTILE SIGN, SEE /3 G010 MIN. 1' - 6"17"-18" 1' - 0 " 3' - 3 " ø 5' - 0 " ACCESSIBLE TOILET CLEARANCE, SEE/17 G010 5'-0" MIN. 60" M I N . C L E A R CLEAR 18" MIN. CLEAR 32" MIN. 28" MIN. 4" M A X . LIGHT SWITCHTHERMOSTATRECESSED SEAT COVER & TISSUE DISPENSER AND / OR NAPKIN DISPOSAL GRAB BAR PROTRUSION 14" MIN. OUTWARD OP E R A T I N G DE V I C E H E I G H T PAPER TOWELDISPENSER 44 " M A X . 40 " 19 " M A X . 17 " M I N . RI M H E I G H T 1' - 5 " M A X . URINALWATER CLOSETSIDEWATER CLOSETFRONT OUTLET OVER COUNTER OUTLET BO T . F I X T . 15 " M I N . T. O . F I X T . 48 " M A X . ELECTRICAL 7" - 9"17" - 18" MIN. 1' - 0" MIN 2' - 0"3' - 6" MIN 1' - 0" 19 " M I N NOTES: 1. THIS DRAWING SHOWS THE MOUNTING HEIGHTS OF THE STANDARD ACCESORIES. SEE PLANS FOR MORE INFORMATION. THE ACTIVE PART OF EACH ACCESSORY SHALL BE LOCATED 40" FROM FLOOR 2. INSULATE THE HOT WATER AND DRAIN PIPES UNDER EACH ACCESSIBLE LAVATORY. 3. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 4. FAUCET CONTROLS AT ACCESSIBLE LAVATORY SHALL BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. TOILET SEAT COVER DISPENSER WALL-MOUNTED BABY CHANGING SHELF CABINET/SHELF EQ EQ 1' - 7 " 5. ALL FIXTURES AND MECHANISMS SHALL MEET THE CURRENT CODES APPLICABLE TO THIS PROJECT 6. NO UNIT MAY PROTRUDE FROM THE WALL 40 " M A X MIN. 1' - 3" PIPE THERMAL SHIELD MI N . 1' - 7 " 1' - 6" FLUSH ACTIVATION VALVE ON WIDE SIDE 1 1 / 2 " C L R . M I N . 3' - 3" 1' - 0"7"-9" T O T O P O F G R I P P I N G S U R F A C E 33 " M I N - 3 6 " M A X MI N . 1' - 7 " 39 " - 4 1 " 1 1 / 2 " C L R . 3' - 0 " 3' - 4 " 4' - 0 " 1' - 6" SHELF HOOK LIGHT SWITCH CENTER HOOK ON DOOR 24 " M A X . 44 " M A X MA X . 17 " 44 " M A X URINAL SCREEN MI N . 1' - 0 " ACCESSIBLE HEIGHT STANDARD HEIGHT NOTE: PROVIDE 36" x 48" MINIMUM CLEAR SPACE AT ACCESSIBLE URINAL 1'- 2 " M I N . / 1 ' - 5 " M A X . ACCESIBLE WIDTH STANDARD WIDTH 13 1/2" MIN. PER CBC 2022SEC.11B-605.2 13 1/2" MIN. MI N . 1' - 0 " URINAL SCREEN MIN. 1' - 6" MIN. 1' - 6" MIN. 1' - 0" MIN. 1' - 0"2' - 0 " 56 " M I N . 48 " M I N 60" MIN DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE CLEARANCE SEC. 11B-604 1/8 " STEEL BACKING PLATE - WELD TO (3) STUDS MINIMUM METAL SPACER INTERIOR FINISH - SEE ELARGED TOILET PLAN AND FINISH SCHEDULE 1 1/2 " O.D. GRAB BAR N. T . S . 33 " T O 3 6 " T O F I N . F L O O R FINISHED FLOOR 1 1/2" NOTE: 1. REFER TO GRAB BAR MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION AT TOITLET PARTITION 2. GRAB BAR SHALL RESIST A 250 LBS POINT LOAD 9/32" DIA [Ø7] HOLESWITH .40" DIA [Ø10.2] X 82°COUNTERSINK TOACCOMMODATE #10 (M5)FLAT HEAD SCREWS OR1/4" (M6) PAN HEAD SCREWS 42"MINIMUM 33 " 24" MIN. 33 " M I N . / 3 6 " M A X . 36" MIN. 12" MAX. 17"-18" TYPICAL TO TOP OF GRIPPING SURFACE TYPICAL TO TOP OF GRIPPING SURFACE TO CENTERLINE OF TOILET REINFORCEMENT BACKING - TYP. GRAB BAR LENGTH PROVIDE 1-1/2" MIN. BETWEEN TOP OF TANK AND BOTTOM OF GRAB BAR 12" MIN . 24" MIN . 9" M I N 29 " M I N TO R E F L E C T I V E S U R F A C E 40 " M A X 34 " M A X 17" MIN - 25" MAX 6" MAX TOE CLEARANCE8" MIN KNEE CLEARANCE 27 M I N 4' - 0" MIN CLR Scale: 12" = 1'-0" 3ACCESSIBLE RESTROOM SIGNAGE1 Scale: 1" = 1'-0" 7RESTROOM IDENTIFYING SIGNS Scale: 3/4" = 1'-0" 1TYPICAL ACCESSIBLE RESTROOM PLAN1 Scale: 3/8" = 1'-0" 4ACCESSIBLITY FOR ACCESSORIES - STANDARD MOUNTING HEIGHTS Scale: 1/2" = 1'-0" 10TYPICAL ACCESSIBLE RESTROOM @ SIDE 3 Scale: 1/2" = 1'-0" 9TYPICAL ACCESSIBLE RESTROOM @ FRONT1 Scale: 1/2" = 1'-0" 13TYPICAL ACCESSIBLE RESTROOM @ SIDE 4 Scale: 1/2" = 1'-0" 14TYPICAL ACCESSIBLE RESTROOM @ DOOR1 Scale: 1/2" = 1'-0" 15URINAL PROFILES1 Scale: 1/2" = 1'-0" 17ACCESSIBLE TOILET CLEARANCE1 Scale: 6" = 1'-0" 18TOILET GRAB BAR Scale: 12" = 1'-0" 19GRAB BAR REINFORCEMENT1 Scale: 1/2" = 1'-0" 20ACCESSIBLE LAVATORY PROFILE1 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 1S T C I T Y S U B M I T T A L 1 2 - 1 1 - 2 0 2 3 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 5 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G010 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ACCESSIBILITYRESTROOM DETAILS Revision Schedule Rev Date By Description 05/08/2024 NOTE: SLOPE IN STALL & LOADING ZONE NOT TO EXCEED 2% IN ANY DIRECTION NO PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY REFER TO DETAIL 6/G011 ACCESSIBLE PARKING SIGNAGE PER DETAIL 5/G011 SL O P E 1/ 4 " P E R FT . M A X . SL O P E 1/ 4 " P E R FT . M A X . SLOPE1/4" PER FT. MAX. SLOPE1/4" PER FT. MAX. 9' - 0" MIN. ACCESSIBLE 5'-0" MIN.8' - 0" AT VAN 9' - 0" MIN. G0113 3' - 0 " BLUE PAINTED WHEEL STOP PER DETAIL 17/G011 4" WIDE BLUE PAINTED SMOOTH BAND 3' - 0" MIN. 5' - 0" ACCESSIBLE ROUTE CROSSWALK STRIPING. 4" WIDE PAINTED BLUE STRIPES, OVER YELLOW HIGHWAY PAINT (2 COATS) WITH DIAGONAL STRIPING AT 3'-0" O.C. NO PARKING NOTE:ALL SLOPE CONDITIONS SHALL COMPLY WITH ACCESSIBLE ROUTE CRITERIA PER STATE OF CALIFORNIA TITLE 24. 4 5 ° 4" 4" 4" WIDE STRIPED LOADING ZONE - 12" HIGH LETTERS READING "NO-PARKING" SHALL BE PAINTED WITHIN THE LOADING ZONE AREA. PAINT COLOR: WHITE ADDITIONAL SIGN REQUIRED AT VAN ACCESSIBLE SPACES WHITE TEXT ON BLUEREFLECTIVE BACKGROUND 1/4" WIDE BORDER LINE AT ALL SIDES WHITE OCCUPANT ON DARKBLUE BACKGROUND METAL SIGN WITH ROUNDEDCORNERS 3" HIGH TEXT - 1/2" WIDE STROKE 2" HIGH TEXT - 3/8" WIDE STROKE 1.ALL PARKING SPACE SIGNS SHALL INCLUDE THE VERBAGE "$250 MINIMUM FINE". CALIFORNIA VEHICLE CODE SECTION 22511.8 (AB1511), CBC 11B-502.6.2 2.70 SQ. INCH MINIMUM ACCESSIBLE SIGN PER CBC 11B-502.6 MATCH CENTER SPECIFICATIONFOR SIGNAGE CONSTRUCTION AND MATERIALS 1' - 0" 3' - 0 " W A L L M O U N T E D 6' - 8 " M I N . P O L E M O U N T E D 2' - 0 " 3' - 0 " W A L L M O U N T E D 6' - 8 " M I N . WH E R E O C C U R S 3' - 0" 3' - 0 " INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND COMPLYING WITH COLOR No 15090 IN FEDERAL STANDARD 595B (2) COATS WHITE REFLECTIVE STRIPING 6" RADIUS FINISH SURFACE OR GRADE REFLECTIONIZED PORCELIAN ENAMELED STEEL SIGN WITH BEADED LETTERS OR EQUAL BOLTED TO 2" SQ. BRONZE POWDER COATED POST WITH (2) 3/8" DIA. BOLTS - SIGN TO DISPLAY INTERNATIONAL SYMBOL OF ACCESIBILITY AND HAVE A DIRECTIONAL ARROW INDICATING THE ACCESSIBLE PATH-OF-TRAVEL 10" 1' - 0 " 5' - 0 " N . T . S . NOTE:1.CONTRACTOR SHALL VERIFY THE ADDRESS AND PHONE NUMBER INDICATED ON SIGN PRIOR TO THE PRINTING OF SIGNS.2.THE ADDRESS AND PHONE NUMBER SHALL BE IMPRINTED ON THE SIGN BY THE SIGN COMPANY.3.THIS SIGN SHALL BE PLACED AT THE ENTRANCE TO OFF-STREET PARKING FACILITIES.4.ON POLE / WALL SIGN ADD A SIGN STATING "$250 MINIMUM FINE" SECTION 11B-502.6 CBC. THE ADDRESS AND PHONE NUMBER SHALL BE IMPRINTED ON THE SIGN BY THE SIGN COMPANY "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE _____ POLICE DEPT. (___) ___-____" 17" MIN. 22 " M I N . TEXT ON SITE ENTRANCE ACCESSIBILITY SIGN SHALL NOT BE LESS THAN 1 INCH IN HEIGHT AND READ: UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE XXX POLICE DEPT.(XXX) XXX-XXXX S T E E L T U B E W I T H C A P ) 7' - 0 " ( 2 " x 3 / 1 6 " T H I C K G A L V . 2' - 0 " 10" DIA. FOOTING 0F 520-C-2500 CONCRETE PAVEMENT FINISH OR GRADE SLOPE TO 6MM ABOVE GRADE HATCH AREA INDICATESTRUNCATED DOMES PERDETAILSEE NOTE BELOW GROOVING CONCRETE CURB 8. 3 3 % M A X SL O P E NOTE:RAMPS WITHOUT A 3'-0" WIDE LEVEL LANDING - PROVIDE TRUNCATED DOMES ALONG ENTIRE RAMP SLOPE 5' - 0" /12 G011 0"C.F. 6"C.F. 0"C.F. 6"C.F. 2% 2% 2% 8.3% 8.3% CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2% IN ANY DIRECTION NOTE: SURFACE WILL REQUIRE 36" SECTION OF TRUNCATED DOMES IF FLAT TRAVEL SURFACE ADJOINS VEHICULAR TRAFFIC WAY GROOVED BORDERS MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMPS 0"C.F. 6"C.F. 6"C.F. 2% 8.3% CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2% IN ANY DIRECTION NOTE: SURFACE WILL REQUIRE36" SECTION OF TRUNCATEDDOMES IF FLAT TRAVELSURFACE ADJOINS VEHICULARTRAFFIC WAY GROOVED BORDERS MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMPS AREA OF TRUNCATED DOMES SEE /12 G011 INCH 2.3 - 2.4 IN C H 2. 3 - 2 . 4 INCH 0.45 - 0.47 INCH 0.9 - 0.92 NOTE:1. PRE-CAST PAVE COLOR SHALL CONTRAST ADJACENT PAVING 70% MIN - SUBMIT SAMPLE FOR FINAL APPROVAL PRIOR TO INSTALLATION 2. DETECTABLE TRUNCATED DOMES SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP 2500 PSI (MIN) PRE-CAST TRUNCATED DOME PAVER-INSTALL FLUSH WITH ADJACENT PAVING IN C H 0. 1 8 - 0 . 2 2 4" M I N . 1/4" GROUT JOINT TO MATCH PAVER COLOR 1" MORTAR BED CONCRETE PAVING - THICKEN SLAB AT PAVERS AS INDICATED 18 ' - 0 " 9' - 0"9' - 0" 4" WIDE PAINTED WHITE SMOOTH BAND CONCRETE CURB 4" WIDE PAINTED WHITE SMOOTH BAND CONCRETE CURB 8' - 0"8' - 0" COMPACT COMPACT 12" HIGH LETTERING PAINTED WHITE 3/4"3/4" TOOLED GROOVES, TYP. NOTE: PROVIDE 12" WIDE TOOLED GROOVE BORDER 1/ 4 " 5" 1/ 2 " 7 1/2" EQ EQ POLYURETHANE SEALANT TO MATCH ADJACENT SURFACE 4'-0" LONG PRECAST CONCRETE WJEEL STOP (2) #3 BARS (STOP BARS 3" FROM EACH END) TOP OF FINISH PARKING SURFACE (2) #4 x 24" LONG BARS AT 12" FROM EACH END NOTE: PAINT WHEELSTOP(S) BLUE AT ACCESSIBLE STALLS 11' - 0" 18 ' - 0 " 2' - 8 " 14 ' - 8 " 8" 9' - 0" Scale: 3/16" = 1'-0" 1ACCESSIBLE PARKING Scale: 1/2" = 1'-0" 3ACCESSIBLE ACCESS AISLE Scale: 3/4" = 1'-0" 5ACCESSIBLE PARKING SIGN Scale: 1" = 1'-0" 6INTERNATIONAL SYMBOL OF ACCESIBILITY Scale: 1" = 1'-0" 10ACCESSIBLE PATH SIGN Scale: 3/4" = 1'-0" 7SITE ACCESSIBILITY SIGNAGE Scale: 1/4" = 1'-0" 8CURB RAMP Scale: 1/8" = 1'-0" 9CURB RAMP DETAIL Scale: 1/8" = 1'-0" 13CURB RAMP DETAIL Scale: 3" = 1'-0" 12DETECTABLE WARNING SURFACE SIGNAGE & SITE WORK TO BE COMPLETED UNDER SEPARATE PERMIT. INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES. Scale: 1/8" = 1'-0" 19STANDARD SIZE PARKING STALL DETAIL Scale: 1/8" = 1'-0" 18COMPACT SIZE PARKING STALL Scale: 12" = 1'-0" 14TOOL GROOVES DETAIL Scale: 3" = 1'-0" 17CONCRETE WHEELSTOP DETAIL C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 5 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G011 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA SITE ACCESSIBILITY Scale: 3/16" = 1'-0" 11EV ACCESSIBLE PARKING BLUE STRIPING SHALL NOT BE USED PER 11B-812.7.2. NOT USED EV ACCESSIBLE PARKING EV PARKING Revision Schedule Rev Date By Description 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 GENERAL CONDITIONS PART 1 - GENERAL 1.1INDUSTRY STANDARDSA.APPLICABILITY OF STANDARDS: UNLESS THE CONTRACT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND OR COPIED DIRECTLY INTO THE CONTRACT DOCUMENTS TO THE EXTENT REFERENCED. SUCH STANDARDS ARE MADE A PART OF THE CONTRACT DOCUMENTS BY REFERENCE.B.PUBLICATION DATES: COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF THE CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED.C.COPIES OF STANDARDS: EACH ENTITY ENGAGED IN CONSTRUCTION ON PROJECT SHOULD BE FAMILIAR WITH INDUSTRY STANDARDS APPLICABLE TO ITS CONSTRUCTION ACTIVITY. COPIES OF APPLICABLE STANDARDS ARE NOT BOUND WITH THE CONTRACT DOCUMENTS.1.WHERE COPIES OF STANDARDS ARE NEEDED TO PERFORM A REQUIREDCONSTRUCTION ACTIVITY, OBTAIN COPIES DIRECTLY FROM PUBLICATION SOURCE. 1.2ABBREVIATIONS AND ACRONYMSA.INDUSTRY ORGANIZATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. ACI AMERICAN CONCRETE INSTITUTE AHA AMERICAN HARDBOARD ASSOCIATION AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA APA - THE ENGINEERED WOOD ASSOCIATION ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS ASTM ASTM INTERNATIONAL (AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL) AWI ARCHITECTURAL WOODWORK INSTITUTE AWPA AMERICAN WOOD PROTECTION ASSOCIATION (FORMERLY: AMERICAN WOOD PRESERVERS' ASSOCIATION)CRI CARPET AND RUG INSTITUTE (THE) CRRC COOL ROOF RATING COUNCIL CSA CANADIAN STANDARDS ASSOCIATION CSA CSA INTERNATIONAL (FORMERLY: IAS - INTERNATIONAL APPROVAL SERVICES)CSI CONSTRUCTION SPECIFICATIONS INSTITUTE (THE) ETL SEMCO INTERTEK ETL SEMCO (FORMERLY: ITS - INTERTEK TESTING SERVICE NA) FM GLOBAL FM GLOBAL (FORMERLY: FMG - FM GLOBAL) FSC FOREST STEWARDSHIP COUNCIL HPVA HARDWOOD PLYWOOD & VENEER ASSOCIATION ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATIONITS INTERTEK TESTING SERVICE NA (NOW ETL SEMCO) MFMA MAPLE FLOORING MANUFACTURERS ASSOCIATION, INC. MPI MASTER PAINTERS INSTITUTE NFPA NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) NOFMA NOFMA: THE WOOD FLOORING MANUFACTURERS ASSOCIATION (FORMERLY: NATIONAL OAK FLOORING MANUFACTURERS ASSOCIATION) OPL INTERTAK SDI STEEL DOOR INSTITUTE SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION UL UNDERWRITERS LABORATORIES INC. USGBC U.S. GREEN BUILDING COUNCIL WCLIB WEST COAST LUMBER INSPECTION BUREAU WI WOODWORK INSTITUTE (FORMERLY: WIC - WOODWORK INSTITUTE OF CALIFORNIA) B.CODE AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. DIN DEUTSCHES INSTITUT FUR NORMUNG E.V. ICC INTERNATIONAL CODE COUNCIL ICC-ES ICC EVALUATION SERVICE, INC. C.FEDERAL GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. EPA ENVIRONMENTAL PROTECTION AGENCY D.STANDARDS AND REGULATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE STANDARDS AND REGULATIONS IN THE FOLLOWING LIST. ADAAG AMERICANS WITH DISABILITIES ACT (ADA) ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES AVAILABLE FROM U.S. ACCESS BOARD CFR CODE OF FEDERAL REGULATIONS AVAILABLE FROM GOVERNMENT PRINTING OFFICE E.STATE GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. CDHS CALIFORNIA DEPARTMENT OF HEALTH SERVICES CDPH CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, INDOOR AIR QUALITY SECTION END OF SECTION 014200 SECTION 014200 - REFERENCES GENERAL CONDITIONS 1.1SUMMARYA.SALVAGING NON-HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE.B.RECYCLING N0N-HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE.C.DISPOSING OF N0N-HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. 1.2DEFINITIONSA.CONSTRUCTION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS AND OTHER SOLID WASTE RESULTING FROM CONSTRUCTION, REMODELING, RENOVATION, OR REPAIR OPERATIONS. CONSTRUCTION WASTE INCLUDES PACKAGING.B.DEMOLITION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS RESULTING FROM DEMOLITION OR SELECTIVE DEMOLITION OPERATIONS.C.DISPOSAL: REMOVAL OFF-SITE OF DEMOLITION AND CONSTRUCTION WASTE AND SUBSEQUENT SALE, RECYCLING, REUSE, OR DEPOSIT IN LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.D.RECYCLE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE FOR SUBSEQUENT PROCESSING IN PREPARATION FOR REUSE.E.SALVAGE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND SUBSEQUENT SALE OR REUSE IN ANOTHER FACILITY.F.SALVAGE AND REUSE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND SUBSEQUENT INCORPORATION INTO THE WORK. 1.3ACTION SUBMITTALSA.WASTE MANAGEMENT PLAN: SUBMIT PLAN WITHIN 7 DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK.1.TYPES AND QUANTITIES OF DEMOLITION AND CONSTRUCTION WASTE.2.TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED, OR DISPOSED OF IN LANDFILL OR INCINERATOR.3.NET ADDITIONAL COST OR NET SAVINGS RESULTING FROM WASTE MANAGEMENT PLAN. 1.4INFORMATION SUBMITTALSA.WASTE REDUCTION PROGRESS REPORTS: CONCURRENT WITH EACH APPLICATION FOR PAYMENT. SUBMIT REPORT INDICATING TYPE OF WASTE AND WHETHER IT HAS BEEN SALVAGED, RECYCLED, OR DISPOSED OF IN LANDFILL OR INCINERATOR.B.WASTE DISPOSAL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF WASTE MATERIAL BY ACCEPTING AND PROCESSING FACILITIES LICENSED TO ACCEPT THEM. INCLUDE MANIFESTS, TYPE OF MATERIAL, WEIGHT OR VOLUME TICKETS, RECEIPTS AND INVOICES.C.LEED SUBMITTAL: CWM REPORTING TEMPLATE, TABULATING TOTAL WASTE MATERIAL, QUANTITIES DIVERTED AND MEANS BY WHICH IT IS DIVERTED, AND STATEMENT THAT REQUIREMENTS FOR THE CREDIT HAVE BEEN MET. 1.5RECYCLING WASTEA.RECYCLING INCENTIVES: REVENUES AND OTHER INCENTIVES FOR RECYCLING WILL ACCRUE TO OWNER. END OF SECTION 017419 SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL GENERAL CONDITIONS 1.1SUMMARY A.THIS SECTION INCLUDES GENERAL REQUIREMENTS AND PROCEDURES FOR COMPLIANCE WITH CERTAIN U.S. GREEN BUILDING COUNCIL'S (USGBC) LEED PREREQUISITES AND CREDITS NEEDED FOR THE PROJECT TO OBTAIN LEED CERTIFICATION BASED ON LEED 2009 FOR RETAIL AS MODIFIED FOR STARBUCKS LEED VOLUME PROGRAM 2.0. 1.OTHER LEED PREREQUISITES AND CREDITS NEEDED TO OBTAIN LEED CERTIFICATION ARE DEPENDENT ON MATERIAL SELECTIONS AND MAY NOT BE SPECIFICALLY IDENTIFIED AS LEED REQUIREMENTS. COMPLIANCE WITH REQUIREMENTS NEEDED TO OBTAIN LEED PREREQUISITES AND CREDITS MAY BE USED AS ONE CRITERION TO EVALUATE SUBSTITUTION REQUESTS.2.ADDITIONAL LEED PREREQUISITES AND CREDITS NEEDED TO OBTAIN THE INDICATED LEED CERTIFICATION ARE DEPENDENT ON THE ARCHITECT'S DESIGN AND OTHER ASPECTS OF THE PROJECT THAT ARE NOT PART OF THE WORK OF THE CONTRACT. 1.2DEFINITIONS A.BASE BUILDING MATERIAL: MATERIALS PERMANENTLY ATTACHED TO THE STRUCTURE. INCLUDES FINISHES AND PERMANENT CABINETS AND CASEWORK.B.CHAIN-OF-CUSTODY CERTIFICATES: CERTIFICATES SIGNED BY MANUFACTURERS CERTIFYING THAT WOOD USED TO MAKE PRODUCTS WAS OBTAINED FROM FORESTS CERTIFIED BY AN FSC-ACCREDITED CERTIFICATION BODY TO COMPLY WITH FSC STD-01-001, "FSC PRINCIPLES AND CRITERIA FOR FOREST STEWARDSHIP." CERTIFICATES SHALL INCLUDE EVIDENCE THAT MANUFACTURER IS CERTIFIED FOR CHAIN OF CUSTODY BY AN FSC-ACCREDITED CERTIFICATION BODY.C.REGIONALLY MANUFACTURED MATERIALS: MATERIALS THAT ARE MANUFACTURED WITHIN A RADIUS OF 500 MILES (800 KM) FROM PROJECT SITE. MANUFACTURING REFERS TO THE FINAL ASSEMBLY OF COMPONENTS INTO THE BUILDING PRODUCT THAT IS INSTALLED AT PROJECT SITE.D.REGIONALLY EXTRACTED AND MANUFACTURED MATERIALS: REGIONALLY MANUFACTURED MATERIALS MADE FROM RAW MATERIALS THAT ARE EXTRACTED, HARVESTED, OR RECOVERED WITHIN A RADIUS OF 500 MILES (800 KM) FROM PROJECT SITE.E.RECYCLED CONTENT: MATERIAL THAT HAS BEEN BROKEN DOWN AND RECONSTITUTED INTO NEW MATERIAL. THE RECYCLED CONTENT VALUE OF A MATERIAL ASSEMBLY SHALL BE DETERMINED BY WEIGHT. THE RECYCLED FRACTION OF THE ASSEMBLY IS THEN MULTIPLIED BY THE COST OF ASSEMBLY TO DETERMINE THE RECYCLED CONTENT VALUE. 1."POST-CONSUMER" MATERIAL IS DEFINED AS WASTE MATERIAL GENERATED BY HOUSEHOLDS OR BY COMMERCIAL, INDUSTRIAL, AND INSTITUTIONAL FACILITIES IN THEIR ROLE AS END USERS OF THE PRODUCT, WHICH CAN NO LONGER BE USED FOR ITS INTENDED PURPOSE.2."PRE-CONSUMER" MATERIAL IS DEFINED AS MATERIAL DIVERTED FROM THE WASTE STREAM DURING THE MANUFACTURING PROCESS. EXCLUDED IS REUTILIZATION OF MATERIALS SUCH AS REWORK, REGRIND, OR SCRAP GENERATED IN A PROCESS AND CAPABLE OF BEING RECLAIMED WITHIN THE SAME PROCESS THAT GENERATED IT.F.RESOURCE REUSE: MATERIAL THAT HAS BEEN KEPT INTACT AND REPURPOSED TO A NEW USE ON THE SAME PROJECT SITE OR FOR THE ORIGINAL OR NEW USE ON A DIFFERENT PROJECT SITE. FURNITURE MAY BE REPURPOSED FOR THE ORIGINAL USE ON THE SAME PROJECT SITE. 1.3SUBMITTALS A.GENERAL: SUBMIT ADDITIONAL LEED SUBMITTALS REQUIRED BY OTHER SPECIFICATION SECTIONS.B.LEED DOCUMENTATION SUBMITTALS:1.CREDIT MR 2: COMPLY WITH SECTION 017419 "CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL."2.CREDIT MR 3: RECEIPTS FOR SALVAGED AND REFURBISHED MATERIALS USED FOR PROJECT, INDICATING SOURCES AND COSTS FOR SALVAGED AND REFURBISHED MATERIALS.3.CREDIT MR 4: PRODUCT DATA AND CERTIFICATION LETTER FROM PRODUCT MANUFACTURERS INDICATING PERCENTAGES BY WEIGHT OF POST-CONSUMER AND PRE-CONSUMER RECYCLED CONTENT FOR PRODUCTS HAVING RECYCLED CONTENT. INCLUDE STATEMENT INDICATING MATERIAL COSTS FOR EACH PRODUCT HAVING RECYCLED CONTENT.4.CREDIT MR 5: PRODUCT DATA INDICATING LOCATION OF MATERIAL MANUFACTURER FOR REGIONALLY MANUFACTURED MATERIALS. INCLUDE STATEMENT INDICATING COST FOR EACH REGIONALLY MANUFACTURED MATERIAL AND FOR EACH REGIONALLY EXTRACTED AND MANUFACTURED MATERIAL.a.INCLUDE STATEMENT INDICATING DISTANCE FROM MANUFACTURER TO PROJECT FOR EACH REGIONALLY MANUFACTURED MATERIAL.b.INCLUDE STATEMENT INDICATING LOCATION OF AND DISTANCE FROM PROJECT TO POINT OF EXTRACTION, HARVEST, OR RECOVERY FOR EACH RAW MATERIAL USED IN REGIONALLY EXTRACTED AND MANUFACTURED MATERIALS.5.CREDIT MR 7: PRODUCT DATA AND CHAIN-OF-CUSTODY CERTIFICATES FOR PRODUCTS CONTAINING CERTIFIED WOOD. INCLUDE STATEMENT INDICATING COST FOR EACH CERTIFIED WOOD PRODUCT.6.CREDIT IEQ 3.1:a.CONSTRUCTION INDOOR-AIR-QUALITY MANAGEMENT PLAN.b.PRODUCT DATA FOR TEMPORARY FILTRATION MEDIA.c.PRODUCT DATA FOR FILTRATION MEDIA USED DURING OCCUPANCY.d.CONSTRUCTION DOCUMENTATION: SIX PHOTOGRAPHS AT THREE DIFFERENT TIMES DURING THE CONSTRUCTION PERIOD, ALONG WITH A BRIEF DESCRIPTION OF THE SMACNA APPROACH EMPLOYED, DOCUMENTING IMPLEMENTATION OF THE INDOOR-AIR-QUALITY MANAGEMENT MEASURES, SUCH AS PROTECTION OF DUCTS AND ON-SITE STORED OR INSTALLED ABSORPTIVE MATERIALS.7.CREDIT IEQ 3.2:a.SIGNED STATEMENT DESCRIBING THE BUILDING AIR FLUSH-OUT PROCEDURES INCLUDING THE DATES WHEN FLUSH-OUT WAS BEGUN AND COMPLETED AND STATEMENT THAT FILTRATION MEDIA WAS REPLACED AFTER FLUSH-OUT.b.PRODUCT DATA FOR FILTRATION MEDIA USED DURING FLUSH-OUT AND DURING OCCUPANCY.8.CREDIT IEQ 4A: PRODUCT DATA FOR ADHESIVES AND SEALANTS USED INSIDE THE WEATHERPROOFING SYSTEM INDICATING VOC CONTENT OF EACH PRODUCT USED.9.CREDIT IEQ 4B: PRODUCT DATA FOR PAINTS AND COATINGS USED INSIDE THE WEATHERPROOFING SYSTEM INDICATING VOC CONTENT OF EACH PRODUCT USED.10.CREDIT IEQ 4D: PRODUCT DATA FOR PRODUCTS CONTAINING COMPOSITE WOOD OR AGRIFIBER PRODUCTS OR WOOD GLUES INDICATING THAT THEY DO NOT CONTAIN UREA-FORMALDEHYDE RESIN. 1.4INFORMATIONAL SUBMITTALSA.LEED ACTION PLANS: PROVIDE PRELIMINARY SUBMITTALS WITHIN SEVEN DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK INDICATING HOW THE FOLLOWING REQUIREMENTS WILL BE MET:1.CREDIT MR 2: WASTE MANAGEMENT PLAN COMPLYING WITH SECTION 017419 "CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL."2.CREDIT IEQ 3.1: CONSTRUCTION INDOOR-AIR-QUALITY MANAGEMENT PLAN.B.LEED PROGRESS REPORTS: CONCURRENT WITH EACH APPLICATION FOR PAYMENT, SUBMIT REPORTS COMPARING ACTUAL CONSTRUCTION AND PURCHASING ACTIVITIES WITH LEED ACTION PLANS FOR THE FOLLOWING:1.CREDIT MR 2: WASTE REDUCTION PROGRESS REPORTS COMPLYING WITH SECTION 017419 "CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL." END OF SECTION 018100 SECTION 018100 - SUSTAINABLE DESIGN REQUIREMENTS GENERAL CONDITIONS 1.1SUMMARY A.COMMISSIONING TEAM:1.MEMBERS REPRESENTING CONTRACTOR, INCLUDING PROJECT SUPERINTENDENT AND SUBCONTRACTORS, INSTALLERS, SUPPLIERS, AND SPECIALISTS.2.MEMBERS REPRESENTING OWNER, INCLUDING COMMISSIONING AGENT (CXA), FACILITY USER AND OPERATION AND MAINTENANCE PERSONNEL, AND ARCHITECT AND ENGINEERING DESIGN PROFESSIONALS.B.CONTRACTOR'S RESPONSIBILITIES: CONTRACTOR SHALL ASSIGN REPRESENTATIVES WITH EXPERTISE AND AUTHORITY TO ACT ON ITS BEHALF AND SHALL SCHEDULE THEM TO PARTICIPATE IN AND PERFORM COMMISSIONING PROCESS ACTIVITIES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:1.INTEGRATE AND COORDINATE COMMISSIONING PROCESS ACTIVITIES WITH CONSTRUCTION SCHEDULE.2.REVIEW AND ACCEPT COMMISSIONING CHECKLISTS AND PROCESS TEST OCEDURES PROVIDED BY THE COMMISSIONING AGENT (CXA).3.SUPPORT COMMISSIONING INSTALLATION REVIEW AND PROCESS TEST PROCEDURES.4.EVALUATE INSTALLATION AND PERFORMANCE DEFICIENCIES IDENTIFIED IN REPORTS AND, IN COLLABORATION WITH ENTITY RESPONSIBLE FOR SYSTEM AND EQUIPMENT INSTALLATION, RECOMMEND CORRECTIVE ACTION.5.COOPERATE WITH THE COMMISSIONING TEAM FOR RESOLUTION OF ISSUES RECORDED IN THE ISSUES LOG.C.COMMISSIONING AGENT’S (CXA'S) RESPONSIBILITIES:1.ORGANIZE AND LEAD COMMISSIONING TEAM.2.PROVIDE AND MANAGE COMMISSIONING PLAN.3.PROVIDE PROJECT-SPECIFIC CHECKLISTS AND TEST PROCEDURES.4.WITNESS, PREPARE AND MAINTAIN COMPLETED INSTALLATION VERIFICATION CHECKLISTS.5.WITNESS SYSTEMS, ASSEMBLIES, EQUIPMENT, AND COMPONENT STARTUP.6.WITNESS, PREPARE, AND MAINTAIN COMPLETED FUNCTIONAL TESTING CHECKLISTS.7.PREPARE AND MAINTAIN THE ISSUES LOG.8.COMPILE COMMISSIONING DOCUMENTS, RESULTS, AND DEFICIENCIES; INCLUDE THEM IN THE SYSTEMS MANUAL AND COMMISSIONING SUMMARY REPORT.9.REVIEW COMMISSIONING REPORT WITH COMMISSIONING TEAM AND IMPLEMENT PLAN TO RESOLVE DEFICIENCIES. END OF SECTION 019113 SECTION 019113 - GENERAL COMMISSIONING REQUIREMENTS EXISTING CONDITIONS 1.1SUMMARYA.DEMOLITION AND REMOVAL OF PORTIONS OF A BUILDING OR STRUCTURE AND SELECTED SITE ELEMENTS.B.HISTORIC ITEMS REMOVED AND SALVAGED FOR OWNER. 1.2SUBMITTALSA.SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE FOLLOWING:1.DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY. ENSURE OWNER'S BUILDING MANAGER'S AND OTHER TENANTS' ON-SITE OPERATIONS ARE UNINTERRUPTED.2.INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY SERVICES WILL BE INTERRUPTED.3.COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES.4.USE OF ELEVATOR AND STAIRS.5.COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF PORTIONS OF EXISTING BUILDING AND OF OWNER'S PARTIAL OCCUPANCY OF COMPLETED WORK. 1.3PROJECT CONDITIONSA.OWNER WILL [NOT] OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA.B.HAZARDOUS MATERIALS: UNKNOWN WHETHER HAZARDOUS MATERIALS WILL BE ENCOUNTERED. IF ENCOUNTERED, OWNER WILL REMOVE HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT. 1.4EXECUTIONA.UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: 1.MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT FROM DAMAGE.2.IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING.3.SHUT OFF: BY [OWNER] [BUILDING MANAGER] [CONTRACTOR].B.SITE ACCESS AND TEMPORARY CONTROLS: MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.C.TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN.D.TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.E.REMOVED AND SALVAGED ITEMS: CLEANED, CRATED, STORED, AND TRANSPORTED TO OWNER'S [ON] [OFF]-SITE STORAGE AREA.F.REMOVED AND REINSTALLED ITEMS: CLEANED, REPAIRED, CRATED, STORED, AND REINSTALLED.G.EXISTING ITEMS TO REMAIN: EXISTING CONSTRUCTION PROTECTED AGAINST DAMAGE.H.DISPOSAL OF DEMOLISHED ITEMS:1.BURNING: NOT PERMITTED.2.DISPOSAL: COMPLY WITH REQUIREMENTS SECTION 017419 “CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL ”. END OF SECTION 024119 SECTION 024119 - SELECTIVE DEMOLITION C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 5 : 5 8 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G012 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA OUTLINESPECIFICATIONS Revision Schedule Rev Date By Description 05/08/2024 CONCRETE 1.1SUMMARYA.CAST-IN-PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT, CONCRETE MATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES, AND FINISHES, FOR THE FOLLOWING:1.FOOTINGS.2.FOUNDATION WALLS.3.SLABS-ON-GRADE. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B.SHOP DRAWINGS:1.REINFORCING: PLACING DRAWINGS THAT DETAIL FABRICATION, BENDING, AND PLACEMENT. INCLUDE BAR SIZES, LENGTHS, MATERIAL, GRADE, BAR SCHEDULES, STIRRUP SPACING, BENT BAR DIAGRAMS, BAR ARRANGEMENT, SPLICES AND LAPS, MECHANICAL CONNECTIONS, TIE SPACING, HOOP SPACING, AND SUPPORTS FOR CONCRETE REINFORCEMENT. 2.SLAB LAYOUTS: DIMENSION LOCATIONS OF CONTROL, EXPANSION, AND CONSTRUCTION JOINTS. RELATE TO BUILDING GRID LINES.C.DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE DESIGN MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS.1.INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR LATER ADDITION AT PROJECT SITE.D.CERTIFICATIONS: SUBMIT MILL CERTIFICATES FOR CEMENT, AGGREGATES, AND REINFORCING. 1.3MATERIALSA.STEEL REINFORCEMENT:1.REINFORCING BARS: DEFORMED.a.MINIMUM RECYCLED CONTENT: 60%2.PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185, PLAIN, FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT SHEETS.B.CONCRETE MATERIALS:1.PORTLAND CEMENT: ASTM C 150, TYPE I, GRAY, SUPPLEMENT WITH THE FOLLOWING:a.FLY ASH: ASTM C 618, CLASS F OR C.b.GROUND GRANULATED BLAST-FURNACE SLAG: ASTM C 989, GRADE 100 OR 120.2.AGGREGATE: NORMAL WEIGHT.3.WATER: ASTM C 94/C 94M.4.ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE.a.AIR-ENTRAINMENT: ASTM C 260.b.WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE A.c.HIGH-RANGE, WATER-REDUCING ADMIXTURE: ASTM C 494/C494M, TYPE F.C.WATERSTOPS: FLEXIBLE RUBBER.D.PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS A. INCLUDE MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE-SENSITIVE JOINT TAPE.E.CURING MATERIALS: WATERBORNE, MONOMOLECULAR FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE.F.RELATED MATERIALS: 1.EXPANSION- AND ISOLATION-JOINT-FILLER STRIPS ASTM D 1751, ASPHALT-SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK OR SELF-EXPANDING CORK.2.BONDING AGENT: ASTM C 1059/C 1059M, TYPE II, NON-REDISPERSIBLE, ACRYLIC EMULSION OR STYRENE BUTADIENE.3.NON-SHRINK GROUTS: ASTM C 1107, GRADE B; NON-SHRINK NON-CATALYZEDNATURAL AGGREGATE GROUT; MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS; 25 TO 30 SECOND FLOW WHEN TESTED IN ACCORDANCE WITH ASTM C 939 AT 45 TO 90 DEGREES F; CEMENT GRAY IN COLOR4.FORM RELEASE COATING: WATER BASED TYPE; VOC <150G/I; NOX-CRETE "UTILITY RELEASE. CRESSET CHEMICAL COMPANY CRETE 20_VOC,” OR APPROVED; NON STAINING.G.REPAIR MATERIALS: 1.REPAIR UNDERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELING PRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/8 INCH(3.2 MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS.a.CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219.b.PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDEDFOR SUBSTRATE, CONDITIONS, AND APPLICATION.c.AGGREGATE: WELL-GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH(3.2 TO 6 MM) OR COARSE SAND AS RECOMMENDED BY UNDERLAYMENTMANUFACTURER.D.COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI(29 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M.2.REPAIR OVERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELINGPRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/8 INCH(3.2 MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOORELEVATIONS.a.CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219. b.PRIMER: PRODUCT OF TOPPING MANUFACTURER RECOMMENDED FOR SUBSTRATE, CONDITIONS, AND APPLICATION. c.AGGREGATE: WELL-GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH(3.2 TO 6 MM) OR COARSE SAND AS RECOMMENDED BY TOPPING MANUFACTURER.d.COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI(34.5 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M. 1.4INSTALLATIONA.FLOOR AND SLAB FINISHES:1.FLOAT: SURFACES TO RECEIVE TROWEL FINISH.2.TROWEL: SURFACES EXPOSED TO VIEW, AND SURFACES TO BE COVERED WITH RESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE SET OVER ACLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN-FILM-FINISH COATING SYSTEM.3.TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITH CERAMIC OR QUARRY TILE INSTALLED BY EITHER THICKSET OR THIN-SET METHOD.4.BROOM: EXTERIOR CONCRETE PLATFORMS, PATIO, STEPS AND RAMPS. 1.5FIELD QUALITY CONTROLA.TESTING: BY OWNER-ENGAGED AGENCY.B.INSPECTIONS: BY OWNER-ENGAGED SPECIAL INSPECTOR. END OF SECTION 033000 SECTION 033000 - CAST-IN-PLACE CONCRETE CONCRETE 1.1SUBMITTALSA.QUALIFICATION DATA: FOR QUALIFIED APPLICATOR.B.MATERIAL CERTIFICATES. 1.2FLOOR AND SLAB TREATMENTSA.VOC CONTENT: FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24).B.UNPIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED DRY COMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE, AND PLASTICIZING ADMIXTURE.C.PIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED, DRY COMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE, COLOR PIGMENTS, AND PLASTICIZING ADMIXTURE. USE COLOR PIGMENTS THAT ARE FINELY GROUND, NONFADING MINERAL OXIDES INTERGROUND WITH CEMENT. 1.3LIQUID FLOOR TREATMENTSA.VOC CONTENT: LIQUID FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24).B.PENETRATING LIQUID FLOOR TREATMENT: CLEAR, CHEMICALLY REACTIVE, WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS AND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES, HARDENS, AND DENSIFIES CONCRETE SURFACES.C.PENETRATING LIQUID FLOOR TREATMENTS FOR POLISHED CONCRETE FINISH: CLEAR, WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS AND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES, HARDENS, AND IS SUITABLE FOR POLISHED CONCRETE SURFACES. 1.4INSTALLATIONA.DRY-SHAKE FLOOR HARDENER FINISH: AFTER INITIAL FLOATING, APPLY DRY-SHAKE FLOOR HARDENER TO SURFACESB.PENETRATING LIQUID FLOOR TREATMENT: PREPARE, APPLY, AND FINISH PENETRATING LIQUID FLOOR TREATMENT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.C.SEALING COAT: UNIFORMLY APPLY A CONTINUOUS SEALING COAT OF CURING AND SEALING COMPOUND TO HARDENED CONCRETE BY POWER SPRAY OR ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.D.PROTECT LIQUID FLOOR TREATMENT FROM DAMAGE AND WEAR DURING THE REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTIVE METHODS AND MATERIALS, INCLUDING TEMPORARY COVERING, RECOMMENDED IN WRITING BY LIQUID FLOOR TREATMENTS INSTALLER. END OF SECTION 033500 SECTION 033500 - CONCRETE FINISHING CONCRETE 1.1SUMMARYA.HYDRAULIC-CEMENT-BASED UNDERLAYMENT FOR USE BELOW INTERIOR FLOOR COVERINGS. 1.2MATERIALSA.UNDERLAYMENT: HYDRAULIC-CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELING PRODUCT THAT CAN BE APPLIED IN MINIMUM UNIFORM THICKNESS OF 1/4 INCH (6 MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS.1.CEMENT BINDER: PORTLAND CEMENT, OR OTHER HYDRAULIC OR BLENDED HYDRAULIC CEMENT.B.PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN WRITING FOR SUBSTRATE, CONDITIONS, AND APPLICATION INDICATED.1.PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D. END OF SECTION 035416 SECTION 035416 - HYDRAULIC-CEMENT-BASED UNDERLAYMENT MASONRY 1.1SUMMARYA.MASONRY CONSTRUCTION:1.MASONRY VENEER. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B.SHOP DRAWINGS: FOR THE FOLLOWING:1.MASONRY UNITS: SHOW SIZES, PROFILES, COURSING, AND LOCATIONS OF SPECIAL SHAPES.2.FABRICATED FLASHING: DETAIL CORNER UNITS, END-DAM UNITS, AND OTHER.SPECIAL APPLICATIONS.C.SAMPLES FOR VERIFICATION: FOR EACH TYPE AND COLOR OF THE FOLLOWING: 1.FACE BRICK.2.SPECIAL BRICK SHAPES.3.PIGMENTED AND COLORED-AGGREGATE MORTAR. MAKE SAMPLES USING SAME SAND AND MORTAR INGREDIENTS TO BE USED ON PROJECT. LABEL SAMPLES TO INDICATE TYPES AND AMOUNTS OF PIGMENTS USED.4.ACCESSORIES EMBEDDED IN MASONRY.D.MIX DESIGNS: FOR EACH TYPE OF MORTAR AND GROUT. INCLUDE DESCRIPTION OF TYPE AND PROPORTIONS OF INGREDIENTS.1.INCLUDE TEST REPORTS, PER ASTM C 780, FOR MORTAR MIXES REQUIRED TO COMPLY WITH PROPERTY SPECIFICATION.2.INCLUDE TEST REPORTS, PER ASTM C 1019, FOR GROUT MIXES REQUIRED TO COMPLY WITH COMPRESSIVE STRENGTH REQUIREMENT.E.COLD-WEATHER PROCEDURES: DETAILED DESCRIPTION OF METHODS, MATERIALS, AND EQUIPMENT TO BE USED TO COMPLY WITH COLD-WEATHER REQUIREMENTS. 1.3QUALITY ASSURANCEA.PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE TO COMPLY WITH REQUIREMENTS IN GENERAL CONDITIONS OF THE CONTRACT. 1.4MATERIALSA.FACE BRICK: FACING BRICK COMPLYING WITH ASTM C 216.1.GRADE: [SW] [MW OR SW].2.TYPE: FBS3.INITIAL RATE OF ABSORPTION: LESS THAN 30 G/30 SQ. IN. (30 G/194 SQ. CM) PER MINUTE WHEN TESTED PER ASTM C 67.B.EFFLORESCENCE: PROVIDE BRICK THAT HAS BEEN TESTED ACCORDING TO ASTM C 67 AND IS RATED "NOT EFFLORESCED."1.SIZE (ACTUAL DIMENSIONS): 3-5/8 INCHES(92 MM) WIDE BY 2-1/4 INCHES (57 MM)HIGH BY 11-5/8 INCHES(194 MM) LONG.C.MASONRY JOINT REINFORCEMENT:1.MASONRY JOINT REINFORCEMENT, GENERAL: ASTM A 951/A 951M.2.MASONRY JOINT REINFORCEMENT FOR VENEERS ANCHORED WITH SEISMICMASONRY-VENEER ANCHORS: SINGLE 0.187-INCH- (4.76-MM-) DIAMETER, [HOT-DIP GALVANIZED, CARBON] [STAINLESS]-STEEL CONTINUOUS WIRE.D.TIES AND ANCHORS: HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 1.GENERAL: TIES AND ANCHORS SHALL EXTEND AT LEAST 1-1/2 INCHES (38 MM)INTO VENEER BUT WITH AT LEAST A 5/8-INCH (16-MM) COVER ON OUTSIDE FACE.2.ADJUSTABLE ANCHORS FOR CONNECTING TO CONCRETE: PROVIDE ANCHORS THAT ALLOW VERTICAL OR HORIZONTAL ADJUSTMENT BUT RESIST TENSION AND COMPRESSION FORCES PERPENDICULAR TO PLANE OF WALL.3.RIGID ANCHORS.4.ADJUSTABLE MASONRY-VENEER ANCHORS: PROVIDE ANCHORS THAT ALLOW VERTICAL ADJUSTMENT BUT RESIST A 100-LBF (445-N) LOAD IN BOTH TENSIONAND COMPRESSION PERPENDICULAR TO PLANE OF WALL WITHOUT DEFORMINGOR DEVELOPING PLAY IN EXCESS OF 1/16 INCH (1.5 MM).E.EMBEDDED FLASHING:1.ALL FLASHING: STAINLESS STEEL.2.PARTIALLY EXPOSED FLASHING: STAINLESS STEEL.F.MESH WEEP/VENT: FREE-DRAINING MESH; MADE FROM POLYETHYLENE STRANDS, FULL HEIGHT AND WIDTH OF HEAD JOINT AND DEPTH 1/8 INCH (3 MM) LESS THAN DEPTH OF OUTER WYTHE; IN COLOR SELECTED FROM MANUFACTURER'S STANDARD.G.CAVITY DRAINAGE MATERIAL: FREE-DRAINING MESH, MADE FROM POLYMER STRANDS THAT WILL NOT DEGRADE WITHIN THE WALL CAVITY.H.MORTAR:1.PORTLAND CEMENT-LIME MORTAR UNLESS OTHERWISE INDICATED.a.ALKALI CONTENT SHALL NOT BE MORE THAN 0.1 PERCENT WHEN TESTEDACCORDING TO ASTM C 114. 1.5SOURCE QUALITY CONTROLA.TESTING AGENCY: OWNER ENGAGED, WITH PAYMENT BY OWNER. 1.6INSTALLATIONA.MATCH EXISTING MASONRY COURSING, BONDING, COLOR, AND TEXTURE.B.BOND PATTERN: AS INDICATED.C.CLEAN MASONRY WASTE RECYCLED AS FILL MATERIAL. 1.7FIELD QUALITY CONTROLA.TESTING AGENCY: OWNER ENGAGED.B.INSPECTIONS: SPECIAL INSPECTIONS ACCORDING TO LEVEL B IN TMS 402/ACI 530/ASCE 5. END OF SECTION 042113 SECTION 042113 - BRICK MASONRY MASONRY 1.1SUMMARYA.MASONRY CONSTRUCTION:1.SINGLE-WYTHE MASONRY. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B.SHOP DRAWINGS: FOR THE FOLLOWING:1.REINFORCING STEEL: DETAIL BENDING AND PLACEMENT OF UNIT MASONRY REINFORCING BARS. COMPLY WITH ACI 315, "DETAILS AND REINFORCED WALLS.2.FABRICATED FLASHING: DETAIL CORNER UNITS, END-DAM UNITS, AND OTHER SPECIAL APPLICATIONS.C.SAMPLES FOR VERIFICATION: FOR EACH TYPE AND COLOR OF THE FOLLOWING: 1.EXPOSED CONCRETE MASONRY UNITS.D.MIX DESIGNS: FOR EACH TYPE OF MORTAR AND GROUT. INCLUDE DESCRIPTION OF TYPE AND PROPORTIONS OF INGREDIENTS.1.INCLUDE TEST REPORTS, PER ASTM C 780, FOR MORTAR MIXES REQUIRED TO COMPLY WITH PROPERTY SPECIFICATION.2.INCLUDE TEST REPORTS, PER ASTM C 1019, FOR GROUT MIXES REQUIRED TOCOMPLY WITH COMPRESSIVE STRENGTH REQUIREMENT. 1.3MATERIALSA.CONCRETE MASONRY UNITS (CMUS):1.UNITS MADE WITH INTEGRAL WATER REPELLENT FOR EXPOSED UNITS ANDWHERE INDICATED.2.CONCRETE MASONRY UNITS: MEDIUM WEIGHT UNLESS INDICATED OTHERWISE.B.MASONRY LINTELS: PREFABRICATED OR BUILT-IN-PLACE CMU LINTELS.C.REINFORCING STEEL: UNCOATED STEEL REINFORCING BARS.D.REINFORCING BAR POSITIONERS: WIRE UNITS DESIGNED TO FIT INTO MORTAR BEDJOINTS SPANNING MASONRY UNIT CELLS AND TO HOLD REINFORCING BARS IN CENTER OF CELLS.E.MASONRY JOINT REINFORCEMENT:1.EXTERIOR WALLS: HOT-DIP GALVANIZED, CARBON STEEL.F.EMBEDDED FLASHING:1.ALL FLASHING: STAINLESS STEEL2.SINGLE-WYTHE CMU FLASHING SYSTEM: HIGH-DENSITY POLYETHYLENE CELLFLASHING PANS AND INTERLOCKING CMU WEB COVERS.G.MASONRY-CELL INSULATION: LOOSE-GRANULAR PERLITE.H.MORTAR: PORTLAND CEMENT-LIME MORTAR UNLESS OTHERWISE INDICATED. 1.4INSTALLATIONA.MATCH EXISTING MASONRY COURSING, BONDING, COLOR, AND TEXTURE.B.BOND PATTERN: RUNNING BOND.C.CLEAN MASONRY WASTE RECYCLED AS FILL MATERIAL. 1.5FIELD QUALITY CONTROLA.TESTING AGENCY: OWNER ENGAGEDB.INSPECTIONS: SPECIAL INSPECTIONS ACCORDING TO LEVEL B IN TMS 402/ACI 530/ASCE 5. END OF SECTION 042200 SECTION 042200 - CONCRETE MASONRY UNITS METALS 1.1SUMMARYA.STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT.B.STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS.C.SHELF ANGLES.D.METAL BOLLARDS. 1.2SUBMITTALSA.PRODUCT DATA: FOR THE FOLLOWING:1.PAINT PRODUCTS.2.GROUT.3.ALL PREFABRICATED PRODUCTS.B.SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS.1.INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS OF METAL FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND ACCESSORY ITEMS.2.PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FOR INSTALLATION UNDER OTHER SECTIONS.C.WELDING CERTIFICATES. 1.3PRODUCTSA.MATERIALS: STEEL PLATES, SHAPES, AND BARS, STEEL PIPE, SLOTTED CHANNEL FRAMING.1.LOW-EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24).B.MISCELLANEOUS FRAMING AND SUPPORTS:1.STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS.2.GALVANIZE WHERE INDICATED.3.PRIME WITH ZINC-RICH PRIMER WHERE INDICATED.a.ZINC-RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24).C.LOOSE STEEL LINTELS, GALVANIZED AT EXTERIOR WALLS.D.SHELF ANGLES, GALVANIZED.E.STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS, FOR CASTING INTO CONCRETE.F.METAL BOLLARDS: SCHEDULE 40 STEEL PIPE. END OF SECTION 055000 SECTION 055000 - METAL FABRICATIONS C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 0 1 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G013 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA OUTLINESPECIFICATIONS Revision Schedule Rev Date By Description 05/08/2024 WOODS AND PLASTICS 1.1MATERIALSA.WOOD-PRESERVATIVE-TREATED LUMBER:1.PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2, BUT USE CATEGORY UC3B FOR EXTERIOR CONSTRUCTION AND USE CATEGORY UC4A FOR ITEMS IN CONTACT WITH THE GROUND.a.PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR CHROMIUM. DO NOT USE INORGANIC BORON (SBX) FOR SILL PLATES.2.APPLICATION: ITEMS INDICATED AND AS FOLLOWS:a.ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING.b.ITEMS IN CONTACT WITH CONCRETE OR MASONRY.c.FRAMING LESS THAN 18 INCHES (460 MM) ABOVE GROUND INCRAWLSPACES.d.FLOOR PLATES INSTALLED OVER CONCRETE SLABS-ON-GRADE.B.DIMENSION LUMBER FRAMING:1.EXPOSED FRAMING: HAND-SELECTED FOR APPEARANCE AND FREEDOM FROM DECAY, HONEYCOMB, KNOT-HOLES, SHAKE, SPLITS, TORN GRAIN AND WANE.a.APPLICATION: EXPOSED EXTERIOR AND INTERIOR FRAMING INDICATED TORECEIVE A STAINED OR NATURAL FINISH.b.SPECIES AND GRADE: AS INDICATED FOR LOAD-BEARING CONSTRUCTION.C.ENGINEERED WOOD PRODUCTS, GENERAL: PRODUCTS LOCATED WITHIN THE BUILDING WEATHERPROOFING SYSTEM SHALL CONTAIN NO ADDED UREA RMALDEHYDE.D.SHEAR WALL PANELS, GENERAL: PRODUCTS LOCATED WITHIN THE BUILDING WEATHERPROOFING SYSTEM SHALL CONTAIN NO ADDED UREA FORMALDEHYDE.E.FASTENERS: [HOT-DIP GALVANIZED] [STAINLESS] STEEL WHERE EXPOSED TO WEATHER, IN GROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGH RELATIVE HUMIDITY.F.METAL FRAMING ANCHORS:1.HOT-DIP GALVANIZED STEEL FOR INTERIOR LOCATIONS.2.HOT-DIP, HEAVY-GALVANIZED STEEL FOR TREATED LUMBER AND WHERE INDICATED.3.STAINLESS STEEL FOR EXTERIOR AND WHERE INDICATED.G.MISCELLANEOUS MATERIALS:1.SILL-SEALER GASKETS: [GLASS-FIBER INSULATION] [NEOPRENE FOAM].2.ADHESIVES SHALL HAVE A VOC CONTENT OF 70 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). END OF SECTION 061000 SECTION 061000 - ROUGH CARPENTRY WOODS AND PLASTICS 1.1MATERIALSA.WOOD-PRESERVATIVE-TREATED MATERIALS:1.PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2.a.PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR CHROMIUM. DO NOT USE INORGANIC BORON (SBX) FOR SILL PLATES.2.APPLICATION: ITEMS INDICATED AND THE FOLLOWING:a.ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING.b.ITEMS IN CONTACT WITH CONCRETE OR MASONRY.c.FRAMING LESS THAN 18 INCHES (460 MM) ABOVE GROUND IN CRAWLSPACES.d.FLOOR PLATES INSTALLED OVER CONCRETE SLABS-ON-GRADE.B.FIRE-RETARDANT-TREATED MATERIALS:1.EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED.2.INTERIOR TYPE A UNLESS OTHERWISE INDICATED.3.APPLICATION: ITEMS INDICATED AND THE FOLLOWING:a.FRAMING FOR RAISED PLATFORMS.b.CONCEALED BLOCKING.c.ROOF FRAMING AND BLOCKING.d.ITEMS IN CONTACT WITH ROOFING.e.PLYWOOD BACKING PANELS.C.FRAMING:1.NON-LOAD-BEARING INTERIOR PARTITIONS: CONSTRUCTION OR NO. 2 GRADE.D.MISCELLANEOUS LUMBER:1.DIMENSION LUMBER: CONSTRUCTION OR NO. 2 GRADE.2.UTILITY SHELVING: 19 PERCENT MAXIMUM MOISTURE CONTENT.3.CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT.E.PLYWOOD BACKING PANELS: EXPOSURE 1, C-D PLUGGED, [FIRE-RETARDANT TREATED]. F.FASTENERS: HOT-DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER, IN GROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGH RELATIVE HUMIDITY.G.METAL FRAMING ANCHORS:1.METAL: GALVANIZED STEEL; HOT-DIP HEAVY GALVANIZED STEEL FOR WOOD-PRESERVATIVE-TREATED LUMBER AND WHERE INDICATED.H.ADHESIVES: ADHESIVES SHALL HAVE A VOC CONTENT OF 70 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.2INSTALLATIONA.FURRING TO RECEIVE PLYWOOD OR HARDBOARD PANELING: 1-BY-3-INCH NOMINAL-SIZE (19-BY-63-MM ACTUAL-SIZE) FURRING AT 24 INCHES (610 MM) O.C.B.FURRING TO RECEIVE GYPSUM BOARD: 1-BY-2-INCH NOMINAL-SIZE (19-BY-38-MM ACTUAL-SIZE) FURRING AT 16 INCHES (406 MM) O.C. END OF SECTION 061053 SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY WOODS AND PLASTICS 1.1MATERIALSA.WOOD PRODUCTS, GENERAL:1.WOOD PANEL PRODUCTS LOCATED WITHIN THE BUILDING WEATHERPROOFING SYSTEM SHALL CONTAIN NO ADDED UREA FORMALDEHYDE.B.PRESERVATIVE-TREATED PLYWOOD:1.PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2, BUT USE CATEGORY UC3B FOR EXTERIOR CONSTRUCTION AND USE CATEGORY UC4A FOR ITEMS IN CONTACT WITH THE GROUND.2.PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR CHROMIUM.3.APPLICATION: TREAT PLYWOOD IN CONTACT WITH MASONRY OR CONCRETE OR USED WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WATERPROOFING.C.FIRE-RETARDANT-TREATED PLYWOOD:1.EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED.2.INTERIOR TYPE A, HIGH TEMPERATURE (HT) FOR ROOF SHEATHING AND WHEREINDICATED.3.INTERIOR TYPE A, UNLESS OTHERWISE INDICATED.4.APPLICATION: TREAT THE FOLLOWING:a.ROOF SHEATHING AT FIRE AND PARTY WALLS.b.WALL SHEATHING AT FIRE AND PARTY WALLS.c.ROOF SHEATHING.d.SUBFLOORING AND UNDERLAYMENT FOR RAISED PLATFORMS.D.FASTENERS: [HOT-DIP GALVANIZED] [STAINLESS] STEEL WHERE EXPOSED TO WEATHER, IN GROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGH RELATIVE HUMIDITY.E.MISCELLANEOUS MATERIALS:1.ADHESIVES SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.2INSTALLATIONA.WOOD STRUCTURAL PANEL:1.COMBINATION SUBFLOOR-UNDERLAYMENT:a.[GLUE AND NAIL] [NAIL] TO WOOD FRAMING.b.SCREW TO COLD-FORMED METAL FRAMING.2.SUBFLOORING:a.[GLUE AND NAIL] [NAIL] [NAIL OR STAPLE] TO WOOD FRAMING.b.SCREW TO COLD-FORMED METAL FRAMING.3.SHEATHING:a.[NAIL] [NAIL OR STAPLE] TO WOOD FRAMING.b.SCREW TO COLD-FORMED METAL FRAMING.4.UNDERLAYMENT:a.[NAIL] [NAIL OR STAPLE] TO SUBFLOORING. B.GYPSUM SHEATHING: 1.[NAIL] [OR] [SCREW] TO WOOD FRAMING. 2.SCREW TO COLD-FORMED METAL FRAMING.C.FIBERBOARD SHEATHING: 1.[NAIL] [NAIL OR STAPLE] TO WOOD FRAMING.D.PARTICLEBOARD UNDERLAYMENT:1.[GLUE AND NAIL] [NAIL] [NAIL OR STAPLE] TO SUBFLOORING.E.HARDBOARD UNDERLAYMENT:1.[NAIL] [NAIL OR STAPLE] TO SUBFLOORING. END OF SECTION 061600 SECTION 061600 - SHEATHING WOODS AND PLASTICS 1.1SUMMARYA.SECTION INCLUDES:1.STRUCTURAL INSULATED PANELS. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE RATED CAPACITIES, OPERATING CHARACTERISTICS, AND FURNISHED SPECIALTIES ANDACCESSORIES.B.SUBMIT SHOP DRAWINGS TO INDICATE PROJECT LAYOUT AND ELEVATIONS, MENSIONS AND THICKNESS OF PANELS, CONNECTIONS, ALL PENETRATIONS, DETAILS AND LOCATION OF JOINTS AND GASKETS INCLUDING PANEL JOINTS AND JOINTS REQUIRED FOR THERMAL MOVEMENT, SEALANTS AND GASKETS, METHOD OF ANCHORAGE, NUMBER OF ANCHORS, SUPPORTS, REINFORCEMENT, TRIM, FLASHINGS, ACCESSORIES, MATERIALS AND FINISHES.C.COORDINATION DRAWINGS: WALL ELEVATIONS, PLANS, AND OTHER DETAILS, DRAWN TO SCALE, ON WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH EACH OTHER, USING INPUT FROM INSTALLERS OF THE ITEMS INVOLVED:1.ELECTRICAL AND PLUMBING WALL PENETRATIONS.2.IN-WALL CONDUIT.3.IN-WALL PIPING.D.PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY A QUALIFIED TESTING AGENCY, FOR PANEL ASSEMBLIES.E.LABELS: SUBMIT COPY OF LABEL APPROVED BY INSPECTION AGENCY CERTIFYING THAT MANUFACTURE OF PANELS COMPLIES WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES.F.INSTRUCTIONS: SUBMIT MANUFACTURER’S INSTALLATION INSTRUCTIONS. 1.3MATERIALSA.STRUCTURAL INSULATED PANEL: A PRESSURE LAMINATED COMPOSITE PANEL CONSISTING OF THE FOLLOWING.1.EXTERIOR FACES OF FORMALDEHYDE FREE ORIENTED STRAND BOARD.2.INTERNAL BLOCKING OF FORMALDEHYDE FEE ENGINEERED LUMBER.3.INSULATING CORE OF EXPANDED POLYSTYRENE. 1.4ACCESSORIESA.FASTENERS – SHALL BE #14 CORROSION RESISTANT SCREWS FOR JOINING OF PANELS AND ATTACHMENT OF PANEL TO FRAMES, ROOF AND CORNERS. IN ADDITION, ZINC GALVANIZED SCREWS, NAILS OR STAPLES SHALL BE USED FOR SPLINE AND PLATE ATTACHMENTS. ALL FASTENERS AS SUPPLIED OR APPROVED BY PANEL MANUFACTURER FOLLOWING FASTENING REQUIREMENTS.B.CONSTRUCTION ADHESIVE: USE ADHESIVES THAT HAVE A VOC CONTENT OF 70 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D(EPA METHOD 24). END OF SECTION 063000 SECTION 063000 - STRUCTURAL INSULATED PANELS WOODS AND PLASTICS 1.1SUMMARYA.INTERIOR STANDING AND RUNNING TRIM.B.FLUSH WOOD PANELING AND WAINSCOTS.C.MELAMINE CABINETS.D.SOLID-SURFACING-MATERIAL COUNTERTOPS.E.CLOSET AND UTILITY SHELVING. 1.2QUALITY ASSURANCEA.QUALITY STANDARD: AWI. 1.3MATERIALSA.WOOD PRODUCTS: COMPLY WITH THE FOLLOWING:1.HARDBOARD: AHA A135.4, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE.2.MEDIUM-DENSITY FIBERBOARD: ANSI A208.2, GRADE 130, MADE WITH BINDERCONTAINING NO UREA FORMALDEHYDE.3.MOISTURE RESISTANT MEDIUM-DENSITY FIBERBOARD: ANSI A208.2, GRADE MD, MR50, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE.4.STRAW-BASED PARTICLEBOARD: ANSI A208.1, GRADE M-2, EXCEPT FOR DENSITY, MADE WITH ADHESIVE CONTAINING NO UREA FORMALDEHYDE.5.SOFTWOOD PLYWOOD: DOC PS 16.VENEER-FACED PANEL PRODUCTS (HARDWOOD PLYWOOD): HPVA HP-1, MADE WITH ADHESIVE CONTAINING NO UREA FORMALDEHYDE.B.ADHESIVES, GENERAL: DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE.C.VOC LIMITS FOR INSTALLATION ADHESIVES AND GLUES: USE INSTALLATION ADHESIVES THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24):1.WOOD GLUES: 30 G/L.2.PANEL ADHESIVE: 50 G/L3.MULTIPURPOSE CONSTRUCTION ADHESIVE: 70 G/L4.CONTACT ADHESIVE: 80 G/L.a.SPECIAL PURPOSE: 250 G/LD.CLOSET AND UTILITY SHELVING:1.GRADE: ECONOMY.2.SHELF MATERIAL: 3/4-INCH(19-MM) THERMOSET DECORATIVE PANEL WITH PVCOR POLYESTER EDGE BANDING.3.CLEATS: 3/4-INCH(19-MM) PANEL PRODUCT.E.SHOP FINISHING:1.GRADE: SAME GRADE AS WOODWORK.2.EXTENT: ALL WOODWORK SHOP FINISHED. 1.4INSTALLATIONA.SCRIBE AND CUT MILLWORK TO FIT ADJOINING WORK, REFINISH CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS.B.ANCHOR MILLWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR COMPLETE INSTALLATION. USE FINE FINISHING NAILS OR FINISHING SCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSH WITH MILLWORK AND MATCHING FINAL FINISH IF TRANSPARENT FINISH IS INDICATED.C.CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED OPERATION. COMPLETE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS INDICATED.1.INSTALL CABINETS WITH NO MORE THAN 1/8 INCH IN 96-INCH(3 MM IN 2400-MM) SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE.D.COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OF COUNTERTOP.1.ALIGN ADJACENT SOLID-SURFACING-MATERIAL COUNTERTOPS AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONSUSING ADHESIVE IN COLOR TO MATCH COUNTERTOP. CAREFULLY DRESS JOINTS SMOOTH, REMOVE SURFACE SCRATCHES, AND CLEAN ENTIRE SURFACE.2.INSTALL COUNTERTOPS WITH NO MORE THAN 1/8 INCH IN 96-INCH(3 MM IN 2400-MM) SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE.3.SECURE COVED BACKSPLASHES TO TOPS PER MANUFACTURES FABRICATION MANUAL AND TO WALLS WITH ADHESIVE.4.CALK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT SPECIFIED INDIVISION 7 SECTION "JOINT SEALANTS." END OF SECTION 064000 SECTION 064000 - INTERIOR ARCHITECTURAL WOODWORK WOODS AND PLASTICS PART 1 - GENERAL 1.1SUMMARYA.SECTION INCLUDES THE FOLLOWING:1.GLASS-FIBER REINFORCED PLASTIC (FRP) WALL PANELING.2.MOLDING, ADHESIVES, AND JOINT SEALANTS. 1.2PLASTIC SHEET PANELINGA.GLASS-FIBER-REINFORCED PLASTIC PANELING: GELCOAT-FINISHED, GLASS-FIBERREINFORCED PLASTIC PANELS COMPLYING WITH ASTM D 5319.1.LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE TESTING ANDPRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTHSERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS."2.NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES.3.COLOR: WHITE.4.MOLDING COLOR: WHITE.5.SURFACE FINISH: MOLDED PEBBLE TEXTURE.B.UNREINFORCED POLYPROPYLENE PANELING: SOLID POLYPROPYLENE PANELS MADE FROM NO LESS THAN 80 PERCENT RECYCLED MATERIAL.1.LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLICHEALTH'S (FORMERLY, THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES') "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS."2.NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES.3.COLOR: WHITE.4.MOLDING COLOR: WHITE.5.SURFACE FINISH: MOLDED PEBBLE TEXTURE. 1.3ADHESIVESA.AS RECOMMENDED BY PLASTIC PANELING MANUFACTURER.1.VOC LIMIT: 50 G/L. 1.4ACCESSORIESA.TRIM ACCESSORIES: MANUFACTURER'S STANDARD ONE-PIECE VINYL EXTRUSIONSDESIGNED TO RETAIN AND COVER EDGES OF PANELS. PROVIDE DIVISION BARS,INSIDE CORNERS, OUTSIDE CORNERS, AND CAPS AS NEEDED TO CONCEAL EDGES.1.COLOR: WHITE. END OF SECTION 064400 SECTION 064400 - PLASTIC PANELING THERMAL AND MOISTURE PROTECTION 1.1MATERIALSA.COLD-APPLIED, EMULSIFIED ASPHALT: VOC OF 250 G/L OR LESS. 1.2INSTALLATIONA.COLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING:1.CONCRETE FOUNDATIONS AND PARGED MASONRY FOUNDATION WALLS: TWOBRUSH OR SPRAY COATS, ONE FIBERED BRUSH OR SPRAY COAT, OR ONETROWEL COAT.2.UNPARGED MASONRY FOUNDATION WALLS: PRIMER AND TWO BRUSH OR SPRAY COATS, PRIMER AND ONE FIBERED BRUSH OR SPRAY COAT, OR PRIMER AND ONE ROWEL COAT.3.UNEXPOSED FACES OF CONCRETE RETAINING WALLS: ONE BRUSH OR SPRAYCOAT.4.UNEXPOSED FACES OF MASONRY RETAINING WALLS: PRIMER AND ONE BRUSHOR SPRAY COAT.5.MASONRY BACKUP FOR BRICK VENEER ASSEMBLIES: PRIMER AND ONE BRUSHOR SPRAY COAT.6.EXTERIOR FACE OF INNER WYTHE OF CAVITY WALLS: PRIMER AND ONE BRUSHOR SPRAY COAT.7.INTERIOR FACE OF SINGLE-WYTHE EXTERIOR MASONRY WALLS: PRIMER ANDONE BRUSH OR SPRAY COAT. END OF SECTION 071113 SECTION 071113 - BITUMINOUS DAMPPROOFING THERMAL AND MOISTURE PROTECTION 1.1MATERIALSA.MODIFIED BITUMINOUS SHEET: MINIMUM 60-MIL (1.5-MM) NOMINAL THICKNESS.B.MODIFIED BITUMINOUS SHEET, FABRIC REINFORCED: MINIMUM 60-MIL (1.5-MM) NOMINAL THICKNESS.C.EPDM RUBBER SHEET WATERPROOFING: 60 MILS (1.5 MM) THICK, UNREINFORCED. D.BUTYL RUBBER SHEET WATERPROOFING: [60 MILS (1.5 MM)] [90 MILS (2.3 MM)] [120 MILS (3.0 MM)] THICK, UNREINFORCED.E.AUXILIARY MATERIALS:1.PRIMER: WATERBORNE.2.METAL TERMINATION BARS: ALUMINUM.3.PROTECTION COURSE: AS RECOMMENDED BY MANUFACTURER.F.MOLDED-SHEET DRAINAGE PANELS: MOLDED-PLASTIC DRAINAGE CORE WITH A [NONWOVEN] [WOVEN] GEOTEXTILE FACING. G.[HIGH-CAPACITY, MOLDED-SHEET COLLECTOR-PANEL SYSTEM: MOLDED-PLASTIC DRAINAGE CORE WITH A WOVEN GEOTEXTILE FACING; BY SAME MANUFACTURER AS MOLDED-SHEET DRAINAGE PANELS.]H.INSULATION: EXTRUDED-POLYSTYRENE BOARD.I.INSULATION DRAINAGE PANELS: EXTRUDED-POLYSTYRENE BOARD, WITH GROOVED DRAINAGE CHANNELS; FOR WALL INSTALLATION. 1.2INSTALLATIONA.MODIFIED BITUMINOUS SHEET: ONE-PLY APPLICATION.B.RUBBER SHEET: FULLY ADHERED, CEMENT SPLICE SEAMS. END OF SECTION 071300 SECTION 071300 - WATERPROOFING THERMAL AND MOISTURE PROTECTION 1.1SUMMARYA.APPLICATIONS:1.PERIMETER INSULATION UNDER SLABS-ON-GRADE.2.PERIMETER WALL INSULATION (SUPPORTING BACKFILL).3.CONCEALED BUILDING INSULATION.4.VAPOR RETARDERS.5.SOUND ATTENUATION INSULATION. 1.2PERFORMANCE REQUIREMENTSA.PLENUM RATING: GLASS [SLAG-WOOL-FIBER/ROCK-WOOL]-FIBER INSULATION RATED FOR RESISTANCE AGAINST EROSION AND MOLD GROWTH PER UL 181. 1.3MATERIALSA.INSULATION:1.ALL INSULATION MATERIALS LOCATED WITHIN THE WATERPROOF MEMBRANEMUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPONTHE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. B.VAPOR RETARDERS: [POLYETHYLENE] [REINFORCED POLYETHYLENE] [FIRE-RETARDANT, REINFORCED POLYETHYLENE] [FOIL-POLYESTER FILM]. END OF SECTION 072100 SECTION 072100 - BUILDING INSULATION THERMAL AND MOISTURE PROTECTION 1.1MATERIALSA.[BUILDING PAPER: NO. 15 ASPHALT-SATURATED ORGANIC FELT, UNPERFORATED.] [BUILDING PAPER: WATER-VAPOR-PERMEABLE , ASPHALT-SATURATED KRAFT BUILDING PAPER.][BUILDING WRAP: WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, WHEN TESTED ACCORDINGTO ASTM E 84; UV STABILIZED; AND ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.] B.BUILDING-WRAP TAPE: PRESSURE-SENSITIVE PLASTIC TAPE RECOMMENDED BY BUILDING-WRAP MANUFACTURER FOR SEALING JOINTS AND PENETRATIONS IN BUILDING WRAP.C.FLEXIBLE FLASHING: [BUTYL RUBBER] [OR] [RUBBERIZED ASPHALT]. END OF SECTION 072500 SECTION 072500 - WEATHER BARRIERS C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 0 3 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G014 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA OUTLINESPECIFICATIONS Revision Schedule Rev Date By Description 05/08/2024 THERMAL AND MOISTURE PROTECTION PART 1 - GENERAL 1.1SUBMITTALSA.SHOP DRAWINGS: INDICATE MATERIALS, FASTENING METHODS, RELEVANT FIELD DIMENSIONS, AND RELATIONSHIP TO ADJOINING CONSTRUCTION. 1.2QUALITY ASSURANCEA.INSTALLER QUALIFICATIONS: MINIMUM OF TWO YEARS EXPERIENCE ON COMPARABLE COMPLETED PROJECTS. INSTALLER SHALL BE APPROVED BY THE PANEL MANUFACTURER.B.PRE-INSTALLATION CONFERENCE:1.ADMINISTER PRIOR TO STARTING THE WORK OF THIS SECTION.C.MOCK-UP:1.PROVIDE AN APPROXIMATE 100 SQUARE FOOT MOCK-UP OF THE IN-PLACE WORK IN A LOCATION AS SHOWN ON DRAWINGS. 1.3PRODUCTS1.WOOD PHENOLIC COMPOSITE PANEL (PNL-1 AND PNL-2); PROVIDED BY OWNER INSTALLED BY CONTRACTOR.2.THERMAL PHENOLIC FIBER COMPOSITE PANEL: (PNL-3); PROVIDED BY OWNER INSTALLED BY CONTRACTOR. 1.4ACCESSORIESA.ELASTOMERIC JOINT SEALANT: SINGLE-COMPONENT NEUTRAL-CURING SILICONE JOINT SEALANT COMPLYING WITH REQUIREMENTS IN DIVISION 07 SECTION "JOINT SEALANTS" FOR USE NT (NONTRAFFIC) AND FOR USES M, G, A, AND, AS APPLICABLE TO JOINT SUBSTRATES INDICATED, O JOINT SUBSTRATES.B.FASTENERS:1.AS RECOMMENDED BY MANUFACTURER AND SUITABLE FOR APPLICATION.2.CONCEALED APPLICATIONS: HOT DIP GALVANIZED.3.EXPOSED APPLICATIONS: 18/8 STAINLESS STEEL; TRUSS HEAD 10 MM DIAMETER AS RECOMMENDED BY MANUFACTURER.C.FURRING CHANNELS: 1X4 INTERMEDIATE WOOD BATTENS, 1X6 AT VERTICAL JOINTS.D.APPLY 3 INCH EPDM RUBBER STRIPPING AT INTERMEDIATE BATTENS AND 5 INCH EPDM ON BATTENS AT JOINTS.E.CONCEALED PANEL CLIPS: MILL FINISHED ALUMINUM CLIPS. MINIMUM 1 INCH HIGH BY INCH THICK, LENGTHS AS REQUIRED. END OF SECTION 074243 SECTION 074243 - COMPOSITE WALL PANEL THERMAL AND MOISTURE PROTECTION 1.1SUMMARYA.[ADHERED] [MECHANICALLY FASTENED] [LOOSELY LAID AND BALLASTED] EPDM MEMBRANE ROOFING SYSTEM.B.VAPOR RETARDER.C.ROOF INSULATION. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B.SHOP DRAWINGS: FOR ROOFING SYSTEM. INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK.1.BASE FLASHINGS AND MEMBRANE TERMINATIONS.2.TAPERED INSULATION, INCLUDING SLOPES.3.INSULATION FASTENING PATTERNS.C.MANUFACTURER CERTIFICATES: SIGNED BY ROOFING MANUFACTURER CERTIFYINGTHAT ROOFING SYSTEM COMPLIES WITH REQUIREMENTS SPECIFIED IN "PERFORMANCE REQUIREMENTS" ARTICLE.1.SUBMIT EVIDENCE OF MEETING PERFORMANCE REQUIREMENTS.D.QUALIFICATION DATA: FOR INSTALLER AND MANUFACTURER.E.PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY MANUFACTURER AND WITNESSED BY A QUALIFIED TESTING AGENCY, FOR COMPONENTS OF ROOFING SYSTEM. 1.3PERFORMANCE REQUIREMENTSA.ROOFING SYSTEM DESIGN: UPLIFT PRESSURES CALCULATED ACCORDING TO ASCE/SEI 7.B.SOLAR REFLECTANCE INDEX: NOT LESS THAN 78.C.EXTERIOR FIRE-TEST EXPOSURE: CLASS A. 1.4MATERIALSA.EPDM MEMBRANE ROOFING: NON-REINFORCED, 60 MILS (1.5 MM) THICK, EXPOSED FACE COLOR WHITE ON BLACK.B.SHEET FLASHING: 60-MIL- (1.5-MM-) THICK EPDM.C.ROOF INSULATION: PREFORMED ROOF INSULATION BOARDS MANUFACTURED OR APPROVED BY EPDM ROOFING MANUFACTURER.1.TAPERED BOARDS: 1/4 INCH PER 12 INCHES (1:48). 1.5INSTALLATIONA.MEMBRANE ROOFING: FULLY ADHERED.B.SEAMS: TAPE. 1.6FIELD QUALITY CONTROLA.TESTING AGENCY: OWNER ENGAGED. END OF SECTION 075323 SECTION 075323 - ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING THERMAL AND MOISTURE PROTECTION 1.1SUMMARYA.MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM.B.VAPOR RETARDER.C.ROOF INSULATION. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B.SHOP DRAWINGS: FOR ROOFING SYSTEM. INCLUDE PLANS, ELEVATIONS, SECTIONS,DETAILS, AND ATTACHMENTS TO OTHER WORK.1.BASE FLASHINGS AND MEMBRANE TERMINATIONS.2.TAPERED INSULATION, INCLUDING SLOPES.3.INSULATION FASTENING PATTERNS.C.INSTALLER CERTIFICATES: SIGNED BY ROOFING SYSTEM MANUFACTURER CERTIFYING THAT INSTALLER IS APPROVED, AUTHORIZED, OR LICENSED BY MANUFACTURER TO INSTALL ROOFING SYSTEM.D.MANUFACTURER CERTIFICATES: SIGNED BY ROOFING MANUFACTURER CERTIFYING THAT ROOFING SYSTEM COMPLIES WITH REQUIREMENTS SPECIFIED IN "PERFORMANCE REQUIREMENTS" ARTICLE.1.SUBMIT EVIDENCE OF MEETING PERFORMANCE REQUIREMENTS.E.QUALIFICATION DATA: FOR INSTALLER AND MANUFACTURER.F.PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY MANUFACTURER AND WITNESSED BY A QUALIFIED TESTING AGENCY, FOR COMPONENTS OF ROOFING SYSTEM.G.WARRANTIES: SPECIAL WARRANTIES SPECIFIED IN THIS SECTION. 1.3PERFORMANCE REQUIREMENTSA.ROOFING SYSTEM DESIGN: UPLIFT PRESSURES CALCULATED ACCORDING TO ASCE/SEI 7.B.SOLAR REFLECTANCE INDEX: NOT LESS THAN 78. 1.4EXTERIOR FIRE-TEST EXPOSURE: CLASS A. 1.5MATERIALSA.THERMOPLASTIC POLYOLEFIN ROOFING MEMBRANE: WHITE, FABRIC-REINFORCED THERMOPLASTIC SHEET, 60 MILS (1.5 MM) THICK.B.SHEET FLASHING: SAME AS TPO SHEET.C.ROOF INSULATION: PREFORMED ROOF INSULATION BOARDS MANUFACTURED OR APPROVED BY EPDM ROOFING MANUFACTURER.1.TAPERED BOARDS: 1/4 INCH PER 12 INCHES(1:48). 1.6INSTALLATIONA.ROOFING MEMBRANE: MECHANICALLY FASTENED.1.ATTACHMENT METHOD FOR MECHANICALLY FASTENED: [IN SPLICE] [THROUGH MEMBRANE]. 1.7FIELD QUALITY CONTROLA.TESTING AGENCY: OWNER ENGAGED. END OF SECTION 075423 SECTION 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING THERMAL AND MOISTURE PROTECTION 1.1MATERIALSA.SHEET METALS:1.COPPER SHEET: MILL FINISH.2.STAINLESS-STEEL SHEET, TYPE 304: 4 (DIRECTIONAL SATIN) FINISH WITH SMOOTH, FLAT SURFACE.3.METALLIC-COATED STEEL SHEET: PROVIDE ZINC-COATED (GALVANIZED) STEELSHEET ACCORDING TO ASTM A 653/A 653M, G90 (Z275) COATING DESIGNATION; PREPAINTED BY COIL-COATING PROCESS TO COMPLY WITH ASTM A 755/A 755M.a.SURFACE: MANUFACTURER'S STANDARD CLEAR ACRYLIC COATING ON BOTH SIDES.b.COIL-COATED FINISH: TWO-COAT FLUOROPOLYMER.B.UNDERLAYMENT: FELTS. 1.2PRODUCTSA.FORMED LOW-SLOPE ROOF FABRICATIONS: INCLUDING COPINGS, ROOF EXPANSION-JOINT COVERS, COUNTERFLASHING, FLASHING RECEIVERS, ROOF-PENETRATION FLASHING AND ROOF-DRAIN FLASHING.B.FORMED WALL FABRICATIONS: INCLUDING THROUGH-WALL FLASHING, OPENING FLASHINGS IN FRAME CONSTRUCTION, AND WALL EXPANSION-JOINT COVER.C.MISCELLANEOUS FORMED FABRICATIONS: INCLUDING EQUIPMENT SUPPORT FLASHING. END OF SECTION 076200 SECTION 076200 - SHEET METAL FLASHING AND TRIM THERMAL AND MOISTURE PROTECTION 1.1PRODUCTSA.ROOF CURBS: INSULATED.1.HEIGHT: MINIMUM 12 INCHES (300 MM) ABOVE ROOFING SURFACE UNLESS OTHERWISE INDICATED.2.NAILER: FACTORY-INSTALLED WOOD NAILER ALONG TOP FLANGE OF CURB, CONTINUOUS AROUND CURB PERIMETER.B.EQUIPMENT SUPPORTS: RAIL TYPE.1.HEIGHT: MINIMUM 12 INCHES (300 MM) ABOVE ROOFING SURFACE UNLESS OTHERWISE INDICATED.C.DUCT SUPPORTS: EXTRUDED ALUMINUM, URETHANE INSULATED.D.PIPE PORTALS: FLASHING TYPE, FORMED ALUMINUM WITH EPDM CAPS.E.PREFORMED FLASHING SLEEVES: EXHAUST VENT FLASHING AND VENT STACK FLASHING FABRICATED FROM ALUMINUM SHEET. END OF SECTION 077200 SECTION 077200 - ROOF ACCESSORIES THERMAL AND MOISTURE PROTECTION 1.1SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1.2QUALITY ASSURANCEA.INSTALLER QUALIFICATIONS: AN FM GLOBAL-APPROVED FIRESTOP CONTRACTOR OR A UL-QUALIFIED FIRESTOP CONTRACTOR.B.FIRE-TEST-RESPONSE CHARACTERISTICS: TESTED PER ASTM E 814 BY QUALIFIED TESTING AND INSPECTING AGENCY. 1.3PENETRATION FIRESTOPPINGA.PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS: F-RATINGS PER ASTM E 814 OR UL 1479.B.PENETRATIONS IN HORIZONTAL ASSEMBLIES: F- AND T-RATINGS PER ASTM E 814 OR UL 1479.C.PENETRATIONS IN SMOKE BARRIERS: L-RATINGS PER UL 1479.D.W-RATINGS: PER UL 1479.E.VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24):1.SEALANTS: 250 G/L.2.SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L.3.SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. 1.4INSTALLATIONA.IDENTIFICATION: PREPRINTED METAL OR PLASTIC LABELS, PERMANENTLY ATTACHED. 1.5FIELD QUALITY CONTROLA.INSPECTION OF INSTALLED FIRESTOP SYSTEMS: BY OWNER-ENGAGED AGENCY ACCORDING TO ASTM E 2174 REQUIREMENTS. END OF SECTION 078413 SECTION 078413 - PENETRATION FIRESTOPPING THERMAL AND MOISTURE PROTECTION 1.1SUMMARYA.FIRE-RESISTIVE JOINT SYSTEMS FOR THE FOLLOWING:1.JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTIONS.2.JOINTS AT EXTERIOR CURTAIN-WALL/FLOOR INTERSECTIONS.3.JOINTS IN SMOKE BARRIERS. 1.2PERFORMANCE REQUIREMENTSA.FIRE-RESISTANCE RATINGS OF JOINT SYSTEMS IN AND BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTIONS: EQUALING OR EXCEEDING THE FIRE-RESISTANCE RATINGS OF CONSTRUCTION THAT THEY JOIN, [AND WITH MOVEMENT CAPABILITIES INDICATED ] AS DETERMINED BY UL 2079. 1.3SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1.4QUALITY ASSURANCEA.FIRE-TEST-RESPONSE CHARACTERISTICS: TESTED BY QUALIFIED TESTING AND INSPECTING AGENCY. 1.5FIRE-RESISTIVE JOINT SYSTEMSA.DESIGNATION SYSTEM FOR JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTIONS: ALPHANUMERIC SYSTEMS LISTED IN UL'S "FIRE RESISTANCE DIRECTORY" UNDER PRODUCT CATEGORY XHBN.B.JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTION: EQUAL TO OR EXCEEDING THE FIRE-RESISTANCE RATING OF CONSTRUCTION THEY WILL JOIN.C.JOINTS AT EXTERIOR CURTAIN-WALL/FLOOR INTERSECTIONS: EQUAL TO OR EXCEEDING THE FIRE-RESISTANCE RATING OF THE FLOOR ASSEMBLY.D.JOINTS IN SMOKE BARRIERS: 1.L-RATING: NOT EXCEEDING 5.0 CFM/FT (0.00775 CU. M/S X M) OF JOINT AT 0.30 INCH WG (74.7 PA) AT BOTH AMBIENT AND ELEVATED TEMPERATURES.E.EXPOSED FIRE-RESISTIVE JOINT SYSTEMS: PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84.F.VOC CONTENT: FIRE-RESISTIVE JOINT SYSTEM SEALANTS SHALL COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24):1.ARCHITECTURAL SEALANTS: 250 G/L.2.SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L.G.SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L.H.ACCESSORIES: FORMING MATERIALS AND OTHER COMPONENTS NEEDED TO INSTALL FILL MATERIALS AND MAINTAIN RATINGS REQUIRED. END OF SECTION 078446 SECTION 078446 - FIRE-RESISTIVE JOINT SYSTEMS THERMAL AND MOISTURE PROTECTION 1.1MATERIALSA.VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24):1.SEALANTS: 250 G/L.2.SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L.3.SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L.B.SUITABILITY FOR CONTACT WITH FOOD: WHERE SEALANTS ARE INDICATED FOR JOINTS THAT WILL COME IN REPEATED CONTACT WITH FOOD, PROVIDE PRODUCTS THAT COMPLY WITH 21 CFR 177.2600.C.ELASTOMERIC JOINT SEALANTS: LIQUID APPLIED, CHEMICALLY CURING; ASTM C 920.1.MULTICOMPONENT NONSAG NEUTRAL-CURING SILICONE SEALANT ES-1.2.SINGLE-COMPONENT MILDEW-RESISTANT NEUTRAL-CURING SILICONE SEALANTES-2.3.SINGLE-COMPONENT MILDEW-RESISTANT ACID-CURING SILICONE SEALANT ES-3.4.SINGLE-COMPONENT MILDEW-RESISTANT ACID-CURING RTV SILICONE SEALANT ES-4.5.MULTICOMPONENT NONSAG POLYUREA SEALANT ES-5.6.MULTICOMPONENT NONSAG POLYUREA FILLER ES-6.D.LATEX SEALANT LS-1: COMPLY WITH ASTM C 834, TYPE P, GRADE NF.E.JOINT-SEALANT BACKING: 1.2JOINT-SEALANT SCHEDULEA.JOINT-SEALANT APPLICATION JS-1: EXTERIOR HORIZONTAL NONTRAFFIC AND TRAFFIC ISOLATION AND CONTRACTION JOINTS IN CAST-IN-PLACE CONCRETE SLABS.1.JOINT SEALANT: ES-5.B.JOINT-SEALANT APPLICATION JS-2: EXTERIOR PERIMETER JOINTS BETWEEN WALL AND FRAMES OF DOORS AND WINDOWS.1.JOINT SEALANT: ES-1.C.JOINT-SEALANT APPLICATION JS-3: EXTERIOR CONTROL AND EXPANSION JOINTS IN HORIZONTAL TRAFFIC SURFACES OF BRICK PAVERS, CERAMIC TILE, STONE PAVING UNITS, CONCRETE TILE.1.JOINT SEALANT: MULTICOMPONENT POURABLE POLYSULFIDE SEALANT.2.JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'SFULL RANGE.D.JOINT-SEALANT APPLICATION JS-4: INTERIOR PERIMETER JOINTS OF EXTERIOR OPENINGS.1.JOINT SEALANT: ES-3.E.JOINT-SEALANT APPLICATION JS-5: INTERIOR CERAMIC TILE EXPANSION, CONTROL, CONTRACTION, AND ISOLATION JOINTS IN HORIZONTAL TRAFFIC SURFACES.1.JOINT SEALANT: ES-3.2.JOINT-SEALANT COLOR: AS NOTED.F.JOINT-SEALANT APPLICATION JS-6: INTERIOR JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERS.1.JOINT SEALANT: ES-3.2.JOINT-SEALANT COLOR: TRANSLUCENT.G.JOINT-SEALANT APPLICATION JS-7: VERTICAL JOINTS ON EXPOSED SURFACES OF INTERIOR PARTITIONS.1.JOINT SEALANT: ES-3.H.JOINT-SEALANT APPLICATION JS-8: PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS, WINDOWS.1.JOINT SEALANT: ES-3.I.JOINT-SEALANT APPLICATION JS-9: HVAC JOINTS.1.JOINT SEALANT: ES-2.2.JOINT-SEALANT COLOR: ALUMINUM.J.JOINT-SEALANT APPLICATION JS-10: NON-POROUS MATERIAL TO NON-POROUS MATERIAL.1.JOINT SEALANT: ES-4.2.JOINT-SEALANT COLOR: CLEAR. END OF SECTION 079200 SECTION 079200 - JOINT SEALANTS C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 0 5 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G015 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA OUTLINESPECIFICATIONS Revision Schedule Rev Date By Description 05/08/2024 DOORS AND WINDOWS 1.1SUMMARYA.STANDARD HOLLOW METAL DOORS AND FRAMES. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, CORE DESCRIPTIONS, FIRE-RESISTANCE RATING, TEMPERATURE-RISE RATINGS, AND FINISHES.B.SHOP DRAWINGS: INCLUDE THE FOLLOWING:1.ELEVATIONS OF EACH DOOR DESIGN.2.DETAILS OF DOORS, INCLUDING VERTICAL AND HORIZONTAL EDGE DETAILSAND METAL THICKNESSES.3.FRAME DETAILS FOR EACH FRAME TYPE, INCLUDING DIMENSIONED PROFILESAND METAL THICKNESSES.4.LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE.5.DETAILS OF EACH DIFFERENT WALL OPENING CONDITION.6.DETAILS OF ANCHORAGES, JOINTS, FIELD SPLICES, AND CONNECTIONS.7.DETAILS OF ACCESSORIES.8.DETAILS OF MOLDINGS, REMOVABLE STOPS, AND GLAZING.9.DETAILS OF CONDUIT AND PREPARATIONS FOR POWER, SIGNAL, AND CONTROLSYSTEMS. 1.3INTERIOR FRAMESA.STANDARD-DUTY FRAMES: SDI A250.8, LEVEL 1. AT LOCATIONS INDICATED IN THE DOOR AND FRAME SCHEDULE.1.PHYSICAL PERFORMANCE: LEVEL C ACCORDING TO SDI A250.4.2.FRAMES:a.MATERIALS: UNCOATED, COLD-ROLLED STEEL SHEET, MINIMUM THICKNESS OF 0.042 INCH (1.0 MM).b.CONSTRUCTION: KNOCKED DOWN. 1.4EXTERIOR HOLLOW-METAL DOORS AND FRAMESA.HEAVY-DUTY DOORS AND FRAMES: SDI A250.8, LEVEL 2. AT LOCATIONS INDICATED IN THE DOOR AND FRAME SCHEDULE.1.PHYSICAL PERFORMANCE: LEVEL B ACCORDING TO SDI A250.4, UL 752 LEVEL 2 BULLET RESISTANT.2.DOORS:a.TYPE: AS INDICATED IN THE DOOR AND FRAME SCHEDULE.b.THICKNESS: 1-3/4 INCHES (44.5 MM.)c.FACE: METALLIC-COATED STEEL SHEET, WITH MINIMUM A40 (ZF120) COATING.d.EDGE CONSTRUCTION: MODEL 1, FULL FLUSH.e.CORE: MANUFACTURER'S STANDARD KRAFT-PAPER HONEYCOMB, POLYSTYRENE, POLYURETHANE, POLYISOCYANURATE, MINERAL-BOARD, OR VERTICAL STEEL-STIFFENER CORE AT MANUFACTURER'S DISCRETION.3.FRAMES:a.MATERIALS: METALLIC-COATED STEEL SHEET, MINIMUM THICKNESS OF0.053 INCH (1.3 MM), WITH MINIMUM A40 (ZF120) COATING.B.FINISHES: [FACTORY PRIMING FOR FIELD PAINTING] [FACTORY-APPLIED PAINT]. 1.5INSTALLATIONA.METAL-STUD PARTITIONS AND CONCRETE WALLS: FRAMES FILLED WITH INSULATION.B.MASONRY WALLS: FRAMES FILLED WITH GROUT. END OF SECTION 081130 SECTION 081130 – HOLLOW METAL DOORS AND FRAMES DOORS AND WINDOWS 1.1SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF DOOR INDICATED. INCLUDE DETAILS OF CORE AND EDGE CONSTRUCTION AND TRIM FOR OPENINGS.B.SHOP DRAWINGS: INDICATE LOCATION, SIZE, AND HAND OF EACH DOOR; ELEVATION OF EACH KIND OF DOOR; CONSTRUCTION DETAILS NOT COVERED IN PRODUCT DATA; LOCATION AND EXTENT OF HARDWARE BLOCKING; AND OTHER PERTINENT DATA.1.INDICATE DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES FOR HARDWARE.2.INDICATE DIMENSIONS AND LOCATIONS OF CUTOUTS.3.INDICATE REQUIREMENTS FOR VENEER MATCHING.4.INDICATE DOORS TO BE FACTORY FINISHED AND FINISH REQUIREMENTS.5.INDICATE FIRE-PROTECTION RATINGS FOR FIRE-RATED DOORS.C.WARRANTY: SAMPLE OF SPECIAL WARRANTY. 1.2QUALITY ASSURANCEA.QUALITY STANDARD: AWI.1.AWI QUALITY CERTIFICATION LABELS OR AN AWI LETTER OF LICENSING FOR DOORS.2.WI-CERTIFIED COMPLIANCE CERTIFICATE FOR DOORS AND INSTALLATION.B.FIRE-RATED WOOD DOORS: POSITIVE PRESSURE TESTING. 1.3DOOR CONSTRUCTION, GENERALA.LOW-EMITTING MATERIALS: MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS THAT DO HAVE NO ADDED UREA FORMALDEHYDE.B.WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY UNLESS OTHERWISE INDICATED. 1.4VENEERED-FACED DOORS FOR TRANSPARENT FINISHA.INTERIOR SOLID-CORE DOORS:1.CORE: PARTICLEBOARD.2.CONSTRUCTION: FIVE OR SEVEN PLIES, BONDED. 1.5PRIMING/FINISHINGA.SHOP PRIMING:1.DOORS FOR OPAQUE FINISH: ONE COAT OF WOOD PRIMER.2.DOORS FOR TRANSPARENT FINISH: STAIN AND FIRST COAT OF FINISH.B.FACTORY FINISHING: ALL DOORS. END OF SECTION 081416 SECTION 081416 - FLUSH WOOD DOORS DOORS AND WINDOWS 1.1SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE AND SIZE OF OVERHEAD COILING DOOR AND ACCESSORY. INCLUDE THE FOLLOWING:B.SHOP DRAWINGS: FOR EACH INSTALLATION AND FOR SPECIAL COMPONENTS NOT DIMENSIONED OR DETAILED IN MANUFACTURER'S PRODUCT DATA. INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK.1.DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS, WEIGHTS, LOADS, REQUIRED CLEARANCES, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD CONNECTION.C.SAMPLES FOR INITIAL SELECTION: MANUFACTURER'S FINISH CHARTS SHOWING FULL RANGE OF COLORS AND TEXTURES AVAILABLE FOR UNITS WITH FACTORY-APPLIED FINISHES.1.INCLUDE SIMILAR SAMPLES OF ACCESSORIES INVOLVING COLOR SELECTION.D.SAMPLES FOR VERIFICATION: FOR EACH TYPE OF EXPOSED FINISH REQUIRED, PREPARED ON SAMPLES OF SIZE INDICATED BELOW.1.CURTAIN SLATS: 12 INCHES(305 MM) LONG.2.BOTTOM BAR: 6 INCHES(150 MM) LONG.3.GUIDES: 6 INCHES(150 MM) LONG.4.BRACKETS: 6 INCHES(150 MM) SQUARE.5.HOOD: 6 INCHES(150 MM) SQUARE.E.QUALIFICATION DATA: FOR QUALIFIED INSTALLER.F.[SEISMIC QUALIFICATION CERTIFICATES: FOR OVERHEAD COILING DOORS, ACCESSORIES, AND COMPONENTS, FROM MANUFACTURER.]G.MAINTENANCE DATA: FOR OVERHEAD COILING DOORS TO INCLUDE IN MAINTENANCE MANUALS. 1.2PERFORMANCE REQUIREMENTSA.OPERATION-CYCLE REQUIREMENTS: PROVIDE OVERHEAD COILING GRILLE COMPONENTS AND OPERATORS CAPABLE OF OPERATING FOR NOT LESS THAN 50,000 CYCLES AND FOR 25 CYCLES PER DAY. 1.3DOOR ASSEMBLY A.GENERAL: FABRICATE OVERHEAD COILING GRILLE CURTAIN CONSISTING OF A NETWORK OF 5/16-INCH-(8-MM-) MINIMUM DIAMETER HORIZONTAL RODS, OR RODS COVERED WITH TUBE SPACERS, SPACED AS INDICATED. INTERCONNECT RODS BY VERTICAL LINKS APPROXIMATELY 5/8 INCH(16 MM) WIDE, SPACED AS INDICATED AND ROTATING ON RODS.1.SPACE RODS AT APPROXIMATELY 1-1/2 INCHES(38 MM) O.C.2.SPACE LINKS APPROXIMATELY 9 INCHES(228 MM) APART IN A STRAIGHT IN-LINE PATTERN.3.ALUMINUM GRILLE CURTAIN: ASTM B 221(ASTM B 221M), ALLOY AND TEMPER RECOMMENDED BY ALUMINUM PRODUCER AND FINISHER FOR TYPE OFUSE AND FINISH INDICATED.B.HOOD: ALUMINUM.C.MANUAL DOOR OPERATOR. 1.4INSTALLATIONA.FACTORY-AUTHORIZED REPRESENTATIVE TO [PERFORM STARTUP SERVICE AND TESTING] [AND] [TRAIN OWNER'S PERSONNEL]. END OF SECTION 083326 SECTION 083326 - OVERHEAD COILING DOORS DOORS AND WINDOWS PART 1 - GENERAL 1.1SUMMARYA.SECTION INCLUDES:1.SOLID-CORE DOUBLE ACTING SWING DOORS WITH PLASTIC LAMINATE FACES. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, CORE DESCRIPTIONS, FIRE-RESISTANCE RATING, TEMPERATURE-RISE RATINGS, AND FINISHES.B.SHOP DRAWINGS: INCLUDE THE FOLLOWING:1.ELEVATIONS OF EACH DOOR DESIGN.2.DETAILS OF DOORS, INCLUDING VERTICAL AND HORIZONTAL EDGE DETAILS AND METAL THICKNESSES.3.FRAME DETAILS FOR EACH FRAME TYPE, INCLUDING DIMENSIONED PROFILESAND METAL THICKNESSES.4.LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE.5.DETAILS OF ACCESSORIES.6.DETAILS OF MOLDINGS, REMOVABLE STOPS, AND GLAZING. 1.3STANDARD DOUBLE ACTING SWING DOORSA.GENERAL: PROVIDE DOORS OF DESIGN INDICATED, NOT LESS THAN THICKNESS INDICATED; FABRICATED WITH SMOOTH SURFACES, WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED FACES UNLESS OTHERWISE INDICATED. COMPLY WITH ANSI/SDI A250.8.1.DESIGN: AS INDICATED.B.CORE CONSTRUCTION: 3/4” EXTERIOR GRADE SOLID WOOD CORE MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS THAT DO NOT CONTAIN UREA FORMALDEHYDE.1.VERTICAL EDGES FOR DOUBLE-ACTING DOORS: ROUND VERTICAL EDGES WITH2-1/8-INCH(54-MM) RADIUS.2.TOP AND BOTTOM EDGES: CLOSED WITH FLUSH OR INVERTED 0.042-INCH-(1.0-MM-)THICK, END CLOSURES OR CHANNELS OF SAME MATERIAL AS FACE SHEETS.3.TOLERANCES: COMPLY WITH SDI 117, "MANUFACTURING TOLERANCES FOR STANDARD STEEL DOORS AND FRAMES."C.INTERIOR DOORS: FACE SHEETS FABRICATED FROM DECORATIVE HIGH PRESSURE LAMINATE. PROVIDE DOORS COMPLYING WITH REQUIREMENTS INDICATED BELOW BY REFERENCING ANSI/SDI A250.8 FOR LEVEL AND MODEL AND ANSI/SDI A250.4 FOR PHYSICAL PERFORMANCE LEVEL:1.LEVEL 1 AND PHYSICAL PERFORMANCE LEVEL C (STANDARD DUTY).a.WIDTH: AS INDICATED ON DRAWINGS.D.HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCING PLATES OF 18 GAUGE STAINLESS STEEL.E.FABRICATE CONCEALED STIFFENERS AND HARDWARE REINFORCEMENT FROM EITHER COLD- OR HOT-ROLLED STEEL SHEET. 1.4STOPS AND MOLDINGSA.MOLDINGS FOR GLAZED LITES IN DOORS: MINIMUM 0.032 INCH(0.8 MM) THICK.B.LOOSE STOPS FOR GLAZED LITES IN FRAMES: MINIMUM 0.032 INCH(0.8 MM) THICK, FABRICATED FROM SAME MATERIAL AS FRAMES IN WHICH THEY ARE INSTALLED. 1.5STEEL FINISHESA.PRIME FINISH: APPLY MANUFACTURER'S STANDARD PRIMER IMMEDIATELY AFTER CLEANING AND PRETREATING.1.SHOP PRIMER: MANUFACTURER'S STANDARD, FAST-CURING, LEAD- AND CHROMATE-FREE PRIMER COMPLYING WITH ANSI/SDI A250.10 ACCEPTANCE CRITERIA; RECOMMENDED BY PRIMER MANUFACTURER FOR SUBSTRATE; COMPATIBLE WITH SUBSTRATE AND FIELD-APPLIED COATINGS DESPITE PROLONGED EXPOSURE.B.FACTORY-APPLIED PAINT FINISH: MANUFACTURER'S STANDARD, COMPLYING WITH ANSI/SDI A250.3 FOR PERFORMANCE AND ACCEPTANCE CRITERIA. 1.6COLOR AND GLOSS: AS INDICATED BY MANUFACTURER'S DESIGNATIONS. END OF SECTION 083450 SECTION 083450 - DOUBLE ACTING SWING DOORS DOORS AND WINDOWS 1.1PERFORMANCE REQUIREMENTSA.DELEGATED DESIGN: CONTRACTOR TO DESIGN ALUMINUM-FRAMED SYSTEMS.B.DEFLECTION OF FRAMING MEMBERS:1.DEFLECTION NORMAL TO WALL PLANE: LIMITED TO L/175.2.DEFLECTION PARALLEL TO GLAZING PLANE: LIMITED TO L/360 OR 1/8 INCH(3.2 MM), WHICHEVER IS SMALLER.C.AIR INFILTRATION: 1.FIXED FRAMING AND GLASS AREA: MAXIMUM AIR LEAKAGE OF 0.06 CFM/SQ. FT. (0.30 L/S PER SQ. M) AT A STATIC-AIR-PRESSURE DIFFERENTIAL OF 1.57 LBF/SQ. FT. (75 PA).2.ENTRANCE DOORS:a.PAIR OF DOORS: MAXIMUM AIR LEAKAGE OF 1.0 CFM/SQ. FT. (5.08 L/S PER SQ. M) AT A STATIC-AIR-PRESSURE DIFFERENTIAL OF 1.57 LBF/SQ. FT. (75 PA).b.SINGLE DOORS: MAXIMUM AIR LEAKAGE OF 0.5 CFM/SQ. FT. (2.54 L/S PER SQ. M) AT A STATIC-AIR-PRESSURE DIFFERENTIAL OF 1.57 LBF/SQ. FT. (75 PA). 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT.B.SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, FULL-SIZE DETAILS, AND ATTACHMENTS TO OTHER WORK.1.SHOW CONNECTION TO AND CONTINUITY WITH ADJACENT THERMAL, WEATHER, AIR, AND VAPOR BARRIERS.C.SAMPLES: FOR EACH EXPOSED FINISH REQUIRED.D.ENERGY PERFORMANCE CERTIFICATES. 1.3MATERIALSA.ALUMINUM: ALLOY AND TEMPER RECOMMENDED BY MANUFACTURER.B.STEEL REINFORCEMENT. 1.4SYSTEM COMPONENTSA.FRAMING MEMBERS:1.CONSTRUCTION: THERMALLY BROKEN.2.GLAZING SYSTEM: GASKETS ON FOUR SIDES.3.GLAZING PLANE: FRONT.B.GLAZING: SECTION 088000 "GLAZING."C.ENTRANCE DOORS:1.DOOR CONSTRUCTION: 1-3/4-INCH (44.5-MM) OVERALL THICKNESS.2.DOOR DESIGN: AS INDICATED.D.ENTRANCE DOOR HARDWARE: AS SCHEDULED. END OF SECTION 084113 SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS DOORS AND WINDOWS 1.1SUMMARYA.COMMERCIAL DOOR HARDWARE FOR SWINGING DOORS.B.OTHER DOORS TO THE EXTENT INDICATED.C.CYLINDERS FOR DOORS SPECIFIED IN OTHER SECTIONS. 1.2SUBMITTALSA.PRODUCT DATA: INCLUDE CONSTRUCTION AND INSTALLATION DETAILS, MATERIAL DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS AND PROFILES, AND FINISHES. 1.3WARRANTYA.WARRANTY PERIOD: ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION, EXCEPT AS FOLLOWS:1.MANUAL CLOSERS: 25 YEARS FROM DATE OF INVOICE.2.CYLINDRICAL LOCKSETS: TWO YEARS FROM DATE OF INVOICE.3.EXIT DEVICES: FIVE YEARS FROM DATE OF INVOICE. 1.4MAINTENANCE SERVICEA.FULL-MAINTENANCE SERVICE: SIX MONTHS. 1.5PRODUCTSA.CYLINDERS AND KEYING:1.CONSTRUCTION KEYING: CONSTRUCTION [MASTER KEYS] [CORES].2.KEYING SYSTEM:a.GRAND MASTER KEY.b.LOCKS MASTER KEYED OR GRAND MASTER KEYED TO EXISTING SYSTEM.c.ALL CYLINDERS KEYED ALIKE.d.KEYS: NICKEL SILVER.1)STAMPING: PERMANENTLY INSCRIBE EACH KEY WITH A LOCKNET KEY CONTROL NUMBER, STATE CODE, AND INCLUDE THE FOLLOWING NOTATION:a)NOTATION: "DO NOT DUPLICATE." 2)QUANTITY: IN ADDITION TO ONE EXTRA KEY BLANK FOR EACH LOCK, PROVIDE THE FOLLOWING:a)CYLINDER CHANGE KEYS: TWO.b)CONSTRUCTION KEYS: FOUR.c)MASTER KEYS: FOUR.d)GRAND MASTER KEYS: TWO. 1.6FIELD QUALITY CONTROLA.INDEPENDENT ARCHITECTURAL HARDWARE CONSULTANT: [OWNER] [CONTRACTOR] ENGAGED TO PERFORM INSPECTIONS.B.OCCUPANCY ADJUSTMENT: THREE MONTHS. END OF SECTION 087100 SECTION 087100 - DOOR HARDWARE DOORS AND WINDOWS 1.1SUMMARYA.GLASS FOR WINDOWS, DOORS AND STOREFRONT FRAMING. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH PRODUCT.B.PRODUCT CERTIFICATES: FOR GLASS. 1.3MATERIALSA.SILICONE GLAZING SEALANTS: [NEUTRAL] [NEUTRAL OR BASIC] [ACID] CURING, CLASS [25] [50] [100/50], VOC LESS THAN 250 G/L. B.GLAZING TAPES: [BACK-BEDDING-MASTIC] [EXPANDED-CELLULAR] TYPE.C.GLAZING GASKETS: [DENSE COMPRESSION] [SOFT COMPRESSION] [LOCK STRIP]. 1.4MONOLITHIC GLASS SCHEDULEA.GLASS TYPE [GL-<#>]: LOW-E-COATED, CLEAR INSULATING GLASS.1.OUTDOOR LITE: ANNEALED FLOAT GLASS.2.INDOOR LITE: ANNEALED FLOAT GLASS.B.GLASS TYPE [GL-<#>]: LOW-E-COATED, CLEAR INSULATING GLASS.1.OUTDOOR LITE: FULLY TEMPERED FLOAT GLASS.2.INDOOR LITE: FULLY TEMPERED FLOAT GLASS. END OF SECTION 088000 SECTION 088000 - GLAZING C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 0 8 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G016 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA OUTLINESPECIFICATIONS Revision Schedule Rev Date By Description 05/08/2024 FINISHES 1.1SUMMARYA.NON-LOAD-BEARING STEEL FRAMING MEMBERS FOR INTERIOR FRAMING SYSTEMS. 1.2MATERIALSA.STEEL FRAMING FOR FRAMED ASSEMBLIES:B.FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED.1.STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR METAL, UNLESS OTHERWISE INDICATED.2.PROTECTIVE COATING: COATING WITH EQUIVALENT CORROSION RESISTANCE OF ASTM A 653/A 653M, G40 (Z120), HOT-DIP GALVANIZED, UNLESS OTHERWISE INDICATED. 1.3STEEL FRAMING FOR FRAMED ASSEMBLIESA.SALVAGED MATERIAL: USE SALVAGED FRAMING MATERIALS WHENEVER AVAILABLE.B.STEEL STUDS AND RUNNERS: ASTM C 645.1.MINIMUM BASE-METAL THICKNESS: 0.033 INCH (0.84 MM) UNLESS OTHERWISE INDICATED ON DRAWINGS.2.DEPTH: AS INDICATED ON DRAWINGS.C.DIMPLED STEEL STUDS AND RUNNERS:1.MINIMUM BASE-METAL THICKNESS: 0.025 INCH (0.64 MM).2.DEPTH: AS INDICATED ON DRAWINGS.D.SLIP-TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THE FOLLOWING:1.SINGLE LONG-LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER WITH 2-INCH- (50.8-MM-) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS, INSTALLED WITH STUDS FRICTION FIT INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED WITHIN 12 INCHES (305 MM) OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING.2.DOUBLE-RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDE RUNNER WITH2-INCH- (50.8-MM-) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND FASTENED TO STUDS, AND OUTER RUNNER SIZED TO FRICTION FIT INSIDE RUNNER.3.DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED TO PREVENT CRACKING OF FINISHES APPLIED TO INTERIOR PARTITION FRAMING RESULTING FROM DEFLECTION OF STRUCTURE ABOVE; IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS.E.COLD-ROLLED CHANNEL BRIDGING: 0.0538-INCH (1.37-MM) BARE-STEEL THICKNESS, WITH MINIMUM 1/2-INCH- (12.7-MM-) WIDE FLANGES.1.DEPTH: 1-1/2 INCHES (38.1 MM).2.CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES (38.1 BY 38.1 MM), 0.068-INCH- (1.73-MM-) THICK, GALVANIZED STEEL.F.HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645.1.MINIMUM BASE METAL THICKNESS: AS INDICATED ON DRAWINGS.2.DEPTH: AS INDICATED ON DRAWINGS.G.COLD-ROLLED FURRING CHANNELS: 0.0538-INCH (1.37-MM) BARE-STEEL THICKNESS, WITH MINIMUM 1/2-INCH- (12.7-MM-) WIDE FLANGES.1.DEPTH: AS INDICATED ON DRAWINGS.2.FURRING BRACKETS: ADJUSTABLE, CORRUGATED-EDGE TYPE OF STEEL SHEET WITH MINIMUM BARE-STEEL THICKNESS OF 0.0312 INCH (0.79 MM).3.TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625-INCH- (1.59-MM-) DIAMETER WIRE, OR DOUBLE STRAND OF 0.0475-INCH- (1.21-MM-) DIAMETER WIRE.H.Z-SHAPED FURRING: WITH SLOTTED OR NONSLOTTED WEB, FACE FLANGE OF 1-1/4 INCHES (31.8 MM), WALL ATTACHMENT FLANGE OF 7/8 INCH (22.2 MM), MINIMUM BARE-METAL THICKNESS OF 0.0179 INCH (0.45 MM), AND DEPTH REQUIRED TO FIT INSULATION THICKNESS INDICATED. END OF SECTION 092216 SECTION 092216 - NON-STRUCTURAL STEEL FRAMING FINISHES 1.1SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B.SAMPLES FOR VERIFICATION: FOR EACH TYPE OF FACTORY-PREPARED FINISH COAT INDICATED; 12 BY 12 INCHES (305 BY 305 MM), AND PREPARED ON RIGID BACKING. 1.2MATERIALSA.METAL LATH:1.EXPANDED-METAL LATH: SELF-FURRING DIAMOND-MESH WITH HOT-DIP GALVANIZED-ZINC COATING.2.WELDED-WIRE LATH: SELF-FURRING.3.PAPER BACKING: PROVIDE AT EXTERIOR LOCATIONS.B.ACCESSORIES:1.FOUNDATION WEEP SCREED: HOT-DIP GALVANIZED STEEL SHEET.2.CORNERITE: FABRICATED FROM METAL LATH WITH HOT-DIP GALVANIZED-ZINC COATING.3.EXTERNAL-OUTSIDE-CORNER REINFORCEMENT: FABRICATED FROM METAL LATH WITH HOT-DIP GALVANIZED-ZINC COATING.4.CASING BEADS: FABRICATED FROM ZINC OR ZINC-COATED (GALVANIZED) STEEL; SQUARE-EDGED STYLE; WITH EXPANDED FLANGES.5.CONTROL JOINTS: FABRICATED FROM ZINC OR ZINC-COATED (GALVANIZED) STEEL; ONE-PIECE-TYPE, FOLDED PAIR OF UNPERFORATED SCREEDS IN M-SHAPED CONFIGURATION; WITH PERFORATED FLANGES AND REMOVABLE PROTECTIVE TAPE ON PLASTER FACE OF CONTROL JOINT.6.EXPANSION JOINTS: FABRICATED FROM ZINC OR ZINC-COATED (GALVANIZED) STEEL; FOLDED PAIR OF UNPERFORATED SCREEDS IN M-SHAPED CONFIGURATION; WITH EXPANDED FLANGES.7.TWO-PIECE EXPANSION JOINTS: FABRICATED FROM ZINC OR ZINC-COATED (GALVANIZED) STEEL; FORMED TO PRODUCE SLIP-JOINT AND SQUARE-EDGED REVEAL THAT IS ADJUSTABLE FROM 1/4 TO 5/8 INCH (6 TO 16 MM) WIDE; WITH PERFORATED FLANGES.C.FIBER FOR BASE COAT: ALKALINE-RESISTANT GLASS OR POLYPROPYLENE FIBERS, 1/2 INCH(13 MM) LONG, FREE OF CONTAMINANTS, MANUFACTURED FOR USE IN CEMENT PLASTER.D.WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, NOT LESS THAN 0.0475-INCH (1.21-MM) DIAMETER UNLESS OTHERWISE INDICATED.E.PLASTER MATERIALS: PORTLAND CEMENT WITH SAND AGGREGATE.F.COLORANTS FOR JOB-MIXED FINISH COATS: COLORFAST MINERAL PIGMENTS THAT PRODUCE FINISH PLASTER COLOR.G.PLASTER MIXES: ASTM C 926. 1.3INSTALLATION:A.PLASTER FINISH COATS: APPLY TO PROVIDE SMOOTH TEXTURED FINISH. END OF SECTION 092400 SECTION 092400 – PORTLAND CEMENT PLASTERING FINISHES 1.1SUMMARYA.INTERIOR GYPSUM BOARD.B.TILE BACKING PANELS. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B.SAMPLES: FOR THE FOLLOWING PRODUCTS:1.TEXTURED FINISHES: MANUFACTURER'S STANDARD SIZE FOR EACH TEXTURED FINISH INDICATED AND ON SAME BACKING INDICATED FOR WORK. 1.3MATERIALSA.INTERIOR GYPSUM BOARD:1.GENERAL: COMPLYING WITH ASTM C 36/C 36M OR ASTM C 1396/C 1396M, AS APPLICABLE TO TYPE OF GYPSUM BOARD INDICATED AND WHICHEVER IS MORE STRINGENT.a.MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS.2.TYPE X:a.THICKNESS: 5/8 INCH (15.9 MM).b.LONG EDGES: TAPERED.3.MOISTURE- AND MOLD-RESISTANT TYPE: WITH MOISTURE- AND MOLD-RESISTANT CORE AND SURFACES.a.CORE: 5/8 INCH(15.9 MM), TYPE X.b.LONG EDGES: TAPERED.c.MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274.B.TILE-BACKING PANELS:1.GLASS-MAT, WATER-RESISTANT BACKING BOARD: ASTM C 1178/C 1178M, WITH MANUFACTURER'S STANDARD EDGES.a.MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS.b.CORE: 5/8 INCH (15.9 MM), TYPE X.c.MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274.2.CEMENTITIOUS BACKER UNITS: ANSI A118.9 AND ASTM C 1288 OR 1325, WITH MANUFACTURER'S STANDARD EDGES. a.THICKNESS: [1/4 INCH (6.4 MM)] [AS INDICATED].b.MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274.C.TRIM ACCESSORIES:a.INTERIOR: CORNERBEAD. END OF SECTION 092900 SECTION 092900 - GYPSUM BOARD FINISHES 1.1SUMMARYA.PAVER, GLAZED, AND WALL TILE.B.WATERPROOF MEMBRANE FOR THIN-SET TILE INSTALLATIONS.C.METAL EDGE STRIPS INSTALLED AS PART OF TILE INSTALLATIONS. 1.2QUALITY ASSURANCEA.MOCKUPS FOR EACH FORM OF CONSTRUCTION. 1.3MATERIALSA.GLAZED WALL TILE TRIM SHAPES: COVED BASE, BULLNOSE CAP.B.THRESHOLDS: SATIN ANODIZED ALUMINUM THRESHOLDS AND TRANSITION STRIPS.1.BEVEL EDGES AT 1:2 SLOPE, WITH LOWER EDGE OF BEVEL ALIGNED WITH OR UP TO 1/16 INCH (1.5 MM) ABOVE ADJACENT FLOOR SURFACE. FINISH BEVEL TO MATCH TOP SURFACE OF THRESHOLD. LIMIT HEIGHT OF THRESHOLD TO 1/2 INCH (12.7 MM) OR LESS ABOVE ADJACENT FLOOR SURFACE.C.MORTAR: LATEX-PORTLAND CEMENTD.ELASTOMERIC SEALANTS: ONE-PART, MILDEW-RESISTANT SILICONE.1.SEALANTS SHALL HAVE A VOC CONTENT OF 250 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.4FLOOR TILE INSTALLATION SCHEDULEA.INTERIOR FLOORS ON CONCRETE: THIN-SET MORTAR.1.TILE TYPE: UNGLAZED PAVER TILE.2.MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT.3.GROUT: POLYMER-MODIFIED UNSANDED 100% SOLIDS EPOXY NON-SAGGING GROUT.B.INTERIOR FLOORS ON [WATERPROOF] [CRACK-SUPPRESSION] MEMBRANE OVER CONCRETE AND WOOD: THIN-SET MORTAR.1.TILE TYPE: UNGLAZED PAVER TILE.2.MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT.3.GROUT: POLYMER-MODIFIED UNSANDED 100% SOLIDS EPOXY NON-SAGGING GROUT. 1.5WALL TILE INSTALLATION SCHEDULEA.INTERIOR WALLS OVER GLASS-MAT WATER-RESISTANT BACKER BOARD OR CEMENTITIOUS BACKER UNITS: THIN-SET MORTAR.1.MORTAR: LATEX- PORTLAND CEMENT MORTAR.2.GROUT: POLYMER-MODIFIED UNSANDED GROUT SUPPLIED BY GC. 1.6INSTALLATIONA.ALL TILE AND SLATE TO BE INSTALLED PER TILE COUNCIL OF AMERICA STANDARDS. END OF SECTION 093000 SECTION 093000 - TILING FINISHES 1.1SUMMARYA.ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. 1.2SUBMITTALSA.PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B.COORDINATION DRAWINGS: REFLECTED CEILING PLANS, DRAWN TO SCALE, ON WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH EACH OTHER, BASED ON INPUT FROM INSTALLERS OF THE ITEMS INVOLVED:1.CEILING SUSPENSION SYSTEM MEMBERS.2.METHOD OF ATTACHING HANGERS TO BUILDING STRUCTURE.3.CEILING-MOUNTED ITEMS INCLUDING LIGHTING FIXTURES, DIFFUSERS, GRILLES, SPEAKERS, SPRINKLERS, ACCESS PANELS, AND SPECIAL MOLDINGS.C.SAMPLES FOR VERIFICATION: FOR EACH COMPONENT INDICATED AND FOR EACH EXPOSED FINISH REQUIRED, PREPARED ON SAMPLES OF SIZE INDICATED BELOW.1.ACOUSTICAL PANEL: SET OF FULL-SIZE SAMPLES OF EACH TYPE, COLOR, PATTERN, AND TEXTURE.2.EXPOSED SUSPENSION SYSTEM MEMBERS, MOLDINGS, AND TRIM: SET OF 12-INCH-(300-MM-) LONG SAMPLES OF EACH TYPE, FINISH, AND COLOR.D.QUALIFICATION DATA: FOR TESTING AGENCY.E.FIELD QUALITY-CONTROL TEST REPORTS.F.PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY A QUALIFIED TESTING AGENCY, FOR EACH ACOUSTICAL PANEL CEILING.G.MAINTENANCE DATA: FOR FINISHES TO INCLUDE IN MAINTENANCE MANUALS. 1.3QUALITY ASSURANCEA.ACOUSTICAL PANEL QUALITY STANDARD: ASTM E 1264.B.METAL SUSPENSION SYSTEM QUALITY STANDARD: ASTM C 635. 1.4MATERIALSA.ACOUSTICAL CEILING PANELS GENERAL: MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS.B.ACOUSTICAL CEILING PANELS WASHABLE1.CLASSIFICATION: TYPE IV, MINERAL BASE WITH MEMBRANE-FACED OVERLAY; FORM 2, WATER FELTED; WITH VINYL OVERLAY ON FACE; PATTERN G (SMOOTH).2.COLOR: AS INDICATED ON DRAWINGS.3.THICKNESS: 5/8 INCH (15 MM).4.MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM).5.BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21.C.ACOUSTICAL CEILING PANELS TEXTURED:1.CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH; FORM 2, WATER FELTED; PATTERN E (LIGHTLY TEXTURED).2.COLOR: AS INDICATED ON DRAWINGS.3.THICKNESS: 5/8 INCH (15 MM).4.MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM).5.BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT iNHIBITS FUNGUS, MOLD, MILDEW, AND GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21.D.ACOUSTICAL CEILING PANELS PERFORATED:1.CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH; FORM 2, WATER FELTED; PATTERN CE (PERFORATED, SMALL HOLES AND LIGHTLY TEXTURED).2.COLOR: AS INDICATED ON DRAWINGS.3.THICKNESS: 3/4 INCH(15 MM).4.MODULAR SIZE: 24 BY 48 INCHES(610 BY 1220 MM).5.BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21.E.METAL SUSPENSION SYSTEMS:1.WIDE-FACE, CAPPED, DOUBLE-WEB STEEL: INTERMEDIATE DUTY.F.METAL EDGE MOLDINGS AND TRIM: ROLL-FORMED SHEET METAL. 1.5INSTALLATIONA.INSTALLATION: ASTM C 636. 1.6FIELD QUALITY CONTROLA.TESTING: BY OWNER-ENGAGED AGENCY TO TEST ACOUSTICAL PANEL CEILING HANGER FASTENERS. END OF SECTION 095113 SECTION 095113 - ACOUSTICAL PANEL CEILINGS FINISHES 1.1COMPONENTSA.MOLDINGS AND TRIM.B.SEISMIC STRUTS.C.HOLD-DOWN CLIPS.D.ALUMINUM PANS AND SUSPENSION SYSTEM:1.PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS:a.BESTWORTH ROMMEL; ALPOLIC ACM PANELS.2.CLASSIFICATION: UNPERFORATED.3.LINEAR MODULE WIDTH: [2 INCHES(51 MM)] [4 INCHES(102 MM)] [6 INCHES (152 MM)] [8 INCHES(203 MM)] <INSERT DIMENSIONS>.4.PAN DEPTH: [5/8 INCH(16 MM)] [3/4 INCH(19 MM)] [1 TO 1-1/2 INCHES(25 TO 38 MM)] <INSERT DEPTH>. 5.PAN FACE FINISH: [MILL] [LACQUERED MILL] [CLEAR ANODIZED] [CLEAR MIRROR-ANODIZED] [PAINTED] [FLUOROPOLYMER COATED] [BRIGHT REFLECTIVE] <INSERT FINISH>.6.FILLER STRIP.7.SUSPENSION-SYSTEM MAIN-CARRIER MATERIAL: ALUMINUM. END OF SECTION 095423 SECTION 095423 - LINEAR METAL CEILINGS FINISHES 1.1PERFORMANCE REQUIREMENTSA.FLOORSCORE COMPLIANCE: COMPOSITE WOOD FLOORS SHALL COMPLY WITH REQUIREMENTS OF FLOORSCORE STANDARD. 1.2MATERIALSA.ACCESSORIES:1.WOOD FLOORING ADHESIVE: VOC LIMITS: 100 G/L. END OF SECTION 096400 SECTION 096400 - WOOD FLOORING FINISHES 1.1PRODUCTSA.FLOORING SYSTEM: FLOORSCORE COMPLIANCE.B.VINYL SHEET FLOORING:1.BACKING: NONE, UNBACKED.2.SEAMLESS-INSTALLATION METHOD: HEAT WELDED.C.RUBBER SHEET FLOORING:1.BACKING: NONE, UNBACKED.2.SEAMLESS-INSTALLATION METHOD: HEAT WELDED.D.INSTALLATION MATERIALS:E.TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND CEMENT BASED OR BLENDED HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER FOR APPLICATIONS INDICATED.F.ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY FLOORING AND ADHESIVE MANUFACTURERS TO SUIT RESILIENT SHEET FLOORING AND SUBSTRATE CONDITIONS INDICATED.1.VINYL SHEET ADHESIVES SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS.2.RUBBER SHEET ADHESIVES SHALL HAVE A VOC CONTENT OF 60 G/L OR LESS.G.INTEGRAL-FLASH-COVE-BASE ACCESSORIES:1.COVE STRIP: 1-INCH (25-MM) RADIUS PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER.2.CAP STRIP: [SQUARE METAL, VINYL, OR RUBBER CAP] [TAPERED VINYL CAP] PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER.3.FLOOR POLISH: PROVIDE PROTECTIVE, LIQUID FLOOR-POLISH PRODUCTS RECOMMENDED BY RESILIENT SHEET FLOORING MANUFACTURER. END OF SECTION 096516 SECTION 096516 - RESILIENT SHEET FLOORING FINISHES 1.1QUALITY ASSURANCEA.PRODUCTS COMPLY WITH REQUIREMENTS OF CRI'S GREEN LABEL INDOOR AIR QUALITY TESTING PROGRAM. 1.2WARRANTYA.CARPET TILE: ONE YEAR. 1.3MATERIALSA.ADHESIVES: WATER-RESISTANT, MILDEW-RESISTANT, NONSTAINING, PRESSURE-SENSITIVE TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED, THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET TILE AND IS RECOMMENDED BY CARPET TILE MANUFACTURER FOR RELEASABLE INSTALLATION.a.VOC LIMITS: 50 G/L 1.4INSTALLATIONA.INSTALLATION METHOD: GLUE DOWN WITH RELEASABLE ADHESIVE. END OF SECTION 096813 SECTION 096813 – TILE CARPETING C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 1 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G017 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA OUTLINESPECIFICATIONS Revision Schedule Rev Date By Description 05/08/2024 FINISHES 1.1SUMMARYA.VINYL AND WOVEN GLASS-FIBER WALL COVERING. 1.2MATERIALSA.ADHESIVE: MILDEW-RESISTANT, NONSTAINING, STRIPPABLE ADHESIVE, FOR USE WITH SPECIFIC WALL COVERING AND SUBSTRATE APPLICATION, AS RECOMMENDED IN WRITING BY WALL-COVERING MANUFACTURER, AND WITH A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.3INSTALLATIONA.INSTALL STRIPS IN SAME ORDER AS CUT FROM ROLL. END OF SECTION 097200 SECTION 097200 - WALL COVERINGS FINISHES 1.1SUMMARYA.SURFACE PREPARATION AND THE APPLICATION OF PAINT SYSTEMS ON EXTERIOR SUBSTRATES. 1.2SUBMITTALSA.SAMPLES FOR VERIFICATION: 1.FOR EACH NON-STANDARD LATEX TOPCOAT COLOR AND GLOSS INDICATED.2.FOR EACH TYPE OF NON-STANDARD PAINT SYSTEM AND IN EACH COLOR. AND GLOSS OF TOPCOAT INDICATED. 1.3EXTERIOR PAINTING SCHEDULEA.CONCRETE SUBSTRATES, NONTRAFFIC SURFACES:1.LATEX SYSTEM:a.PRIME COAT: LATEX, EXTERIOR, MATCHING TOPCOAT.b.TOPCOAT: LATEX, EXTERIOR (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).B.CLAY-MASONRY SUBSTRATES:1.LATEX SYSTEM:a.PRIME COAT: LATEX, EXTERIOR, MATCHING TOPCOAT.b.TOPCOAT: LATEX, EXTERIOR (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).C.CMU SUBSTRATES:1.LATEX SYSTEM:a.PRIME COAT: BLOCK FILLER, LATEX, INTERIOR/EXTERIOR.b.TOPCOAT: LATEX, EXTERIOR (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).D.STEEL SUBSTRATES:1.WATER-BASED LIGHT INDUSTRIAL COATING SYSTEM:a.PRIME COAT: PRIMER, ALKYD, ANTI-CORROSIVE FOR METAL.b.TOPCOAT: LIGHT INDUSTRIAL COATING, EXTERIOR, WATER BASED (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).E.GALVANIZED-METAL SUBSTRATES:1.LATEX SYSTEM:a.PRIME COAT: PRIMER, GALVANIZED, WATER BASED.b.TOPCOAT: LATEX, EXTERIOR (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).F.ALUMINUM SUBSTRATES:1.LATEX SYSTEM:a.PRIME COAT: PRIMER, QUICK DRY, FOR ALUMINUM.b.TOPCOAT: LATEX, EXTERIOR (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).G.WOOD, NONTRAFFIC SURFACES:1.LATEX SYSTEM:a.PRIME COAT: PRIMER, LATEX FOR EXTERIOR WOOD.b.TOPCOAT: LATEX, EXTERIOR (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).H.WOOD, TRAFFIC SURFACES:1.LATEX SYSTEM:a.PRIME COAT: PRIMER, LATEX FOR EXTERIOR WOOD.b.TOPCOAT: INTERIOR/EXTERIOR LATEX FLOOR AND PORCH (LOW GLOSS).1)WITH ADDITIVE TO INCREASE SKID RESISTANCE OF PAINTED SURFACE.I.PORTLAND CEMENT PLASTER SUBSTRATES:1.LATEX SYSTEM:a.PRIME COAT: LATEX, EXTERIOR, MATCHING TOPCOAT.b.TOPCOAT: LATEX, EXTERIOR (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). END OF SECTION 099113 SECTION 099113 - EXTERIOR PAINTING FINISHES 1.1SUMMARYA.SURFACE PREPARATION AND THE APPLICATION OF PAINT SYSTEMS ON INTERIOR SUBSTRATES. 1.2SUBMITTALSA.SAMPLES FOR VERIFICATION: 1.FOR EACH NON-STANDARD LATEX TOPCOAT COLOR AND GLOSS INDICATED.2.FOR EACH TYPE OF NON-STANDARD PAINT SYSTEM AND IN EACH COLOR AND GLOSS OF TOPCOAT INDICATED. 1.3QUALITY ASSURANCEA.QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST" AND "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL."B.MOCKUPS FOR EACH COLOR AND FINISH. 1.4GENERALA.VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES HAVING JURISDICTION WHEN MORE STRINGENT THAN LIMITS NOTED AS FOLLOWS [AND, FOR INTERIOR PAINTS AND COATINGS APPLIED AT PROJECT SITE, THE FOLLOWING VOC LIMITS, EXCLUSIVE OF COLORANTS ADDED TO A TINT BASE ACCORDING TO SCAQMD (RULE 1113)].1.FLAT PAINTS AND COATINGS: 50 G/L.2.NONFLAT PAINTS AND COATINGS: 50 G/L.3.PRIMERS, SEALERS, AND UNDERCOATERS: 100 G/L.4.RUST PREVENTATIVE COATINGS APPLIED TO FERROUS METALS: 250 G/L.5.FLOOR COATINGS: 50 G/L.7.FIRE RETARDANT COATINGS, PIGMENTED: 350 G/L. 1.5INTERIOR PAINTING SCHEDULEA.STEEL SUBSTRATES:1.INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:a.PRIME COAT: PRIMER, RUST-INHIBITIVE, WATER BASED.b.TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).2.QUICK-DRYING ENAMEL SYSTEM:a.PRIME COAT: PRIMER, RUST-INHIBITIVE, WATER BASED.b.TOPCOAT: ALKYD, QUICK DRY (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).B.GALVANIZED-METAL SUBSTRATES:1.INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:a.PRIME COAT: PRIMER, GALVANIZED, WATER BASED.b.TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).C.WOOD SUBSTRATES: 1.INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:a.PRIME COAT: INTERIOR LATEX PRIMER/SEALER.b.TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).D.GYPSUM BOARD SUBSTRATES:1.INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:a.PRIME COAT: INTERIOR LATEX PRIMER/SEALER.b.TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).E.HIGH-IMPACT GYPSUM BOARD SUBSTRATES:1.HIGH-PERFORMANCE ARCHITECTURAL LATEX SYSTEM:a.PRIME COAT: INTERIOR LATEX PRIMER/SEALER.b.TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).F.PLASTER SUBSTRATES:1.INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:a.PRIME COAT: INTERIOR LATEX PRIMER/SEALER.b.TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE).G.ACOUSTICAL CEILING TILE:1.INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM:a.PRIME COAT: INTERIOR LATEX PRIMER/SEALER.b.TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). END OF SECTION 099123 SECTION 099123 - INTERIOR PAINTING FINISHES 1.1SUMMARYA.SURFACE PREPARATION AND APPLICATION OF WOOD FINISHES ON [EXTERIOR] [AND] [INTERIOR] SUBSTRATES. 1.2SUBMITTALSA.SAMPLES FOR VERIFICATION: FOR EACH TYPE OF FINISH SYSTEM AND IN EACH COLOR AND GLOSS OF FINISH INDICATED. 1.3QUALITY ASSURANCEA.QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST" AND "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL." 1.4GENERALA.VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES HAVING JURISDICTION WHEN MORE STRINGENT THAN LIMITS NOTED AS FOLLOWS [AND, FOR INTERIOR PAINTS AND COATINGS APPLIED AT PROJECT SITE, THE FOLLOWING VOC LIMITS, EXCLUSIVE OF COLORANTS ADDED TO A TINT BASE ACCORDING TO SCAQMD (RULE 1113)].1.CHEMICAL COMPONENTS OF FIELD-APPLIED INTERIOR PAINTS AND COATINGS:a.CLEAR WOOD FINISHES, VARNISHES: VOC NOT MORE THAN 275 G/L.2.SHELLACS, CLEAR: VOC NOT MORE THAN 730 G/L.3.STAINS: VOC NOT MORE THAN 100 G/L.4.PRIMERS, SEALERS, AND UNDERCOATERS: 100 G/L.5.FIRE RETARDANT COATINGS, CLEAR: 650 G/L. 1.5EXTERIOR WOOD-FINISH-SYSTEM SCHEDULEA.SOLID-COLOR LATEX STAIN SYSTEM: MPI EXT 6.3K.1.PRIME COAT: PRIMER, LATEX FOR EXTERIOR WOOD.2.INTERMEDIATE COAT: STAIN, EXTERIOR, WATER BASED, SOLID HIDE, MATCHING TOPCOAT.3.TOPCOAT: STAIN, EXTERIOR, WATER BASED, SOLID HIDE.B.SEMITRANSPARENT STAIN SYSTEM: MPI EXT 6.3D.1.TWO STAIN COATS: EXTERIOR SEMITRANSPARENT LATEX STAIN. 1.6INTERIOR WOOD-FINISH-SYSTEM SCHEDULEA.SEMITRANSPARENT STAIN SYSTEM:1.PRIME COAT: STAIN, SEMI-TRANSPARENT, MATCHING TOPCOAT.2.TOPCOAT: STAIN, SEMI-TRANSPARENT, FOR INTERIOR WOOD.B.WATER-BASED VARNISH SYSTEM:a.PRIME COAT: WATER-BASED VARNISH MATCHING TOPCOAT.b.INTERMEDIATE COAT: WATER-BASED VARNISH MATCHING TOPCOAT.c.TOPCOAT: VARNISH, WATER BASED, CLEAR.C.WATER-BASED FIRE RETARDANT SYSTEM:a.TOPCOAT: FIRE RETARDANT COATING, CLEAR.1)CLASS A FLAME SPREAD AND SMOKE-DEVELOPED INDEX PER ASTM E 84. END OF SECTION 099300 SECTION 099300 - STAINING AND TRANSPARENT FINISHING C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 1 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t G018 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA OUTLINESPECIFICATIONS Revision Schedule Rev Date By Description 05/08/2024 N.I.CZONE TYPE: C-G N.I.CZONE TYPE: C-G N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.CZONE TYPE: R-3 N.I.CZONE TYPE: R-3 APN: 5783-008-030 APN: 5783-008-031 APN: 5783-008-029 LOT LINE OF APN: 5783-008-030 W DUARTE RD W DUARTE RD W DUARTE RD 1 1 1 1 2 2 3 3 4 4 44 4 4 4 4 4 4 4 4 4 5 5 6 6 666 6 8 8 STARBUCKS 9 10 10 3 11 11 11 11 1212 12 12 11 7 7 7 777 2 2 2 2 A.REFER TO EXTERIOR ELEVATIONS ON SHEET A201FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITY REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLEDETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICALDRAWINGS FOR ADDITIONAL REQUIREMENTS. D. PROVIDE 6" (150MM) THICK CONCRETEPAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW STANDING PAD. E. GENERAL CONTRACTOR TO APPLY CONCRETESEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. F.GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. G.PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT TRANSITION FROM SIDEWALK TO DRIVE AISLE. H.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS. I.REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK. J.SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES. K.SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS. KEYNOTES GENERAL NOTES LEGEND 1 (E) CONCRETE CURB TO REMAIN 3 DEMO (E) DETECTABLE WARNING 2 DEMO (E) ENTIRE PARKING LOT FEATURES - ALL STRIPING, CURBS & ASPHALT 9 BUILDING TO REMAIN. SEE D101 FOR DEMO FLOOR PLAN & D103 FORDEMO ROOF PLAN 7 DEMO (E) WHEEL STOPS 11 PREPARE SURFACE TO RECEIVE NEW DT LANE CONCRETE PER NEW WORK. 5 DEMO (E) ACCESSIBLE PARKING STALL, SLURRY AND RESTRIP PER NEW WORK. 6 DEMO (E) PARKING STALL - RESTRIPE PER NEW WORK, SEE SHEET A001 FORNEW CALCULATIONS 8 DEMO (E) ACCESSIBLE STRIPING, SLURRY AND RESTRIP PER NEW WORK. 4 DEMO (E) LANDSCAPE AREA, INFILL AND PREPARE SURFACE TO MATCHEXISTING SLOPE. 10 DEMO (E) RAMP PORTION WITHIN THE PROPERTY LINE PER NEW WORK. 12 DEMO (E) CURB (E) 6" CONCRETE CURB DEMO (E) CONCRETE SCOPE OF WORK (E) CONCRETE SIDEWALK, DEMO (E) CONCRETE PAVER. DEMO (E) CONCRETE SIDEWALK DEMO (E) 6" CONCRETE CURB DEMO LANDSCAPE AREA LANDSCAPE AREA C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 1 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t D001 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA DEMO SITE PLAN Scale: 1" = 20'-0" 2DEMOLITION SITE PLAN 0 Scale: 1" = 10'-0 10 20 40 N Revision Schedule Rev Date By Description 05/08/2024 1 4 4 4 4 1 1 1 1 1 1 2 2 2 2 2 3 3 4 4 4 4 4 5 6 7 8 9 THROUGH - OUT 2 EXTISTING WALL TO REMAIN 45' - 8 1/4" EXISTING WINDOW 6' - 3" EXISTING WALL TO REMAIN 44' - 0 3/4" EXISTING WALL 11' - 2" EXISTING STOREFRONT 6' - 0" EXISTING WALL TO REMAIN 28' - 6"6' - 0" DEMO WALL PORTION 6' - 0" TH R O U G H - O U T DE M O S T O R E F R O N T 9' - 5 " KEYNOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. NOTIFY STARBUCKS CONSTRUCTION MANAGER IF EXISTING CONDITIONS DEVIATE FROM CONSTRUCTION DOCUMENTS. REMOVE EXISTING INTERIOR WALL FINISH AS SHOWN.PATCH, REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW FINISH. REMOVE WALL COVERINGS ON EXISTING WALLS TO REMAIN THAT FACE AREAS OF DEMOLITION. REMOVAL SHALL INCLUDE ANY RESIDUAL MATERIAL AFTER DEMOLITION, (I.E. PIECES OF WALL COVERING OR BACKING). REMOVAL OF ALL COVERINGS IS TO BE DONE W/O DAMAGING THE EXISTING WALL SURFACE TO REMAIN. ALSO REMOVE WALL DEVICES AND ITEMS MOUNTED TO WALLS. REMOVE EXISTING FLOORING AS SHOWN. PATCH, REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW FINISH. REMOVAL OF EXISTING FLOORING INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF EXISTING CERAMIC TILE, CARPET OR VINYL TILE FLOORING AND ASSOCIATED WALL BASE. SUBFLOOR TO BE STRIPPED OF ALL COVERING/FINISH AND CLEANED TO REMOVE EXISTING ADHESIVE, GROUT, MORTAR, DIRT AND COATINGS. FINAL SURFACE TO BE STREAK-FREE WITH NO MACHINE MARKS AND/OR SMOOTH, STABLE AND LEVEL. PROVIDE LEVELING WHERE NECESSARY TO ACCOMMODATE NEW FINISHES. DEMOLITION PLANS REPRESENT APPROXIMATE LOCATION OF EXISTING WALLS TO BE DEMOLISHED. FIELD VERIFY TYPE OF CONSTRUCTION AND HEIGHT OF WALLS. PLANS DO NOT NECESSARILY INDICATE ALL DEMO WALLS, COUNTERS, HANDRAILS, WALL PROTECTION, CLOSETS, SINKS ETC. PRIOR TO DEMOLITION, FIELD VERIFY THAT WALLS TO BE REMOVED DO NOT PROVIDE SUPPORT FOR EXISTING BUILDING ELEMENTS AND EXISTING CONSTRUCTION TO REMAIN. NOTIFY STARBUCKS CONSTRUCTIONMANAGER IF DEMOLITION WALLS SUPPORT EXISTING BUILDING ELEMENTS. DEMOLISH AND REMOVE DOORS, VINYL BASE, CONDUIT, WIRING, DUPLEXES, DATA OUTLETS, CABLES, SHELVING, METAL STUD AND GYPSUM BOARD WALLS, CLOSETS, CABINETS, FILES, COUNTERS, WOOD MOLDING, SHELVES AND ENCLOSURES WHERE APPLICABLE. VERIFY WITH STARBUCKS CONSTRUCTION MANAGER ACCESS TO THE DEMOLITION AREA, INGRESS AND EGRESS ROUTES FOR MATERIAL AND EQUIPMENT. PROTECT EXISTING FLOORS, WALLS AND CORNERS TO REMAIN ALONG WORK ACCES ROUTES. CONTAIN DUST AND DEBRIS WITHIN THE DEMOLITION AREA. THE GENERAL CONTRACTOR SHALL PERFORM WORK IN A MANNER THAT DOES NOT DAMAGE THE EXISTING STRUCTURE. DEMOLITION SHALL NOT COMPROMISE THE STRUCTURAL INTEGRITY OF ANY WALLS, FLOORS, CEILINGS, SUPPORTS, STRUCTURE, ETC. TO REMAIN. ALL DEMOLITION MATERIALS AND DEBRIS SHALL BE DISPOSED OF ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS. AT LOCATIONS WHERE EXISTING WALLS ARE TO BE REMOVED NEAR EXISTING WALLS TO REMAIN, PERFORM DEMOLITION WITHOUT DISTURBING EXISTING ELEMENTS TO REMAIN. WALLS TO REMAIN SHALL BE INTACT AND HAVE A NEAT SURFACE. REFER TO "ITEMS TO BE PRESERVED" LIST FOR ITEMS THAT SHALL BE SALVAGED FOR RELOCATION. VERIFY WITH OWNER FOR ON SITE STORAGE LOCATION OF SALVAGED ITEMS. DAMAGED FIREPROOFING SHALL BE REPAIRED/ REPLACED TO MATCH EXISTING. THE GENERAL CONTRACTOR SHALL DEMOLISH ANY EXISTING ABANDONED VOICE/DATA CABLING AND DEAD OR NON-USE ELECTRICAL BACK TO PANEL. ALL RECEPTACLES NOT REUSED ARE TO BE REMOVED, PATCHED AND PAINTED. REMOVAL OF LOW VOLTAGE EQUIPMENT, PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED BY THE STARBUCKS CONSTRUCTION MANAGER PRIOR TO REMOVAL. SALVAGED EQUIPMENT SHALL BE STORED IN A CLIMATE CONTROLLED ENVIRONMENT FOR FUTURE INSTALLATION. LABEL ALL ITEMS AND PROPERLY STORE FOR RE-INSTALL. REMOVE EXISTING PLUMBING FIXTURES AND HVAC EQUIPMENT AS NECESSARY. CAP LINES AND TERMINATE DUCTS AS NECESSARY FOR THOSE NOT BEING RE-USED. 1 EXISTING WALL TO REMAIN 2 DEMO EXTERIOR STOREFRONT, DOOR AND WINDOWS TO REMAIN 4 REMOVE INTERIOR WALLS AS SHOWN. 7 REMOVE EXISTING FIXTURES, FURNITURE, AND EQUIPMENT. 5 REMOVE EXISTING RESTROOMS FIXTURES AND CAP PLUMBING. 6 REMOVE EXISTING FIXTURES, FLOOR AND WALL FINISHES 8 REMOVE EXISTING FLOORING AS INDICATED. PATCH, REPAIR AND PREP.SUBSTRATE TO RECEIVE NEW FINISH. 9 DEMO STAIRCASE AND THE ASSOCIATED MEZZANINE FLOOR ITEM TO BE DEMOLISHED LEGEND EXISTING WALLS TO REMAIN WALLS TO BE DEMOLISHED EXISTING FLOOR TO BE DEMOLISHED GENERAL NOTES 3 REMOVE EXISTING STOREFRONT AND ASSOCIATED FASTENERS. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 1 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t D101 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA DEMO FLOOR PLAN Scale: 3/16" = 1'-0" 11ST FLOOR - DEMOLITION FLOOR PLAN N 0 2'4'8' Scale: 1/4" = 1'-0" Revision Schedule Rev Date By Description 05/08/2024 1 1 1 1 1 1 1 1 1 1 88 8 8 2 3 4 5 6 7 THROUGH - OUT 8 A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. NOTIFY STARBUCKS CONSTRUCTION MANAGER IF EXISTING CONDITIONS DEVIATE FROM CONSTRUCTION DOCUMENTS. REMOVE EXISTING INTERIOR WALL FINISH AS SHOWN.PATCH, REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW FINISH. REMOVE WALL COVERINGS ON EXISTING WALLS TO REMAIN THAT FACE AREAS OF DEMOLITION. REMOVAL SHALL INCLUDE ANY RESIDUAL MATERIAL AFTER DEMOLITION, (I.E. PIECES OF WALL COVERING OR BACKING). REMOVAL OF ALL COVERINGS IS TO BE DONE W/O DAMAGING THE EXISTING WALL SURFACE TO REMAIN. ALSO REMOVE WALL DEVICES AND ITEMS MOUNTED TO WALLS. REMOVE EXISTING FLOORING AS SHOWN. PATCH, REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW FINISH. REMOVAL OF EXISTING FLOORING INCLUDES, BUT IS NOT LIMITED TO REMOVAL OF EXISTING CERAMIC TILE, CARPET OR VINYL TILE FLOORING AND ASSOCIATED WALL BASE. SUBFLOOR TO BE STRIPPED OF ALL COVERING/FINISH AND CLEANED TO REMOVE EXISTING ADHESIVE, GROUT, MORTAR, DIRT AND COATINGS. FINAL SURFACE TO BE STREAK-FREE WITH NO MACHINE MARKS AND/OR SMOOTH, STABLE AND LEVEL. PROVIDE LEVELING WHERE NECESSARY TO ACCOMMODATE NEW FINISHES. DEMOLITION PLANS REPRESENT APPROXIMATE LOCATION OF EXISTING WALLS TO BE DEMOLISHED. FIELD VERIFY TYPE OF CONSTRUCTION AND HEIGHT OF WALLS. PLANS DO NOT NECESSARILY INDICATE ALL DEMO WALLS, COUNTERS, HANDRAILS, WALL PROTECTION, CLOSETS, SINKS ETC. PRIOR TO DEMOLITION, FIELD VERIFY THAT WALLS TO BE REMOVED DO NOT PROVIDE SUPPORT FOR EXISTING BUILDING ELEMENTS AND EXISTING CONSTRUCTION TO REMAIN. NOTIFY STARBUCKS CONSTRUCTIONMANAGER IF DEMOLITION WALLS SUPPORT EXISTING BUILDING ELEMENTS. DEMOLISH AND REMOVE DOORS, VINYL BASE, CONDUIT, WIRING, DUPLEXES, DATA OUTLETS, CABLES, SHELVING, METAL STUD AND GYPSUM BOARD WALLS, CLOSETS, CABINETS, FILES, COUNTERS, WOOD MOLDING, SHELVES AND ENCLOSURES WHERE APPLICABLE. VERIFY WITH STARBUCKS CONSTRUCTION MANAGER ACCESS TO THE DEMOLITION AREA, INGRESS AND EGRESS ROUTES FOR MATERIAL AND EQUIPMENT. PROTECT EXISTING FLOORS, WALLS AND CORNERS TO REMAIN ALONG WORK ACCES ROUTES. CONTAIN DUST AND DEBRIS WITHIN THE DEMOLITION AREA. THE GENERAL CONTRACTOR SHALL PERFORM WORK IN A MANNER THAT DOES NOT DAMAGE THE EXISTING STRUCTURE. DEMOLITION SHALL NOT COMPROMISE THE STRUCTURAL INTEGRITY OF ANY WALLS, FLOORS, CEILINGS, SUPPORTS, STRUCTURE, ETC. TO REMAIN. ALL DEMOLITION MATERIALS AND DEBRIS SHALL BE DISPOSED OF ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS. AT LOCATIONS WHERE EXISTING WALLS ARE TO BE REMOVED NEAR EXISTING WALLS TO REMAIN, PERFORM DEMOLITION WITHOUT DISTURBING EXISTING ELEMENTS TO REMAIN. WALLS TO REMAIN SHALL BE INTACT AND HAVE A NEAT SURFACE. REFER TO "ITEMS TO BE PRESERVED" LIST FOR ITEMS THAT SHALL BE SALVAGED FOR RELOCATION. VERIFY WITH OWNER FOR ON SITE STORAGE LOCATION OF SALVAGED ITEMS. DAMAGED FIREPROOFING SHALL BE REPAIRED/ REPLACED TO MATCH EXISTING. THE GENERAL CONTRACTOR SHALL DEMOLISH ANY EXISTING ABANDONED VOICE/DATA CABLING AND DEAD OR NON-USE ELECTRICAL BACK TO PANEL. ALL RECEPTACLES NOT REUSED ARE TO BE REMOVED, PATCHED AND PAINTED. REMOVAL OF LOW VOLTAGE EQUIPMENT, PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED BY THE STARBUCKS CONSTRUCTION MANAGER PRIOR TO REMOVAL. SALVAGED EQUIPMENT SHALL BE STORED IN A CLIMATE CONTROLLED ENVIRONMENT FOR FUTURE INSTALLATION. LABEL ALL ITEMS AND PROPERLY STORE FOR RE-INSTALL. REMOVE EXISTING PLUMBING FIXTURES AND HVAC EQUIPMENT AS NECESSARY. CAP LINES AND TERMINATE DUCTS AS NECESSARY FOR THOSE NOT BEING RE-USED. KEYNOTES GENERAL NOTES 1 EXISTING WALL TO REMAIN. 3 DEMO INTERIOR WALLS AS SHOWN. 6 DEMO EXISTING FIXTURES, FURNITURE, AND EQUIPMENT. 4 DEMO EXISTING RESTROOMS FIXTURES AND CAP PLUMBING. 2 DEMO MEZZANINE FLOOR IN ITS ENITIRETY. 5 DEMO EXISTING FIXTURES, FLOOR AND WALL FINISHES. 7 DEMO STAIRCASE. 8 EXISITNG CANOPY TO REMAIN. ITEM TO BE DEMOLISHED LEGEND EXISTING WALLS TO REMAIN WALLS TO BE DEMOLISHED EXISTING FLOOR TO BE DEMOLISHED MEZZANINE FLOOR TO BE DEMOLISHED C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 2 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t D102 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA DEMO MEZZANINEFLOOR PLAN Scale: 3/16" = 1'-0" 12ND FLOOR - DEMO MEZZANINE FLOOR PLAN N 0 2'4'8' Scale: 1/4" = 1'-0" Revision Schedule Rev Date By Description 05/08/2024 SL O P E D I R E C T I O N SL O P E D I R E C T I O N SLOPE DIRECTION SLOPE DIRECTION 1 2 3 4 5 6 7 THROUGH - OUT SLOPE DIRECTION SLOPE DIRECTION 8 8 5 5 5 77 A.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. B.IN FREEZE THAW CLIMATES ONLY: INSTALL SELF-REGULATING HEAT TAPE IN ALL DOWNSPOUTS. SEE ELECTRICAL FOR FURTHER INFORMATION. C.ROOF TOP PLUMBING VENTS ARE NOT SHOWN FOR CLARITY. REFER TO PLUMBING DRAWINGS FOR VTR LOCATIONS AND FURTHER INFORMATION. D. ALL OF ROOF PENETRATIONS, STRUCTURE AND FIXTURES ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE. GENERAL NOTES KEYNOTES 6 DEMO (E) ROOF ACCESS HATCH. PATCH AND REPAIR AS NEEDED. 5 DEMO (E) RESTROOM EXHAUST FAN . PATCH AND REPAIR AS NEEDED. EXISTING PARAPET WALL TO REMAIN LEGEND EXISTING ITEM TO BE DEMOLISHED 4 (E) ROOF SLOPE DIRECTION TO REMAIN. 7 DEMO (E) MECHANICAL ROOF TOP UNITS AND CURBS BELOW. PATCH ANDREPAIR AS NEEDED. 3 REMOVE ALL (E) ABANDONED ROOF TOP EQUIPMENT. 1 DEMO ROOF DRAINS 2 DEMO (E) ROOF CRICKETS. 8 EXISTING ROOF PARAPET TO REMAIN ENTIRE ROOF TO BE DEMO'D & LOWERED C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 2 3 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t D103 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA DEMO ROOF PLAN Scale: 3/16" = 1'-0" 1DEMO BUILDING ROOF PLAN N 0 2'4'8' Scale: 1/4" = 1'-0" Revision Schedule Rev Date By Description 05/08/2024 4 5 5 1 KEYNOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULESIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTORPROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEKPRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTION MANAGERTO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTORCONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUDBLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY ANDALL ALLOWABLE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOPDRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FORAPPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH ANDREPAIR EXISTING EXTERIOR AS REQUIRED. 1 DEMOLISH (E) SIGNAGE, PREP FOR NEW SIGNAGE, SEE EXTERIOR ELEVATIONSFOR MORE INFORMATIONS. 2 REMOVE EXISTING WINDOW AND ASSOCIATED FASTENERS. 4 (E) EXTERIOR DOOR TO REMAIN, RE-FINISH PER EXTERIOR ELEVATIONS. 5 DASHED LINES INDICATES PATCHING AND REFILLING THIS AREA ACCORDING TOTHE EXTERIOR FINISH PALLETTE (CMU 12" X 6" X6") SPLIT FACE NATURAL GRAYLW. GENERAL NOTES 3 REMOVE EXISTING WALL FINISHES . 6 DEMO EXTERIOR STOREFRONT AND ENTRANCE/EXIT DOOR 2 3 2 10 ' - 1 " 9' - 4" 6 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 3 1 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t D201 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA DEMO EXTERIORELEVATIONS Scale: 3/16" = 1'-0" 3DEMO EXTERIOR ELEVATION C Scale: 3/16" = 1'-0" 4DEMO EXTERIOR ELEVATION A Scale: 3/16" = 1'-0" 1DEMO EXTERIOR ELEVATION D Scale: 3/16" = 1'-0" 5DEMO EXTERIOR ELEVATION B Revision Schedule Rev Date By Description 05/08/2024 14 Engineering, Inc. Civil Engineering/Land Surveying/Land Planning BENCHMARK: BASIS OF BEARINGS SURVEY BY: TITLE SHEET 1 SHEET INDEX CITY OF ARCADIA PRECISE GRADING PLAN LOT 125 TRACT NO. 2731 M.B. 33/29 747 W. DUARTE ROAD LEGEND AND ABBREVIATIONS LEGAL DESCRIPTION TAX PARCEL NO. PROJECT TEAM EARTHWORK ESTIMATE WATER GENERAL NOTES GRADING NOTES GENERAL NOTES ’ ’ SITE PERVIOUS AND IMPERVIOUS AREA LID INFORMATION CONTRACTOR GENERAL NOTES GEO-TECHNICAL/GEOLOGIST REVIEW CAUTION- NOTICE TO CONTRACTOR: 811 1-800-422-4133 Exp. CIVIL 2024-02-01 2/1/2024 06/30/25 N/A- no required site special inspections WM EXISTING BLDG. TO REMAIN (490.28)FF DU A R T E R O A D SITE DEMOLITION NOTES: WM DUARTE ROAD 14 Engineering, Inc. Civil Engineering/Land Surveying/Land Planning BENCHMARK: BASIS OF BEARINGS SURVEY BY: DEMOLITION PLAN 2 DM-A - DUARTE ROAD FRONTAGE SE E D E T A I L D M - A B E L O W F O R W O R K I N R / W Exp. CIVIL 2024-02-01 NYLO P L A S T NYLO P L A S T NYLOP L A S T NYLOPLAST NYLOPLAST NYLO P L A S T EXISTING BLDG. (490.28)FF DU AR TE ROAD SITE NOTES: PAVEMENT NOTES: 14SITE & PAVING PLAN 3 Exp. CIVIL 2024-03-22 NYLOP L A S T NYLOP L A S T NYLOP L A S T NYLOPLAST NYLOPLAST NYLOP L A S T EXISTING BLDG. (490.28)FF DUARTE ROAD PRECISE GRADING NOTES: 14PRECISE GRADING PLAN 4 SE E S H E E T 5 F O R W O R K I N R / W Exp. CIVIL 2024-03-22 WM WM DUARTE ROAD STREET IMPROVEMENT NOTES: 14 Engineering, Inc. Civil Engineering/Land Surveying/Land Planning BENCHMARK: BASIS OF BEARINGS SURVEY BY: STREET IMPROVEMENT PLAN 5 Exp. CIVIL 2024-02-01 PRECISE GRADING NOTES: STREET IMPROVEMENT NOTES: 14CROSS SECTIONS & DETAILS 6 Exp. CIVIL 2024-03-22 NYLOP L A S T NYLOP L A S T NYLOP L A S T NYLOPLAST NYLOPLAST NYLOP L A S T EXISTING BLDG. (490.28)FF STORM DRAIN NOTES: 14STORM DRAIN PLAN 7 Exp. CIVIL 2024-03-22 NYLOP L A S T NYLOP L A S T NYLOP L A S T NYLOPLAST NYLOPLAST NYLOP L A S T DUARTE ROAD EXISTING BLDG. (490.28)FF POTABLE WATER NOTES: FIRE WATER NOTES: SANITARY SEWER NOTES: DUARTE ROAD 14UTILITY PLAN 8 SE E D E T A I L U T - A B E L O W F O R W O R K I N R / W Exp. CIVIL 2024-03-22 NYLOP L A S T NYLOP L A S T NYLOP L A S T NYLOPLAST NYLOPLAST NYLOP L A S T EXISTING BLDG. (490.28)FF EROSION CONTROL NOTES: 14EROSION CONTROL PLAN 9 A A PLAN SECTION B - B SECTION A - A B B Exp. CIVIL 2024-03-22 14DETAILS10 SYMBOL OF ACCESSIBILITY CARPOOL CLEAN AIR/EV SIGNAGE BOLLARD MOUNT Exp. CIVIL 2024-02-01 14DETAILS11 WWW. .COM UNAUTHORIZED PARKING FIRE LANE Exp. CIVIL 2024-02-01 14 Engineering, Inc. Civil Engineering/Land Surveying/Land Planning BENCHMARK: BASIS OF BEARINGS SURVEY BY: DETAILS 12 · · · H 4 NPDES STENCIL REV D7001-110-182DWG NO.1 OF 1SHEET1:12SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN STRUCTURE WITH CONCRETE IN SUMP TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 2-14-06 EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.3-6-10 EBC ® ©2010 NYLOPLAST DATE CONCRETE POURED INTO BOTTOM OF STRUCTURE, UP TO INVERT ELEVATION TO ELIMINATE SUMP. HI-FLOW BY-PASS AS OCCURS NOTED ON PLANS. 11 4 CURB INLET INSTALLATION REV D7002-110-042DWG NO.1 OF 1SHEET1:16SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DUCTILE IRON 2 FT X 2 FT CURB INLET STANDARD GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-28-06DATE EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.09-05-13 CCA NYLOPLASTDO NOT POLLUTE DRAINS TOWATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON 20.88 TOP OF BASE PLATE TO TOP OF DRAIN BASIN 12BASEG: 2.82 15BASEG: 2.82 18BASEG: 2.82 24BASEG: 2.82 30BASEG: .38 18.50 24.25 27.25 24.2527.25 6.87 8.73 HIGHEST HOOD SETTING 4.73 LOWEST HOOD SETTING 5.75 DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON 22.88 16.88 22 X SLOT Ø 1.00 THRU 2' X 2' CURB INLET STANDARD GRATE 3099CGSQ 2' X 2' CURB INLET FRAME & HOOD 3099CGSQFH *WEIGHT DOES NOT INCLUDE DUCTILE IRON BASE PLATE 12BASEG: APPROX. 109.00 LBS 15BASEG: APPROX. 98.00 LBS 18BASEG: APPROX. 85.00 LBS 24BASEG: APPROX. 93.00 LBS 30BASEG: APPROX. 82.00 LBS 3099CGSQ & 3099CGSQFH APPROX. GRATE DRAIN AREA = 146.18 SQ IN *APPROX. WEIGHT WITH FRAME & HOOD = 287.00 LBS DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7002-110-053 SLOPE OF GRATE SURFACE IS 5.2% CURB INLET FRAME INSIDE VOLUME IS APPROX 1.76 CU FT APPROX. DRAIN AREA OF GRATE & HOOD LOWEST SETTING = 227.37 SQ IN LOWEST + 1" SETTING = 248.25 SQ IN LOWEST + 2" SETTING = 269.12 SQ IN LOWEST + 3" SETTING = 290.00 SQ IN HIGHEST SETTING = 310.87 SQ IN ADJUSTMENT SLOTS 2.50 2.50 ® ©2013 NYLOPLAST CATCH BASIN FRAME W/PRE-CAST MARKING GUTTER PAN ADJACENT TO BE MARKED WITH NPDES STENCIL SEE DETAIL HEREON NYLOPLAST 2 FT X 2FT CURB INLET STRUCTURE: 30 _ _ AGS _ _ X 1 - 12" - 30" FRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 4 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 5 - ALL CURB INLET GRATE OPTIONS (STANDARD & DIAGONAL) SHALL MEET H-20 LOAD RATING REV H7002-110-032DWG NO.1 OF 1SHEET1:50SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH 2 FT X 2 FT CURB INLET QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 01-23-06DATE EBCDRAWN BY 03-10-16 NMH (2) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 12" - 24", 10" MIN ON 30" BASED ON MANUFACTURING REQ.) 4" MIN ON 12" - 24" 6" MIN ON 30" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (2) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (1) INTEGRATED DUCTILE IRON BASE PLATE TO MATCH BASIN O.D. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) ASPHALT CONCRETE CURB & GUTTER (1) DUCTILE IRON FRAME, GRATE, & HOOD 12" - 30" (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ® ©2013 NYLOPLAST (4) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS I 4 FLEXSTORM PURE INLET FILTER · ·· · ·· · ·· · ·· · ·· · ·· · · · TOP OF GRATE (TG) · · · · · · NDS PART (OR APPROVED EQUAL) * PVC CONNECTION (PVC SDR-35) ** 4" & 6" ATRIUM GRATE STYLE 15 4 ATRIUM DRAIN Exp. CIVIL 2024-02-01 Exp. CIVIL 2024-02-01 Exp. CIVIL 2024-02-01 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 6 : 5 3 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t L001 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA LANDSCAPE PALLETTE PLANTING PALLETTE: EVERGREEN PERENNIAL PARRY'S AGAVE SIZE RANGE: 1 - 3' ht X 2 - 3' SPREAD WALL GERMANDER (TEUCRIUM CHAMADRYS) SIZE RANGE: 9 - 12"ht X 1 - 2' SPREAD FORTNIGHT LILY (DIETES IRIDIOIDES) SIZE RANGE: 2 - 4' ht X 3 - 6' SPREAD EVERGREEN TREE PYRUS KAWAKAMII (EVERGREEN PEAR) SIZE RANGE: 8 - 10'' ht X 8'- 10" SPREAD MUHLENBERGIA CAPILLARIS (MUHLY GRASS) SIZE RANGE: 1 - 3’ ht X 2 - 3' SPREAD CORAL ALOE SIZE RANGE: 18" ht X 2' SPREAD PERENNIAL SUCCLENT PERENNIAL BROADLEAF EVERGREEN Revision Schedule Rev Date By Description PLANT SCHEDULE HARDSCAPE SCHEDULE TILE (N) 4"X16" HERRINGBONE BURNISHED FINISH PLAZA STONE COLLECTION. MANUF: ORCO BLOCK. LEGEND (N) CONCRETE DRIVE THRU PER NEW WORK VISIBILITY TRIANGLE KEYNOTES 1 PROPERTY LINE 2 SIDEWALK TREES QTY COMMON NAME/ BOTANICAL NAME CONTAINER WUCOLS WALL GERMANDER(TEUCRIUM CHAMADRYS) 10 GAL LOW MUHLENBERGIA CAPILLARIS (MUHLY GRASS) 24" BOX LOW FORTNIGHT LILY(DIETES IRIDIOIDES)5 GAL PYRUS KAWAKAMII(EVERGREEN PEAR)25 SHRUBS QTY COMMON NAME/ BOTANICAL NAME CONTAINER WUCOLS 214 30 280 CORAL ALOE881 LOW 5 GAL LOW MODERATE 10 GAL PARRY'S AGAVE MODERATE142 LANDSCAPING CALCULATIONS 31,680 TOTAL SITE SQ FT 4,600 LANDSCAPED SQ FT (4,600 / 31,680) = 14.5 % TOTAL 10 GAL INTERIOR PLANTS QTY COMMON NAME/ BOTANICAL NAME CONTAINER WUCOLS 7 FORTNIGHT LILY(DIETES IRIDIOIDES)LOW- W DUARTE RD T LANDSCAPE PLAN NOTES 1. SHRUB LAYOUT AS SHOWN ON PLANS INDICATES "SHRUB MASSES" ANDINDIVIDUAL LOCATIONS. QUANTITIES ARE AS SHOWN ON PLAN ,ON-CENTER,SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ONSPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THEOWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITECONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BETRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECTTO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONSWHICH PREVENT INSTALLATION PER PLANS ANDSPECIFICATIONS. 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATIONEQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN ANDSPECIFICATIONS. 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATIONSCHEDULE. 5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TOINSTALLATION OF PLANT MATERIAL. 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUTNOT BEFORE IRRIGATION COVERAGE TEST NO.1 HAS BEEN APPROVED. (SEESPECIFICATIONS). 7. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERCEDE THE SOILPREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THECONTRACTOR SHALL SUBMIT A COPT OF ALL SOILS REPORTS TO THE LANDSCAPEARCHITECT PRIOR TO THE MODIFICATION OF THESE SPECIFICATIONS. 8. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OFANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDINGREPAIRING ANY IRRIGATION LINES/ SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR.REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK ORPLANTS, UNLESS THERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 9. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF, INSTALLCONCRETE MOWSTRIP OR HEADBOARD AS INDICATED ON DRAWINGS. 10. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISEAPPROVED BY THE OWNER'S REPRESENTATIVE. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES ANDFLOW LINES AS SHOWN ON THE GRADING PLAN. 12. ALL TREES LOCATED WITHIN 6' FROM ANY HARDSCAPE TO RECEIVE DEEPROOTBARRIERS. EXTEND BARRIERS 5' EACH DIRECTION FROM CENTER OF TRUNK PERDETAIL B, SHEET L-0005. 13. CONTRACTOR TO EXPOSE ALL STREET TREE PITS PRIOR TO CONCRETE WORKOR PLANTING, IN ORDER TO EXPOSE POTENTIAL CONFLICTS W/ ANY EXISTINGUTILITIES. IF PITS ARE GOING TO STAY EXPOSED OVER NIGHT, THEY MUST BECOVERED WITH PLYWOOD AND TAPED-OFF WITH A HIGH VISIBILITY TAPE. 14. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECTPRIOR TO PLANTING FOR SIZE, COLOR AND HEALTH. 15. QUANTITIES ARE GIVEN FOR ESTIMATING PURPOSES ONLY. CONTRACTOR WILLBE RESPONSIBLE FOR INSTALLING MATERIAL IN ALL AREAS AS DESIGNATED ONPLAN AT THE ON-CENTER SPACING NOTED IN THE LEGEND. 16. PROVIDE 3" LAYER OF MULCH (MIN.) IN SHRUB BEDS AND UNPLANTED AREAS; 2"LAYER OF MULCH IN GROUNDCOVER AREAS; 3" LAYER OFSHREDDED, STABILIZING MULCH FOR SLOPES. -NEW LANDSCAPE INFILL AREAS, PRESERVE EXISTING TREES, SHRUBS AND BUSHES AS INDICATED ON L101. -EXISTING IRRIGATION INFRASTRUCTURE TO REMAIN. -EXTEND (E) IRRIGATION TO COVER NEW PROPOSED PLANTS. -NEW LANDSCAPE IS 14.5% OF SITE. SCOPE OF WORK C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 7 : 5 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t L101 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA LANDSCAPE PLAN N Scale: 1/16" = 1'-0" 1LANDSCAPE PLAN 0 2'4'6' Scale: 3/8" = 1'-0" Revision Schedule Rev Date By Description 15 ' - 0 " STARBUCKS r 20' - 0 " r 1' - 9 " r 2' - 1 1 " 2' - 5 1 / 2 " 16 ' - 0 " 7' - 4 3 / 4 " 21 5 ' - 8 3 / 4 " 19 ' - 1 1 / 4 " 19 ' - 3 " 7' - 0 " 20 ' - 0 " 63 ' - 6 " 4' - 2 " 63 ' - 8 1 / 4 " 3' - 6 " 16 ' - 4 " 17 ' - 3 " 7' - 1 1 " 6' - 3" 3' - 2" 26' - 9"90' - 9 3/4"21' - 0 3/4" 3' - 2 " 15 6 ' - 1 1 1 / 4 " 61 ' - 8 1 / 2 " 6' - 0 " 21' - 10 1/2" r 2' - 1 1 " 4' - 3" 3 3/4" 6' - 3" r 4' - 6 " 22 7 ' - 9 1 / 2 " W DUARTE RD 3' - 1 " T r 2 0 ' - 0 " 31' - 1"18' - 0"25' - 0"18' - 0" DRIVE-WAY 25' - 0" 19' - 0" 65' - 4 1/2" r 4' - 6" 16' - 10"46' - 7 3/4"6' - 0"19' - 5" 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 21 ' - 8 " 9' - 0 " 21 ' - 8 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 5' - 6 " 11 ' - 6 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 5' - 6 " 12 ' - 0 " 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"6' - 4 3/4" 18' - 0"9' - 0"9' - 0"9' - 0" LANDSCAPE PLAN NOTES 1. SHRUB LAYOUT AS SHOWN ON PLANS INDICATES "SHRUB MASSES" ANDINDIVIDUAL LOCATIONS. QUANTITIES ARE AS SHOWN ON PLAN ,ON-CENTER,SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ONSPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THEOWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITECONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BETRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECTTO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONSWHICH PREVENT INSTALLATION PER PLANS ANDSPECIFICATIONS. 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATIONEQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN ANDSPECIFICATIONS. 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATIONSCHEDULE. 5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TOINSTALLATION OF PLANT MATERIAL. 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUTNOT BEFORE IRRIGATION COVERAGE TEST NO.1 HAS BEEN APPROVED. (SEESPECIFICATIONS). 7. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERCEDE THE SOILPREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THECONTRACTOR SHALL SUBMIT A COPT OF ALL SOILS REPORTS TO THE LANDSCAPEARCHITECT PRIOR TO THE MODIFICATION OF THESE SPECIFICATIONS. 8. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OFANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDINGREPAIRING ANY IRRIGATION LINES/ SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR.REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK ORPLANTS, UNLESS THERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 9. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF, INSTALLCONCRETE MOWSTRIP OR HEADBOARD AS INDICATED ON DRAWINGS. 10. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISEAPPROVED BY THE OWNER'S REPRESENTATIVE. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES ANDFLOW LINES AS SHOWN ON THE GRADING PLAN. 12. ALL TREES LOCATED WITHIN 6' FROM ANY HARDSCAPE TO RECEIVE DEEPROOTBARRIERS. EXTEND BARRIERS 5' EACH DIRECTION FROM CENTER OF TRUNK PERDETAIL B, SHEET L-0005. 13. CONTRACTOR TO EXPOSE ALL STREET TREE PITS PRIOR TO CONCRETE WORKOR PLANTING, IN ORDER TO EXPOSE POTENTIAL CONFLICTS W/ ANY EXISTINGUTILITIES. IF PITS ARE GOING TO STAY EXPOSED OVER NIGHT, THEY MUST BECOVERED WITH PLYWOOD AND TAPED-OFF WITH A HIGH VISIBILITY TAPE. 14. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECTPRIOR TO PLANTING FOR SIZE, COLOR AND HEALTH. 15. QUANTITIES ARE GIVEN FOR ESTIMATING PURPOSES ONLY. CONTRACTOR WILLBE RESPONSIBLE FOR INSTALLING MATERIAL IN ALL AREAS AS DESIGNATED ONPLAN AT THE ON-CENTER SPACING NOTED IN THE LEGEND. 16. PROVIDE 3" LAYER OF MULCH (MIN.) IN SHRUB BEDS AND UNPLANTED AREAS; 2"LAYER OF MULCH IN GROUNDCOVER AREAS; 3" LAYER OFSHREDDED, STABILIZING MULCH FOR SLOPES. -NEW LANDSCAPE INFILL AREAS, PRESERVE EXISTING TREES, SHRUBS AND BUSHES AS INDICATED ON L101. -EXISTING IRRIGATION INFRASTRUCTURE TO REMAIN. -EXTEND (E) IRRIGATION TO COVER NEW PROPOSED PLANTS. SCOPE OF WORK C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 0 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t L102 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA LANDSCAPE DIMENSIONPLAN Scale: 1/16" = 1'-0" 1LANDSCAPE DIMENSION PLAN N 0 8'16'32' Scale: 1/16" = 1'-0" Revision Schedule Rev Date By Description PLANTING NOTES 1. EXISTING UTILITIES - INFORMATION ON THE DRAWINGS RELATING TO EXISTING UTILITY LINES AND SERVICES ARE FROM BEST SOURCES AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY FOR INFORMATION AND IS NOT GUARANTEED. THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES. 2. UTILITY REQUIREMENTS - THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48HOURS IN ADVANCE TO EXCAVATING AROUND ANY OF THEIR STRUCTURES: GAS COMPANY, TELEPHONE COMPANY, ELECTRICAL POWER COMPANY, CABLE TELEVISION COMPANY, AND WATER SUPPLY COMPANY. THE CALIFORNIA PUBLIC UTILITIES COMMISSION MANDATES THAT, IN THE INTEREST OF PUBLIC SAFETY, MAINLINE GAS VALVES BE MAINTAINED IN A MANNER TO BE READILY ACCESSIBLE AND IN GOOD OPERATING CONDITION. THE CONTRACTOR SHALL NOTIFY THE GAS COMPANY'S HEAD-QUARTERS PLANNING OFFICE AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 4. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH PLANTING AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THATMIGHT NOT HAVE BEEN KNOWN DURING THE DESIGN. SUCH OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN KNOWN DURING THE DESIGN.SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 6. SOIL TESTING SHALL OCCUR AFTER ALL SOIL HAS BEEN IMPORTED, BUT PRIOR TO SOIL PREPARATION.CONTRACTOR SHALL HAVE SOILS TESTED BY A QUALIFIED AGRONOMY LABORATORY. MATERIALS AND MIXING OF SOIL AMENDMENTS, FERTILIZERS, AND BACKFILL FOR PLANTING PITS SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE SOILS AGRONOMY REPORT. THE SOIL ANALYSIS IS TO INCLUDE ATMINIMUM: -SOIL TEXTURE;-INFILTRATION RATE DETERMINED BY LABORATORY TEST OR SOIL TEXTURE INFILTRATION RATE TABLE;-PH;-TOTAL SOLUBLE SALTS;-SODIUM;-PERCENT ORGANIC MATTER; AND-RECOMMENDATIONS ALL SOIL TESTING AND RETESTING COSTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. RETESTING WILL BE REQUIRED IF ANY OF THE ABOVE MENTIONED ITEMS ARE NOT PROVIDED IN THE SOIL TESTING REPORT. A COPY OF THE REPORT SHALL BE SENT TO THE LANDSCAPE ARCHITECT ALONG WITH COPIES OF RECEIPTS AND DELIVERY SLIPS FOR RECOMMENDED AMENDMENTS. SOIL ANALYSIS REPORT AND VERIFYING IMPLEMENTATION OF SOIL REPORT RECOMMENDATIONS ARE NEEDED FOR CERTIFICATE OF COMPLETION. 7. AFTER AMENDING THE SOIL, BUT PRIOR TO PLANTING, CONTRACTOR SHALL PERFORM A PERCOLATION TEST. CONTRACTOR TO DIG FOUR (4) LOCATIONS MINIMUM WITHIN THE JOB SITE WHERE TREES ARE TO BE PLANTED. THE TEST PITS SHALL BE IN ACTUAL LOCATIONS OF TREES SHOWN ON PLANS. PITS ARE TO BEMONITORED FOR 24 HOURS. FILL PITS WITH WATER AND ALLOW TO DRAIN. IMMEDIATELY REFILL WITH WATER. IF THE RE-FILLED WATER DRAINS WITHIN ONE (1) HOUR OR FASTER, TREES SHALL BE INSTALLED WITHOUT DRAIN SUMP. IF WATER DOES NOT DRAIN WITHIN ONE (1) HOUR, THE CONTRACTOR SHALL NOTIFYTHE LANDSCAPE ARCHITECT AND INSTALL THE DRAIN SUMP PER DETAILS. THE RESULTS OF THE TEST SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT AND THE CONSTRUCTION MANAGER 48 HOURS AFTER INITIATING. FAILURE TO CARRY OUT THIS TEST SHALL MAKE THE LANDSCAPE CONTRACTOR LIABLE FOR ANYAND ALL TREES THAT DIE DUE TO POOR WATER PERCOLATION BEYOND THE AGREED GUARANTEE PERIOD. 8. WEED AND EXISTING GRASS CONTROL - WEED AND GRASS TYPES SHOULD BE IDENTIFIEDBY AN APPROVED LICENSED PEST CONTROL ADVISOR TO ENSURE COMPATIBILITY WITH CHEMICALS ANDSEASON OF THE APPLICATION. DO NOT USE CHEMICAL/METHOD THAT WOULD ADVERSELY EFFECT NEWPLANTINGS.REMOVE EXISTING PERENNIAL WEEDS FROM THE SITE BY MOWING AND GRUBBING. FOLLOWING SOILPREPARATION AND INSTALLATION OF ALL SPECIMEN TREES. 9. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT, OWNER, OR OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION. 10. IN ALL CASES, "ROOT BOUND" PLANT MATERIAL WILL NOT BE ACCEPTED. 11. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL OF THE OWNER'SREPRESENTATIVE. 12. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, LANDSCAPE CONTRACTOR IS TO NOTIFY CONSTRUCTION MANAGER FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO CONSTRUCTION MANAGER WILL RESULT IN LANDSCAPE CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 13. ALL TREES IN PARKING ISLANDS AND PLANTERS LESS THAN 10' WIDE, SHALL HAVE ROOT BARRIERS BY DEEP ROOT CORPORATION OR CENTURY ROOT BARRIER CP SERIES. 14. ROOT BARRIERS SHALL BE INSTALLED PER DETAIL FOR ALL TREES LOCATED WITHIN 5'-0" IN ANY DIRECTION OF ADJACENT HARDSCAPE. ROOT BARRIER SHALL EXTEND LINEAR ALONG FACE OF ADJACENT HARDSCAPE FOR A DISTANCE OF 6'-0" ON EACH SIDE OF TREE TRUNK. DO NOT ENCIRCLE TREE. 15. SEE DETAILS FOR STAKING METHOD AND PLANT PIT DIMENSIONS. 16. GROUND COVERS SHALL BE TRIANGULARLY SPACED PER DETAIL. 17. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FURTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON-CENTER SPACING. 18. ALL PLANTING AREAS (EXCEPT LAWN AND HYDROSEED AREAS) ARE TO BE TOP DRESSED WITH A 4" (INCH) DEEP LAYER OF SHREDDED, COMPOSTED WOOD FIBER MULCH "FOREST FLOOR" (1/2" TO 1-1'2" PIECES) BY AGUINAGA FERTILIZER COMPANY (949) 786-9558 OR APPROVED EQUAL.EXCEPT AS NOTED ON PLAN. 19. ALL SLOPES GREATER THAN 3:1 IN SHRUB AREAS SHALL BE COVERED WITH JUTE MESH TO PREVENT EROSION DURING PLANT ESTABLISHMENT. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 0 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t L201 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA LANDSCAPE DETAILS Scale: 1" = 1'-0" 1ROOT BARIER Scale: 3/8" = 1'-0" 2SHRUB PLANTING Scale: 1" = 1'-0" 11GROUND COVER PLANTING NOT USED Revision Schedule Rev Date By Description C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 1 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t L202 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA LANDSCAPESPECIFICATION Revision Schedule Rev Date By Description C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 1 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t L202B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA LANDSCAPESPECIFICATIONS Revision Schedule Rev Date By Description PLANT SCHEDULE HARDSCAPE SCHEDULE TILE (N) 4"X16" HERRINGBONE BURNISHED FINISH PLAZA STONE COLLECTION. MANUF: ORCO BLOCK. LEGEND (N) CONCRETE DRIVE THRU PER NEW WORK VISIBILITY TRIANGLE KEYNOTES 1 PROPERTY LINE 2 SIDEWALK TREES QTY COMMON NAME/ BOTANICAL NAME CONTAINER WUCOLS WALL GERMANDER(TEUCRIUM CHAMADRYS) 10 GAL LOW MUHLENBERGIA CAPILLARIS (MUHLY GRASS) 24" BOX LOW FORTNIGHT LILY(DIETES IRIDIOIDES)5 GAL PYRUS KAWAKAMII(EVERGREEN PEAR)25 SHRUBS QTY COMMON NAME/ BOTANICAL NAME CONTAINER WUCOLS 214 30 280 CORAL ALOE881 LOW 5 GAL LOW MODERATE 10 GAL PARRY'S AGAVE MODERATE142 LANDSCAPING CALCULATIONS 31,680 TOTAL SITE SQ FT 4,600 LANDSCAPED SQ FT (4,600 / 31,680) = 14.5 % TOTAL 10 GAL INTERIOR PLANTS QTY COMMON NAME/ BOTANICAL NAME CONTAINER WUCOLS 7 FORTNIGHT LILY(DIETES IRIDIOIDES)LOW- W DUARTE RD T M BF M.V GV F.S GV ZONE 3 ZONE 1 ZONE 2 LANDSCAPE PLAN NOTES 1. SHRUB LAYOUT AS SHOWN ON PLANS INDICATES "SHRUB MASSES" ANDINDIVIDUAL LOCATIONS. QUANTITIES ARE AS SHOWN ON PLAN ,ON-CENTER,SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ONSPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THEOWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITECONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BETRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECTTO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONSWHICH PREVENT INSTALLATION PER PLANS ANDSPECIFICATIONS. 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATIONEQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN ANDSPECIFICATIONS. 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATIONSCHEDULE. 5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TOINSTALLATION OF PLANT MATERIAL. 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUTNOT BEFORE IRRIGATION COVERAGE TEST NO.1 HAS BEEN APPROVED. (SEESPECIFICATIONS). 7. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERCEDE THE SOILPREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THECONTRACTOR SHALL SUBMIT A COPT OF ALL SOILS REPORTS TO THE LANDSCAPEARCHITECT PRIOR TO THE MODIFICATION OF THESE SPECIFICATIONS. 8. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OFANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDINGREPAIRING ANY IRRIGATION LINES/ SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR.REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK ORPLANTS, UNLESS THERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 9. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF, INSTALLCONCRETE MOWSTRIP OR HEADBOARD AS INDICATED ON DRAWINGS. 10. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISEAPPROVED BY THE OWNER'S REPRESENTATIVE. 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES ANDFLOW LINES AS SHOWN ON THE GRADING PLAN. 12. ALL TREES LOCATED WITHIN 6' FROM ANY HARDSCAPE TO RECEIVE DEEPROOTBARRIERS. EXTEND BARRIERS 5' EACH DIRECTION FROM CENTER OF TRUNK PERDETAIL B, SHEET L-0005. 13. CONTRACTOR TO EXPOSE ALL STREET TREE PITS PRIOR TO CONCRETE WORKOR PLANTING, IN ORDER TO EXPOSE POTENTIAL CONFLICTS W/ ANY EXISTINGUTILITIES. IF PITS ARE GOING TO STAY EXPOSED OVER NIGHT, THEY MUST BECOVERED WITH PLYWOOD AND TAPED-OFF WITH A HIGH VISIBILITY TAPE. 14. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECTPRIOR TO PLANTING FOR SIZE, COLOR AND HEALTH. 15. QUANTITIES ARE GIVEN FOR ESTIMATING PURPOSES ONLY. CONTRACTOR WILLBE RESPONSIBLE FOR INSTALLING MATERIAL IN ALL AREAS AS DESIGNATED ONPLAN AT THE ON-CENTER SPACING NOTED IN THE LEGEND. 16. PROVIDE 3" LAYER OF MULCH (MIN.) IN SHRUB BEDS AND UNPLANTED AREAS; 2"LAYER OF MULCH IN GROUNDCOVER AREAS; 3" LAYER OFSHREDDED, STABILIZING MULCH FOR SLOPES. -NEW LANDSCAPE INFILL AREAS, PRESERVE EXISTING TREES, SHRUBS AND BUSHES AS INDICATED ON L101. -EXISTING IRRIGATION INFRASTRUCTURE TO REMAIN. -EXTEND (E) IRRIGATION TO COVER NEW PROPOSED PLANTS. -NEW LANDSCAPE IS 14.5% OF SITE. SCOPE OF WORK C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 1 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t L301 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA IRRIGATION PLAN N Scale: 1/16" = 1'-0" 1LANDSCAPE PLAN Copy 1 0 2'4'6' Scale: 3/8" = 1'-0" Revision Schedule Rev Date By Description 2 01-25-24 RA LANDSCAPE COMMENTS WUCOLS LEGEND MEDIUM WATER USE PLANTS SYMBOL MANUFACTURER/MODEL/DESCRIPTION NETAFIM LVCZ10075-HFHPDRIP CONTROL VALVE KIT. 1" VALVE WITH DISC FILTER SYSTEM.PRESSURE REGULATION: 40PSI. 150 MESHSTAINLESS STEEL SCREEN. AREA TO RECEIVE DRIPLINENETAFIM 08WRAM-09-18 BIOLINE PRESSURE COMPENSATINGLANDSCAPE DRIPLINE W/PURPLE COLOR. 0.9GPH EMITTERS AT 18" O.C. DRIPLINE ATERALSSPACED AT 18" APART, WITH EMITTERS OFFSET.FOR TRIANGULAR PATTERN. BURY TUBING 2"BELOW GRADE. RAIN BIRD PESP-PRS-D 1 1/2''PLASTIC INDUSTRAL VALVE WITH PRESSURE REGULATING MODULE Zurn 975XL 1-1/2" 1Reduced Pressure Backflow device (E) WATER METER CONNECT TO THE EXISTING IRRIGATION WATER SOURCETYPE: DOMESTIC WATER IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE OR WIRE. PIPE SLEEVE SIZE SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE. EXTEND SLEEVES 12 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. M BF MV IRRIGATION SCHEDULE TOTAL (N) LANDCAPE AREA (LA): 4787 SQ.FT.REFERENCE EVAPOTRANSPIRATION (ETo): 46.6EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF): 0.45 MAXIMUM ANNUAL WATER ALLOWANCE (MAWA):(ETo)(0.62) [(ETAF x LA) + ((1-ETAF) x SLA)](46.6)(0.62) [(0.65 x 4,787)+(0.55*0)] = 89,899Gal/Yr. ESTIMATED ANNUAL WATER USE (EAWU): LOW WATER USE PLANTS AREA (HA1) : 0 SQ.FT.MEDIUM WATER USE PLANTS AREA (HA2): 4,787 SQ.FT. LOW WATER USE PLANT FACTOR (PF1): 0.2MEDIUM WATER USE PLANT FACTOR (PF2): 0.5 WATER IRRIGATION EFFICIENCY (IE): 0.85METHOD OF IRRIGATION: DRIP EAWU1 = (ETo)(0.62) [((PF x HA)/IE) + SLA](46.6)(0.62) [(0.2 X 0) / 0.85) + 0] = 0 Gal/Yr.EAWU2 = (ETo)(0.62) [((PF x HA)/IE) + SLA](46.6)(0.62) [(0.5 X 4,787) / 0.85) + 0] = 81,356 Gal/Yr. EAWU1 + EAWU2 = 81,356 Gal/Yr. ESTIMATED TOTAL WATER USE:(ETWU) > EAWU1 + EAWU289,899 Gal/Yr. > 81,356 Gal/Yr. LOW WATER USE PLANTS FLOW SENSOR GATE VALVE KEYNOTES 1 GC TO FACILITATE THE APPROPRIATE IRRIGATION OF TREES PERMWELO REQUIRMENTS. 2 MANUAL SHUT-OFF VALVES (SUCH AS A GATE VALVE, BALL VALVE,OR BUTTERFLY VALVE) SHALL BE REQUIRED, AS CLOSE ASPOSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY,TO MINIMIZE WATER LOSS IN CASE OF AN EMERGENCY (SUCH AS AMAIN LINE BREAK) OR ROUTINE REPAIR 3 FLOW SENSORS THAT DETECT HIGH FLOW CONDITIONS CREATEDBY SYSTEM DAMAGE OR MALFUNCTION ARE REQUIRED FOR ALL ONNON-RESIDENTIAL LANDSCAPES. 4 FLOW RATE FOR EACH VALVE = 7.43 GPM CALCULATIONS F.S NETAFIM LVCZ-150HP DRIP CONTROL VALVE KIT. 1 1/2" VALVE WITH DISC FILTER SYSTEM.PRESSURE REGULATION: 40PSI. 150 MESHSTAINLESS STEEL SCREEN. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 2N D C I T Y S U B M I T T A L 0 1 - 2 9 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 1 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t L302 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA IRRIGATION PLAN 3 3 1.5''HUNTER PCZ-101-40 35 3.5 34.5 16 0.97 2 2 1.5"HUNTER PCZ-101-40 35 3.6 34 16 0.97 1 1 1.5''HUNTER PCZ-101-40 35 5.8 35.8 17 0.97 ZONE NUMBER VALVE NUMBER VALVE SIZE (INCH)VALVE MODEL DESIGN PRESSURE (PSI) FRICTION LOSSES (PSI) TOTAL LOSSES FLOW (GPM)APPLICATION RATE (INCHES PER HOUR) RESIDUAL PRESSURE AVAILABLE 6 LOSS FOR BACK-FLOW (PSI)15 LOSS FOR WATER METER (PSI 1.4 LOSS FOR MASTER VALVE (PSI)0.7 LOSS FOR MAIN LINE (PSI)1 FRICTION LOSS THROUGH VALVE (PSI)9.6FITTING LOSSES (PSI)0.5PRESSURE AT CRITCAL STATION (PSI)35.8 PRESSURE AVAILABLE (PSI)70 STATIC PRESSURE (POC) (PSI)70 PRESSURE CALCULATION Revision Schedule Rev Date By Description 2 01-25-24 RA LANDSCAPE COMMENTS BACKFLOW PREVENTER ASSEMBLY DETAIL GALV. UNION FINISH GRADE REDUCE PRESSUREBACKFLOW PREVENTER WITHFULL PORT BALL VALVES. GALV. ELBOW GALV. NIPPLE 12 " 1 CU. FT. CONCRETETHRUST BLOCK ELBOW GALV. NIPPLE 12" MIN. GALV.ELBOW FINISH GRADE PEA GRAVEL NOTE:ALL NIPPLES SMALLER THAN 4"IN LENGTH TO BE BRASS. GALV.NIPPLE X X X X X X X X X X LEGEND:1. PLASTIC VALVE BOX TO PROVIDE ACCESS.2. 3M DBR/Y-6 SPLICE KIT OR EQUIVALENT DIRECT BURIAL SPLICE KIT3. DIRECT BURIAL 1 PAIR, TWISTED SHIELDED CABLE. RECOMMENDED MINIMUM CONDUCTER SIZE 18 AWG. RATEDFOR DISTANCES UP TO 2,000 FT (610 M). ENSURE A SERVICE LOOP (EXTRA WIRE LENGTH) IS PROVIDED AT THEFLOW SENSOR IN CASE MAINTENANCE IS NEEDED4. QS200 - 30 ULTRASONIC FLOW SENSOR5. TEE COMPATIBLE WITH QS200.6. QUICK RELEASE PIN7. GRAVEL - GRAVEL SHALL BE PLACED AT BOTTOM OF QS200 TEE AND SHALL BE A MINIMUM OF 10-INCH THICK(10-INCH DEEP) DOWNSTREAM UPSTREAM SECTIONINSTALLATION SECTION A-A INSTALL AT 60 - 90°ANGLE IF POSSIBLE 1 3 2 5XS MEANS 5 TIMES PIPE ’S INNERDIAMETER AND 10XS MEANS 10TIMES PIPE’S INNER DIAMETER 5XS 10XS 6 4 5 A A 7 BURIED CABLEENROUTE TOIRRIGATIONCONTROLLER FLOW SENSOR DETAIL 3" 12"18" 2" A1 1 2 3 4 5 7 5 8 9 10 7 5 6 57 7 5 6 5 7 4 4 10 6 10 11 6 6 6 3 1 2 3 4 5 6 7 8 9 10 11 10 7 MASTER VALVE DETAIL FINISHED GRADE. VALVE BOX. REMOTE CONTROL ZONE VALVE. TEE FITTING. ELBOW 90°. NIPPLE PVC SCH 80 BLANK BOTHENDS. MALE - ACME ADAPTER . IRRIGATION PVC MAINLINE PIPE. IRRIGATION PVC SPRINKLER LINEPIPE. ELBOW 45°. NIPPLE, (2) TWO REQUIRED, THREADONE END. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 2N D C I T Y S U B M I T T A L 0 1 - 2 9 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 2 3 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t L303 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA IRRIGATION DETAILS Scale: 1" = 1'-0" 04DRIP FLUSH VALVE Scale: 1/2" = 1'-0" 14DRIP VALVE ASSEMBLY Scale: 1 1/2" = 1'-0" 10DRIPLINE AROUND TREE Scale: 1 1/2" = 1'-0" 01NETAFEM DRIPLINE LAYOUT Scale: 1 1/2" = 1'-0" 02PIPE AND WIRE TRENCH Scale: 6" = 1'-0" 08IRRIGATION DETAILS Revision Schedule Rev Date By Description 2 01-25-24 RA LANDSCAPE COMMENTS A.REFER TO EXTERIOR ELEVATIONS ON SHEET A201 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITY REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICALDRAWINGS FOR ADDITIONAL REQUIREMENTS. D. PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW STANDING PAD. E. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. F.GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. G.PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT TRANSITION FROM SIDEWALK TO DRIVE AISLE. H.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS. I.REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK. J.SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES. K.SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS. KEYNOTES GENERAL NOTES 1 (E) CONCRETE CURB TO REMAIN 7 (N) ACCESSIBLE PATH OF TRAVEL FROM PARKING STALLS 6 (N) ACCESSIBLE PARKING 3 (E) PARKING STALL, TYP. TO REMAIN 8 (N) ACCESSIBLE STRIPING 10 (N) CURB CUT. 11 (N) DETECTABLE WARNING, SEE 12/G011 12 (E) BUILDING TO REMAIN N.I.C- ZONE C-G 2 (E) LANDSCAPE AREA TO REMAIN. 14 (E) REMODELED BUILDING. 15 (N) TRASH ENCLOSURE 18 (N) WHEEL STOPS. 19 (N) BIKE RACKS (#10042). 20 (N) CONCRETE DT LANE OF CAPACITY 19 CARS 32 VISIBILITY TRIANGLE 22 DT DIRECTIONAL ARROW SIGN (#23085). 23 DT DIRECTIONAL EXIT/THANK YOU SIGN (#23075). 24 CLEARANCE BAR. 25 WAYFINDING PAVEMENT GRAPHICS - ENTRY/EXIT ARROW (#23117) 27 DIGITAL ORDER SCREEN W/CANOPY 29 DT PRE-MENU 30 NON-ILLUMINATED BOLLARD. 9 (N) MOP (MOBILE ORDER PAY) DEDICATED PARKING STALL - PAINTED TEXT 28 5-PANEL MENU BOARD. 26 ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, EXISTING AND PROPOSED,ARE SHOWN ON THIS SITE PLAN 13 (E) BUILDING TO REMAIN N.I.C - ZONE R-3, SATISFIES THE SETBACK RESTRICTIONPER CODE. 5 (N) PARKING STALL, TYP. 4 (N) LANDSCAPE AREA 31 (N) OUTDOOR SEATING AREA 21 (N) 4"X16" HERRINGBONE BURNISHED FINISH PLAZA STONE COLLECTION(X1564)MANUF: ORCO BLOCK 1833 SQ FT. 16 WAYFINDING PAVEMENT GRAPHICS - DO NO ENTER STENCIL (#23115) 17 WAYFINDING PAVEMENT GRAPHICS - ENTRANCE STENCIL (#23113) 33 MONUMENT SIGN 34 (N) EV PARKING STALLS 35 (N) EV CHARGING STATION 36 LONGTERM BIKE STORAGE 37 EXTERIOR LIGHT POLE 38 72x96 PROPOSED TRANSFORMER 39 CONCRETE PAD BELOW TRASH ENCLOSURE LANDSCAPE AREA LEGEND EXISTING 6" (150MM) CONCRETE CURB NEW CONCRETE DRIVE THRU LANE CONCRETE DRIVE THRU LANE ACCCESSIBLE PATH OF TRAVEL SCOPE OF WORK NIC NEW 6" (150MM) CONCRETE CURB ACCCESSIBLE PATH OF TRASH N.I.CZONE TYPE: C-G N.I.CZONE TYPE: C-G N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.CZONE TYPE: R-3 APN: 5783-008-030 APN: 5783-008-031 APN: 5783-008-029 LOT LINE OF APN: 5783-008-030 3 3 2 2 2 2 2 2 2 2 4 4 8 12 12 13 13 13 13 13 14 32 22 22 23 24 29 27 28 25 25 31 8 2 2 7 7 17 21 5 2525 34 18 W DUARTE RD W DUARTE RD W DUARTE RD (1) (2) (3) (4) (5) (6) (7) (8) (12)(13)(14)(15)(16) (18) (19) STARBUCKS r 20' - 0 " r 20 ' - 0 " 15 ' - 0 " (9) 31 1 4 4 4 16 17 33 26 20 30 26 (10) (11) (17) DRIVE ENTRANCE 25' - 0" 9 6 11 10 5 30 37 3' - 1 " 4' - 9" 36 T 38 18' - 0"25' - 0"4' - 7" 18' - 0" 1011 7 4 19 18 4 4 435 6' - 0 " 12 ' - 6 " 19' - 0" 35 15 2525 6 34 6 34 65' - 6 3/4" 6 20 ' - 0 " 5 18 16 37 37 37 37 37 37 37 37 30 39 7 7 G011 12 G0118 G0111 G011 11 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 3 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A001 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ARCHITECTURALOVERALL SITE PLANSITE WORK & SIGNAGE TO BE COMPLETED UNDER SEPARATE PERMIT.LL RESPONSIBILITY INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES.Scale: 1" = 20'-0" 01OVERALL SITE PLAN 0 Scale: 1:20 500 1000 N Revision Schedule Rev Date By Description 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 A.REFER TO EXTERIOR ELEVATIONS ON SHEET A201FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITY REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLEDETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICALDRAWINGS FOR ADDITIONAL REQUIREMENTS. D. PROVIDE 6" (150MM) THICK CONCRETEPAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW STANDING PAD. E. GENERAL CONTRACTOR TO APPLY CONCRETESEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. F.GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. G.PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT TRANSITION FROM SIDEWALK TO DRIVE AISLE. H.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS. I.REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK. J.SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES. K.SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS. KEYNOTES GENERAL NOTES LEGEND 1 (E) CONCRETE CURB TO REMAIN 7 (N) ACCESSIBLE PATH OF TRAVEL FROM PUBLIC RIGHT OF WAY 6 (N) ACCESSIBLE PARKING 8 (N) ACCESSIBLE STRIPING 10 (N) CURB CUT. 11 (N) DETECTABLE WARNING, SEE 12/G011 12 SLOPE 4.5% TO BACK OF WALK. 14 (N) STARBUCKS PROPOSED BUILDING. 15 (N) TRASH ENCLOSURE 18 (N) WHEEL STOPS. 19 (N) BIKE RACKS(#10042). 20 (N) CONCRETE DT LANE OF CAPACITY 19 CARS 21 VISIBILITY TRIANGLE 22 DT DIRECTIONAL ARROW SIGN. 23 DT DIRECTIONAL EXIT/THANK YOU SIGN. 24 CLEARANCE BAR. 25 WAYFINDING PAVEMENT GRAPHICS - ENTRY/EXIT ARROW (#23117) 30 DIGITAL ORDER SCREEN 29 DT PRE-MENU 16 (N) NON-ILLUMINATED BOLLARD. 9 (N) PARKING STALL DEDICATED FOR MOP (MOBILE ORDER PAY) PICK UP. 31 5-PANEL MENU BOARD. 13 (N) OUTDOOR SEATING AREA 5 (N) PARKING STALL, TYP. 4 (N) LANDSCAPE AREA EXISTING 6" (150MM) CONCRETE CURB NEW CONCRETE DRIVE THRU LANE SCOPE OF WORK NEW 6" (150MM) CONCRETE CURB NEW LANDSCAPE AREA NEW PAVER 17 (N) MONUMENT SIGN 2 EV PARKING STALL 3 DUAL EV CHARGING STATIONS PARKING CALCULATION EXISTING PARKING STALLS = 47 STALLS EXISTING SITE CONDITION NEW CONDITION REQUIRED PARKING STALLS PER CODE 1 SPACE PER 100 SF = 35 STALLS 1 SPACE PER 6 OUTDOOR SEATS = 2 STALLS TOTAL REQUIRED PARKING STALLS = 37 STALLS PROVIDED PARKING STALLS = 37 STALLS ALONG WITH 3 BIKE RACKS 26 WAYFINDING PAVEMENT GRAPHICS - DO NO ENTER STENCIL (#23115) 27 WAYFINDING PAVEMENT GRAPHICS - ENTRY STENCIL (#23113) 28 (N) 4"X16" HERRINGBONE BURNISHED FINISH PLAZA STONE COLLECTION(X1564)MANUF: ORCO BLOCK 32 EXTERNAL LIGHT POLES. 33 72x96 PROPOSED TRANSFORMER 34 LONGTERM BIKE STORAGE 35 NEW BREEZE BLOCKS FENCE. 36 NEW CONCRETE PAD BELOW TRASH ENCLOSURE 37 WHERE ELECTRIC VEHICLE CHARGING STATIONS (EVCS) ARE PROVIDED, THEYSHALL COMPLY WITH CBC 11B-812 AND TABLE 11B-228.3.2.1. PROVIDE ANDREFERENCE DETAILS. NOTE THAT BLUE STRIPING SHALL NOT BE USED PER11B-812.7.2. 2 4 4 4 4 8 11 11 14 20 20 17 22 27 23 24 16 25 29 30 31 25 25 25 2525 18 APN: 5783-008-030 7 7 8 5 18 13 28 PROPOSED STARBUCKS BUILDING 10 4 13 18 8 DRIVE-WAY 25' - 0" 1 20 20 21 16 16 3 26 A001B 13A001B 1 A001B 9 A001B6 A001B5 15 ' - 0 " W DUARTE RD 3 12 (1) (2) (3) (4) (5) (6) (7) (8) (12) (13)(14)(15)(16) (18) (19) (9) (10) (11) (17) 19 322828 28 3' - 1 " T 33 5 18 7 4' - 4 1/2"18' - 0"25' - 0" 18' - 0" 12 ' - 6 " 12' - 6" r 20 ' - 0 " 19' - 0" 15 35 3 6 2 6 2 5 18 9 9 9 6 6 2 34 S 10042 6' - 0 " 4 4 4 19 ' - 8 1 / 2 " 21 ' - 8 " 4 4 10 ' - 5 1 / 2 " 139' - 7 1/2" 22 8 ' - 6 1 / 2 " 4' - 2 " 22 32 32 32 32 32 32 32 32 32 32 S 21297 (3) 16 16 37 37 37 10' - 0" C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 5 1 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A001A 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ARCHITECTURAL SITEPLAN 0 8'16'32' Scale: 1/16" = 1'-0"Scale: 1/16" = 1'-0" 011ST FLOOR - ARCHITECTURAL SITE PLAN N Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 4 03-03-24 KA PLANNING COMMENTS 05/08/2024 A.REFER TO EXTERIOR ELEVATIONS ON SHEET A201FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITY REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLEDETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICALDRAWINGS FOR ADDITIONAL REQUIREMENTS. D. PROVIDE 6" (150MM) THICK CONCRETEPAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW STANDING PAD. E. GENERAL CONTRACTOR TO APPLY CONCRETESEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. F.GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. G.PROVIDE DETECTABLE WARNING (IF APPLICABLE PER LOCAL CODE) AT TRANSITION FROM SIDEWALK TO DRIVE AISLE. H.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS. I.REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL WORK. J.SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES. K.SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS. KEYNOTES GENERAL NOTES 1 (N) LANDSCAPE AREA. LANDSCAPE AREA LEGEND NEW 6" (150MM) CONCRETE CURB NEW CONCRETE WALKWAY CONCRETE DRIVE THRU LANE ACCCESSIBLE PATH OF TRAVEL SCOPE OF WORK NIC 4 (N) WHEEL STOPS. 6 (N) DT DIRECTIONAL ARROW SIGN. 7 (N) DT DIRECTIONAL EXIT/THANK YOU SIGN. 8 (N) CLEARANCE BAR. 9 (N) TRASH ENCLOSURE 13 (N) DIGITAL ORDER SCREEN 12 (N) DT PRE-MENU 14 (N) 5-PANEL MENU BOARD. 2 (N) OUTDOOR SEATING AREA 3 (N) MONUMENT SIGN 10 (N) WAYFINDING PAVEMENT GRAPHICS - DO NO ENTER STENCIL (#23115) 11 (N) WAYFINDING PAVEMENT GRAPHICS - ENTERY STENCIL (#23113) 15 (N) BOLLARDS. 5 (N) EXTERNAL LIGHT POLE. 16 (N) 4"X16" HERRINGBONE BURNISHED FINISH PLAZA STONE COLLECTION,MANUF: ORCO BLOCK 9' - 8 " 11 ' - 2 " 13 ' - 9 " 39 ' - 2 " 6 8 11 S 22544 S 23085 S 14103 15 6 5 7' - 9 " 6" 19' - 11 1/2" 2' - 5" 3' - 11" 9' - 11" 13' - 6" 4 S 23085 S 23113 9 4' - 5" 1 15 S 22542 S 14103 12 15 13 14 S 14103 S 22546 S 22540 5 5' - 1" 2' - 11" 44 8' - 0" 16' - 6" 6' - 7 " 8' - 5 " 1 7 10 S 23115 S 23075 5 14' - 2" 6' - 3 " L 22297 L 22302 F 23446 (8) (4) 1 22 3' - 2 3 / 4 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " (2) 16 9' - 8" F 20034 1 S 14319L22260 S 14319 L 22260 F 20034 F 20033 L 22260 L 22260 (2) S 14446 S 14446 L 22260 C X1122 C X0023 C X0022 L 22260CX1122 C X0024 (6) (6) (2) 11 ' - 3 " 1 3 S 23070 7' - 5" C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 8 : 5 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A001B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ENLARGED SITE PLAN 0 Scale: 1" = 10'-0 10 20 40 N SITE SCHEDULE - "Y" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS X8000 2 DRIVE THRU CHANNEL LETTERS - 8'' HEIGHT VD GC EXTERIOR MENU 22540 1 MENU BOARD - DT 5 PANEL SQUARE FRAMEFREESTANDING - 95X62IN 2415X1575MM - BLACKVD GC MANUF: SLOAN LED, MODEL: SBR5ELECSBUX 22542 1 MENU BOARD - DT PRE MENU SQUARE FRAMEFREESTANDING - 29X61IN 735X1550MM - BLACK VD MANUF: DSA 22546 1 MENU BOARD - DT DIGITAL ORDER SCREENWITH POST - BLACK VD GC MANUF: COATES OTHER 10042 3 BIKE RACK HOOP GC 10163 1 DT WINDOW SHELF - 56IN 1420MM - OBSIDIANPAPERSTONE VD GC MANUF: PANELTECH 14103 7 BOLLARD NONILLUMINATED SQUARE - FLATBLACK MT0028 VD GC MANUF: DSA, MODEL: CQSBEBOLLUL 22543 1 DT ORDER POINT CANOPY SQUARE FRAME -BLACK VD GC MANUF: DSA 23113 1 GROUND GRAPHICS DT ENTRY STENCIL VD GC REFERENCE PAINT 20511 FORSPECIFICATIONS 23115 1 GROUND GRAPHICS DO NOT ENTER STENCIL VD GC REFERENCE PAINT 20511 FORSPECIFICATIONS 23117 6 GROUND GRAPHICS ARROW STENCIL VD GC REFERENCE PAINT 20511 FORSPECIFICATIONS UMBRELLA 14319 2 UMBRELLA - CANTILEVERED - 8FT 243CM -GREEN CANVAS WITH STARBUCKS WORDMARKF0056 VD GC 14446 3 UMBRELLA - BASE HALF SIZE WITH PAVERS -SILVER MT0021 VD GC MANUF: TUCCI EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS SIGNAGE - DISK 13164 3 SIGN - DISK SF ILLUMINATED FLUSHMOUNTED EVOLVED - 60IN 1525MM VD GC MANUF: LUMIFICIENT SIGNAGE - DRIVE THRU 22544 1 SIGN - DT CLEARANCE BAR SQUAREFRAME FREESTANDING - BLACK ANDDARK GREEN VD GC MANUF: DSA PHOTOTECH 23070 1 SIGN - MONUMENT ILLUM DS VD GC 23075 1 SIGN - DIRECTIONAL EXIT ONLY ILLUMDS - NEW FOUNDATION - 36IN 915MM VD GC 23085 2 SIGN - DT DIRECTIONAL ARROWILLUM DS - NEW FOUNDATION - 36IN915MM VD GC SIGNAGE - OTHER 21297 3 SIGN - 5 MINUTE PARKING VD GC MANUF: TAG, POST, IF REQUIRED,PROVIDED BY OTHERS Scale: 1/8" = 1'-0" 13ENLARGED SITE PLAN - CALLOUT 1 Scale: 1/8" = 1'-0" 1ENLARGED SITE PLAN - CALLOUT 2 Scale: 1/8" = 1'-0" 9ENLARGED SITE PLAN - CALLOUT 3 Scale: 1/4" = 1'-0" 6ENLARGED SITE PLAN - CALLOUT 4 Scale: 1/8" = 1'-0" 5ENLARGED SITE PLAN CALLOUT 5 Revision Schedule Rev Date By Description 05/08/2024 N.I.C ZONE TYPE: C-G N.I.CZONE TYPE: C-G N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.CZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 APN: 5783-008-030 APN: 5783-008-031 APN: 5783-008-029 LOT LINE OF APN: 5783-008-030 W DUARTE RD W DUARTE RD W DUARTE RD STARBUCKS 15 ' - 0 " 3' - 1 " T 6' - 0 " - - r 28' - 1 1 1 / 2 " r 41 ' - 9 1 / 4 " D201 5 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 0 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A001C 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA RECYCLING TRUCKMANEUVERABILITY PLAN0 Scale: 1:20 500 1000 N Scale: 1" = 20'-0" 1RECYCLING TRUCK MANEUVERABILITY PLAN Revision Schedule Rev Date By Description 05/08/2024 N.I.CZONE TYPE: C-G N.I.CZONE TYPE: C-G N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 N.I.C ZONE TYPE: R-3 APN: 5783-008-030 APN: 5783-008-031 APN: 5783-008-029 LOT LINE OF APN: 5783-008-030 W DUARTE RD W DUARTE RD W DUARTE RD STARBUCKS 3' - 1 " T 6' - 0 " - - D201 5 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 1 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A001D 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA OVERALL SITE PLAN ONALTA SURVEY 0 Scale: 1" = 10'-0 10 20 40 N Scale: 1" = 20'-0" 1OVERALL SITE PLAN ON ALTA SURVEY Revision Schedule Rev Date By Description 05/08/2024 +/ - 2 " ( 5 0 m m ) 3' - 6 " ( 1 0 6 5 m m ) 14" (355mm) MAXIMUM 12" (300mm) MINIMUM------------------------- HO L D 3' - 0 " ( 9 1 5 m m ) A . F . F . SINGLE PANEL DRIVE-THRU WINDOW ASSEMBLY PER PLAN ATTACH SHELF TO BUILDING EXTERIOR FLUSH TO TOP OF ROUGH OPENING, CENTERED ON WINDOW EXISTING OR NEWEXTERIOR WALL SYSTEM AIR CURTAIN AND HEATERSIDE FILTERS (INCLUDED) DRIVE THRU WINDOW(TYPICAL BY LANDLORD) STAINLESS STEEL SHELF 1 3 / 4 " ( 4 5 m m ) (5 0 m m ) 2" ALIGN STAINLESS STEEL ANGLE TO CAP INTERIOR WALL. HEM BOTTOM EDGE STAINLESS STEEL SHELF 14 " ( 3 5 5 m m ) M A X I M U M 12 " ( 3 0 0 m m ) M I N I M U M -- - - - - - - - - - - - BOLLARD WINDOW PER PLAN CONCRETE INFILL FULL LENGTH OF DRIVE THRU LANE6" ( 1 5 0 m m ) (9 1 5 m m ) 3' - 0 " 4' - 1 1 1 / 2 " ( 1 5 1 0 m m ) (1 0 6 5 m m ) 3' - 6 " (1205mm) 3' - 11 1/2" EQ EQ CONCRETE CURB CE N T E R L I N E BOLLARD WINDOW PER PLAN INTERIOR FINISH GRADE EXTERIOR FINISH GRADE PLAN ELEVATION DETECTOR LOOP EDGE CENTERED ON SPEAKER POST 2" (50mm) BELOW FINAL GRADE IN CONDUIT OR SAWCUT. ROUTE (1) CONDUIT TO DRIVE THRU POS AND TERMINATE NEAR TIMER SIGNAL PROCESSOR (TSP). VERIFY NO METAL IN SLAB WITHIN 36" (915mm) OF LOOP. BU M P - O U T 2' - 1 0 " ( 8 6 5 m m ) 5" (130mm) FINISH GRADE CONCRETE FOOTING (4 0 M m m ) 1 1 / 2 " 8" X 4" X 0.1875" STEEL TUBEPOST WELDED TO BASE PLATE 3" 8" 3" 1' - 6" 7"4"7" 7" 7" 1' - 2 " THRU HOLE FOR MOUNTING(TYP.) 2 1/2" SQUARE X 1/4" PLATE WASHER (TYP. 1 OF 4)) 3/4" STEEL BASE PLATE FRONT EDGE FACING DRIVE THRU LANE 2"5"5"2"2"2" 5"2"4"2"5" ANCHOR BOLT (TYP 1 OF 4) SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER ALL ANCHORS TO BE PROVIDED BY G.C. CONDUIT STUB-UP 3" ABOVE FOOTING (4) ANCHORBOLTS BASE PLATEOUTLINE FRONT EDGE OF DRIVE LANE SIDE ROUTE CONDUIT PER ELECTRICAL SITE PLAN 11"8"11" 4" 4" 11 " 8" 11 " 1' - 3"1' - 3" 2' - 6" DIA. SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER SEE SEPARATE DETAIL FOR ANCHOR ROD PATTERN IN FOUNDATION ALTERNATE ADHESIVE POST-INSTALLED ANCHORS:HILTI 1/2" DIA. HVU ADHESIVE CAPSULES AT 8" EMBEDMENT WITH A36 HOT-DIPPED GALVANIZED THREADED STEEL RODS AND HARDWARE.(4) REQUIREDTACK NUT TO ROD 1/2" HEAVY HEX NUT WITH WASHER (4) 1/2" DIA. A36 THREADED HOT DIPPED GALVANIZED ANCHOR RODS WITH GALVANIZED HARDWARE (3) 1/2" HEAVY HEX NUTS & WASHER - GALVANIZED SEE GROUND FOOTINGDETAIL FOR ROD LENGTH SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. FRONT ELEVATION NON-STRUCTURALBASE COVER HOT DIPPED GALVANIZED LEVELING NUTS (4) REQUIRED STEEL MOUNTING BASE PLATE WELDED TO STEEL POST SIDE ELEVATION NATURAL GRADE OR ENGINEERED FILL (4) 1/2" DIA. X 14" LONG GALVANIZED ANCHOR BOLTS; 4" PROJECTION ABOVE FOOTING (3) #3 TIES WITHIN FIRST 5" THEN #3 TIES AT 12" O.C. (8) #6 VERTICAL BAR SPACED EVENLY AROUND PERIMETERDIA. 2' - 6" DIA. 2' - 6" GR E A T E R O F 5 ' - 0 " O R LO C A L F R O S T D E P T H 1 1 / 2 " 3" MIN. 3" M I N . 8" MIN.. CONDUIT 3' - 6 3 / 4 " 1' - 6 3 / 4 " 7' - 10 1/2"1' - 1 1/2" SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER TACK NUT TO ROD 1/2" HEAVY HEX NUT WITH WASHER (4) 1/2" DIA. X 9" LENGTH A36 THREADED HOT DIPPED GALVANIZED ANCHOR RODS WITH GALVANIZED HARDWARE (3) 1/2" - 13 HEAVY HEX NUTS & WASHER - GALVANIZED SEE GROUND FOOTINGDETAIL FOR ROD LENGTH CENTER ANCHOR ROD PATTERN IN FOUNDATION ALTERNATE ADHESIVE POST-INSTALLED ANCHORS:HILTI 1/2" DIA. HVU ADHESIVE CAPSULES AT 4" EMBEDMENT WITH A36 HOT-DIPPED GALVANIZED THREADED STEEL RODS AND HARDWARE. (4) REQUIRED 4 1/2"4"4"4 1/2" 1' - 5" 2" 4" 4" 2" 1' - 0 " FRONT EDGE FACING DRIVE THRU LANE 3/4" STEEL BASE PLATE THRU HOLE FOR MOUNTING (TYP.) 2 1/2" SQUAREX 1/4" PLATE WASHER (TYP. 1 OF 4) 6 1/2"4"6 1/2" ANCHOR BOLT (TYP 1 OF 4) 6" X 3" X 0.1875" STEEL POST WELDED TO BASE PLATE SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER 2' - 0" DIA. 8"8"8" 4"4" 8" 8" 8" ALL ANCHORS TO BE PROVIDED BY G.C. CONDUIT STUB-UP 3" ABOVE FOOTING ANCHOR BOLT (TYP. 1 OF 4) BASEOUTLINE DRIVE LANE FACE THIS SIDE ROUTE CONDUIT PER ELECTRICAL SITE PLAN 4" 4" 8 3/4" SIDE ELEVATION SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. FRONT ELEVATION DIA. 2' - 0" 2' - 5 1/8" DIA. 2' - 0" NON-STRUCTURALBASE COVER HOT DIPPED GALVANIZED LEVELING NUTS (4) REQUIRED STEEL MOUNTING BASE WELDED TO POST NATURAL GRADE OR ENGINEERED FILL (4) 1/2" DIA. X 9" LONG GALVANIZED ANCHOR BOLTS; 3 1/4" PROJECTION ABOVE FOOTING (3) #3 TIES WITHIN FIRST 5" THEN #3 TIES AT 12" O.C. (6) #5 VERTICAL BAR SPACED EVENLY AROUND PERIMETER 6" MIN. CONDUIT . 1 1 / 2 " GR E A T E R O F 3 ' - 9 " O R LO C A L F R O S T D E P T H 3" MIN. 3" M I N . 1' - 7 1 / 2 " 3' - 5 3 / 8 " 37° 3' - 0 3 / 4 " 4" C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 1 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A002 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ARCHITECTURAL SITEDETAILS SITE WORK & SIGNAGE TO BE COMPLETED UNDER SEPARATE PERMIT. LL RESPONSIBILITY INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES. Scale: 1/2" = 1'-0" 11DRIVE THRU WINDOW Scale: 1/2" = 1'-0" 13DRIVE THRU WINDOW Scale: 1 1/2" = 1'-0" 12DRIVE THRU SHELF Scale: 1/4" = 1'-0" 9DRIVE THRU WINDOW NO-BUMP Scale: 3/4" = 1'-0" 16DTE - NON-ILLUMINATED BOLLARD DTE 5-PANEL MENU BOARD BASE PLATE DTE 5-PANEL MENU BOARD BOLT PATTERN (TOP VIEW) DTE 5-PANEL MENU BOARD ANCHOR ROD Scale: 3/8" = 1'-0" 3DT 5-PANEL MENU BOARD GROUND FOOTING DTE PRE-MENU ANCHOR ROD DTE PRE-MENU BASE PLATE DTE PRE-MENU BOLT PATTERN (TOP VIEW) Scale: 3/8" = 1'-0" 1DTE PRE-MENU GROUND FOOTING Scale: 3/4" = 1'-0" 15 DTE - WAYFINDING GRAPHICARROW Revision Schedule Rev Date By Description 05/08/2024 SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER (4) ANCHOR BOLTS ALL ANCHORS TO BE PROVIDED BY G.C. CONDUIT STUB-UP OFFSET 3" ABOVE FOOTING STEELBASE PLATE OUTLINE ROUTE CONDUIT PER ELECTRICAL SITE PLAN 2' - 0" DIA. 9"3"3"9" 10 7 / 8 " 10 7 / 8 " 1' - 0 " 1' - 0 " 1 1 / 8 " 1 1 / 8 " 2' - 0" DIA. ALTERNATE ANCHORS: (4) 3/8" STAINLESS STEEL OR GALVANIZED HILTI KWIK BOLT TZ2 EXPANSION ANCHORS. 2" MINIMUM EMBEDMENT. FRONT ELEVATION SIDE ELEVATION NATURAL GRADE OR ENGINEERED FILL (4) 3/8" DIA. GALVANIZED HEADED ANCHOR BOLTS, NUTS AND WASHERS. AUGERED FOUNDATION: 24" DIA. X VARIABLE DEPTH PER LOCAL REQUIREMENTS. CONCRETE REQUIRED: 0.15 CU. YD. (5) #5 VERTICAL BARS SPACED EVENLY AROUND PERIMETER, 3" COVER (3) #3 TIES WITHIN FIRST 5", THEN #3 TIES AT 12" O.C. DO NOT WELD REINFORCING BARS . 12 " M I N . CONDUIT SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. 3" CLR.3" CLR. 3' - 8 " M A X . 1' - 8" 2" LO C A L F R O S T D E P T H GR E A T E R O F 2 ' - 6 " O R 3" C L R . 2" A N C H O R B O L T P R O J E C T I O N 1 1 / 2 " 4" SIGNAGE GRAPHICS MAY VARY 4 1/2"6"4 1/2" 1' - 3" 2" 2" 2 1 / 4 " 7/ 8 " 7/ 8 " 4" 7 1/2"7 1/2" 3/8" STEEL PLATE 5/8" DIA. BOLT HOLE (TYP. 1 OF 4) 1 1/4" DIA. HOLE FOR CONDUIT STUB-UP SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER TACK NUT TO ROD 1/2" HEAVY HEX NUT WITH WASHER (4) 1/2" DIA. A36 THREADED HOT DIPPED GALVANIZED THREADED ANCHOR RODS WITH GALVANIZED HARDWARE (3) 1/2" HEAVY HEX NUTS & WASHER - GALVANIZED SEE GROUND FTG. DETAIL FOR ROD LENGTH CENTER ANCHOR ROD PATTERN IN FOUNDATION ELEVATION VIEW 3 1 / 2 " 1" ANCHOR BOLT (TYP. 1 OF 4) HIGH STRENGTH NON-SHRINKING GROUT PLAN VIEW 2"8"2" 1' - 0 " 1' - 0" 8" X 8" X 3/4" STEEL BASE PLATE 4" X 4" X 0.25" STEEL TUBE POST WELDED TO BASE THRU HOLE FOR MOUNTING(TYP.) 2" 8" 2" 4" 4" 4"4" SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER ALL ANCHORS TO BE PROVIDED BY G.C. (4) ANCHOR BOLTS BASE OUTLINE 8" 8" 8" 8"8"8" 2' - 0" 2' - 0 " SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. (4) 1/2" DIA. GALVANIZED ANCHOR BOLTS MIN. 1' - 9" 6" AVG. ROAD BEDCURB AND GRADE MAY VARY PER LOCATION 0.25" X 4" X 4" STEEL TUBE CLEARANCE BAR HEIGHT MAY REQUIRE ADJUSTMENT TO ACCOMODATE CURB AND/OR FOUNDATION HEIGHT. MANUFACTURER TO PROVIDE (2) 30" CABLE LENGTHS FOR SUCH ADJUSTMENTS NATURAL FINISH OR ENGINEERED FILL BASE PLATE NON-STRUCTURAL BASE COVER (4) #4 VERTICAL BARS SPACED EVENLY AROUND PERIMETER GR E A T E R O F 4 ' - 3 " O R LO C A L F R O S T D E P T H DIA. 1 1 / 2 " (3) #3 TIES WITHIN FIRST 5" THEN #3 TIES AT 9" O.C. .3" CLR. 25 " M I N . 3" CLR. POST-INSTALLED ANCHORS NOT PERMITTED DUE TO CLOSE SPACING OF ANCHOR BOLTS 10 ' - 3 " ( B T M O F B A S E P L A T E T O T O P O F S T E E L T U B E ) 9' - 0" 5' - 6" 8' - 6 " M U S T B E M A I N T A I N E D 5" VA R I E S 4" 1' - 0"3' - 6"1' - 0" 2' - 0" FRONT ELEVATION 1 1 / 2 " GR E A T E R O F 4 ' - 0 " O R LO C A L F R O S T D E P T H 3" CLR. (12) 5/8" DIA. GALVANIZED ANCHOR RODSWITH 6" MIN. EMBEDMENT;3" PROJECTION ABOVE FOOTING (TYP. AT EACH PLATE) (5) #5 LONG LENGTH, (10) #5 SHORTLENGTH TOP AND BOTTOM6' - 0" .6" MIN. CONDUIT 10 ' - 3 7 / 8 " 4' - 6" 5/8" HOT DIPPED GALVANIZED LEVELING NUTS (12) REQUIRED STEEL BASE PLATE WELDED TO STEEL POSTS BY MFR. NATURAL GRADE OR ENGINEERED FILL NON-STRUCTURAL BASE COVER DOS AND SPEAKER CANOPY ABOVE 2' - 0" 3" C L R . 3" CLR. 2" C L R . 1' - 5"6' - 7 7/8" 9' - 1 0 " SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER SIDE ELEVATION 10 ' - 3 7 / 8 " 8" 8" 8" 4" 4"2' - 0 " 7"8"1' - 1"8"1' - 9"8"7" 6' - 0" 2' - 5"2"2"2"3' - 1" ALL ANCHORS TO BE PROVIDED BY G.C. ANCHOR BOLT (TYP.):(4) AT EACH CANOPY BASE PLATE(4) AT DOS BASE PLATE BASE COVER OUTLINE OUTLINE OF CANOPY BASE PLATE (TYP. 1 OF 2)) ALL CONDUIT STUB-UPS TO BE 3" ABOVE FOOTINGEDGE OF CONCRETE FOOTING ROUTE CONDUIT PER ELECTRICAL SITE PLAN OUTLINE OF DOS POST BASE PLATE DOS STUB-UPS DR I V E T H R U P O S S T U B - U P DR I V E T H R U P O S S T U B - U P EL E C T R I C A L S T U B - U P DE T E C T O R L O O P S T U B - U P 1' - 0 " 1' - 0 " DR I V E T H R U C U R B 2' - 3 " T O F A C E O F 4"4"CANOPY LIGHTING 1" DIA. STUB-UP; ROUTE TO SIGNAGE POWER 4" 1" D I A 1" D I A 1" D I A 3/ 4 " D I A ELECTRICAL TO BE INDIVIDUAL BRANCH CIRCUIT IN DEDICATED CONDUIT TO BOH ELECTRICAL PANEL BY G.C. 2"8"2" 4" 8" 2" 1' - 0" 1' - 2 " 4" X 4" X 0.25" STEEL TUBE POST WELDED TO STEEL BASE PLATE FRONT EDGE FACING DRIVE THRU LANE THRU HOLE FOR MOUNTING (TYP.) ANCHOR BOLT (TYP 1 OF 4) CUT-OUT 1 3/8" BASEPLATE 2 5 / 8 " 1 3 / 8 " 4"4" SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER TACK NUT TO ROD 5/8" HEAVY HEX NUT WITH WASHER (4) 5/8" DIA. A36 THREADED HOT DIPPED GALVANIZED ANCHOR RODS WITH GALVANIZED HARDWARE (3) 1/2" HEAVY HEX NUTS & WASHER - GALVANIZED SEE GROUND FOOTINGDETAIL FOR ROD LENGTH SEE SEPARATE DETAIL FOR ANCHOR ROD PATTERN IN FOUNDATION ALTERNATE ADHESIVE POST-INSTALLED ANCHORS:HILTI 5/8" DIA. HVU ADHESIVE CAPSULES AT 9" EMBEDMENT WITH A36 HOT-DIPPED GALVANIZED THREADED STEEL RODS AND HARDWARE.(12) REQUIRED C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 2 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A003 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ARCHITECTURAL SITEDETAILS DTE DIRECTIONAL SIGNAGE BOLT PATTERN (TOP VIEW) Scale: 3/4" = 1'-0" 12DTE DIRECTIONAL SIGNAGE GROUND FOOTING DTE DIRECTIONAL SIGNAGE BASE PLATE DTE CLEARANCE BAR ANCHOR ROD DTE CLEARANCE BAR BASE PLATE DTE CLEARANCE BAR BOLT PATTERN (TOP VIEW) Scale: 1/2" = 1'-0" 03DTE CLEARANCE BAR GROUND FOOTING DRIVE-THRU DIRECTIONAL SIGNAGE - ARROWDID 23085 (36") DIRECTIONAL SIGNAGE DETAILS BELOW APPLY TO: DRIVE-THRU DIRECTIONAL SIGNAGE - EXIT ONLY DID 23075 (36") Scale: 3/8" = 1'-0" 4DTE DOS CANOPY GROUND FOOTING Scale: 1" = 1'-0" 6DTE ORDER POINT CANOPY BOLT PATTERN (TOP VIEW) Scale: 1" = 1'-0" 7DTE DOS CANOPY BASE PLATE Scale: 3" = 1'-0" 01DTE DOS CANOPY ANCHOR ROD Revision Schedule Rev Date By Description 05/08/2024 (3 0 5 M M ) 1' - 0 " (730MM) 2' - 5"4' - 2" (1270MM)7' - 2" (2184MM) 3' - 3 " ( 9 9 1 M M ) 20°(1) CONDUIT, ROUTE TO ELECTRICAL PANEL CONCRETE FOOTING MENU BOARD MI N . C L R . A R E A 4' - 1 " ( 1 2 4 5 M M ) 16' - 0" (4876MM) MIN. CLR. AREA MI N . C L R . 1' - 0 " ( 3 0 5 M M ) DIGITAL ORDER SCREEN (DOS) AND SPEAKER DETECTOR LOOP EDGE CENTERED ON DOS POST 2" (51MM) BELOW FINAL GRADE IN CONDUIT OR SAWCUT. VERIFY NO METAL IN SLAB WITHIN 36" (915MM) OF LOOP. CONDUIT TO DOS POST EDGE OF CONCRETE FOOTING (DATUM POINTSREPRESENT CENTER OF (2) CANOPY BASE PLATES) EDGE OF CONCRETE CURB (1) CONDUIT, STUB UP FOR CANOPY LIGHTING, ROUTE TO SIGNAGE POWER NOTES:1. IF UTILIZING EXISTING FOOTING(S) FOR SIGNAGE INSTALLATION, FASTEN TO EXISTING THREADED BOLTS AND PROVIDE CONDUIT AS NOTED. ENSURE BOLTS ARE IN SOUND CONDITION.2. IF ABANDONING EXISTING FOOTING(S) IN PLACE, CUT CONDUIT AND THREADED BOLTS FLUSH TO TOP OF FOOTING. OUTLINE OF CANOPY ABOVE CANOPY POST (TYP. 1 OF 2) (2) CONDUIT FROM DOS POST, ROUTE TO DRIVE THRU WINDOW(1) CONDUIT FROM DOS POST, ROUTE TO ELECTRICAL PANEL NON-ILLUMINATED BOLLARD ON CONCRETE FOOTING 36" x 36" (915MM) MIN. CLEAR AREA ACCESS DOS POST (6 8 6 M M ) 2' - 3 " EQ EQ (3 3 0 m m ) 1' - 1 " EQ EQ EQ EQ 2"2"2" (50MM) CENTER OF (2) CANOPY BASE PLATES CONCRETE FOOTING FOR CANOPY CANOPY BASE SHROUD DOS CONTROL BOX ABOVEATTACHED TO CANOPY 3/4" (20mm) DIA. STUB-UP FROM DETECTOR LOOP (2) 1" (25MM) DIA.STUB-UP FROM DT POS 1" (25mm) DIA. STUB-UP FROM ELECTRICAL PANEL 1" (25MM)UPLIGHTSTUB-UP FL E X C O N D U I T 1' - 5 1 / 4 " ( 4 6 0 M M ) M A X . (1 5 0 M M ) 6 3 / 4 " M I N . POST FOOTING BEYOND NATURAL GRADE OR ENGINEERED FILL POST BASE SHROUD CONDUIT WITH WATERTIGHT COUPLING PER ELECTRICAL DOS POST;CLAMP UNISTRUT TO POST AND BOLT DCB TO UNISTRUT DIGITAL ORDER SCREEN BEYOND 2' - 0 " ( 6 1 0 M M ) CONDUIT PER ELECTRICAL DIGITAL ORDER SCREEN (DOS) DOS CONTROL BOX (DCS) LOW VOLTAGE SIDE LINE VOLTAGE SIDE L N G L N G GRADE LEGEND: DOS WHIP CONDUIT BY EC NOTES:1. ALL SHOWN SHALL BE INSTALLED PER THIS DETAIL, CODE AND MANUFACTURER'S INSTRUCTIONS.2. CONFIRM MOUNTING POSITIONS OF ALL DEVICES SHOWN WITH GC AND VENDOR.3. EC TO PROVIDE, INSTALL AND CONNECT ALL LINE VOLTAGE CONDUCTORS.4. EC TO CONNECT DEDICATED POWER BETWEEN DOS AND DCB.5. DCB VENDOR TO CONNECT ALL LOW VOLTAGE CABLING, INCLUDING DOS WHIPS TO DCB.6. TERMINATE INCOMING POWER ON TERMINAL BLOCKS LABELED INCOMING DEDICATED POWER.7. TERMINATE POWER TO DOS ON TERMINAL BLOCKS LABELED DOS DEDICATED POWER.8. POWER TO DCB SHALL BE INDIVIDUAL BRANCH CIRCUIT IN DEDICATED CONDUIT (I.E. NOT BE ON EMS OR LIGHTING CONTROL). INTERIOR PARTITION SHOWN FOR REFERENCE 1/2"C-SPEAKER 1/2"C-AUDIO/ VIDEO CABELS COUPLINGS (TYP.) 3/4" C-FROM DETECTOR LOOP 1" C-DETECTOR LOOP/SPEAKER MIC 1" C-CAMERA 1"C-DCB INCOMING POWER (NOTE 8) DOS POWER TERMINAL BLOCK BY VENDOR (NOTE 7) INCOMING POWER TERMINAL BLOCK BY VENDOR (NOTE 6) LINE VOLTAGE CONDUCTORS LIQUID TIGHT FLEX CONDUIT (TYP.) 1/2"C-POWER TO DOS CONCRETE FOOTING ROUTE DOS POWER WHIP THROUGH MESH OPENING SECTION CANOPY BASE SHROUD CANOPY MESH PANEL DOS CONTROL BOX FASTENED TO CANOPY NATURAL GRADE OR ENGINEERED FILL CONCRETE FOOTING CONDUIT WITH WATERTIGHT COUPLING PER ELECTRICAL 2' - 0 " ( 6 1 0 m m ) CONDUIT PER ELECTRICAL 6' - 0" 3' - 0"3' - 0" EQ EQ C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 2 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A004 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ARCHITECTURAL SITEDETAILS Scale: 1/2" = 1'-0" 3DTE - 5 PANEL 20º DT MENU BOARD, DIGITAL ORDER SCREEN WITH CANOPY1 Scale: 1" = 1'-0" 1DTE - DOS CONTROL BOX CONDUIT STUB-UPS AT CANOPY1 Scale: 1" = 1'-0" 5DOS CONTROL BOX ON DOS POST Scale: 12" = 1'-0" 9DTE - DOS CONTROL BOX WIRING1 Scale: 1" = 1'-0" 19DTE - DOS CONTROL BOX AT CANOPY - SECTION Scale: 1/2" = 1'-0" 12DTE - WAYFINDING GRAPHIC DO NOT ENTER Scale: 1/2" = 1'-0" 11DTE - WAYFINDING GRAPHIC DT ENTRY NOT USED Revision Schedule Rev Date By Description 05/08/2024 ROUTE DOS POWER WHIP THROUGH MESH OPENING SECTION CANOPY BASE SHROUD CANOPY MESH PANEL DOS CONTROL BOX FASTENED TO CANOPY NATURAL GRADE OR ENGINEERED FILL CONCRETE FOOTING CONDUIT WITH WATERTIGHT COUPLING PER ELECTRICAL 2' - 0 " ( 6 1 0 m m ) CONDUIT PER ELECTRICAL EQ EQ (3 3 0 m m ) 1' - 1 " EQ EQ EQ EQ 2"2"2" (50MM) CENTER OF (2) CANOPY BASE PLATES CONCRETE FOOTING FOR CANOPY CANOPY BASE SHROUD DOS CONTROL BOX ABOVEATTACHED TO CANOPY 3/4" (20mm) DIA. STUB-UP FROM DETECTOR LOOP (2) 1" (25MM) DIA.STUB-UP FROM DT POS 1" (25mm) DIA. STUB-UP FROM ELECTRICAL PANEL 1" (25MM)UPLIGHTSTUB-UP FL E X C O N D U I T 1' - 5 1 / 4 " ( 4 6 0 M M ) M A X . (1 5 0 M M ) 6 3 / 4 " M I N . POST FOOTING BEYOND NATURAL GRADE OR ENGINEERED FILL POST BASE SHROUD CONDUIT WITH WATERTIGHT COUPLING PER ELECTRICAL DOS POST;CLAMP UNISTRUT TO POST AND BOLT DCB TO UNISTRUT DIGITAL ORDER SCREEN BEYOND 2' - 0 " ( 6 1 0 M M ) CONDUIT PER ELECTRICAL DIGITAL ORDER SCREEN (DOS) DOS CONTROL BOX (DCS) LOW VOLTAGE SIDE LINE VOLTAGE SIDE L N G L N G GRADE LEGEND: DOS WHIP CONDUIT BY EC NOTES:1. ALL SHOWN SHALL BE INSTALLED PER THIS DETAIL, CODE AND MANUFACTURER'S INSTRUCTIONS.2. CONFIRM MOUNTING POSITIONS OF ALL DEVICES SHOWN WITH GC AND VENDOR.3. EC TO PROVIDE, INSTALL AND CONNECT ALL LINE VOLTAGE CONDUCTORS.4. EC TO CONNECT DEDICATED POWER BETWEEN DOS AND DCB.5. DCB VENDOR TO CONNECT ALL LOW VOLTAGE CABLING, INCLUDING DOS WHIPS TO DCB.6. TERMINATE INCOMING POWER ON TERMINAL BLOCKS LABELED INCOMING DEDICATED POWER.7. TERMINATE POWER TO DOS ON TERMINAL BLOCKS LABELED DOS DEDICATED POWER.8. POWER TO DCB SHALL BE INDIVIDUAL BRANCH CIRCUIT IN DEDICATED CONDUIT (I.E. NOT BE ON EMS OR LIGHTING CONTROL). INTERIOR PARTITION SHOWN FOR REFERENCE 1/2"C-SPEAKER 1/2"C-AUDIO/ VIDEO CABELS COUPLINGS (TYP.) 3/4" C-FROM DETECTOR LOOP 1" C-DETECTOR LOOP/SPEAKER MIC 1" C-CAMERA 1"C-DCB INCOMING POWER (NOTE 8) DOS POWER TERMINAL BLOCK BY VENDOR (NOTE 7) INCOMING POWER TERMINAL BLOCK BY VENDOR (NOTE 6) LINE VOLTAGE CONDUCTORS LIQUID TIGHT FLEX CONDUIT (TYP.) 1/2"C-POWER TO DOS CONCRETE FOOTING 90° CONCRETE SLAB WITH DIMENSIONS 31.5" (80CM) X 31.5" (80CM) X 27.6" (70CM) TOP OF THE IN-GROUND BASE MOUNT MUST BE FLUSH AND LEVEL WITH CONCRETE TOP 1/2" MOUNTING BOLT UMBRELLA SECURITY STEM INGROUND BASE MOUNT GENERAL NOTES & SPECIFICATIONS:1. ALL DESIGN IS PER THE 2019 CALIFORNIA BUILDING CODE.2. FOOTING SHALL BEAR AGAINST FIRM, NATURAL UNDISTURBED SOIL OR CERTIFIEDCOMPACTED FILL.3. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI.SPECIAL INSPECTION IS NOT REQUIRED. PROVIDE A 3/4" x 3/4" CHAMFER AT ALLEXPOSED CONCRETE EDGES.4. REINFORCING SHALL BE DEFORMED BARS PER ASTM A-615. #3 BARS MAY BE GRADE40 AND LARGER BARS SHALL BE GRADE 60. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 2 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A005 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ARCHITECTURAL SITEDETAILS Scale: 1" = 1'-0" 14DTE - DOS CONTROL BOX AT CANOPY - SECTION Scale: 1" = 1'-0" 01DTE - DOS CONTROL BOX CONDUIT STUB-UPS AT CANOPY Scale: 1" = 1'-0" 09DOS CONTROL BOX ON DOS POST Scale: 12" = 1'-0" 13DTE - DOS CONTROL BOX WIRING SITE WORK & SIGNAGE TO BE COMPLETED UNDER SEPARATE PERMIT. LL RESPONSIBILITY INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES. NOT USED Scale: 1" = 1'-0" 2UMBRELLA BASE DETAIL Scale: 1" = 1'-0" 10LIGHT POLE FOOTING,MAX H =20'-0" Revision Schedule Rev Date By Description 05/08/2024 9' - 3 3 / 4 " 9' - 4 1 / 4 " 9' - 4 1/4" 2' - 5 " 4' - 1 0 " 3' - 1 0 " 4' - 1 0 " 2' - 9 " 8" 8" CMU WALL BLOCK STEEL HSS COLUMN (SEE STRUCTURAL) 6" CONCRETE FILLEED STEEL BOLLARD PER DETAIL 6x12 GLB BEAM 10' - 0 1/4" 19 ' - 4 1 / 4 " 8" (N)STEEL GATE w/ STEELANGLE FRAME 6x12 GLB BEAM 6x4 TIMBER BEAM SLOPE DIRECTION 1/5" PER 12" RUN STEEL HSS COLUMN (SEE STRUCTURAL) A007 05 A007 14 A007 13 07 A007 15 A007 ø 5' - 0" 6" CONCRETE FILLED STEEL BOLLARD PER DETAIL. (N) DUMPSTER (N) DUMPSTER 2' - 9 1 / 4 " 4' - 1 0 " 3' - 1 0 " 4' - 1 0 " 3' - 0 1 / 4 " 9' - 4" 5' - 4 3/4"5' - 1" GATE SWING MIN. 115°, MAX. 120° CONTINUOUS CONCRETE FOOTING CENTERED ON WALL(SEE STRUCTURAL) 6" STL. BOLLARD; SEE DETAIL 6/TRE-3 (TYP.) PROVIDE LOCKABLE, FREEZE PROOF HOSE BIB ON EXTERIOR OF TRASH ENCLOSURE 8" CMU BLOCK WALL 6" (150mm) HIGH WHEEL STOP 1/4" FLOOR SLOPE 6" STL. POST. FASTEN TO FOOTING BELOW (TYP.) 6" (150mm) THICK CONCRETE SLAB 4" 9' - 4 " 9' - 4 " 4" 19 ' - 3 3 / 4 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 2N D C I T Y S U B M I T T A L 0 1 - 2 9 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 2 8 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A006 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA TRASH ENCLOSURE Scale: 1/2" = 1'-0" 5TRASH ENCLOSURE FOUNDATION PLAN Scale: 1/2" = 1'-0" 1TRASH ENCLOSURE ROOF FRAMING PLAN NOT USED Scale: 1/2" = 1'-0" 9TRASH ENCLOSURE PLAN Revision Schedule Rev Date By Description 05/08/2024 VA R I E S B A S E D U PANEL METAL RIB ROOF 22 GA. WITH 20 GA RAIN GUTTER. BY D-MAC OR EQUAL. POWDER COATED TO MATH SW7069 IRON ORE 2" CMU CAP (TYP.) 4x4 DOWNSPOUT CONNECTED TO DRAINAGE SYSTEM ENCLOSURE FOOTING; SEE STRUCTURAL FOR SIZE AND REINFORCING STEEL HSS COLUMN 3"X3"X14" - POWDER COATED TO MATH SW7069 IRON ORE ON R E G I O N A L RE Q U I R E M E N T S 7' - 6 " 1' - 6 " PROVIDE LOCKABLE, FREEZE PROOF HOSE BIB ON EXTERIOR OF TRASH ENCLOSURE 3' - 0 " ENCLOSUREFOOTING; SEE STRUCTURAL FOR SIZE AND REINFORCING PAVING OR CONCRETE SLAB (2) HEAVY DUTY CANE BOLTS BOLLARD; PAINT TO MATCH CMU WALL GALVANIZED LOCKABLE SLIDE BOLT CORRUGATED METAL DOORS; FINISH TO MATCH BUILDING CANOPY METAL ROOF;FINISH TO MATCH BUILDING CANOPY 2" CMU CAP (TYP.) 8" CMU BLOCK WALL (TYP.) 6" GALVANIZED STEEL TUBE; TOP SEAL AND PAINT TO MATCH DOORS (TYP.) BOLLARD FOOTING; SEE STRUCTURAL. ON R E G I O N A L RE Q U I R E M E N T S 3' - 4 " 7' - 6 " 9' - 3 " A 01 02B02B 03 03 A01 U PANEL METAL RIB ROOF 22 GA. WITH 20 GA RAIN GUTTER. BY D-MAC OR EQUAL POWDER COATED TO MATH SW7069 IRON ORE 2" CMU CAP (TYP.) 8" CMU BLOCK WALL (TYP.) BOLLARD;PAINT TOMATCHCMU WALL FOUNDATION;SEE STRUCTURAL FOR SIZE AND REINFORCING BOLLARD;FOOTINGBEYOND; SEESTRUCTURAL. VA R I E S B A S E D ON R E G I O N A L RE Q U I R E M E N T S 1' - 6 " 1' - 9 " 5' - 7 3 / 4 " 6' - 1 1 3 / 4 " 7' - 5 3 / 4 " 3' - 4 " BOLLARD; PAINT TO MATCH CMU WALL BOLLARD FOOTING BEYOND; SEE STRUCTURAL. METAL ROOF;FINISH TO MATCH BUILDING CANOPY 2" CMU CAP (TYP.) 8" CMU BLOCK WALL (TYP.) FOUNDATION; SEE STRUCTURAL FOR SIZE AND REINFORCING VA R I E S B A S E D ON R E G I O N A L RE Q U I R E M E N T S 3' - 4 " 1' - 9 " 7' - 6 " 7' - 6 " 1' - 6 " SLOPE 1/5'' PER 12'' RUN STEEL HSS COLUMN 3"X3"X14" - POWDER COATED TO MATCH SW7069 IRON ORE 6x12 GLB BEAM U PANEL METAL RIB ROOF 22 GA. WITH 20 GA RAIN GUTTER. BY D-MAC OR EQUAL. POWDER COATED TO MATH SW7069 IRON ORE 2" CMU CAP (TYP.) A007 01 (N) DUMPSTER(N) DUMPSTER 1' - 6 " SLOPE 1/5'' PER 12'' RUN STEEL HSS COLUMN 3"X3"X14" - POWDER COATED TO MATCH SW7069 IRON ORE 6x12 GLB BEAM MAN GATE TRASH ENCLOSURE GATE 1' - 9 " 3' - 4 " 1' - 6 " 2' - 6 " 4' - 7 " 7' - 6 " 10 " 2" 1' - 6 " 2' - 6" (N) 6'' CONCRETE SAB OVER 4'' A.B.C BASE FINISH SURFACE (N) MASONRY WALL AND STUCCO SYSTEM TO REMAIN PRE-GRAVEL CAP STEEL HSS COL. PER STRUC. (2) #4 CONT BEYOND POST (2) #4 x 4'-0'' HOOK INTO PERP WALL AT CORNERSMI N E M B E D M E N T 2' - 0 " 6' - 0 ' ' ( E ) W A L L WELDED SHOE 1/4" 6x12 GLB BEAM THROUGH BOLT ANCHOR U -HANGER 4x6 TIMBER BEAM C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 3 1 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A007 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA TRASH ENCLOSUREELEVATION Scale: 3/8" = 1'-0" 06TRASH ENCLOSURE ELEVATION C Scale: 3/8" = 1'-0" 05TRASH ENCLOSURE ELEVATION A Scale: 3/8" = 1'-0" 14TRASH ENCLOSURE ELEVATION B Scale: 3/8" = 1'-0" 13TRASH ENCLOSURE ELEVATION D Scale: 3/8" = 1'-0" 07TRASH ENCLOSURE SECTION A Scale: 3/8" = 1'-0" 15TRASH ENCLOSURE SECTION B Scale: 1" = 1'-0" 01SECTION DETAIL AT TRASH ENCLOSURE WALL 01 PAINT COLOR - SHERWIN WILLIAMS - SW7048 "URBAN BRONZE" A 7/8" EXTERIOR CEMENT PLASTER (3 COATS) OVER SELF-FURRING DIAMONDMESH OVER 2 LAYERS GRADE D PAPER ON PLYWOOD SUBSTRATE ON WOODFRAMING PER STRUCTURAL - FINISH:FINE-SAND STUCCO BY MANUF. "OMEGA" TRASH ENCLOSURE FINISH SCHEDULE 02 COLOR "SHERWIN WILLIAMS" SW7045 - LIGHT GRAY B PRE-CAST CONCRETE 2" TOP CAP 03 COLOR "SHERWIN WILLIAMS" SW7069 - IRON ORE Revision Schedule Rev Date By Description 4 03-03-24 KA PLANNING COMMENTS 05/08/2024 (1 5 0 m m ) 6" VA R I E S (1 0 6 5 m m ) 3' - 6 " FILL PIPE WITH CONCRETE 6" STEEL PIPE PAVING OR CONCRETE SLAB EXPANSION JOINT (SEAL) CONCRETE FOOTING (SEE STRUCTURAL) BA S E D O N R E G I O N A L RE Q U I R E M E N T S 10 " (5 1 0 m m ) 1' - 8 " (1 5 0 m m ) 6" 1 1/2" ANGLE WELDED TO STEEL FRAME BAR CANE BOLT CORRUGATED METAL PANEL SET IN STEEL CHANNEL FRAME PROVIDE HOLES AT CONCRETE FOR BOTH FULLY OPEN AND CLOSED POSITIONS WEEP HOLE GATE TO SWING OPEN MIN. 115°, MAX. 120° ALIGN 1" (25mm) 8" CMU WALL 6" GALVANIZED STEEL TUBE POST SET IN CONCRETE FOOTING (SEE STRUCTURAL). PAINT TO MATCH DOORS. PROVIDE WEEP HOLES IN BETWEEN CORRUGATED METAL CHANNELS CORRUGATED METAL PANEL. FINISH TO MATCH BUILDING CANOPY STEEL CHANNEL FRAME. MITER AND WELD CORNERS GALVANIZED HEAVY DUTY GATE HINGE. (100mm) 4" GATE IN OPEN SWING POSITION ( MIN. 115°, MAX. 120°) (3 0 5 m m ) 1' - 0 " VA R I E S . SLAB ON GRADE. REINFORCE PER STRUCTURAL DETAILS 8" CMU WALL, GROUT SOLID. REINFORCE AND TIE INTO FOOTING/SLAB PER STRUCTURAL. THICKEN EDGE OF SLABSI Z E B A S E D ON S O I L CO N D I T I O N S AN D C L I M A T E (M I N . 1 6 " , MA X . 5 4 " ) 6" ( 1 5 0 m m ) WHEELSTOP CURB CONTINUOUS CONCRETE FOOTING CENTERED ON WALL(SEE STRUCTURAL) 6" (150mm) ELASTOMERIC SEALANT 2" HOLD TUBE STREET & DOOR 1" ABOVE SLAB 2 1/2" X 1 1/2" X 1/4" ANGLE FRAME TYP. 2X4 STEEL TUBE PER PLAN TYP. BUTT HINGER (TYP OF 3 @ EA. GATE) 3" WIDE X 1/4" THICK STEEL PLATE 22 GA. PANELS W 1 1/2" RIB X 36" WIDE WALL PER ELEVATION WALL PER ELEVATION PROVIDE STEEL COMMERCIAL GRADE SINGLE HOLE LOCK BOX, w/ LATCH GUARD LEVER TYPE DOOR HARDWARE, PROVIDE 3" WIDE x 1 1/2" x 4" LONG FILLER TUBE FOR DOOR HARDWARE INSTALLATION, PROVIDE STRIKE PLATE TYP3/16" TYP3/16" TYP 3/16" 34 " A F F NOTE:1. PAINT GATE TO MATCH EXTERIOR BUILDING COLOR.2. PRIME EXPOSED METAL AND ALL WELDS WITH RUST INHIBITING PRIMER AND PAINT WITH ACRYLIC PAINT.3. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE. MOUNTED 34" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. 4"1" VA R I E S 1" STUCCO FINISH #5 BAR VERT. 6" DIA. GALV. STL. GATE POSTCONC. FILLED AND CAPPED.EMBEDDED 30" DEEP IN A 36" DEEP FOOTING. COLOR TO MATCH BUILDING COLOR EP-3 PAINTED ALUMINUM CHANNEL& 1/4" TRIM COMPLETELY AROUND FACE PANELS ON EACH GATE GATE FACING PANEL OF 5/16" HARDIPANEL (STUCCO TEXTURE), OR T-111.COLOR TO MATCH BUILDING COLOR EP-5 (EP-4 IS ALTERNATE) 2 1/2" SQUARE GALV. STL. TUBING. 3/16" WALL GATE FRAME W/ DIAG. BRACING PROVIDE DROP ROD 3/4" DIA.30" LONG @ EACH GATE 2 1/2" x 2 1/2"STL. TUBEGATE FRAME 1" I.D. STL. PIPE12" LONG 1 1/2"x1 1/2"x3/16" x 12"STL, ANGLE WELD ALLAROUND. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 3 3 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A008 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA TRASH ENCLOSUREDETAILS Scale: 1" = 1'-0" 5TRASH ENCLOSURE BOLLARD Scale: 3" = 1'-0" 10SECTION AT CANE BOLT Scale: 3" = 1'-0" 8GATE HINGE DETAIL Scale: 1" = 1'-0" 9TYPICAL CMU WALL FOOTING Scale: 3/4" = 1'-0" 13TRASH ENCLOSURE DOOR DETAIL Scale: 3/4" = 1'-0" 7Trash Enclosure Gate Detail NOT USED Revision Schedule Rev Date By Description 05/08/2024 KEYNOTES GENERAL NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE. IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS MINIMUM BARRIER FREE PROVISION OF THE CODE, REMOVE AND REPLACE WITH ACCESSIBLE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED WITH A SLOPE NO GREATER THAN 1:12. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED OTHERWISE. INSTALL MOISTURE RESISTANT GREEN BOARD ON BACKBAR WALL PER PROJECT MANUAL. ALL DOORS SHALL BE 32” (815MM) MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED. SEE SHEET A601 FOR EXTERIOR DOOR AND WINDOW SCHEDULES. STARBUCKS VENDOR TO PROVIDE DOOR HARDWARE COMPONENTS AND GC TO INSTALL. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES MEET STARBUCKS AND/OR CODE REQUIREMENTS. PROVIDE FIRE EXTINGUISHERS AS NOTED ON THE APPROVED PLANS FROM THE CITY. SEE STRUCTURAL FOR KNEE WALL BRACING. SEE SHEET A501 FOR BUILDING DETAILS. REFER TO SHEET I104 FOR FLOOR FINISHES. NEW INTERIOR FULL HEIGHT WALL 20 GA 3 5/8" METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GWB ON BOTH SIDES TO STRUCTURE ABOVE. DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 2 EXISTING WALL TO REMAIN1 INTERIOR WALL LEGEND 5 1 / 4 " I501B 01 SIM. NEW FULL HEIGHT PLUMBING WALL 20 GA 5 3/8" METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GYPSUM BOARD ON BOTH SIDES TO MINIMUM 6" ABOVE CEILING. SECURE MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH DRYWALL SCREWS AT 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 3 7 1 / 4 " I501B 01 SIM. NOTE: RESTROOM WALLS TO GO UP TO STRUCTURE NEW FURRING PLUMBING WALL FULL HEIGHT 20 GA 6" METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GWB ON ONE SIDE TO MIN. 6" ABOVE CEILING. DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 4 EXISTING WALL I501C 01 SIM. NEW INTERIOR WALL 6" ABOVE CEILING 20 GA 3 5/8" METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GWB ON BOTH SIDES TO MIN, 6" ABOVE CEILING. DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 5 4 7 / 8 ' ' 14 OUTLINE OF COUNTERTOPS PER CASEWORK MANUFACTURER @BACKBAR. 15 DASH LINE INDICATES MERCHANDISE BAY. 16 (N) ROOF ACCESS LADDER. 17 SLOPE FLOOR SLAB TO SANITARY WASTE FLOOR DRAIN 1/8" PER1'-0" OF RUN 8 (N) EXTERIOR WALLS WITH NEW SERVICE DOORS 10 INSTALL NEW INTERIOR DOORS AS INDICATED. SEE SCHEDULESFOR DOOR AND HARDWARE TYPE. 1 DIMENSION CONTROL DATUM POINT 2 (N) GC TO PROVIDE & INSTALL 4'' CONCRETE CURB @ FOOD CASE,CURB NOT TO EXCEED CASE FOOTPRINT. 3 (N) GC TO PROVIDE & INSTALL 6'' CONCRETE CURB @ SAFECABINET, NOT TOE KICK. CURB TO RECIEVE TILE BASE. 11 INSTALL NEW DOUBLE ACTING DOOR @ WORKROOM. SEESCHEDULES FOR DOOR AND HARDWARE TYPE. 5 (N) FIRE EXTINGUISHER LOCATION. 6 (N) ELECTRICAL PANEL LOCATIONS. MAINTAIN MINIMUMCLEARANCE AS REQUIRED BY CODE. 18 MAINTAIN ALL EQUIPMENT IN ELECTRIC GEAR ROOM EXCEPT FORELECTRIC PANELS TO BE REPLACED WITH NEW PANELS. 9 PROVIDE SLAB DEPRESSION AS NEEDED PER WALK-OFF MATT. SEESHEET I-503 FOR MORE INFORMATION 12 (N) DRIVE THRU WINDOW 13 (N) PROVIDE BLOCKING AS REQUIRED TO SUPPORT ANY WALLATTACHMENTS. REFER TO WALL BLOCKING KEY. 4 (N) GC TO PROVIDE & INSTALL 10'' CONCRETE CURB @ MOP SINK. 7 (N) STOREFRONT, ENTRANCE/EXIT DOOR I501 09 SIM. 19 WELD DOOR SHUT FURR OUT WALL. 20 PATCHING AND REFILLING THIS AREA ACCORDING TO THEEXTERIOR FINISH PALLETTE (CMU 12" X 6" X6") SPLIT FACE NATURALGRAY LW. 21 (N) RECESSED WALL PAINTED ACCORDING TO THE EXTERIOR FINISHPALLETTE (CMU 12" X 6" X 6") SPLIT FACE NATURAL GRAY LW. 22 (N) FIRE RISER 23 LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN ½ INCH BELOWTHE THRESHOLD RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATERTHAN 1/4 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATERTHAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. [CBC 118.404.2.5] 24 EACH LEAF OF DOOR IN THE MEANS OF EGRESS SHALL PROVIDE 32 INCHES CLEAROPENING AND A MINIMUM HEIGHT OF 6-8", BUT IN NO CASE SHALL ANY SINGLEDOOR LEAF EXCEED 48 INCHES. [CBC 1010.1.1] 25 ALL EXIT DOORS AND GATES FROM A GROUP 'A' OCCUPANCY SHALL NOT BEPROVIDED WITH A LATCH OR LOCK, UNLESS IT IS PANIC HARDWARE. [CBC 1010.1.10] NEW INTERIOR HSS FRAME 20 GA 3 5/8" METAL STUDS 16" O.C. WITH 5/8" MOISTURE RESISTANT GWB ON BOTH SIDES TO MIN, 6" ABOVE CEILING. DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. I501C 11 SIM. 1' - 0 " 6 26 WHERE MEANS OF EGRESS DOORS ARE OPERATED OR ASSISTED BY POWER, THEDESIGN SHALL BE SUCH THAT IN THE EVENT OF POWER FAILURE, THE DOOR ISCAPABLE OF BEING OPENED MANUALLY TO PERMIT MEANS OF EGRESS TRAVEL ORCLOSED WHERE NECESSARY TO SAFEGUARD MEANS OF EGRESS. THE FORCESREQUIRED TO OPEN THESE DOORS MANUALLY SHALL NOT EXCEED THOSESPECIFIED IN SECTION 1010.1.3, EXCEPT THAT THE FORCE TO SET THE DOOR INMOTION SHALL NOT EXCEED 50 POUNDS (220 N). THE DOOR SHALL BE CAPABLE OFOPENING FROM ANY POSITION TO THE FULL WIDTH OF THE OPENING IN WHICHSUCH DOOR IS INSTALLED WHEN A FORCE IS APPLIED TO THE DOOR ON THE SIDEFROM WHICH EGRESS IS MADE. POWER-OPERATED SWINGING DOORS,POWER-OPERATED SLIDING DOORS AND POWER-OPERATED FOLDING DOORSSHALL COMPLY WITH BHMA A156.10. POWER-ASSISTED SWINGING DOORS ANDLOW-ENERGY POWER-OPERATED SWINGING DOORS SHALL COMPLY WITH BHMAA156.19. LOW-ENERGY POWER-OPERATED SLIDING DOORS AND LOW-ENERGYPOWER-OPERATED FOLDING DOORS SHALL COMPLY WITH BHMA A156.38. NEW PARTIAL HEIGHT WALL NEW FULL HEIGHT WALL EXISTING WALL GENERAL LEGEND WALL BLOCKING CALL-OUTXX WALL BLOCKING KEY SYMBOL ITEM 128 LBS(58 KG) WEIGHT 36" TO 40"(915MM TO 1015MM) HEIGHT A.F.F. 30" (760MM) BEHIND SINKA APPROX. WIDTH SHELVES ABOVE COMPARTMENT SINK 200 LBS(91 KG)48" TO 76"(1220MM TO 1930MM)96" (2440MM) CENTERED ABOVE COMPARTMENT SINKB C BLOCKING SPECIFICATION TO BE PROVIDED BY VENDOR SHELVES ATMANAGER'S DESK 300 LBS(136 KG)32" TO 96"(810MM TO 2440MM)48" (1220MM) 3/4 (19MM) ACX PLYWOOD, CENTERED ON SHELVESD EQUIPMENT RACK 300 LBS(136 KG)44" TO 96"(1120MM TO 2440MM)28" (710MM) 3/4 (19MM) ACX PLYWOOD, CENTERED ON RACKE F BLOCKING SPECIFICATION TO BE PROVIDED BY VENDOR. IN-WALL BLOCKING PREFERRED, HOWEVER EXISTING FRP FINISHED WALL MAY RECEIVE SURFACE MOUNTED, PAINTED WHITE. 30" TO 36"(760MM TO 915MM)60" (1525MM) AROUND WATER CLOSETG200 LBS(91 KG) COMMERCIAL INSTALLATION REQUIRES CONCEALED ARM CARRIER. REFER TO MFR'S SPECIFICATION.H 200 LBS(91 KG) I WORKROOMHAND SINK UPPER WIRE SHELVES RESTROOM GRAB BARS RESTROOM HAND SINK METROSHELVES SYMBOL ITEM WEIGHT HEIGHT A.F.F.APPROX. WIDTH J K BLOCKING SPECIFICATION FOR CBE METAL SHELVES.REFER TO VENDOR'S SPECIFICATION AND DETAILS.L COORDINATE LOCATION AND EXTENT WITH PENTAIRMTBD BY VENDOR ALL ARTWORK, FIXTURES, ACCESSORIES AND CASEWORK FABRICATIONS NOT OTHERWISE NOTED GC TO PROVIDE WALL BLOCKING AS REQUIRED FOR ALL ITEMS FOR A COMPLETE AND SECURE INSTALLATION. EXTEND BLOCKING 8" (205MM) BEYOND ON EACH SIDE OF EACH ITEM. TBD BY VENDOR (VARIES) SHELVES AT PARTNER REST AREA UPPER CBE SHELVING WATER FILTRATION SYSTEM 7'-4" TO 8'-6"300 LBSDIGITAL MENU BOARDS 12'-8" TYP. 0'-0" TO 6'-0"300 LBS EXTENT OF MERCH BAYMERCH BAYO P 6'-1" TO 7'-10"300 LBS EXTENT OF CABINETDT CABINET N 300 LBS(136 KG)32" TO 96"(810MM TO 2440MM)48" (1220MM) 3/4 (19MM) ACX PLYWOOD. ORDER STATUS MENU BOARD 300 LBS(136 KG)6'-6" MIN - 7'-0" MAX 2' - 11/4" Q LOCKERS 67 LBS(30 KG)66"(1676MM)15"(381 MM) EXTERIOR REFELLINGWALL TYPE AREA (SF)VOLUME (CF)DESCRIPRIONMANUFACTURE CMU 16.08 11.05 ORCO BLOCK NATURAL GRAY LW SPLIT FACE DIMENSIONS 12" X 6" X 6" EXISTING SAFE AREA TO BE SEALED OFF 5' - 6 1/4" 2' - 8 3 / 4 " 5' - 9 " 11 ' - 1 " 16 ' - 9 " 24 ' - 7 1 / 2 " 51 ' - 4 " 52 ' - 0 " EXISTING WALL 11' - 2" EXISTING WALL TO REMAIN 6' - 0" EXISTING STOREFRONT 28' - 6" NEW DOOR 6' - 0" EXISTING WALL TO REMAIN 44' - 4" 38 ' - 7 " 1 1 1 1 1 111 1 1 1 1 5 2 2 23 2 2 A F G G G G H H L 1 23 5 6 7 8 8 8 8 8 8 9 9 10 10 10 4 12 13 13 13 13 14 14 14 17 17 16 18 18' - 3" 42' - 4" 44' - 8" 44' - 11" 51' - 4" 54' - 9" BACKBAR WORKROOM RR1 RR2 CAFE SEATING AREA 1' - 10" 1' - 6 1 / 2 " 15 3' - 0" 8' - 3 " 73' - 5" 2 2 2 3 3 3 4 3 2 5 CB E F M N O I J K Q Q Q CL E A R 4' - 0 " 2' - 4 " CLEAR 6' - 0" CLEAR 4' - 0" CL E A R 6' - 0 " 11 ELECTRIC GEAR ROOM NEW DT WINDOW 6' - 1" EXISTING WALL TO REMAIN 11' - 0" 70' - 3" 77' - 0" 28 ' - 1 1 " Q EXISTING SAFE AREA TO BE SEALED OFF 5' - 6 1/4"2' - 6"1' - 10"29' - 7 1/4" 2' - 0"7' - 11 1/2" D 19 P 20 60' - 8" 66' - 2" 21 PARTNER REST AREA D 10086 25 D 10174 78 D 21146 95 D 21146 96 91' - 5" 22 37 ' - 5 " L O W W A L L 33 ' - 1 " 23 D 10190 54 D 10190 53 24 24 24 24 24 30' - 1" 6 12' - 3" 25 25 25 26 1 A301 43 ' - 4 1 / 4 " 20 ' - 9 " 25 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 4 3 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A101 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA BUILDING FLOOR PLAN Scale: 3/16" = 1'-0" 011ST FLOOR - BUILDING FLOOR PLAN 0 2'4'8' Scale: 1/4" = 1'-0" N 7 Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 5 03-18-24 KA FIELD REVISION 6 03-25-24 KA BUILDING COMMENTS 7 04-15-24 MA 4TH BUILDING COMMENTS I602 05/08/2024 A. ALL STUB-UP DIMENSIONS ARE RELATIVE TO FINISHED WALL LOCATIONS (SHOWN AS OUTLINES ON THIS PLAN). REFER TO FLOOR PLAN FOR WALL PLACEMENT. B. FLOOR SINK: REFER TO CUT SHEETS FOR COMPONENT SPECIFICATIONS AND CUTOUT REQUIREMENTS. C. WASTE LINE PENETRATIONS: REFER TO PLUMBING PLANS FOR INDIVIDUAL LINE LOCATIONS. D. STUB-UP PENETRATIONS: REFER TO ELECTRICAL AND PLUMBING PLANS FOR INDIVIDUAL STUB-UP LOCATIONS. E. TOILET FLOOR PENETRATION: REFER TO CUT SHEETS FOR STUB-UP LOCATION RELATIVE TO FINISHED WALL. F. PENETRATION TO BE LOCATED ON CENTERLINE OF WALL OR AS REQUIRED PER CONDITIONS. G. TRENCHING OUTLINE FOR GUIDELINE USE ONLY. GENERAL CONTRACTOR TO COORDINATE WITH SPECIFIC TRADES AND SITE CONDITIONS TO DETERMINE ACTUAL LAYOUT. H.REFER TO SHEET I101 FOR FLOOR FINISHES. KEYNOTES GENERAL NOTES 5 (N) SLAB TRENCHING (OUTLINE SHOWN FOR REFENCE ONLY). GC TOCO-ORDINATE FINAL LOCATION OF TRENCING BASED ON SITE SPECIFICCONDITIONS. 2 FLOOR SINK LOCATION. REFER TO PLUMBING PLAN AND DETAILS FORMORE INFORMATION. 4 MOP SINK DRAIN LOCATION. REFER TO PLUMBING PLAN AND DETAILS FORMORE INFORMATION. 1 DIMENSION CONTROL DATUM POINT 3 ROUND RESTROOM FLOOR DRAIN. SEE PLUMBING SHEETS FOR MOREINFORMATION. 7 (N) ELECTRICAL ESPRESSO STUB-UP LOCATION. REFER TOELECTRICAL PLAN AND DETAILS FOR MORE INFORMATION. 6 (N) WATER CLOSET PENETRATION. REFER TO PLUMBING PLAN ANDRESTROOM DETAILS FOR MORE INFORMATION. 8 PLUMBING STUB-UP LOCATION. REFER TO PLUMBING PLAN ANDDETAILS FOR MORE INFORMATION. 12 (E) ELECTRICAL PANELS & LIGHTING CONTROL PANEL, SEEELECTRICAL PLANS. 13 GC TO PROVIDE POWER STRIP TO UNDERSIDE OF BANQUETTESEATING , SEE ELECTRICAL SHEETS FOR MORE INFORMATION. 10 (N) ELECTRICAL POS STUB-UP LOCATION. REFER TO ELECTRICALPLAN AND DETAILS FOR MORE INFORMATION. 11 SLOPE FLOOR SLAB TO SANITARY WASTE FLOOR DRAIN 1/8" PER1'-0" OF RUN. 9 HOSE BIB WALL HYDRANT (X1000), SEE PLUMBING SHEETS FORMORE INFORMATION. 14 GC TO PROVIDE POWER STRIP AT CUSTOM STUDY TABLES , SEEELECTRICAL SHEETS FOR MORE INFORMATION. 16 WELD DOOR SHUT FURR OUT WALL. 15 GC TO PROVIDE POWER STRIP AT CUSTOM COMMUNITY TABLES ,SEE ELECTRICAL SHEETS FOR MORE INFORMATION. LEGEND EXISTING WALL DATUM POINT FLOOR DRAIN FLOOR CLEAN-OUT FLOOR SINK PLUMBING PENETRATION AREA ELECTRICAL PENETRATION AREA FLOOR PENETRATION NEW WALL CAULK JOINT THIN SET CERAMICTILE, TYP FLOOR SINK SET FLUSHWITH TOP FIN FLR GRAVEL BACKFILL NO-HUB CONNECTION 3" TAIL PIECE CONC INFILL AND TRENCH FOR BELOW GRADE UTILITIES (N) TRENCH 2" CLR (E) SLAB (E) SLAB #4 EPOXY DOWEL A8 18" O.C. W/ 9 " EMBBEDMENT. DOWLES MAY BESTAGGARED ON EACH SIDE OF TRENCH NOT TO EXCEED 18" O.C.ON EACH SIDE. USE SIMPSON SET-XP EPOXY COUNT. #4 @ 18" O.C. (1) #4 MIN. AT TRENCHES 24" OR LESS INWIDTH 1 1 2 1 2 1 14' - 4" 18' - 9" 24' - 10" 30' - 0" 10' - 4 1/2" 14' - 2 1/2" 28' - 5" 15 ' - 1 1 " 13 ' - 7 " 8' - 5 " 26' - 6" EQ EQ 1' - 5"5' - 6" 10 " 10 " 1' - 5"5' - 2"3' - 4" 4' - 6 " 6' - 1 0 " A102 12 A1028A102 12 A102 16 A10216 5 2 2 2 2 2 2 22 3 3 6 6 8 7 7 1010 9 9 VESTIBULE RR1 39' - 6" 27' - 5" 41' - 4" 20' - 5" 3' - 9 " 47' - 8" 6 6 6 33' - 6" 4 13 13 12 14 5' - 2" RR2 11 11 16 1515 P 10294 P 10726 (9) (9) 1' - 0 " 26' - 1" P X1000 P X1000 P 10630 P 10630 1' - 0" 7' - 7 " 16 ' - 2 " WORKROOM PARTNERS REST AREA MANAGER'S DESK BACKBAR RETAIL AREA P 10630 2' - 0" 10 1 / 2 " 1 EQ EQ 3" EQ EQ 1' - 9" DIMENSION DATUM POINT ALL CONDUIT STUB-UPS TO BE WITHIN THIS BOUNDARY 2 3 3 3 3 ESPRESSO BAR DIEWALL 1 3/4" LAN CONDUIT 2 3/4" LAN CONDUIT TO MANAGER'S WORKSTATION 3 3/4" ISOLATED GROUND POWER CONDUIT ESPRESSO BAR ELECTRICAL STUB-UP KEY NOTE:SEE SHEET A102 - BUILDING FLOOR PENETRATION PLAN FOR FINAL DIMENSIONED LOCATION. DIMENSION DATUM POINT ALL CONDUIT STUB-UPS TO BE WITHIN THIS BOUNDARY 1 3/4" POWER CONDUIT TO ELECTRICAL PANEL21/2" PHONE TO MANAGER'S DESK 3 1/2" DATA CONDUIT TO MANAGER'S DESK POS ELECTRICAL STUB-UP KEY 4 1/2" SECURITY TO MANAGER'S DESK53/4" LAN CONDUIT TO POS/SAFE63/4" POWER CONDUIT FOR PASTRY CASE POS DIEWALL EQ EQ 3" EQ EQ 1' - 6" 1 2 5 634 NOTE:SEE SHEET A102 - BUILDING FLOOR PENETRATION PLAN FOR FINAL DIMENSIONED LOCATION. EQ EQ 7" EQ EQ 3" DIMENSION DATUM POINT ALL CONDUIT STUB-UPS TO BE WITHIN THIS BOUNDARY 1 CWF STUB-UP2CW STUB-UP ESPRESSO BAR PLUMBING STUB-UP KEY 1 2 POS DIEWALL NOTE:SEE SHEET A102 - BUILDING FLOOR PENETRATION PLAN FOR FINAL DIMENSIONED LOCATION. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 4 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A102 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA BUILDING FLOORPENETRATION PLAN Scale: 1/4" = 1'-0" 20FLOOR SINK DETAIL Scale: 1/4" = 1'-0" 04TYP . TRENCH DETAIL Scale: 3/16" = 1'-0" 011ST FLOOR - BUILDING FLOOR PENETRATION PLAN 0 2'4'8' Scale: 1/4" = 1'-0" Scale: 1 1/2" = 1'-0" 16ELECTRICAL STUB-UPS AT ESPRESSO BAR Scale: 1 1/2" = 1'-0" 8ELECTRICAL STUB-UPS AT POS Scale: 1 1/2" = 1'-0" 12PLUMBING STUB-UPS AT ESPRESSO BAR 0 2'4'8' Scale: 1/4" = 1'-0" N Revision Schedule Rev Date By Description 05/08/2024 GENERAL NOTES KEYNOTES 8 EXISTING CANOPY BELOW TO REMAIN. SEE ELEVATION FOR MORE INFO. 9 (N) RESTROOM EXHAUST FAN. 10 (N) ROOF ACCESS LADDER / HATCH 3 (N) ROOF CRICKET SLOPE AT 1/4” PER 12”. 4 FLOW LINE TO DRAIN 6 (N) MECHANICAL ROOF TOP UNITS (TOTAL OF 4) & INSTALL (N) PLATFORM FORALL NEW RTU'S, REFER TO MECHANICAL PLANS FOR MORE INFORMATION, SEEDETAIL07/A505 FOR EQUIPMENT BASE. 7 PROVIDE 10'-0" HORIZONTAL CLEARANCE FOR MECHANICAL INTAKES. 5 (E) ROOF PARAPET TO REMAIN. 1 (N) ROOF DRAIN AND OVERFLOW DRAIN.THE SIZE OF HORIZONTAL STORM DRAINSSHOUID BE 4"AND THE VERTICAL SHOULD BE 3". 2 SINGLE PLY (60 MIL. MIN.) TPO ROOFING SYSTEM OVER R-30 INSULATION,PLYWOOD DECKING UL-790 INSTALLATIONS SHALL BE IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS,RECOMMENDATIONS, AND ACCESSORIES.SEE CLASS "A" ROOFING SYSTEM NOTES. 11 (N) CURB FOR HVAC UNITS, REFER TO STRUCTURE SHEETS FOR MORE INFO. 12 NEW ROOF WITH NEW MEMBRANE LAYER ALL AROUND. 13 NEW SKYLIGHT PORTION 14 ROOF DRAINAGE SLOPE TO MATCH THE EXISTING A. B. C. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. IN FREEZE THAW CLIMATES ONLY: INSTALL SELF-REGULATING HEAT TAPE IN ALL DOWNSPOUTS. SEE ELECTRICAL FOR FURTHER INFORMATION. ROOF TOP PLUMBING VENTS ARE NOT SHOWN FOR CLARITY. REFER TOPLUMBING DRAWINGS FOR VTR LOCATIONS AND FURTHER INFORMATION. D. RIDGE AND VALLEY OF ROOF SLOPES OCCUR BY SLOPING ROOF FRAMING& WARPED DECK (TYPICAL). E. STRUCTURAL SUPPORT IS REQUIRED FOR ALL WOOD FRAMED PARAPETS ANDCRICKETS OVER 5'-0" ABOVE T.O.S. - REFER TO STRUCTURAL DRAWINGS ANDWALL SECTIONS. F. REFER TO ROOF PLAN FOR ALL TOP OF SHEATHING ELEVATIONS. ROOFPARAPET HEIGHT BASED UPON ELEVATIONS ABOVE FINISHED FLOOR. E. PLUMBING ROOF PENETRATIONS PER A6.1 G. ROOF SYSTEMS U.L. CLASIFICATIONS: MIN. A. MEMBRANE / BUILT-UP ROOFING = CLASS AB. MEMBRANE / BUILT-UP ROOFING W/ RIGID INSUL. = CLASS BC. ASPHALT SHINGLES = CLASS A H. ROOF INSULATION REQUIREMENTS: BATT INSULATION TO THE UNDERSIDE OFDECK TO PROVIDE FOR R-30 VALUE. VERIFY W/ T-24 OR EBERGY COMPLIANCE CERTIFICATE I. FLASHING NOTES:IN ADDITION TO THE SPECIFIED SHEET METAL FLASHING DETAILS IN THE DRAWINGSET, THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL SPECIFIED ANDPOTENTIAL FLASHING APPLICATIONS ARE INSTALLED AND DETAILS EXECUTED PERSMACNA STANDARDS. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECTOF ANY AREAS NOT COVERED IN THE DRAWINGS THAT MAY REQUIRED WEATHER J. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKSCONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. K. IN FREEZE THAW CLIMATES ONLY: INSTALL SELF-REGULATING HEAT TAPE INALL DOWNSPOUTS. SEE ELECTRICAL FOR FURTHER INFORMATION. L. ROOF TOP PLUMBING VENTS ARE NOT SHOWN FOR CLARITY. REFER TOPLUMBING DRAWINGS FOR VTR LOCATIONS AND FURTHER INFORMATION. 15 GUARDS SHALL BE PROVIDED WHERE THE ROOF HATCH OPENING, ORMECHANICAL EQUIPMENT IS LOCATED WITHIN 10 FEET OF A ROOF EDGE OR OPENSIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORETHAN 30 INCHES ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALLBE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A 21- INCH-DIAMETERSPHERE. [CBC 1015.6] 1/4'' / 1 ' - 0 " S L O P E 1/4'' / 1'-0 " S L O P E 1/4'' / 1 ' - 0 " S L O P E SL O P E D I R E C T I O N 1/4' ' / 1 ' - 0 " S L O P E 1 / 4 ' ' / 1 ' - 0 " S L O P E 1/4'' / 1 ' - 0 " S L O P E SL O P E D I R E C T I O N SL O P E D I R E C T I O N 01 01 1 1 1333 3 33 4 4 44 4 4 5 T.O.P 22' - 00" 5T.O.P 22' - 00" 66 6 6 7 7 7 77 88 8 8 8 9 10 11 11 14 13 14 1414 1/ 4 ' ' / 1 ' - 0 " S L O P E 1/4'' / 1 ' - 0 " S L O P E 11 11 1/4'' / 1 ' - 0 " S L O P E 1/ 4 ' ' / 1 ' - 0 " S L O P E M 10632 15' - 6" HVAC EQUPIMENT 7' - 4" HVAC EQUPIMENT 17' - 4"EXAHUST FAN 31' - 10" ROOF DRAIN 59' - 9" ROOF DRAIN 38' - 0" ROOF DRAIN 86' - 2" ROOF DRAIN, ROOF ACCESS & REMOTE CONDENSER 12' - 5" HV A C E Q U I P M E N T 15 ' - 1 1 " EX A H U S T F A N 28 ' - 4 " HV A C E Q U I P M E N T 35 ' - 7 " RO O F A C C E S S 26 ' - 0 " RO O F D R A I N 50 ' - 1 " RO O F D R A I N 1' - 6 " SL O P E D I R E C T I O N SL O P E D I R E C T I O N SL O P E D I R E C T I O N SL O P E D I R E C T I O N 4 4 4 4 THROUGH - OUT 2 32' - 0" 8' - 0 " 8 21' - 6" 12 RE M O T E C O N D E N S E R 7' - 9 " 3 7 TH R O U G H - O U T 8' - 6" M X001 (4) I504B2 01 A506 15 A50613A506 13 A506 13 A50613 A50613 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 4 9 : 5 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A103 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA BUILDING ROOF PLAN Scale: 3/16" = 1'-0" 011ST FLOOR - BUILDING ROOF PLAN N 0 2'4'8' Scale: 1/4" = 1'-0" Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 4 03-03-24 KA PLANNING COMMENTS 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 A. B. C. D. E. F. G. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. EXTERIOR ELEVATION KEYNOTES GENERAL NOTES SIGNAGE NOT A PART OF THIS PERMIT. INFORMATION IS PROVIDED FOR REFERENCE AND COORDINATION PURPOSES. 3 (N) 16" ILLUMINATED DRIVE THRU WORDMARK (UNDER SEPARATE PERMIT). 1 (E) WALLS TO REMAIN (UNDER PREVIOUS SHELL PERMIT). 6 NEW DT WINDOW 7 (N) PATIO & PATIO RAILING 5 DASHED LINES INDICATES PATCHING AND REFILLING THIS AREA ACCORDINGTO THE EXTERIOR FINISH PALLETTE (CMU 12" X 6" X6") SPLIT FACE NATURALGRAY LW. 4 (N) 60" ILLUMINATED LOGO DISK (UNDER SEPARATE PERMIT). 2 (E) STOREFRONT AND DOORS TO REMAIN (UNDER PREVIOUS SHELL PERMIT). EXTERIOR FINISH SCHEDULE A 7/8" EXTERIOR CEMENT PLASTER (3 COATS) OVER SELF-FURRING DIAMONDMESH OVER 2 LAYERS GRADE D PAPER ON PLYWOOD SUBSTRATE ON WOODFRAMING PER STRUCTURAL- 01 PAINT COLOR - SHERWIN WILLIAMS - SW7048 "URBAN BRONZE" 02 PAINT COLOR - SHERWIN WILLIAMS - SW7029 "AGREEABLE GRAY" B CMU (12"X6"X6") , REPAINT PER NEW WORK 03 CONCRETE CUSTOM BREEZE BLOCKS FENCE 8 (N) STOREFRONT DOOR. FINISH : SMOOTH-COAT STUCCO , BY MANUF: "OMEGA". FINISH : NATURAL GRAY LW SPLIT FACE , BY MANUF: "ORCO". NOTE: ALL THE FINISHES NEED TO BE POWER WASHED/CLEANED 9 (N) RECESSED WALL PAINTED ACCORDING TO THE EXTERIOR FINISHPALLETTE (CMU 12" X 6" X 6") SPLIT FACE NATURAL GRAY LW. 1O (N) EXTERIOR WALL 11 (N) SERVICE DOOR 12 DOOR AND GATE HARDWARE SHALL BE AT 34" 44" ABOVE FINISH FLOOR 1 B A 1 2 1 B 01 02 01 A 1 02 4 3 6 7 03 11' - 8"23' - 1 1/4"11' - 8"8' - 2 1/2" EQ EQEQEQ L 21221 6' - 0 " 3' - 0 " 14 ' - 2 " 11 ' - 2 " BB 0101 0303 01 26' - 7" 2222 4 1 B 5 5 7703 03 01 1 B 14 ' - 2 " 01 01 01 S 13164 2 2' - 1 0 " 12 1 B 02 1 114 3 B AA 0102 01 8 2 6' - 0 " L 21221 9' - 8"9' - 0"25' - 4 1/2"9' - 0" EQ EQ EQ EQ 9 S 13164 S X8000 11 ' - 1 3 / 4 " 14 ' - 1 3 / 4 " 2' - 1 0 " 12 1 B 1 B 01 01 A 1 02 10 6' - 0 " 6' - 0"6' - 0" 29' - 6" 10 ' - 1 " 9' - 4" A 02 11 11 2' - 1 0 " 12 X1123 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 0 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A201 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA BUILDING EXTERIORELEVATIONS Scale: 3/16" = 1'-0" 04EXTERIOR ELEVATION D Scale: 3/16" = 1'-0" 03EXTERIOR ELEVATION C Scale: 3/16" = 1'-0" 01EXTERIOR ELEVATION A Scale: 3/16" = 1'-0" 02EXTERIOR ELEVATION B Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 05/08/2024 BUILDING SECTION KEYNOTES 1 EXISTING SALB ON GRADE & FOOTINGS TO REMAIN. 3 EXISTING ROOFING TO REMAIN, PROVIDE NEW ROOF MEMBRANEPER SHEET A103 4 (N) R-30 BATT INSUALTION. 6 NEW ROOF TOP UNIT PER SHEET A103 AND MECHANICALDRAWINGS. BUILDING SECTION LEGEND INDICATES NEW WALLS INDICATES EXISTING WALLS INDICATES EXISTING CONCRETE FLOOR INDICATES EARTH 5 (E) ROOF PARAPET TO REMAIN. 2 (N) ROOF STRUCTURAL FRAMING AND INSULATION . 7 (E) WALLS TO REMAIN. 15' - 06" TOP OF ROOF 01 21' - 06" TOP OF ROOF 02 00' - 00" FINISH GRADE 1 2 2 3 45 5 6 7 7 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 0 8 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A301 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA BUILDING SECTIONS Scale: 3/16" = 1'-0" 1OVERALL BUILDING SECTION Revision Schedule Rev Date By Description 05/08/2024 4X6 WOOD NAILER FOR SUPPORT (FULL LENGTH OF UNIT) ROOF TPO MEMBRANE PER SHEET A103 SEALANT UNDER CONDENSER LEGS 24GA GALV. METAL DRIP EDGE AND FLASHING PLYWOOD ROOF SHEATHING RIGID INSULATION REMOTE CONDENSER UNIT CONT. SEALANT STAINLEASS STEEL CLAMPING RING 24 GA METAL FLASHING PLYWOOD ROOF SHEATHING ROOF TPO MEMBRANE PER ROOF PLAN TPO ROOFING OVER 1/2 PLYWOOD PLYWOOD SHEATHING VA R I E S BOLT OR SCREW AS REQUIREDPROVIDE WASHER W/NEOPRENE GASKET & ELASTOMERIC SEALANT EQUIPMENT- REFER TO MECHANICAL AND PLUMBING PLANS. G.I. SHEET METAL COVER 8X6 WOOD NAILER FOR SUPPORT (FULL LENGTH OF UNIT) ROOF MEMBRANE ROOF CRICKET WHERE OCCURS TPO ROOFING MEMBRABE PER A102 SEE STRUC. DWGS FOR SUPPORT INFORMATION R-30 BATT INSULATION 2'- 6 " MI N . LOCKABLE METAL ACCESSROOF SCUTTLE EXTENSION POST ACCESS LADDER W/ 3"WIDE X .125" THK. SIDERAILS. TUBULAR ORROUND EXTRUDED RUNGSAT 12" O.C. SERRATED ONALL SIDES FIRE TREATEDPLYWOOD INSERT BUILT-UPROOFING CANT STRIP A 3-405 2'- 0 " 1'-0" 3" 3" 2' - 6 " MI N . SECTION AROOF HATCH - SEE DETAIL ROOF AND FRAMING - VERIFY EXTENSION POST BLOCKING AS REQUIRED 2 1/2" W X 3/4" STEEL PLATE STRINGERS 3/4" DIA. DEFORMED STEEL RUNGS AT 12" O.C. WALL PER PLAN SHOT DRIVEN PIN EACH SIDE CONCRETE SLAB 2 1/2" W X 3/4" THICK STEEL PLATE SUPPORTS AT 48" O.C. WELDED TO STEEL STINGER - BOLTED TO WALL AND BLOCKING WITH 1/2" DIA. X 4 1/2" L LAG BOLTS A506 10 CL CL SECTION APLAN 2" P E R 3" OVERFLOW DRAIN @ +2" TYP. PVC DRAIN PIPE IN WALL 2 x 4 SUMP FRAMING RECESSED 3"BELOW TOP OF SHEATHING. ROOF DRAIN-REFER TO PLMBG DWGS RUN ROOFING UNDER CLAMPING RING FIBER CANT STRIP ROOF SHTHG EXTERIOR WALL / PARAPET ROOF DRAIN DRAINAGE SUMP SLOPE 1/4” PER FT - SEE PLUMBING DRAWINGS FOR MORE INFORMATION SLOP E SLOPE 1/4” PER FT, SEE PLUMBING DRAWINGS FOR MORE INFORMATION 10"1' - 8"10" 1' - 6 " SE C T I O N A 1'- 0 " 3/4" PVC ROOF DRAIN &OVERFLOW DOWNSPOUT REFER TO PLUMBING PLANS FOR FURTHER INFORMATION DOWNSPOUT-OVERFLOW OUTLETTHROUGH FACE OF WALL-PROVIDE "COW'S TONGUE"OUTLET - REFER TO SPECIFICATIONS" MANUF: MIFAB, MODEL: STAINLESS STEEL R1940-SJ DOWNAPOUT NOZZLE WITH SLIP JOINT INLET OR EQUIVALENT) CAULK JOINT & BACKER RODAROUND OUTLET PENETRATION STRAP & SECURE DOWNSPOUTPIPING TO BLOCKING ASREQUIRED EXTERIOR PLASTER OVER WOOD FRAMED WALL CONCRETE FOUNDATION CONCRETE SIDEWALK ROOF DRAIN DOWNSPOUTTHROUGH FOUNDATION &CONNECTED TO STORM DRAIN,OR THROUGH CURB FACE-USERECTANULAR PIPE UNDERSIDEWALK IN THROUGH-CURBCONDITIONNOTE: REFER TO HARDSCAPEPLANS FOR ADDITIONAL INFORMATION CONCRETE SPLASH BLOCK C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 1 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A506 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ROOF DETAILS Scale: 1 1/2" = 1'-0" 15ROOF CURB @ REMOTE CONDENSER Scale: 1" = 1'-0" 14ROOF VENT PENETRATION Scale: 3" = 1'-0" 09ROOF CRICKET DETAIL Scale: 3" = 1'-0" 03ROOF PLATFORM DETAIL Scale: 3/4" = 1'-0" 10ROOF ACCESS HATCH Scale: 3/8" = 1'-0" 01ROOF LADDER Scale: 3/4" = 1'-0" 13ROOF DRAIN SUMP Scale: 1 1/2" = 1'-0" 11ROOF DRAIN OVERFLOW SPOUT Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 05/08/2024 DRIVE-THRU WINDOW SILLPER MANUFACTURER. SEE WINDOW SCHEDULE ON I600 FOR MORE INFO. SEALANT 5/8" MOISTURE RESISTANT GYPSUM BOARD SEALANT AND BACKER ROD OBSIDIAN PAPERSTONE SHELF, SEE SCHEDULE.ATTACH SHELF TO BUILDING EXTERIOR FLUSHTO TOP OF WINDOW SILL, CENTERED ONWINDOW 2" SINGLE PANEL DRIVE-THRU WINDOW ASSEMBLY. SEE A600 BACKER ROD AND SEALANT 20 GA GALVANIZED METAL FLASHING WITH DRIP EDGE TO WRAP UNDER WINDOW SILL . FINISH COLOR TO MATCH ADJACENT FINISH STEEL ANGLE - SECURE W/ 1/2" X 3 1/2" LONG LAG SCREW @ 16" O.C. - PREDRILL ANGLE. PRIME AND PAINT W/ (2) COATS EPOXY PAINT PRIOR TO INSTALLATION. ANGLE COLOR TO MATCH ADJACENT COLOR P-LAM CLADDING PER INTERIOR ELEVATIONS 2 1/2" 10 1/4" CORIAN SOLID SURFACE CAP PER SCHEDULE. 4 1 / 4 " CMU WALL FLEXIBLE FLASHING W/ UPTURNED ENDS 5/8" MOISTURE RESISTANT GYPSUM BOARD STAINLESS STEEL SECTION TO CAP INTERIOR WALL. HEM BOTTOM EDGE. SINGLE PANEL DRIVE-THRU WINDOW ASSEMBLY. (#21348) PAINT PER INTERIOR ELEVATIONS CMU WALL SEALANT & BACKET ROD NOTE: SEE FLASHING DETAILS ON A509 FOR WINDOW INSTALLATION DETAILS. CMU WALL EXTERIOR 5/8'' GWB AT INTERIOR INTERIOR (E) EXT. INSULATED WALL TO REMAIN 1 #4 BAR CONTINIOUS SEALANT & BACKET ROD DRIVE-THRU WINDOW SILLPER MANUFACTURER FLEXIBLE FLASHING W/ UPTURNED ENDS 5/8" MOISTURE RESISTANT GYP. BD. PAIMT PER INT. ELEV. STAINLESS STEEL SECTION TO CAP INTERIOR WALL. HEM BOTTOM EDGE. CMU WALL A507 5 6 A507 10 " 4 1/2"4' - 1 1/2"2" 4' - 8" W 21987 S 10163 A50703 6 A507 W 21987 S 10163 3' - 0 " 2' - 1 1 3 / 4 " 4' - 5 1/2" W 21987 S 10163 3' - 0 " A50701 A507 15 A50707 EXT INT WINDOW SILL C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 1 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A507 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA DT WINDOW DETAILS Scale: 6" = 1'-0" 15CORRUGATED SHEETS TO DT SILL & SHELF Scale: 6" = 1'-0" 01HEADER DETAIL Scale: 3" = 1'-0" 07WALL TERMINATION @ CORRUGATED SHEETS Scale: 3" = 1'-0" 03CORRUGATED SHEETS TO DT WINDOW JAMP NOT USED Scale: 3/4" = 1'-0" 4DT WINDOW CALLOUT Scale: 3/4" = 1'-0" 5DT WINDOW ELEVATION Scale: 3/4" = 1'-0" 6DT WINDOW SECTION Revision Schedule Rev Date By Description 05/08/2024 LINTELSILL NOTE: SEAL GLASS POCKET OF DOOR JAMB AT SILL. NOTE: SEALANT ON BACK LEGOF FLASHING TO BE APPLIEDPRIOR TO INSTALLATION OFFRAME. NOTE: SEAL OVER HEADS OF ALL PERIMETER OPENINGS. SHEET ALUM.END DAM SEALANT FLASHING 6" 2" VERIFY HEIGHT OF BACK DAM WITH WINDOW MANUFACTURER AND INTERIOR TRIM, 3/4" MINIMUM BACK DAM FRAME DEPTH + 1/2" VERIFY 24 GAUGE SHEET METAL SILL PAN, FULLY SOLDERED, SET PAN IN FULL BED OF SEALANT, DO NOT PENETRATE HORIZONTAL SURFACES WITH FASTENERS SLOPE SILL PAN TO DRAIN1/4" 1/2" 1" 1/2" 1"1/4"UNBROKEN FOLDED END DAM 24 GAUGE SHEET METAL HEAD FLASHING WITH 7 DEGREE SLOPE FULLY SOLDERED END DAM 24 GAUGE SHEET METAL HEAD FLASHING WITH 7 DEGREE SLOPE 6" 6" SOLDERED END DAM FOLDED END DAMHEMMED DRIP EDGE, TYPICAL HEAD DEPT H +1/8" HEAD DEPT H +1/8" HEMMED DRIP EDGE, TYPICAL CUT PENETRATION FLASHING AND FOLD THROUGH ROUGH OPENING, MINIMUM 2". 2" 2" EXTEND PENETRATION FLASHING 12" BEYOND ROUGH OPENING AT EACH END OF SILL ATTACH PENETRATIONFLASHING TO ROUGHOPENING AT INTERIORFACE OF FRAMING BUTTERFLY BOTTOMCORNERS WITHSELF-ADHESIVEFLEXIBLE FLASHING. 12" 9" 12" . SHEET METAL SILL PANS, DO NOT PENETRATE PANS WITH FASTENERS * SEE DETAILS 13 AND 14FOR TYPICAL PANS SET SILL PAN INBEAD OF SEALANTAS SHOWN, SLOPEPAN TO DRAIN . CUT PENETRATIONFLASHING AND FOLDTHROUGH ROUGHOPENING, MINIMUM 2" 18" 2" 9" 9" . 9" 9" 9" 9" 9" FACTORY FORMEDCORNER BOOTS . 2" 18" 18" 9" . INSTALL STOREFRONT PER MANUFACTURER'S SPECIFICATIONS, IF WINDOW INSTALLATION DIFFERS FROM MANUFACTURER'S INSTALLATION INSTRUCTIONS, NOTIFY ARCHITECT OF DISCREPANCIES INSTALL 3/8" WIDE SEALANT JOINT (MINIMUM) WITH BACKER ROD AROUND INTERIOR PERIMETER OF STOREFRONT SLEEVE AT HEAD, JAMBS, AND SILL NOTE: VIEW OF WINDOW FROM INTERIOR AT SILL, INSTALL SEALANT JOINT BETWEEN BACKDAM OF SILL PAN AND WINDOW . INSTALL 24 GA HEAD FLASHING, SEE DETAILS FOR TYPICAL FLASHING DETAILS LAP WEATHER RESISTIVE BARRIER FROM ABOVE OVER HEAD AND JAMB LASHING, HORIZONTAL LAPS TO BE 6" MINIMUM, VERTICAL LAPS TO BE 12" MINIMUM . TAPE ALL SEAMS WITH MANUFACTURER APPROVED AIR BARRIER TAPE. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 1 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t A509 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA TYPICAL FLASHINGDETAILS Scale: 1 1/2" = 1'-0" 08FLASHING DETAIL AT JAMB Scale: 1" = 1'-0" 13TYPICAL WINDOW PAN (SHEET METAL) Scale: 3/4" = 1'-0" 17TYPICAL HEAD FLASHING Scale: 3/8" = 1'-0" 04STEP A: SILL PENETRATION FLASHING Scale: 3/8" = 1'-0" 03STEP B: SILL PLAN Scale: 3/8" = 1'-0" 07STEP C: JAMB PENETRARION FLASHING Scale: 3/8" = 1'-0" 11STEP D: HEAD CORNER BOOTS Scale: 3/8" = 1'-0" 16STEP E: HEAD PENETRATION FLASHING Scale: 3/8" = 1'-0" 01STEP F: STOREFRONT Scale: 3/8" = 1'-0" 05STEP G: INTERIOR SEALANT JOINT Scale: 3/8" = 1'-0" 09STEP H: HEAD FLASHING Scale: 3/8" = 1'-0" 14STEP I: WEATHER RESISTIVE BARIER Revision Schedule Rev Date By Description 05/08/2024 DUARTE & BALDWIN 747 DUARTE ROAD, ARCADIA, CA 91007 STRUCTURAL NOTES & SPECIFICATIONS GENERAL REQUIREMENTS 1.The builder has contracted with Nelson Engineers to provide the minimum structural engineering drawings required. Plans are not extensively detailed as they have been produced solely for the use of a knowledgeable and experienced contractor. The contractor is responsible for selecting all systems, materials, connections and details not provided in this set of plans. All construction and workmanship shall conform to the current building code. The contractor is solely responsible for the quality and construction standards on this project. 2.Plans are intended for use at the location listed only and shall not be used at any other locations. 3.Construction shall conform to all applicable codes and regulations governing the site work. 4.Contractor is responsible for checking dimensions, framing conditions and site conditions. Plans are not to be scaled for any purpose. Architect and engineer are to be notified immediately of any discrepancies pertaining to the working drawings. 5.The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc. is the sole responsibility of the contractor and has not been considered by the structural engineer. The contractor is responsible for the stability of the structure prior to the application of all shear walls, roof diaphragms, and finish materials. Contractor shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials. observation visits to the site by the structural engineer shall not imply that inspections have been performed for the above mentioned items. 6.These plans and specifications are not to be modified without the written approval from Nelson Engineers. Requests for modification to the plans or specifications must be made by the contractor or they're sub-contractors in writing. WOOD SPECIFICATIONS 1.All structural lumber shall be Douglas Fir Larch conforming to west coast lumber inspection bureau grading rules #17. Moisture content not to exceed 19% at time of construction. 2.Wood-based structural use panels shall meet the requirements of DOC PS 2-10. Structural sheathing may be either OSB or plywood. 3.Structural Composite Lumber (SCL) shall conform to the manufacturer's ICC report in compliance with the governing building code for the project listed. 4.Engineered Glu-Lam beams shall be inspected and an A.I.T.C. Certificate of Compliance shall be provided to the inspector prior to installation. All Glu-Lam beams shall be fabricated with waterproof glue with standard camber U.N.O. 5.Glu-Lam beams may not be substituted for Structural Composite Lumber (SCL) beams unless written authorization is provided by the engineer of record. 6.All wood framing members directly against concrete or masonry installed in a dry or enclosed environment shall be pressure treated doug-fir treated with sodium borate (SBX/DOT). Corrosion resistant connectors are not required with sodium borate treated lumber. If other treatments are used, galvanized fasteners per "Fastener Requirements" note 3 are required. 7.Lumber grade stamps are to remain in place after installation where possible. 8.Lumber grades are to be as follows: Studs up to 10'-0"................................................................................................................Stud grade Studs over 10'-0".........................................................................................................................DF #2 Blocking....................................................................................................................Standard or better Plates & Sill..............................................................................................................Standard or better Top Plates...................................................................................................................................DF #2 4x4 Beams/Posts.....................................................................................................Standard or better 4x6 through 4x12 Beams/Posts..................................................................................................DF #2 4x14 Beams/Posts.......................................................................................................................DF#1 6x & larger Beams/Posts.............................................................................................................DF #1 2x Rafter/Joist.............................................................................................................................DF #2 9.Utility grade lumber is unacceptable for any purpose. 10.Structural Composite Lumber (SCL) is to meet the following minimum requirements: Fb = 2325 psi Fv = 285 psi E = 1.55 x 10⁶ 11.Glu-lam beams are to meet the following minimum requirements: Combination 24F-V4 (Single span) Combination 24F-V8 (Cantilevered & multi-span) 3,500' radius U.N.O. Fb = 2400 psi Fv = 265 psi E = 1.8 x 10⁶ 12.Roof Sheathing shall be 15/32" APA rated sheathing Exp 1 with a span rating of 24/0 with 8d nails at 6" o/c at edges and boundaries and 12" o/c field nailing. 13.Floor sheathing shall be 23/32" APA rated sheathing Exp 1 with a minimum span rating of 48/24 with 10d nails at 6" o/c at edges and boundaries and 10" o/c field nailing. ROOF FRAMING NOTES 1.Roof trusses are to be prefabricated factory trusses with a maximum spacing of 24" o/c. Do not cut any truss for any purpose. 2.Location of Girder/Drag/Collector trusses is to be as shown on the plans. 3.Drag trusses as noted on the plans are to be edge nailed with 8d nails at 6" o/c. 4.Provide 2x ridge blocking between trusses at all ridges. 5.Provide a Simpson H1 from truss/rafter to top plate for all 1-ply trusses. Provide a Simpson H2.5 from truss/rafter to top plate for all multi-ply or gable end conditions. 6.Ridge boards and hip/valley rafters to have a depth equal to or greater than the depth of the cut edge of the rafters framing into them. 7.Roof pitch is to be as specified in the architectural drawings. 8.Roof sheathing to continue below overframing. FLOOR FRAMING NOTES 1.Floor joists are to be I-joists from one of the manufacturer's listed below: Trus Joist.............................................................................................................................ESR-1153 Louisiana Pacific..................................................................................................................ESR-1305 Boise Cascade.....................................................................................................................ESR-1336 Roseburg Forest Products...................................................................................................ESR-1251 2.Floor joists are not to be cut or modified without written authorization from the manufacturer and the engineer of record. 3.Where a non-bearing wall parallel to joists exceeds 10'-0" in length and occurs 3" or more from the face of a floor joist, provide an additional joist below the wall. 4.Aligned solid drag joists as noted on the plans are to be edge nailed with 8d's at 6" o/c. 5.Adhesive used to attach floor sheathing to framing elements shall conform with APA specifications AFG-01. GENERAL FRAMING NOTES 1.Conventionally framed portions of the structure are to be in conformance with chapter 23 for light framed construction. 2.Top plates of all stud walls to consist of (2) 2x's the same width as the studs U.N.O. Top plates to have a minimum lap of 48", spliced together with a minimum of (12) 16d's at each side of each lap. Intersecting partition walls to have (3) 16d's at each lap. 3.Studs in exterior, bearing or shear walls to be spaced not more than 16" o/c. Interior non-bearing, non-shear walls to be spaced not more than 24" o/c. 4.Studs in exterior walls and interior bearing walls in buildings 2-stories in height or less shall be minimum 2" by 4" nominal in size. First floor walls of a 3-story building shall be minimum 2" by 6" or 3" by 4" nominal in size unless specified on plans. 5.Post/multiple studs are to be provided at lower floor below post/multiple studs above. Compression blocking of the same width and depth is also to be provided between floors in line with the post/multiple studs above and below. 6.At locations where a double sill plate is used to accommodate light-weight concrete floors, sill plate nailing is to be installed at both sill plates at 16" o/c max U.N.O. 7.Maximum allowable height for non-bearing interior wall studs shall be 14'-0" for 2x4 nominal at 24" o/c and 20'-0" for 2x6 nominal at 24" o/c. 8.For non-bearing interior walls, 2x4 flat headers are acceptable for a maximum opening of 3'-0". Refer to the non-bearing header schedule in detail 403 for other conditions. All bearing headers to be specified on the plans. 9.Provide fire stops at all intersections of stud walls at floor, ceiling and roof. Fire stops to be 2x nominal thickness and full width of the enclosed space. Fire stops to be placed a maximum of 10'-0" in the vertical direction. 10.All metal connectors specified on the plans to be Simpson Strong-Tie or USP with equal or greater ICC approved load values. All metal connectors are to be installed per the manufacturer's specifications. 11.Bolt holes in wood shall be 1/16" larger than the nominal bolt diameter. 12.Refer to detail 406 for notching and drilling of studs and top plates. I-joist and beam notching and drilling are to be addressed by the engineer on a case by case basis. 13.Provide (1) 2x trimmer at each end of each opening U.N.O. Refer to detail 405 for king stud requirements 14.All beams to be supported with full bearing U.N.O. 15.Built-up beams are not acceptable except where specifically noted on the plans. 16.Provide a 1/4" to 3/4" gap between top plates and truss or joist bottom chord at non-bearing wall conditions. Simpson DTC is to be used at perpendicular wall conditions. 17.A35, LTP4 or LS50 may be used interchangeably for all connections as needed. 18.Provide a minimum 4x4 post at all hold down locations, U.N.O. 19.Sheathing used in construction of shear walls to be 4'-0" x 8'-0" minimum except at boundaries or at changes in framing where panel width is to be 16" minimum. 20.All shear wall panel edges to have framing members or blocking. 21.Typical hangers are as follows U.N.O. Hanger depth to match depth of supported member: Manufactured Roof Truss to girder..................................................................................Per truss mfr. Manufactured Roof truss to beam..............................................................................................LUS26 Manufactured Roof truss to 2x ledger........................................................................................LUS26 I-joist to beam.................................................................................................................................IUS I-joist to 2x ledger...........................................................................................................................IUS Conventional joist to beam............................................................................................................LUS Conventional joist to 2x ledger......................................................................................................LUS Manufactured floor truss to floor girder...........................................................................Per truss mfr. Manufactured floor truss to beam.............................................................................................LUS46 Manufactured floor truss to 2x ledger.......................................................................................LUS46 FASTENER REQUIREMENTS 1.Nails listed under ESR-3072 are not acceptable. 2.All nails must be domestically manufactured. 3.All fasteners and hardware in contact with pressure treated lumber other than SBX-DOT are to be hot dipped zinc-coated galvanized or stainless steel. 4.Lag screws and wood screws are to be screwed into place and not driven into place. 5.The following washer requirements apply to all non-shear wall applications, refer to detail 111 for washer requirements at shear wall locations: a.1/2" Ø.......................................................................................Min. 1 3/4" Ø x 9/64" thick washer b.5/8" Ø.....................................................................................Min. 2 1/2" Ø x 11/64" thick washer 6.All bolts shall be tightened at time of installation and re-tightened prior to covering of wall framing. 7.Bolt holes in wood shall be 1/16" larger than the nominal bolt diameter. 8.Fasteners specified in these drawings shall meeting the following requirements: a.8d Common...............................................................................................................2 1/2 x 0.131 b.10d Common...................................................................................................................3 x 0.148 c.16d Common.............................................................................................................3 1/2 x 0.162 d.8d Sinker...................................................................................................................2 3/8 x 0.113 e.10d Sinker.................................................................................................................2 7/8 x 0.120 f.16d Sinker.................................................................................................................3 1/4 x 0.148 g.16d Short...................................................................................................................3 1/4 x 0.131 9.All hardware shall be nailed per the manufacturer's specifications. 10.Standard nailing is as follows. All nails to be common U.N.O.: Joist to sill or girder, toenail...........................................................................................................3-8d Bridging to joist, toenail each end.................................................................................................2-8d 1" x 6" subfloor or less to each joist, face nail...............................................................................2-8d Wider than 1" x 6" subfloor to each joist, face nail........................................................................3-8d 2" subfloor to joist or girder, blind and face nail..........................................................................2-16d Sole plate to joist or blocking, face nail...................................................................16d box at 16" o/c Sole plate to joist, at braced wall panel.............................................................(3) 16d box at 16" o/c Top plate to stud, end nail..........................................................................................................2-16d Stud to sole plate.............................................................................................................4-8d toe nail 2x sole: 2-16d 3x sole: 2-20d box Double studs, face nail............................................................................................16d box at 24" o/c Double top plates, face nail.....................................................................................16d box at 16" o/c Double top plate, lap splice.........................................................................................................8-16d Blocking between joist or rafter to top plate, toe nail.....................................................................3-8d Rim joist to top plate, toe nail.............................................................................................8d at 6" o/c Top plates, laps and intersections, face nail...............................................................................2-16d Continuous header, two pieces..........................................................16d at 16" o/c along each edge Ceiling joists to plate, toe nail.......................................................................................................3-8d Continuous header to stud, toe nail..............................................................................................4-8d Ceiling joists, laps over partitions, face nail................................................................................3-16d Ceiling joists to parallel rafters, face nail.....................................................................................3-16d Rafter to plate, toe nail..................................................................................................................3-8d 1" diagonal brace to each stud and plate, face nail.......................................................................2-8d 1" x 8" sheathing to each bearing, face nail..................................................................................3-8d Wider than 1" x 8" sheathing to each bearing, face nail...............................................................3-8d Built-up corner studs......................................................................................................16d at 24" o/c Built-up girder and beams, face nail....................................................20d at 32" o/c, top and bottom, staggered on opposite sides Built-up girder and beams, face nail................................................2-20d at ends and at each splice 2" planks...........................................................................................................2-16d at each bearing PRE-MANUFACTURED TRUSS REQUIREMENTS 1.Truss drawings and calculations shall be submitted to the engineer and building department for review and approval of the design loads, configuration and shear transfer prior to fabrication. It shall be the responsibility of the manufacturer to obtain building department approval of calculations and shop drawings. 2.Truss drawings and calculations shall have the original signature of the structural engineer licensed in this state that is responsible for their preparation. 3.Complete truss layouts shall be provided to the engineer for review including truss identification numbers clearly identified on layouts. ICC approval for all metal connector plates shall be provided. 4.All trusses to be spaced 24" o/c max. with a minimum 2x4 top chord, bottom chord and webs. 5.Trusses to be designed using Douglas Fir Larch lumber. Hem Fir lumber is not allowed unless written prior authorization from Nelson Engineers is received. 6.Trusses shall be designed in accordance with the latest local adopted building code for all loads imposed, including vertical loads, lateral loads and mechanical equipment loads. 7.All gable end trusses to be designed to transfer 180 plf from top chord to bottom chord U.N.O. 8.Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within two feet of the center of the span on the face of the bottom chord: a.Identity of the company manufacturing the truss. b.The design load. c.The spacing of the truss. d.At locations where trusses are spaced 30" apart for attic access ladder blocking at 24" o/c is to be installed. e.All truss hanger connections are to be designed by the truss manufacturer. f.Cross bridging and/or bracing shall be provided and detailed by the truss manufacturer as required to adequately brace all trusses. CONCRETE & REINFORCEMENT REQUIREMENTS 1.All reinforced concrete construction shall conform to chapter 19 of the building code. 2.All dimensions are to be verified with the architectural drawings. It is the responsibility of the subcontractor to verify all dimensions prior to the start of construction. The engineer of record shall be notified immediately of any discrepancies. 3.Concrete strength to be minimum 2,500 psi at 28 days U.N.O. in the project design criteria. 4.Concrete shall be normal normal weight concrete U.N.O. and meet the requirements listed in the design criteria requirements for this project. 5.Cement shall conform to ASTM C150 and shall be in conformance with the requirements set forth in the soils report (When provided) to satisfy site soil conditions. 6.Aggregate shall be natural sand and rock conforming to ASTM C33. 7.Reinforcing bars shall conform to ASTM A615 and to be grade 40 for #3 and #4 bars and grade 60 for #5 bars and larger. Welded wire mesh shall conform to ASTM A185 and be lapped a minimum of 12". All slab reinforcement is to be centered in the slab. 8.All bars shall have the following minimum lap: Rebar size Lap length Rebar size Lap length #3............................24"#4............................24" #5............................39"#6............................48" #7............................69"#8............................78" 9.Refer to detail 112 for information regarding standard rebar hooks and bends. 10.Dowels for walls and columns shall be the same size and spacing as the wall/column reinforcing U.N.O. 11.All anchor bolts, hold down anchors, hardware, reinforcing bars, etc. must be tied in place prior to placing concrete. 12.Minimum concrete cover for reinforcing is as follows U.N.O.: a.Concrete placed against earth (Except slab)..............................................3" b.Concrete placed against earth but placed in forms.....................................2" c.Slab on grade (To be centered in slab).......................................................2" 10.Pipes may pass through structural concrete in sleeves but shall not be embedded therein. 11.Where type V cement is required due to sulfate conditions in the site soil, f'c = 4,500 psi (28 days) shall be used. Refer to ACI 318-19, section 19.3 for additional requirements. Sheet Index SN-1 Structural General Notes & Requirements SD-1.0 Structural Details Plan 1 S1-1.0 Foundation Plan S1-2.0 Roof Framing Plan S1-3.0 Trash Enclosure Plan SHEARWALL SCHEDULE SW TYPE DESCRIPTION SHEAR CAPACITY (PLF) FDN. SILL 5/8" ANCHOR BOLT SPACING ALT. MASA SPACING SILL CONNECTION (UPPER FLOOR) M 3/8" APA RATED SHEATHING w/ 8d's AT 6" o/c EDGE & 12" o/c FIELD 260 2x 48" o/c 24" o/c 16d SINKERS (0.148) AT 4" o/c 3/8" APA RATED SHEATHING w/ 8d's AT 4" o/c EDGE & 12" o/c FIELD 350 2x 32" o/c 16" o/c (2) ROWS 16d SINKERS (0.148) AT 6" o/c 3/8" APA RATED SHEATHING w/ 8d's AT 3" o/c EDGE & 12" o/c FIELD 490 2x 12" o/c 8" o/c (2) ROWS 16d SINKERS (0.148) AT 4" o/c 3/8" APA RATED SHEATHING w/ 8d's AT 2" o/c EDGE & 12" o/c FIELD 600 2x 8" o/c N/A (1) ROW 1/4" x 3 1/2" SDS SCREWS AT 4" o/c 15/32" STRUCT. 1 APA RATED SHEATHING w/ 10d's AT 2" o/c EDGE & 12" o/c FIELD 870 2x 12" o/c N/A (1) ROW 1/4" x 3 1/2" SDS SCREWS AT 4" o/c a.SHEAR VALUES ARE FOR DOUG-FIR LARCH WITH A STUD SPACING OF 16" o/c. SHEATHING IS TO MEET THE REQUIREMENTS OF CBC SECTION 2303.1.4. b.ALL PANEL EDGES TO BE BACKED WITH 2x OR WIDER FRAMING MEMBERS. SHEAR WALL TYPES 3, 2 & 1 ARE TO HAVE MINIMUM 3x FRAMING MEMBERS AT ADJOINING PANEL EDGES WITH STAGGERED NAILING. c.PROVIDE 3x FOUNDATION SILL AT ALL DOUBLE SIDED SHEAR WALLS. d.WHERE PANELS ARE APPLIED TO BOTH FACES OF THE WALL WITH NAIL SPACING LESS THAN 6" o/c, PANEL JOINTS SHALL BE OFF-SET, MIN. 1-BAY OR FRAMING SHALL BE 3x OR WIDER, NAILS STAGGERED ON EACH SIDE. e.ALL TOP PLATE NAILING TO BE INTO THE "UPPER" TOP PLATE. f.PROVIDED 3" X 3" X 0.229" SLOTTED STEEL PLATE WASHERS AT ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHERS TO BE PLACED A MAXIMUM OF 12" FROM SHEATHED FACE OF WALL. g.REFER TO THE NAILING REQUIREMENTS ON SHEET SN-1 FOR NAILS LISTED ABOVE, NAILING AT JOINTS AND SILL PLATES SHALL BE STAGGERED FOR SHEAR WALL TYPES 3, 2 & 1. STATEMENT OF SPECIAL INSPECTION The following items require special inspection and testing per section 1704 and 1705 of the 2022 CBC: ·Post installed hold down anchor bolts installed with epoxy.........................................................CBC 1704 Note: Unless otherwise required by the building official, special inspection is not required for seismic components for detached one- and two-family dwellings not exceeding two stories above grade plane. CBC 2022 Section 1705.11. Special inspection requirements are to be verified with the building official prior to construction. Design Criteria Building Code: 2022 California Building Code Gravity Loads Live Dead Total Roof.........................................................20 psf.............................20 psf.............................40 psf Floor........................................................40 psf.............................14 psf.............................54 psf Wall (Exterior).........................................-......................................14 psf.............................14 psf Wall (Interior)..........................................-......................................10 psf.............................10 psf Lateral Loads Seismic Wind Seismic Design Category: D Wind Speed: 110 mph Site Class: D Wind Exposure: C Ss: 2.008 Sds: 1.339 Internal Pressure Coef: 0.18 S1: 0.706 Sd1: 1.180 Exterior Cladding: 16 psf Cs: 0.21 Design base shear: Per Plan Response Modification Factor, R: 6.5 Analysis Procedure...Equivalent Lateral Force Proc. Seismic Force Resisting System..Bearing Wall Sys. Foundation Design Parameters Soils Engineer: TBD Allowable Soil Bearing: 2,500 psf Report Number: TBD Min. Compressive Date: TBD Strength (28 Days): 2,500 psi Sulfate Exposure: N/A Cement Type: II Corrosivity: N/A Max. Water/Cement Ratio: 0.65 Total Expected Soil Settlement: 1" in 40'Expansion Category: TBD Revision Schedule Rev Date By Description Revision Schedule Rev Date By Description EDDY AGUILAR DAVID NELSON 03-25-2024 SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 01/25/24 Plan Check 1E.A. 02/22/24 Struct. Revs.E.A. 03/25/24 Plan Check 2E.A. SN-1.0 05/08/2024 100SHEAR PLATE AND BOLTS 101BEAM TO BEAM CONN. D2 (in) 1.1/2 No M. BOLT dia. (in)TYPEGr.t (in) SHEAR PLATEBEAM SIZE SHEAR PLATE AND BOLT SCHEDULE weld (in) 2 3 4 5 7/8 7/8 7/8 7/8 6 7/8 A325/A449 A325/A449 A325/A449 A325/A449 A325/A449 SHEAR PLATE D1 3" O.C. D2 D1 1/4 1/4 3/8 3/8 1/4 1/4 1/2 1/2 5/8 3/8 W12x &W14x W18x W16x W21x &W24x W8x &W10x D1 (in) 1.1/2 FACE OF SUPPORTING MEMBER 1.1/21.1/2 1.1/21.1/2 1.1/21.1/2 1.1/21.1/2 N N N N N FULL DEPTH SHR. PLATE SHR.PLATE, BOLT & WELD PER DETAIL 100 EDGE NAILING STEEL BEAM PER PLAN 102STEEL BEAM TO JOIST 103NAILER AT STEEL BEAM TWO ROWS OF 3/4" M.B. MAX. SPACING @ 24" O.C. STAGGERED 1 & @ MOMENT FRAME 5/8" Ø STUD @ 12" O.C. BELOW SHEAR WALL 1/2" NELSON STUD @ 24" O.C. MAX. USE 4 2x OR 1 3/4" SCL SIDE NAILER WHERE NEEDED3 2 4x CONT. WOOD NAILER ON TOP OF BM.1 2 4 3 NAILER PER DETAIL 103 ITS HANGER ROOF JOIST PER PLAN 104ROOF JOIST TO WALL - PERP. 4X CONT. LEDGER WITH (2) ROWS THDB62800H's TITEN HD's @ 12" O.C. STAGGERED AND 2" DIA. X 5/32" CUTWASHERS TYPICAL, 4 12" MIN. EMBEDMENT a.PROVIDE 58" Ø ALL-THREAD WITH SIMPSON SET-XP EPOXY WITH 5" EMBEDMENT AT THE TILT UP WALL. 2 X BLOCKING EACH SIDE W/ 2 ROWS OF 10d NAILS STAGGERED (MIN.20-10d NAILS) SIMPSON "HTT4" AT 48" o/c STEEL BEAM TO WALL - PERP. PLYWOOD SHEATHING STEEL BEAM PER PLAN BEARNG PLATE 6"X 3/8" X 1'-0" WITH 4-7/8" DIA. X 8" LONG W.S. w/ SIMPSON SET-XP EPOXY INSTALL PER ESR-2508 3" 3" 1/4 1/4 LEDGER PER PLAN ASECTION ELEVATION A CEMENT PLASTER ALL AROUND POCKET FACE AND DRYPACK 105 34" CLEAR BETWEEN STEEL BEAM & WALL BEARNG PLATE 6"X 3/8" X 1'-0" WITH 4-7/8" DIA. X 8" LONG W.S. w/ SIMPSON SET-XP EPOXY INSTALL PER ESR-2508 STEEL BEAM PER PLAN RTU CONNECTION 106 6X8 BLOCKING CENTERED AND ALONG RTU CURB 6X8 BLOCKING ALONG RTU CURB w/ HUC HANGER HGA10-KT, EACH SIDE TO TOP CHORDROOF FRAMING PER PLAN UNIT CURB BY OTHERS CONT. 2X w/ HGA10-KT TO BLKG BELOW RTU UNIT STEEL BEAM PER PLAN 107CURB AT STEEL BEAM 'H ' SKYLIGHT AND CONNECTION TO CURB BY OTHERS (2) ROWS OF SDS25300 AT 24" o/c, STAGGERED, TYP. 2X6 PLATE, MAX H=6" a.REFER TO DETAIL 102 FOR INFORMATION NOT SHOWN. a.REFER TO DETAIL 107 FOR SKYLIGHT CURB. 108STRAP AT OPENING STEEL BEAM PER PLAN STEEL BEAM PER PLAN ROOF FRAMING PER PLAN 2X BLKG CS14 STRAP a.REFER TO DETAIL 101 FOR INFORMATION NOT SHOWN. b.REFER TO DETAIL 103 FOR NAILER REQUIREMENTS. 109ACCESS OPENING ROOF FRAMING PER PLAN 2X WALL AS OCCURS 6X10 BLOCKING AT OPENING w/ BA HGR TO TRUSS 110TRUSS TO WALL - PERP. 4X8 CONT. LEDGER WITH (2) ROWS THDB62100H's TITEN HD's @ 6" O.C. STAGGERED AND 2" DIA. X 5/32" CUTWASHERS TYPICAL, 6" MIN. EMBEDMENT 1 12" X 3 12" LSL EACH SIDE (ATTACHED BY REDBUILT) HD5B CONNECTED w/ (2) 34" BOLTS EACH SIDE (BY REDBUILT) a.PROVIDE 58" Ø ALL-THREAD WITH SIMPSON SET-3G EPOXY WITH 6" EMBEDMENT AT THE TILT UP WALL. b.PROVIDE BLKG BETWEEN TRUSSES w/ 16d's AT 4" o/c TO LEDGER. E.N. TO BLKG 111TRUSS TO WALL - PAR. 4X8 CONT. LEDGER WITH (2) ROWS THDB62100H's TITEN HD's @ 6" O.C. STAGGERED AND 2" DIA. X 5/32" CUTWASHERS TYPICAL, 6" MIN. EMBEDMENT SIMPSON "CMST12" STRAP TIE AT 4'-0" O.C. IN LINE WITH STRAP BELOW 4X BLOCKING AT STRAPS WITH WITH SIMPSON "Z" CLIPS @ EACH END. MIN. 3 BAYS 4X8 BLOCKING w/ BA HGR TRUSSES PER PLAN SIMPSON "HD7B" BOTH SIDES AT 48" o/c E.N. TO LEDGER HD5B CONNECTED w/ (2) 34" BOLTS EACH SIDE a.PROVIDE 5 8" Ø ALL-THREAD WITH SIMPSON SET-3G EPOXY WITH 6" EMBEDMENT AT THE TILT UP WALL. TRUSS PER PLAN ALIGN DOUBLE TRUSS w/ WALL ABOVE TYPE SHEAR WALL 16d S.P.N. AT 4" o/c INTO TRUSS BELOW 112TRUSS TO WALL - PAR. 2X CRIPPLE STUDS AT 16" o/c EXISTING ROOF FRAMING S-CLIP Revision Schedule Rev Date By Description Revision Schedule Rev Date By Description EDDY AGUILAR DAVID NELSON 03-25-2024 SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 01/25/24 Plan Check 1E.A. 02/22/24 Struct. Revs.E.A. 03/25/24 Plan Check 2E.A. SD-1.0 05/08/2024 FOUNDATION REQUIREMENTS 1.The foundation design shown is for an expansion index (EI) < 51 with a total expected settlement not to exceed 1" over 40'. An alternate design is to be provided by the client/owner for soil conditions not falling within these parameters. 2.Field to verify that foundation design is in conformance with the final soils report prior to calling for foundation inspection. 3.Owner/contractor shall submit foundation design documents to the geotechnical engineer of record for review prior to the start of construction. 4.Pre-saturation of subgrade soils and daylight setbacks for exterior footings shall be in conformance with the final soils report. 5.The bottoms of footing excavations shall be level, clean and free of loose material or water prior to placement of concrete. Over excavation shall be filled with concrete. Back fill shall not be placed until supporting foundations, walls and slab have attained sufficient strength to support lateral soil pressure. 6.The concrete mix design shall be provided by the concrete supplier. The mix shall be in conformance with the design parameters set forth on sheet SN-1. 7.Refer to sheet SD-4 for typical conditions not noted on the plans. 8.All footing dimensions are to be into undisturbed soil or approved engineered fill. Footing depth to be measured from top of lowest adjacent soil grade not to include any future material such as base, concrete, asphalt, etc. 9.All dimensions shall be per the latest set of architectural plans U.N.O. The engineer is to be notified immediately of any discrepancies between the architectural plans and the engineering plans. 10.Minimum dimension of 8" between wood and earth is to be maintained at all times. 11.Refer to detail 110 for pressure treated sill plate attachment to foundation and anchor bolt length requirements. 12.Anchor bolts shall have 7" embedment into concrete from top of slab at monopour. Embedment shall be taken from top of cold joint at 2-pour condition. Embedment shall be from top of curb/wall at curb/wall condition. 13.Provide minimum (2) anchor bolts or masa per piece of sill plate. An anchor bolt or masa must be located within 7" minimum and 12" maximum from the end of the sill plate or plate break. 14.Anchor bolt shall maintain 1 3/4" edge distance to edge of concrete. 15.At non-shear locations, anchor bolts shall secure the sill plate in place with nut and washer sized per note 5 under "Fastener Requirements" on sheet SN1. At shear wall locations, anchor bolts shall secure the sill plate in place with 3" x 3" x 0.229" slotted plate washers. Washer to be placed 1/2" max. from inside face of shear panel. Slot to be no more than 3/16" larger than the bolt diameter. Slot length not to exceed 1 3/4" provided a standard cut washer is installed between plate washer and nut. 16.Holdowns are to be installed per the latest manufacturer's recommendations. Holdown anchors are to be tied in place prior to calling for foundation inspection. Footings to be deepened as needed. 17.Post tension design may be provided by others. These drawings may be used to locate hardware, point loads (>5K noted) and line loads (>1K plf noted). 18.Foundation design based on monolithic pour (One continuous pour). Refer to detail 101 for dual pour requirements. SHEARWALL A.B. REQUIREMENTS SW TYPE FDN. SILL 5/8" ANCHOR BOLT SPACING ALT. MASA SPACING 2x 48" o/c 24" o/c 2x 32" o/c 16" o/c 2x 12" o/c 8" o/c 2x 8" o/c N/A 2x 12" o/c N/A CONCRETE PAD REQUIREMENTS PAD TYPE REQUIREMENTS 24" SQ. x 18" DP. PAD w/ (4) #4 BARS B.E.W. 30" SQ. x 18" DP. PAD w/ (5) #4 BARS B.E.W. 36" SQ. x 18" DP. PAD w/ (6) #4 BARS B.E.W. 42" SQ. x 18" DP. PAD w/ (7) #4 BARS B.E.W. 48" SQ. x 18" DP. PAD w/ (8) #4 BARS B.E.W. FOOTING LEGEND PAD TYPE REQUIREMENTS 1-STORY, VERY LOW EXPANSION (EI <20) 2-STORY, VERY LOW EXPANSION (EI <20) 1-STORY, LOW EXPANSION (20 <EI <50) 2-STORY, LOW EXPANSION (20 <EI <50) GRADE BEAM PER PLAN SCALE : 1/4" = 1'-0" BUILDING FOUNDATION PLAN EXISTING FOUNDATION TO REMAIN, NO CHANGES REQUIRED Revision Schedule Rev Date By Description Revision Schedule Rev Date By Description EDDY AGUILAR DAVID NELSON 03-25-2024 SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 01/25/24 Plan Check 1E.A. 02/22/24 Struct. Revs.E.A. 03/25/24 Plan Check 2E.A. S1-1.0 Foundation Plan 05/08/2024 FRAMING REQUIREMENTS 1.Refer to the structural general notes and details sheet for information not specifically called-out on the plans. 2.Refer to the "Wood Framing Notes" and "General Framing Notes" on sheet SN1 for sheathing specifications for shear wall, roof and floor. 3.Refer to detail 302 for typical connection at all interior non-bearing wall conditions. 4.Refer to detail 311 for typical connections at California Framing. 5.Refer to detail 403 for non-bearing header requirements. 6.Refer to detail 406 for top plate and stud notching and drilling requirements. 7.Refer to detail 405 for king stud requirements. 8.Refer to detail 414 for "Solid Studs" requirements. 9.All beams noted on the plans are dropped U.N.O. 10.Walls up to 10'-0" in height to be 2x4 or 2x6 studs at 16" o/c. Walls over 10'-0" in height to be 2x6 studs at 16" o/c. 11.Roof sheathing to be continuous below California Fill framing. Refer to detail 311 for further clarification. 12.Provide double joist below wall greater than 4'-0" in length at parallel, non-bearing walls above. SYMBOLS LEGEND SPAN AND DIRECTION OF PRE-MANUFACTURED ROOF TRUSSES AT 24" o/c, TYPICAL UNLESS NOTED OTHERWISE SPAN AND DIRECTION OF FLOOR FRAMING AS NOTED SPAN AND DIRECTION OF DECK FRAMING AS NOTED SHEAR WALL NUMBER, REFER TO SHEET SN-1, SHEAR WALL LENGTH AS NOTED BEAM NUMBER, REFERENCE STRUCTURAL CALCULATIONS DETAIL NUMBER, REFERENCE AS FOLLOWS: (000 SERIES - TYPICAL CONDITIONS, SHEET SN-1) (100 SERIES - FOUNDATION DETAILS, SHEET SD-1) (200 SERIES - FLOOR DETAILS, SHEET SD-2) (300 SERIES - ROOF DETAILS, SHEET SD-3) CALIFORNIA FRAMING I-JOIST REQUIREMENTS MANUFACTURER TYPE DEPTH TRUS JOIST BOISE CASCADE ROSEBURG FOREST PRODUCTS LOUISIANA PACIFIC D 11 7/8"110, 210 5000 20 20W 14"110, 210 6000 20 20W 18"360 90 700 - C 11 7/8"210 6000 400 20W 14"210 6000 400 20W 16"230 6500 400 32W B 11 7/8"230 6500 400 32W 14"230 6500 400 32W 16"230 6500 400 32W A 11 7/8"360 60 70 36 14"360 60 70 36 16"360 60 70 36 STRUCTURAL COMPOSITE LUMBER REQUIREMENTS (SCL) MECHANICAL PROPERTIES BEAM WIDTH LESS THAN OR EQUAL TO 3 1/2" Fb 2325 psi TJI PARALLAM - PSL Fv 285 psi TJI TIMBERSTRAND - LSL E 1.55x10⁶BCI VERSA-LAM 2600 - LVL BCI VERSA-LAM 2650 - LVL BCI VERSA-LAM 2800 - LVL BCI VERSA-LAM 3100 - LVL 1.8E ROSEBURG RIDIGLAM - LVL 2.0E ROSEBURG RIGIDLAM - LVL 1.9E LP GANG-LAM - LVL 2.0E LP GANG-LAM - LVL MECHANICAL PROPERTIES BEAM WIDTH GREATER THAN 3 1/2" Fb 2900 psi TJI PARALLAM - PSL Fv 285 psi BCI VERSA-LAM 3100 - LVL E 2.0x10⁶2.0E ROSEBURG RIDIGLAM - LVL 2.0E LP GANG-LAM - LVL GLU-LAM BEAMS (GLB) MECHANICAL PROPERTIES BEAM TYPE Fb 2400 psi SINGLE SPAN - 24F-V4 Fv 265 psi MULTI SPAN - 24F-V8 E 1.8x10⁶CANTILEVERED - 24F-V8 SCALE : 1/4" = 1'-0" BUILDING ROOF FRAMING PLAN EXISTING SAFE AREA TO BE SEALED OFF BACKBAR WORKROOM RESTROOM 1 CAFE SEATING AREA ELECTRIC GEAR ROOM EXISTING SAFE AREA TO BE SEALED OFF PARTNER REST AREA RESTROOM 2 (E)(E) (E)(E) (E ) (E ) (E ) R O O F TR U S S E S 14 " T Y P E ' A ' I - J O I S T AT 2 4 " o / c 14 " T Y P E ' A ' I - J O I S T AT 2 4 " o / c W3 3 X 1 3 0 W3 3 X 1 3 0 W16X67 W16X67 TYP. (E ) R O O F TR U S S E S 32 - 3 5 . 6 - 3 2 " R E D - S PI T C H E D T R U S S E S AT 2 4 " o / c AL I G N D O U B L E T R U S S E S AT R T U L O C A T I O N AL I G N D O U B L E T R U S S E S AT R T U L O C A T I O N AL I G N D O U B L E T R U S S E S AT R T U L O C A T I O N AL I G N D O U B L E T R U S S E S AT R T U L O C A T I O N AL I G N D O U B L E T R U S S E S BE L O W W A L L A B O V E Revision Schedule Rev Date By Description Revision Schedule Rev Date By Description EDDY AGUILAR DAVID NELSON 03-25-2024 SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 01/25/24 Plan Check 1E.A. 02/22/24 Struct. Revs.E.A. 03/25/24 Plan Check 2E.A. S1-2.0 ROOF FRAMING Plan 05/08/2024 SCALE : 1/4" = 1'-0" TRASH ENCLOSURE ROOF FRAMING PLAN SCALE : 1/4" = 1'-0" TRASH ENCLOSURE FOUNDATION PLAN FOUNDATION REQUIREMENTS 1.The foundation design shown is for an expansion index (EI) < 51 with a total expected settlement not to exceed 1" over 40'. An alternate design is to be provided by the client/owner for soil conditions not falling within these parameters. 2.Field to verify that foundation design is in conformance with the final soils report prior to calling for foundation inspection. 3.Owner/contractor shall submit foundation design documents to the geotechnical engineer of record for review prior to the start of construction. 4.Pre-saturation of subgrade soils and daylight setbacks for exterior footings shall be in conformance with the final soils report. 5.The bottoms of footing excavations shall be level, clean and free of loose material or water prior to placement of concrete. Over excavation shall be filled with concrete. Back fill shall not be placed until supporting foundations, walls and slab have attained sufficient strength to support lateral soil pressure. 6.The concrete mix design shall be provided by the concrete supplier. The mix shall be in conformance with the design parameters set forth on sheet SN-1. 7.Refer to sheet SD-4 for typical conditions not noted on the plans. 8.All footing dimensions are to be into undisturbed soil or approved engineered fill. Footing depth to be measured from top of lowest adjacent soil grade not to include any future material such as base, concrete, asphalt, etc. 9.All dimensions shall be per the latest set of architectural plans U.N.O. The engineer is to be notified immediately of any discrepancies between the architectural plans and the engineering plans. 10.Minimum dimension of 8" between wood and earth is to be maintained at all times. 11.Refer to detail 110 for pressure treated sill plate attachment to foundation and anchor bolt length requirements. 12.Anchor bolts shall have 7" embedment into concrete from top of slab at monopour. Embedment shall be taken from top of cold joint at 2-pour condition. Embedment shall be from top of curb/wall at curb/wall condition. 13.Provide minimum (2) anchor bolts or masa per piece of sill plate. An anchor bolt or masa must be located within 7" minimum and 12" maximum from the end of the sill plate or plate break. 14.Anchor bolt shall maintain 1 3/4" edge distance to edge of concrete. 15.At non-shear locations, anchor bolts shall secure the sill plate in place with nut and washer sized per note 5 under "Fastener Requirements" on sheet SN1. At shear wall locations, anchor bolts shall secure the sill plate in place with 3" x 3" x 0.229" slotted plate washers. Washer to be placed 1/2" max. from inside face of shear panel. Slot to be no more than 3/16" larger than the bolt diameter. Slot length not to exceed 1 3/4" provided a standard cut washer is installed between plate washer and nut. 16.Holdowns are to be installed per the latest manufacturer's recommendations. Holdown anchors are to be tied in place prior to calling for foundation inspection. Footings to be deepened as needed. 17.Post tension design may be provided by others. These drawings may be used to locate hardware, point loads (>5K noted) and line loads (>1K plf noted). 18.Foundation design based on monolithic pour (One continuous pour). Refer to detail 101 for dual pour requirements. SHEARWALL A.B. REQUIREMENTS SW TYPE FDN. SILL 5/8" ANCHOR BOLT SPACING ALT. MASA SPACING 2x 48" o/c 24" o/c 2x 32" o/c 16" o/c 2x 12" o/c 8" o/c 2x 8" o/c N/A 2x 12" o/c N/A CONCRETE PAD REQUIREMENTS PAD TYPE REQUIREMENTS 24" SQ. x 18" DP. PAD w/ (4) #4 BARS B.E.W. 30" SQ. x 18" DP. PAD w/ (5) #4 BARS B.E.W. 36" SQ. x 18" DP. PAD w/ (6) #4 BARS B.E.W. 42" SQ. x 18" DP. PAD w/ (7) #4 BARS B.E.W. 48" SQ. x 18" DP. PAD w/ (8) #4 BARS B.E.W. FOOTING LEGEND PAD TYPE REQUIREMENTS 1-STORY, VERY LOW EXPANSION (EI <20) 2-STORY, VERY LOW EXPANSION (EI <20) 1-STORY, LOW EXPANSION (20 <EI <50) 2-STORY, LOW EXPANSION (20 <EI <50) GRADE BEAM PER PLAN C4X4.5 C-CHANNEL @ 24" O.C. WELDED TO BEAM W/ 22 GAUGE GALVANIZED METAL ROOF DECK, BOX RIB W/ #6 SCREWS AT 8" O/C TYP. TYP. HS S 1 0 X 4 X 316 H S S 3 X 3 X 14HSS 3 X 3 X 1 4 HS S 1 0 X 4 X 316 TYP. FRAMING REQUIREMENTS 1.Refer to the structural general notes and details sheet for information not specifically called-out on the plans. SYMBOLS LEGEND SPAN AND DIRECTION OF ROOF FRAMING AS NOTED SPAN AND DIRECTION OF FLOOR FRAMING AS NOTED SPAN AND DIRECTION OF DECK FRAMING AS NOTED SHEAR WALL NUMBER, REFER TO SHEET SN-1, SHEAR WALL LENGTH AS NOTED BEAM NUMBER, REFERENCE STRUCTURAL CALCULATIONS DETAIL NUMBER CALIFORNIA FRAMING STRUCTURAL STEEL NOTES 1.All fabrication and erection shall conform to the latest edition of the AISC Manual of Steel Construction. Contractor shall submit shop drawings for approval prior to fabrication. 2.All structural steel shall conform to the following specifications: 3.All steel exposed to weather shall be hot-dipped galvanized after fabrcation. 4.All field welding and high strength bolt installation shall be continuously inspected by a deputy inspector qualified in welding. 5.All shop welding shall be done in a shop certified by building and safety. 6.All full penetration groove welds shall be ultrasonically tested (UT) for the extent required per the current edition of the California Building Code and/or local amendments. 7.All welding is to comply with AWS specifications and is to be done by certified welders as required by the department of building and safety. 8.All welding is to be done by the electric ARC process and shall be done with approved electrodes as required by the building code. 9.All welding electrodes shall conform to AWS E70XX. 10.Unless a larger size of fillet weld has been specified on the plans, provide the minimum size of weld per AISC specifications J2 and Table J2.4. 11.Bolted connections shall use high strength bolts, conforming to ASTM A325. Where specifically noted, machine bolts, conforming to ASTM A307 shall be used. 001BEAM TO COL. CONN. COLUMN PER PLAN BEAM PER PLAN 1/4 POST TO PILASTER CMU PER PLAN HSS 4x4x14 GATE POST w/ SOLID GROUT 3 - 5/8" Ø x 6" ANCHOR BOLTS, 6" FROM END OF COLUMN AND AT CENTER 1" M I N . 1" M I N . EMBED. 1" MIN. ANCHOR BOLT GROUT, TYP. ELEV. 1"M I N . 1"MIN. 1" MIN.TYP. 11 / 2 " MI N . GROUT. TYP.VERTICAL ANCHOR BOLT PLAN AS OCCURS ANCHOR BOLT REQUIREMENTS 002COL. TO COL. 003 005TRASH ENCLOSURE a.REFER TO ARCHTECTURAL PLANS FOR ADDITIONAL INFORMATION NOT SHOWN. 004STEEL COLUMN AT T.E. #4 BARS AT 16" O/C2'-9" 6-8" COMPACTED AGGREGATE BASE 6" CONCRETE SLAB W/ #3 BARS AT 16" O.C. E/W (3) #4 CONT. TOP AND BOTTOM 7'- 6 " 10 1/4" GROUND FINISH PER SITE PLAN STEEL COL. PER PLAN (2) #4 x4'-0" HOOKED INTO PERP WALL AT CORNERS (2) #4 CONT BEYOND POST 2'- 0 " E M B E D IN T O W A L L #4 VERT. BARS AT 16" O.C. HOOKED INTO FOOTING #4 HORIZ. BARS AT 16" O.C. REINF. 8" PRECISION BLOCK W/ SOLID GROUT 6" 6"MIN #3 BARS AT 24" O/C 1'- 3 " 2" 3" 006STEEL COL. TO FOOTING CONC. PADPER PLAN CONC. FOOTING PER PLAN STEEL COL. PER PLAN BASE PLATE AND BOLTS PER DETAIL 004 w/ 12" EMBEDMENT, LEVELING NUTS & 1 12" HIGH STRENGTH, NON-SHRINK GROUT CONC. PAD PER PLAN SPECIFICATIONS 1.BLOCK: ALL BLOCK MUST BE TYPE "N", GROUTED SOLID WITH F'm=1,500 PSI 2.CONCRETE MIX FOR FOOTINGS: F'c=2,500 PSI MINIMUM 3.MORTAR MIX: MINIMUM COMPRESSIVE STRENGTH EQUAL TO 1,800 PSI MIN. 4.GROUT: MINIMUM COMPRESSIVE STRENGTH EQUAL TO 2,000 PSI. (ALL CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED, U.N.O.)5.MORTAR KEY: TO INSURE PROPER BONDING BETWEEN THE FOOTING AND THE FIRST COURSE OFBLOCK, A MORTAR KEY MUST BE FORMED BY EMBEDDING A FLAT 2x4 FLUSH WITH AND AT THE TOP OF THE FRESHLY PLACED FOOTING. THE MORTAR KEY MAY BE OMITTED IF THE FIRST COURSE OF BLOCK IS SET INTO FRESH CONCRETE WHEN THE FOOTING IS PLACED AND A GOOD BOND IS OBTAINED. 6.REINFORCING STEEL: REINFORCING STEEL MUST BE DEFORMED & COMPLY WITH ASTM SPECIFICATION A615-85, GRADE 40 OR 60. WHEN ONE CONTINUOUS BAR CANNOT BE USED, A LAP OR SPLICE OF 30" IS REQUIRED. 14 C-CHANNEL PER PLAN AT WEB 14 #6 SCREWS AT 8" O/C22 GAUGE GALVANIZED METAL ROOF DECK, BOX RIB 10 " 1 1/2 " 7" 1 1/ 2 " 10" 1 1/2"7" 1 1/2" STEEL COL. PER PLAN STEEL PLATE 10" x 10" x 1/4" PROVIDE 1" DIA. WEEP HOLE IN BASE PLATE 1/4" 58" Ø F1554 GRADE 36 ANCHOR BOLT 007BOLLARD 3'- 6 " 3' - 6 " 12" Ø CONCRETE FOOTING 6" ROUND STEEL PIPE BY OTHERS 7'- 6 " 10 1/4" 6-8" COMPACTED AGGREGATE BASE 6" CONCRETE SLAB W/ #3 BARS AT 16" O.C. E/W (3) #4 CONT. TOP AND BOTTOM GROUND FINISH PER SITE PLAN #3 BARS AT 24" O/C #4 BARS AT 16" O/C REINF. 8" PRECISION BLOCK W/SOLID GROUT. PROVIDE #4 AT 16" O/C (VERTICAL AND HORIZONTAL) 1'- 3 " 2" 3" 2'-9" 7'- 8 " 6" 6"MI N NOTE: All welding shall be performed by an AWS certified welder. Submit certificate to the Building Inspector. BOLLARD PER DETAIL 007, TYP. HSS 6 X 6 X 14 GATE POST w/ SOLID GROUT 24" SQ. 18" DEEP CONC. FOOTING AT STEEL COLUMN, f'c = 2.500 psi, TYP. U.N.O. 12"X12" DEEP GRADE BEAM w/ (2) #4 T&B HSS 3 X 3 X 1 4 HSS 3 X 3 X 1 4 HSS 6 X 6 X 1 4 HSS 6 X 6 X 1 4 HSS 6 X 6 X 1 4 6" Revision Schedule Rev Date By Description Revision Schedule Rev Date By Description EDDY AGUILAR DAVID NELSON 03-25-2024 SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 01/25/24 Plan Check 1E.A. 02/22/24 Struct. Revs.E.A. 03/25/24 Plan Check 2E.A. S1-3.0 Trash Enclosure Plan 05/08/2024 GENERAL NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. W. X. Y. Z. AA. AB. AC. AD. AE. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR LIST OF APPROVED START UP CONTRACTORS, CONTACT PROJECT CONSTRUCTION REPRESENTATIVE. THE SITE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND PREP. AREAS SHALL HAVE A 6" COVED BASE. ALL FOOD STORAGE SHALL BE 6" (150mm) A.F.F. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETS) SHALL BE SEALED. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREP. AREAS SHALL BE SMOOTH, NON-TOXIC, NON-ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE AND SEMI-GLOSS OR HIGH-GLOSS FINISH. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. ALL EQUIPMENT AND CABINETRY WILL BE FLUSH MOUNTED TO COUNTERS, WALLS OR FLOORS, OR BE RAISED TO ALLOW FOR CLEANING. CONFIRM ALL NECESSARY EQUIPMENT CLEARANCES PER PRODUCT CUT SHEET (E.G. ICE MACHINE). FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO CASEWORK ELECTRICAL DETAILS. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO THE ELECTRICAL DESIGN PLAN. SEE ELEVATIONS FOR DISTRIBUTION OF CUP DISPENSERS. GENERAL CONTRACTOR TO COORDINATE NEWSPAPER FIXTURE ORDERING. CONTACT TRIAD MANUFACTURING BY EMAIL (starbuckscs@triadmfg.com) OR BY PHONE (314-381-5280 X1111) TO ARRANGE SHIPMENT OF THE FIXTURE. ALLOW (5) DAY LEAD-TIME. SEE SHEET I601 FOR SCHEDULES SEE WALL FINISH PLAN FOR LOCATION, TAGGING AND FINISH SCHEDULES OF APPLIED WALL TREATMENT. EDIBLE PRODUCTS TO BE PHYSICALLY SEPARATED FROM STORAGE OF NONEDIBLE OR TOXIC PRODUCTS. NO VEGETABLE OR FOOD PREPARATION ON THE PREMISES NO ALCOHOLIC BEVERAGES TO BE SOLD OR CONSUMED ON THE PREMISES. THE MAXIMUM NUMBER OF EMPLOYEES PER SHIFT SHALL NOT EXCEED 6. ALL EQUIPMENT, CONSTRUCTION, AND INSTALLATION SHALL MEET ANSI CERTIFICATION. ALL PLUMBING, GAS LINES AND CONDUITS, ETC., ARE TO BE CONCEALED WHERE POSSIBLE. OTHERWISE, THEY MUST BE A MINIMUM OF SIX INCHES OFF THE FLOOR AND NOT RUN ACROSS AISLE SPACE AND TO BE INSTALLED AT LEAST 1/2" AWAY FROM THE WALL TO FACILITATE CLEANING. ALL EQUIPMENT AND BACKSPLASHES ARE TO BE ADEQUATELY SEALED TO THE WALL. DISPLAYS OF UNPACKAGED FOOD ARE TO BE PROTECTED WITH SNEEZE GUARDS. ALL EXPOSED SURFACES OF SHELVING, CABINETS AND UNDERCOUNTERS ARE TO BE SMOOTH AND SEALED. GC TO CAULK WHERE COUNTERTOPS MEET FOOD CASE (SEAL WITH THE DEPARTMENT OF ENVIRONMENTAL HEALTH APPROVED CAULKING). NON-MOVABLE EQUIPMENT ON THE COUNTER SHALL BE MOUNTED ON 4" LEGS. REFER TO CASEWORK INSTALLATION MANUAL PROVIDED BY CASEWORK VENDOR FOR COMPLETE INSTALLATION INSTRUCTION. FOR ALL NEW CASEWORK ITEMS BASE UNITS SHALL BE SET ON 1/4" NONABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. CAULK AND SEAL ALL SEAMS BETWEEN SS COUNTERTOPS USING DOW CORNING BRAND '732 MULTI PURPOSE SEALANT STAINLESS STEEL TOP AT CBS STATION TO BE INSTALLED BY G.C. G.C. TO PROVIDE AND INSTALL ANGLE AT OUTSIDE CORNERS TYP. AND ALONG BOTTOM EDGE OF CASEWORK PANELS. KEYNOTES KEYNOTES 1 INSTALL EXTERIOR FURNITURE THROUGHOUT AS INDICATED. SEE ENLARGEDSITE PLAN FOR MORE INFORMATION. 2 INSTALL CAFE FURNITURE THROUGHOUT AS INDICATED. 3 BANQUETTE SEATING SEE FURNITURE SCHEDULE. 4 CONDIMENT CART. SEE INTERIOR FINISH ELEVATIONS. 7 DO NOT BLOCK FOOD CASE INTAKE/EXHAUST. 8 SAFE LOCATED AT POS CABINET. SEE ELECTRICAL FOR ADDITIONALINFORMATION. 5 PLACE MERCHANDISE FIXTURES AND RETAIL FLOOR BASKETS PER PLAN.STORE OPERATORS TO ORDER RETAIL FLOOR BASKETS. 10 REFER TO ENLARGED RESTROOM PLANS AND ELEVATIONS (SHEET I401)FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 12 SECURE LOCKERS TO WALL. 13 VENDOR TO INSTALL WATER FILTRATION SYSTEM PER MANUFACTURER'SREQUIREMENTS. G.C. TO PROVIDE PLUMBING AND ELECTRICALREQUIREMENTS. 14 WATER HEATER LOCATED. SEE PLUMBING DRAWINGS. 6 MANAGERS DESK. SEE MANAGER'S DESK/EQUIPMENT RACK ELECTRICALDETAIL FOR ADDITIONAL INFORMATION. 15 30" x 48" ACCESSIBLE CLEAR SPACE FOR WHEELCHAIR 9 PLACE FIRE EXTINGUISHER IN WORKROOM PER FIRE INSPECTOR'SREQUIREMENTS 17 GC TO PROVIDE ADDITIONAL POWER OUTLETS AT PERIMETER CAFE SEAT 19 METRO RACK HIGHEST SHELF NOT TO EXCEED 5'-9" A.F.F., TYP. 20 RECYCLING AREA FOR OCCUPANTS. AREA TO BE IDENTIFIED FORTHE RECYCLING 11 LOCATION OF ELECTRICAL PANELS 18 GC TO PROVIDE POWER STRIP TO UNDERSIDE OF BANQUETTE SEATING ,STUDY AND COMMUNITY TABLES. 16 60" DIAMETER CLEAR FOR WHEELCHAIR ACCESS 21 MOTORIZED SHADES (MANUF: RollAShade). 22 (N) INSTALL AIR CURTAIN AS REQUIRED PER JURISDICTION. 16 ELECTRICAL 800AMP- 120/208V- 3PH- 4W SWITCHBOARD LOCATION. 17 COLUMNS FOR CANOPY ABOVE 23 LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN ½ INCH BELOWTHE THRESHOLD RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATERTHAN 1/4 INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATERTHAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. [CBC 118.404.2.5] 24 DOOR AND GATE HARDWARE SHALL BE AT 34" 44" ABOVE FINISH FLOOR. 25 FAUCET HAND SINK WITH CONTROL LEVER HANDLE. 26 BABY CHANGING STATION . 27 (N) TACTILE EXIT SIGN (10) F X3019 F X3009 (2) C 20130 (3) F 22712 (4) (12) (10) (10) (6) F 22879 F 21979 (2) F 22944 (8) ETK0048(3) FTK0051 F 22712 E 10416 E 11083 E 13682 E 17264E10110E10416 E 22212 P 18743 E 13682 (2) P 14688 P 13588 E 10947 OUTDOOR SEATING AREA 1 2 3 3 E 10977 C 21734 4 5 6 E 16238 7 8 9 12 13 14 15 15 16 16 16 18 18 15 15 17 19 20 (2) F 21979 (1)(2) (3)(4) (5) (6) (7)(8) (9) (10)(11) P 10995 P 13076 P 10922 E 10698 P 22226 P 12507 P 12501P12896P13082 P 12899(2) P 13076 P 10922 E 10462 E 10501 F 21800 F 21842 F 22879 F 21979 C X0726 F 21359 FTK0004 C X0009 FTK0004(10)C X0002 F 20034 VESTIBULE RR1 RR2 10 10 E 19729 E 18029 F 22673 F 18429 F 21449 F 18468 (2) (2) 18 F 22915 ELECTRICAL ROOM C X0003 C X0009 E X1334 21 22MX2013 22MX2013FX2015 F X3015 P 13264 E 24007 E 10222 P 10447 P 10804 11 ''SES''800AMP120/208V60Hz4-WIRE 16 A 18744E17255 S 10163 BACKBAR WORKROOM PARTNERS REST AREA MANAGER'S DESK Q X1444 Q X1444 CLEA R ø 3' - 0 " RETAIL AREA F 23446 (2) F 20034 F 20033 C X1122 F 23446 17 (2) C X1122(2) L 22260 L 22260 L 22260 L 22260 F 20033 C X8442 C X8442 (2) S 14319 S 14319 C X0022 S 14446 S 14446 C X0022 6' - 8 3 / 4 " 5' - 11 3/4" 23 24 CLEAR ø 3' - 0" 36" 58 " 62 " 62" 36 " 25 15 15 15 26 26 59 " 1' - 6" C X0010 C X0010 27 27 25" C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 3 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I101 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA FF & E PLAN Scale: 3/16" = 1'-0" 011ST FLOOR - FURNITURE, FIXTURES, AND EQUIPMENT PLAN N 0 2'4'8' Scale: 1/4" = 1'-0" 0 2'4'8' Scale: 1/4" = 1'-0" Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 3 01-26-24 BH HEALTH COMMENTS 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 1.GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT PROJECT CONSTRUCTION REPRESENTATIVE. 2.THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. 3.ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. 4.EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. 5.WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. 6.EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. 7.SEE SHEET I601 FOR SCHEDULES. 8.SEE WALL FINISH PLAN FOR LOCATION, TAGGING AND FINISH SCHEDULES OF APPLIED WALL TREATMENT. 9.EDIBLE PRODUCTS TO BE PHYSICALLY SEPARATED FROM STORAGE OF NON-EDIBLE OR TOXIC PRODUCTS. 10.NO VEGETABLE OR FOOD PREPARATION ON THE PREMISES. 11.NO ALCOHOLIC BEVERAGES TO BE SOLD OR CONSUMED ON THE PREMISES. 12.THE MAXIMUM NUMBER OF EMPLOYEES PER SHIFT SHALL NOT EXCEED 6. 13.NON-MOVABLE EQUIPMENT ON THE FLOOR SHALL BE MOUNTED ON 6" LEGS, CASTERS OR MANUFACTURER SUPPLIED SKIDS. 14.ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. 15.ALL EQUIPMENT, CONSTRUCTION, AND INSTALLATION SHALL MEET ANSI CERTIFICATION. ALL PLUMBING, GAS LINES AND CONDUITS, ETC., ARE TO BE CONCEALED WHERE POSSIBLE. OTHERWISE, THEY MUST BE A MINIMUM OF SIX INCHES OFF THE FLOOR AND NOT RUN ACROSS AISLE SPACE AND TO BE INSTALLED AT LEAST 1/2" AWAY FROM THE WALL TO FACILITATE CLEANING. ALL EQUIPMENT AND BACKSPLASHES ARE TO BE ADEQUATELY SEALED TO THE WALL. DISPLAYS OF UNPACKAGED FOOD ARE TO BE PROTECTED WITH SNEEZE GUARDS. ALL EXPOSED SURFACES OF SHELVING, CABINETS AND UNDERCOUNTERS ARE TO BE SMOOTH AND SEALED. 16.GC TO CAULK WHERE COUNTERTOPS MEET FOOD CASE (SEAL WITH THE DEPARTMENT OF ENVIRONMENTAL HEALTH APPROVED CAULKING). 17.SEE ELEVATIONS FOR DISTRIBUTION OF CUP DISPENSERS. 18.NON-MOVABLE EQUIPMENT ON THE COUNTER SHALL BE MOUNTED ON 4" LEGS. 19.REFER TO CASEWORK INSTALLATION MANUAL PROVIDED BY CASEWORK VENDOR FOR COMPLETE INSTALLATION INSTRUCTION. 20.FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO CASEWORK ELECTRICAL DETAILS. 21.FOR ALL NEW CASEWORK ITEMS BASE UNITS SHALL BE SET ON 1/4" NON-ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. 22.CAULK AND SEAL ALL SEAMS BETWEEN SS COUNTERTOPS USING DOW CORNING BRAND '732 MULTI PURPOSE SEALANT. 23.STAINLESS STEEL TOP AT CBS STATION TO BE INSTALLED BY G.C. 24.G.C. TO PROVIDE AND INSTALL ANGLE AT OUTSIDE CORNERS TYP. AND ALONG BOTTOM EDGE OF CASEWORK PANELS. 25. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO THE ELECTRICAL DESIGN PLAN. 26. CONFIRM ALL NECESSARY CLEARANCES PER PRODUCT CUT SHEET REQUIREMENTS FOR ALL EQUIPMENT (E.G. ICE MACHINE). FURNITURE, FIXTURE AND EQUIPMENT PLAN NOTES PLAN LEGEND INDICATES STAINLESS STEEL INDICATES CASEWORK OR EQUIPMENT BELOW (2)(3) E 10344 E 12508 E 20010 E 20011 P 22630 A 10075 P 10215P10943 P 10153 E 21679 E 10267 E 12508 E 10267 E 10344 P 10597 C 17810 E 10856 E 10746 E 10856 E 10808 C 17741 P 10549 P 10152(2) E 19278 E 19278E19742 A 10075 E 10267 P 10153 A 10075 E 19742 P 22768 P 11003 P 22642 P 22768 P 22642 P 11003 P 10153 E 13330 E 10855 E 10091 E 10396 E 13584 E 10791 E 10791E10858 E 10267 A 10008A10029 A 10029A10029 A 10024(8) (8)(8) (8) A 10075 (4)(4)(4) (4) (8) E 12618 A 10075 (4)A 23021 A 22202 A 22725 A 22726 A 14678 A 14677 A 10014 A 10029A12336 A 10012 (2) A 10014(2) (2) E 10312 (2) E 21934E20032 E 10267 E 10267(8) BACKBAR E 22627 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 3 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I101B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ENLARGED ENGINEPLAN Scale: 3/8" = 1'-0" 011ST FLOOR - ENLARGED ENGINE PLAN 0 2'4'8' Scale: 1/4" = 1'-0" 0 2'4'8' Scale: 1/4" = 1'-0" N Revision Schedule Rev Date By Description 05/08/2024 A. B. C. D. E. F. G. H. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF A DISCREPANCY EXISTS BETWEEN CASEWORK SHOP DRAWINGS, EXISTING SITE CONDITIONS, ARCHITECTURAL DRAWINGS OR BUILT FIXTURES. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY G.C. STARBUCKS CONSTRUCTION MANAGER TO COORDINATE AND SCHEDULE CASEWORK DELIVERY DATE. GENERAL CONTRACTOR TO CONFIRM CASEWORK DELIVERY DATE WITH CASEWORK MANUFACTURER AT FOUR (4) WEEKS PRIOR AND THEN ONE (1) WEEK PRIOR TO SCHEDULED DATE OF DELIVERY. STARBUCKS CONTRACTS DIRECTLY WITH CASEWORK VENDOR TO SUPPLY CASEWORK LISTED IN THE CASEWORK SCHEDULE, UNLESS OTHERWISE NOTED. CASEWORK VENDOR TO PROVIDE COMPLETE SHOP DRAWINGS AND INSTALLATION PACKAGE TO GENERAL CONTRACTOR TO FACILITATE PROPER INSTALLATION. ALL CASEWORK BOX BASE / TOE KICKS SHALL BE SET AND LEVELED USING 1/4" (6 MM) NON-ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. SEE INTERIOR FINISH ELEVATIONS AND SCHEDULES FOR LOCATION AND TAGGING OF WALL TREATMENTS BY CV AND OTHERS. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFIT LOCATIONS. REFERENCE PLUMBING AND ELECTRICAL PLANS FOR PLACEMENT OF ELECTRICAL, DATA AND PLUMBING ON FRONT AND BACKLINE OF BAR. GENERAL NOTES KEYNOTES 1 DIMENSION CONTROL DATUM POINT 2 INSTALL CASEWORK, COUNTERTOPS, SHELVES, CABINETS, FINISHES, TRIM ANDTABLE TOPS THROUGHOUT. REFERENCE FINISH SCHEDULE ANDMANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3 ALL COUNTERTOPS UTILIZED FOR CUSTOMER TRANSACTIONS,INCLUDING BAR,CONDIMENT AND SALES COUNTERTOPS SHALL BE INSTALLED AT 2'-10" (860 MM)MAXIMUM A.F.F. 4 CUSTOM BANQUETTE BY CW. REFER TO SHEET I502A FOR MORE DETAILS ANDINFORMATION. 5 VARIABLE WIDTH FILLER CABINET / COUNTERTOP REQUIRED TO FILL GAP (FIELDVERIFY DIMENSION). FILLER PANEL AND COUNTERTOP SHALL BE SCRIBED ANDFIELD CUT TO FIT. 6 FLOOR DRAIN BELOW. CASEWORK MANUFACTURER TO COORDINATE DESIGNTO INSURE THIS AREA IS READILY ACCESSIBLE FOR CLEANING AND FREE OFCOUNTERTOP SUPPORT. 7 WALL FINISH BEHIND EXPOSED CABINETRY AND BELOW UNDERSIDE OFCOUNTERTOP SUBSTRATE TO BE FRP. 8 CASEWORK VENDOR TO ENGINEER PROPER COUNTERTOP SUPPORT ATESPRESSO BAR AND OTHER WORKSTATIONS PER STARBUCKS MINIMUMPERFORMANCE REQUIREMENTS. 9 DASHED LINE INDICATES SHELVING ABOVE. 10 GC TO CAULK WHERE POINT ON SALE COUNTERTOP MEETS FOOD CASE WITHHEALTH DEPARTMENT APPROVED CAULK. 11 FLOOR SINK BELOW. CASEWORK MANUFACTURER TO COORDINATE DESIGN TOINSURE THIS AREA IS READILY ACCESSIBLE FOR CLEANING AND FREE OFCOUNTERTOP SUPPORT. 12 CUSTOM STUDY TABLES BY CW. REFER TO SHEET I502B FOR MORE DETAILS ANDINFORMATION. INDICATES STAINLESS STEEL (SST) COUNTERTOP LEGEND INDICATES SOLID SURFACE (SS) COUNTERTOP DATUM POINT CASEWORK TAG12345 NOTE: SEE I102A & I102B FOR ENLARGED CASEWORK PLAN NOTE: SEE I102C FOR ENLARGED UPPER CASEWORK PLAN GCLLSBWHVD GENERAL CONTRACTORLANDLORDSTARBUCKSSTARBUCKS WAREHOUSE (3PL)STARBUCKS VENDOR DIRECT RESPONSIBILITY LEGEND C I102A1 I102A 2I102C 1 BACKBAR 2 3 5 6 7 8 10 1 9 11 I502C 01 I502B 1 I502AY I502AY I502D 1 I502E 2 I502E1 I502F 01 XI502G7 WORKROOM PARTNERS REST AREA RR2 RR1 MANAGER'S DESK 12 4 4 (3) (2) C X0726 C X0009CX0002 C X0004 C X0003 C X0009 C X1122(2) (4) (5) (4) (5) C X1122(2) C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 4 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I102 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK PLAN Scale: 3/16" = 1'-0" 11ST FLOOR - CASEWORK PLAN N 0 2'4'8' Scale: 1/4" = 1'-0" 0 2'4'8' Scale: 1/4" = 1'-0" Revision Schedule Rev Date By Description 05/08/2024 CASEWORK PLAN KEYNOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF A DISCREPANCY EXISTS BETWEEN CASEWORK SHOP DRAWINGS, SITE DIMENSIONS, CASEWORK PLAN OR ACTUAL CASEWORK FIXTURES. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. STARBUCKS CONSTRUCTION MANAGER TO COORDINATE AND SCHEDULE CASEWORK DELIVERY DATE. GENERAL CONTRACTOR TO CONFIRM CASEWORK DELIVERY DATE WITH CASEWORK MANUFACTURER AT FOUR (4) WEEKS PRIOR AND THEN ONE (1) WEEK PRIOR TO SCHEDULED DATE OF DELIVERY. STARBUCKS CONTRACTS DIRECTLY WITH CASEWORK VENDOR TO SUPPLY CASEWORK LISTED IN CASEWORK SCHEDULE, UNLESS OTHERWISE NOTED. REFER TO CASEWORK INSTALLATION MANUAL PROVIDED BY CASEWORK VENDOR FOR COMPLETE INSTALLATION INSTRUCTIONS. ALL CASEWORK BOX BASE UNITS SHALL BE SET ON 1/4" (6MM) NON-ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. SEE WALL FINISH PLAN FOR LOCATION, TAGGING, AND FINISH SCHEDULES OF APPLIED WALL TREATMENTS. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFIT LOCATIONS. REFER TO UPPER CABINET ATTACHMENT DESIGN DETAIL FOR INSTALLATION INFORMATION. POINT OF SALE AND HAND-OFF PLANE TO BE INSTALLED AT A MAXIMUM HEIGHT OF 2'-10" (860MM) A.F.F. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. INSTALL OVEN STAINLESS STEEL COUNTERTOP AND ADJACENT BASE CABINET WITH 1/2" (10 mm) GAP BETWEEN ADJACENT COUNTERTOPS. WHERE APPLICABLE, SECURELY ATTACH WARMING STATION CORBEL TO WALL FRAMING WITH MINIMUM 1/4” (6.35 mm) DIAMETER WOOD SCREWS OR LAG SCREWS INSTALLED TO A DEPTH OF 2” (50 mm) INTO FRAMING. WHERE CORBEL LOCATION WILL NOT ALLOW DIRECT FASTENING INTO WALL FRAMING, FIRE-TREATED WOOD BLOCKING MAY BE INSTALLED BEHIND WALL SHEATHING. BLOCKING IS TO SPAN BETWEEN STUDS AND MATCH STUD THICKNESS, FASTENED WITH LIGHT GAGE STEEL FRAMING CLIPS USING 8D NAILS FOR WOOD OR #12 SCREWS FOR STEEL STUDS. THE CORBEL MAY ALSO BE INSTALLED ON A FACE-MOUNTED 3/4” (19 mm) MDF BACKER PLATE. FASTEN THROUGH SHEATHING TO WALL FRAMING WITH THREE (3) 1/4” (6.35 mm) DIAMETER SCREWS OR LAG SCREWS INSTALLED TO A 2 ” (50 mm DEPTH AT A VERTICAL SPACING TO MATCH CORBEL FASTENER HOLES. THE BACKER PLATE MUST SPAN OVER AND BE ATTACHED TO TWO (2) WALL STUDS AND EXTEND THE FULL 24” (610 mm) HEIGHT OF THE CORBEL. CASEWORK PLAN GENERAL NOTES INDICATES STAINLESS STEEL (SST) COUNTERTOP CASEWORK LEGEND DATUM POINT INDICATES SOLID SURFACE (SS) COUNTERTOP C CASEWORK TAG12345 NOTE: SEE I102A & I102B FOR ENLARGED CASEWORK PLAN NOTE: SEE I102C FOR ENLARGED UPPER CASEWORK PLAN GCLLSBWHVD GENERAL CONTRACTORLANDLORDSTARBUCKSSTARBUCKS WAREHOUSE (3PL)STARBUCKS VENDOR DIRECT RESPONSIBILITY LEGEND 1 DIMENSION CONTROL DATUM POINT. 2 LINE INDICATES SHELVING AND CUBBIES ABOVE. SEE I-1107C FOR MOREINFORMATION. 3 GENERAL CONTRACTOR TO CAULK WHERE POINT OF SALE COUNTERTOP MEETSFOOD CASE WITH HEALTH DEPARTMENT APPROVED CAULK. 7' - 1 1/2"2' - 6 1/2"12' - 8"1' - 3"1' - 3"8' - 9"2' - 8 3/4" 1 3/4" 11 1/2" 4 1/4" 9 3/4"6' - 6"1' - 3"1' - 3"3/4"1' - 2 1/2"3' - 6 3/4"2' - 0 1/4"4' - 6 3/4"1' - 2 1/2"3/4"6 1/2"2' - 0" 3"8"2' - 10"1' - 7"7"8"3' - 3 1/4"1' - 7"2"12' - 7" 8' - 5 3 / 4 " 2' - 6 1 / 2 " 9' - 4 1/2"24' - 2"5' - 6 1/4"1' - 10 1/2" 3' - 4 " ø 4 " ø 4 " ø 4"ø 4"ø 4"ø 4" ø 4"ø 4"ø 4" ø 3"ø 3" ø 4"ø 4" ø 3"ø 3" ø 2" 10 " 1' - 3"2' - 7 1/2"6' - 0"2' - 3"3' - 8"3' - 3" 8' - 6 1/2"2' - 4 1/4"5' - 11"5' - 5 1/4"6' - 4"2' - 3" 2' - 6"2' - 6" 10' - 2 3/4" 2' - 6 1 / 2 " 5" 5' - 6 " 1 C X7824 C 23145 C 17807 C 17810 1' - 3 1 / 4 " 4' - 1 1 " 2' - 1 " 2 1 / 2 " 2' - 1 1 / 4 " 3" 1' - 0 " 6" 1' - 5 1 / 4 " 6" CP0056 C 18722 C X1478 CP0056 C X7841 CP0056 C X7830 CP0056 C 20063 5 1 / 4 " 2' - 1 " C 20061 CP0056 C 21191 CP0056 C X1479 C 21961 CP0056 CP0056 CP0056CP0056 C 20633 CP0056CP0056 BACKBAR 1' - 8"1' - 3"1' - 3"1' - 3"1' - 8 1/2"1' - 3"2 3/4"1' - 3"1' - 3"1' - 3"1' - 3"1' - 3"2' - 6"1' - 3"1' - 3"1' - 3 1/4"1' - 4"2' - 5"1"9"2' - 6"1' - 9"1"2' - 5"1' - 4"2' - 6 1/2" 1' - 10 1/2"5' - 6 1/4"2' - 6"1' - 10"2' - 6"1 1/2"1' - 3"7"1' - 3"1' - 3"1' - 3"1/2"1 1/2"1' - 7 1/2"2' - 11 1/2"1' - 6"1' - 7 1/2"3' - 9"5' - 0"1' - 3"1' - 3"7 1/2"1' - 3" 2' - 6 " 1' - 1 " 1' - 3 " 2' - 6 " 3" 10 1 / 2 " 5' - 3 1/2"1' - 3"2' - 5 1/2"1' - 3" 1 2 3 BACKBAR C 17747 C 21961 C 17574 (2) (3) C 17743 C 17894 C 17747 C 17573 C X9342 C 21191CX7894 (3)C 21193 C 19281 C 21192 C 17744(2)(2)C X7847 C 17741 (2) C 17574 C 17741 C 17896 C 17745 C 17741 C 17740C18122C17740(2) (2) C 17747 C 17574 C X7894 C X7574 C 21191 (4) 5' - 9" C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 5 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I102A 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ENLARGED CASEWORKPLAN Scale: 3/8" = 1'-0" 21ST FLOOR - ENLARGED CASEWORK COUNTERTOP DIMENSION PLAN Scale: 3/8" = 1'-0" 11ST FLOOR - ENLARGED CASEWORK PLAN 0 1'2'4' Scale: 1/2" = 1'-0" N Revision Schedule Rev Date By Description 05/08/2024 CASEWORK LEGEND CASEWORK PLAN KEYNOTES 1 DIMENSION CONTROL DATUM POINT CASEWORK PLAN GENERAL NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF A DISCREPANCY EXISTS BETWEEN CASEWORK SHOP DRAWINGS, SITE DIMENSIONS, CASEWORK PLAN OR ACTUAL CASEWORK FIXTURES. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. STARBUCKS CONSTRUCTION MANAGER TO COORDINATE AND SCHEDULE CASEWORK DELIVERY DATE. GENERAL CONTRACTOR TO CONFIRM CASEWORK DELIVERY DATE WITH CASEWORK MANUFACTURER AT FOUR (4) WEEKS PRIOR AND THEN ONE (1) WEEK PRIOR TO SCHEDULED DATE OF DELIVERY. STARBUCKS CONTRACTS DIRECTLY WITH CASEWORK VENDOR TO SUPPLY CASEWORK LISTED IN CASEWORK SCHEDULE, UNLESS OTHERWISE NOTED. REFER TO CASEWORK INSTALLATION MANUAL PROVIDED BY CASEWORK VENDOR FOR COMPLETE INSTALLATION INSTRUCTIONS. ALL CASEWORK BOX BASE UNITS SHALL BE SET ON 1/4" (6MM) NON-ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. SEE WALL FINISH PLAN FOR LOCATION, TAGGING, AND FINISH SCHEDULES OF APPLIED WALL TREATMENTS. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFIT LOCATIONS. REFER TO UPPER CABINET ATTACHMENT DESIGN DETAIL FOR INSTALLATION INFORMATION. POINT OF SALE AND HAND-OFF PLANE TO BE INSTALLED AT A MAXIMUM HEIGHT OF 2'-10" (860MM) A.F.F. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. INSTALL OVEN STAINLESS STEEL COUNTERTOP AND ADJACENT BASE CABINET WITH 1/2" (10 mm) GAP BETWEEN ADJACENT COUNTERTOPS. WHERE APPLICABLE, SECURELY ATTACH WARMING STATION CORBEL TO WALL FRAMING WITH MINIMUM 1/4” (6.35 mm) DIAMETER WOOD SCREWS OR LAG SCREWS INSTALLED TO A DEPTH OF 2” (50 mm) INTO FRAMING. WHERE CORBEL LOCATION WILL NOT ALLOW DIRECT FASTENING INTO WALL FRAMING, FIRE-TREATED WOOD BLOCKING MAY BE INSTALLED BEHIND WALL SHEATHING. BLOCKING IS TO SPAN BETWEEN STUDS AND MATCH STUD THICKNESS, FASTENED WITH LIGHT GAGE STEEL FRAMING CLIPS USING 8D NAILS FOR WOOD OR #12 SCREWS FOR STEEL STUDS. THE CORBEL MAY ALSO BE INSTALLED ON A FACE-MOUNTED 3/4 ” (19 mm) MDF BACKER PLATE. FASTEN THROUGH SHEATHING TO WALL FRAMING WITH THREE (3) 1/4” (6.35 mm) DIAMETER SCREWS OR LAG SCREWS INSTALLED TO A 2 ” (50 mm DEPTH AT A VERTICAL SPACING TO MATCH CORBEL FASTENER HOLES. THE BACKER PLATE MUST SPAN OVER AND BE ATTACHED TO TWO (2) WALL STUDS AND EXTEND THE FULL 24” (610 mm) HEIGHT OF THE CORBEL. GCLLSBWHVD GENERAL CONTRACTORLANDLORDSTARBUCKSSTARBUCKS WAREHOUSE (3PL)STARBUCKS VENDOR DIRECT RESPONSIBILITY LEGEND INDICATES STAINLESS STEEL (SST) COUNTERTOP DATUM POINT INDICATES SOLID SURFACE (SS) COUNTERTOP C CASEWORK TAG12345 NOTE: SEE I102B FOR ENLARGED CASEWORK PLAN NOTE: SEE I102C FOR ENLARGED UPPER CASEWORK PLAN 2' - 5"2' - 5" 5 3 / 4 " 3' - 8"1' - 2 1 / 2 " 1 C 22632 C 17580 (2) BACKBAR 1' - 3 1 / 4 " 1' - 1 1 / 2 " C X0001 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 0 : 5 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I102C 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ENLARGED UPPERCASEWORK 0 1'2'4' Scale: 1/2" = 1'-0" Scale: 3/8" = 1'-0" 11ST FLOOR - ENLARGED UPPER CASEWORK PLAN NOT USED N Revision Schedule Rev Date By Description 05/08/2024 A. B. C. D. E. F. G. H. I. J. REFERENCE LOW VOLTAGE PLAN SHEET AND ELECTRICAL DRAWINGS. IF REQUIRED BY LOCAL CODE, GENERAL CONTRACTOR TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE REQUIRED IN GWB SOFFIT OVER FRONT BAR, CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. LEAVE TEN (10) ADDITIONAL RETAIL CEILING TILES TO MATCH RETAIL CEILING PAINT COLOR ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE USE. PROVIDE GROMMET AT ACOUSTIC CEILING PENETRATIONS FOR FIXTURES OF SUPPORTS. HEATING, VENTILATING AND AIR CONDITIONING SHOWN ON THIS PLAN PROVIDED FOR REFERENCE ONLY. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. DIFFUSERS AND RETURNS IN ACOUSTICAL CEILING TILE TO BE CENTERED IN TILE AND PAINTED TO MATCH ADJACENT FINISHES (TYP.). PAINT ALL EXPOSED HVAC DUCTS, HVAC DIFFUSERS, LIGHT TRIM RINGS, PIPING, CONDUIT AND JUNCTION BOXES THE SAME COLOR AS SPECIFIED ON SURROUNDING CEILING OR SOFFIT UNLESS OTHERWISE NOTED. TYPICAL THROUGHOUT RETAIL AREA OF STORE. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. DATA CABLING ABOVE HEAD SHALL BE IN PLENUM WHEN AVAILABLE. DATA CABLING AT EXPOSED CEILING SHALL BE INSTALLED IN METAL CONDUIT OR PER LOCAL CODE REQUIREMENT. GENERAL NOTES KEYNOTES 2 NEW 2x4 WASHABLE ACT CEILING @ WORKROOM , MANAGER'S DESK ANDPARTNER REST AREA. 1 NEW ARMSTRONG : CIRRUS SECOND LOOK 24 X 48 PAINT DIFFUSERS SAMECOLOR AS ADJACENT SURFACE. @12'-0'' AFF ( PAINT #SW7046) MANUF:ARMSTRONG AT CAFE AREA. 3 NEW GWB SOFFIT WITH SMOOTH FINISH @ BACKBAR AND RETAIL AREA (PAINT#SW7046). 7 INSTALL NEW DIGITAL MENU BOARDS. 8 WALL SCONCE @ 6'- 2" A.F.F. AT RESTROOM. 5 NEW GWB CEILING AT RESTROOM. PAINT CEILING (#SW7008). 6 (N) DRIVE-THRU WINDOW . 9 HEATING, VENTILATING AND AIR CONDITIONING FOR REFERENCE ONLY. SEEMECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 15 ALL NEW SUSPENDED CEILING SYSTEMS ARE TO BE INSTALLED PER DETAILSON SHEET I504 16 (N) HEADER @ 12'-0'' A.F.F. AT BACKBAR. AREA. 14 NEW EMERGENCY EXIT SIGN CENTERED ABOVE DOOR. 10 NEW LIGHTING PACKAGE AS INDICATED. 17 NEW WINDOW ROLLER SHADES. 13 DASHED LINE INDICATES (N) LED LIGHT TAPE. 18 (N) PENDANT - TALA KNUCKLE - OAK 4 NEW GWB SOFFIT WITH SMOOTH FINISH AT CAFE AREA (PAINT #SW6102). 19 (N) ORDER STATUS BOARD. 20 (N) INSTALL AIR CURTAIN AS REQUIRED PER JURISDICTION. 21 DASHED LINE INDICATES (N) SOFT GLOW COVER LIGHTING FOR THE LARGEVERTICAL ART PIECE ON THE NORTHERN WALL ON THE SIDES AND TOP . 22 (N) RECESSED FLYING FAN CENTERED ABOVE DT WINDOW TRACK LIGHTING ELEVATION DATUM LEGEND STRIP LIGHTING ADJUSTABLE RECESSED CAN LIGHT WALL SCONCE EXIT SECURITY LIGHT TROFFER EXISTING WALL NEW WALL NEW HEADER RESTROOM WALL SCONCE LX21772 L 21783 L 21772 L 20752 L 21772 L 21772 L 21772 L 20752 L 21772 LX21772 L 21779 LX21770 L 22302 L 22297 RR2VESTIBULERR1 PARTNERS REST AREA MANAGER'S DESK (N) GYP. BD CEILING @ 12' - 0" A.F.F.(N) WASHABLE WHITE ACT 2'X4' CEILING TILE @ 10'-0" A.F.F. (8) (6) (4) (3) (2) (4) (2) (10) (38) (11) (8) (27) (N) GYP. BD CEILING @ 10'-0" A.F.F.(N) GYP. BD CEILING @ 10'-0" A.F.F.(N) GYP. BD CEILING @ 10'-0" A.F.F. L 21221 SW7008 U X2000 SW7046 U X1000 SW7008 U X2000 U X1000UX2000 SW7046 (E) GYP. BD CEILING @ 20' - 0" A.F.F. SW6102 (N) GYP. BD CEILING @ 12' - 0" A.F.F. SW7046 (N) ARMSTRONG CIRRUS SECOND LOOK SIZE 24"X48" @12' - 0" A.F.F. SW7046 L 20673 (2) 1 (SG)(SG) 23 2 2 3 4 5 53 6 7 8 8 9 9 9 9 9 9 9 9 9 9 10 10 101015 151515 10 15 10 15 10 15 10 15 10 15 10 15 E X133417 L 19045 L 1904514 14 (N) ARMSTRONG CIRRUS SECOND LOOK SIZE 24"X48" @10' - 0" A.F.F. U X1000 (SG) U X1000 (SG) 19 L 1904514 BACKBAR U X1000 U X2000 U X2000 LENGTH = 110' - 0" (11) LENGTH = 22' - 0" L X0610 2 I504C 2 I504 M X201320 M X201320 ELECTRICAL ROOM 14 13 13 13 L 19045 L 19045 L 19045 14 14 14 L 15058L12948 (2)(6) 2 9 10 15 (N) WASHABLE WHITE ACT 2'X4' CEILING TILE @ 10'-0" A.F.F. U X1000 (SG) WORKROOM L X0610 L X061221 LENGTH = 54' 0" LENGTH = 46' - 3" L 21783 (4) L 21783 (2) I5043 13 I504C L 19045 L X0611 (10) (N) ARMSTRONG CIRRUS SECOND LOOK SIZE 24"X48" @10' - 0" A.F.F. SW6148 SW6148 (3) L 20831 13LX0611 RETAIL AREA 18 22 L 21221 (3) LENGTH = 54' 0" L X0610 LENGTH = 22' - 0" 13 L X0611 LENGTH = 4' - 0" BACKBAR (N) GYP. BD CEILING @ 9' - 6" A.F.F.UX2000 SW7046 (SG) 3 9 10 15 6' - 11 3/4" 5' - 11 3/4" 9' - 0 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 0 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I103 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA REFLECTED CEILINGPLAN Scale: 3/16" = 1'-0" 011ST FLOOR - REFLECTED CEILING PLAN 0 2'4'8' Scale: 1/4" = 1'-0" N Revision Schedule Rev Date By Description 05/08/2024 ENLARGED SOFFIT DIMENSION PLAN KEYNOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. W. X. Y. IF REQUIRED BY LOCAL CODE, GENERAL CONTRACTOR TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE REQUIRED IN GYPSUM SOFFIT OVER FRONTBAR, CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. GENERAL CONTRACTOR TO PROVIDE AND LOCATE SPRINKLERS PER LOCAL CODES. CONTACT STARBUCKS CONSTRUCTION MANAGER IF DESIGN INTENT IS AFFECTED. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING GRID COLOR WHEN APPLICABLE. LEAVE (10) ADDITIONAL RETAIL CEILING TILES, TO MATCH RETAIL CEILING PAINT COLOR, ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE USE. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR FIXTURES OR SUPPORTS. HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) SHOWN FOR DESIGN INTENT ONLY. CONTACT PROJECT MANAGER IF CHANGED. DIFFUSERS AND RETURNS AT BACKBAR IN ACOUSTICAL CEILING TILE TO BE CENTERED IN TILE, PAINTED TO MATCH ADJACENT FINISHES - TYP. PAINT ALL EXPOSED HVAC DUCTS, HVAC DIFFUSERS, RECESSED SPEAKERS AND LIGHT TRIM RINGS, PIPING, CONDUIT AND JUNCTION BOXES TO MATCH ADJACENT CEILING OR SOFFIT PAINT COLOR UNLESS NOTED OTHERWISE- TYPICAL THROUGHOUT RETAIL PORTION OF STORE. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. SEE SHEET I-6001 AND I-6002 FOR SCHEDULES. COORDINATE DUCT LOCATION AND DIFFUSER SIZE WITH MECHANICAL DRAWINGS. PATCH AND REPAIR ANY DAMAGE TO EXISTING GYP. BD. PRIOR TO PAINTING. ALL PAINTED SURFACES TO RECEIVE MINIMUM ONE COAT OF PRIMER. REFER TO PAINT SCHEDULE FOR SPECIFICATIONS (SHEET I-6001 AND I-6002). ALL PAINT DESIGNATIONS TO EXTEND AROUND OUTSIDE CORNERS U.N.O. ADJUST FOCUS OF ALL TRACK AND RECESSED DIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALL ARTWORK, MENU BOARDS, AND MERCH BAYS. FILL, PATCH, AND REPAIR AREAS OF GYP. BD. CEILING AT BACKBAR AND STORE PERIMETER WHERE EXISTING LIGHTS HAVE BEEN REMOVED DURING DEMOLITION. ARMSTRONG CEILING TILES PER STARBUCKS SPECIFICATIONS. CALL TO VERIFY NUMBERS. MATCH COLORS AS INDICATED ON PLAN. CONTACT: PHYLLIS MILLER (800) 442-4212. GENERAL CONTRACTOR SHALL PROVIDE DIMMER FOR INCANDESCENT LIGHTING IN SEATING AREA. LIGHTING FIXTURES IN A.C.T. TO BE CENTERED IN CEILING TILE U.N.O. LIGHT FIXTURES TO BE LOCATED AT PRE-DETERMINED LOCATIONS IN CASEWORK. LOCATE EMERGENCY / EXIT LIGHTS ABOVE CENTERLINE DOOR OPENINGS U.N.O. EMERGENCY LIGHTS TO BE PROVIDED WITH 90 MINUTE BATTERY BACK-UP POWER SUPPLY. ALL LIGHTS ABOVE BACKBAR AREA TO BE SHATTER PROOF. GENERAL CONTRACTOR TO ADJUST THE LENGTH OF EACH PENDANT LIGHT CORD PER THE NOTED A.F.F. HEIGHT. REFER TO RESTROOM ELEVATIONS (SHEET G010) FOR MOUNTING HEIGHT OF RESTROOM WALL SCONCE. GC TO INSTALL AS REQUIRED, MILCOR ARCHITECTURAL GRADE FLUSH CEILING ACCESS PANELS AS REQUIRED TO SERVICE/PROVIDE ACCESS TO ABOVE CEILING. FINISH TO MATCH ADJACENT CEILING COLOR. VERIFY LOCATIONS AND SIZE WITH SB PM. SEE LIGHTING DESIGN PLAN FOR LIGHTING SCHEDULE, FIXTURE TYPES AND DIMENSIONED LOCATIONS. REFLECTED CEILING PLAN NOTES 1 DIMENSION CONTROL DATUM POINT LEGEND 2 ALL CAN AND TROFFER LIGHTS TO BE CENTERED TYP. IN ACT UNLESS NOTEDOTHER WISE. NOTE: ALL DIMENSIONS LINES ARE TAKEN FROM LIGHT FIXTURES CENTER LINE. EXISTING WALL NEW WALL NEW HEADER TRACK LIGHTING ELEVATION DATUM STRIP LIGHTING ADJUSTABLE RECESSED CAN LIGHT WALL SCONCE EXIT SECURITY LIGHT TROFFER RESTROOM WALL SCONCE 1 EQ EQ EQ EQ EQ EQ EQ EQ 3' - 0" EQ 4' - 2"4' - 8"3' - 0" 4' - 10" 1' - 7" 6' - 7" EQ EQ EQ EQ 4' - 10" EQ 1' - 6" EQEQEQEQEQ 1' - 1" 4' - 1" 7' - 1" 8' - 2" 15' - 2" 16' - 1" 27' - 3" 58' - 0" 4' - 0"4' - 0"4' - 0"3' - 9" EQ EQ EQ EQ 3' - 0" EQ 1' - 9" EQEQ EQ EQ EQ EQ EQ EQ EQ EQ 3' - 0" EQ 35' - 10" 40' - 6" 43' - 5 3/4" 52' - 5 3/4" 8' - 11 3/4" 17' - 11 3/4" 43' - 4 1/4" 52' - 4 1/4" 13' - 2" 8' - 11 3/4" 17' - 11 3/4" 47' - 8" EQ 4' - 6 " EQ 1' - 5 " PARTNERS REST AREA RR2 VESTIBULE RR1 2 7" 6' - 7 " 4' - 2 " 8' - 5 " 15 ' - 1 1 1 / 2 " 19 ' - 5 " 12 ' - 1 0 " 34 ' - 1 0 " 35 ' - 1 0 " 41 ' - 7 " 47 ' - 7 " 11' - 11" 14' - 11" 19' - 2" 59' - 7" 63' - 0" 64' - 3" 70' - 4" 32' - 3" 67' - 7" 1' - 6 " 16 ' - 6 " 22 ' - 6 " 29 ' - 3 1 / 4 " 34 ' - 1 1 " 43 ' - 3 " 47 ' - 3 " BACKBAR 2' - 9" 3' - 9" EQ 3' - 0 " EQ WORKROOM 44 ' - 5 " 61' - 5 1/2" EQ 9' - 3" 5' - 11 3/4" 6' - 0 " 3' - 0" EQEQEQEQEQEQEQEQEQEQEQ 4' - 0" C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 0 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I103B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA REFLECTED CEILINGDIMENSION PLAN Scale: 3/16" = 1'-0" 011ST FLOOR - REFLECTED CEILING DIMENSION PLAN 0 2'4'8' Scale: 1/4" = 1'-0" N Revision Schedule Rev Date By Description 05/08/2024 A. B. C. D. E. F. G. H. I. J. K. L. M. N. WORKROOM TO BE FINISHED PER LOCAL CODE REQUIREMENTS. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON-TOXIC, NON-ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI-GLOSS OR HIGH-GLOSS FINISH. STARBUCKS TO SUPPLY FLOORING AND BASE FOR FRONT AND BACK OF HOUSE AS NOTED IN SCHEDULES. GENERAL CONTRACTOR TO INSTALL. GENERAL CONTRACTOR TO SUPPLY WORKROOM TILE AND BASE AND INSTALL. GENERAL CONTRACTOR TO SUPPLY AND INSTALL MORTAR, ADHESIVE, AND GROUT. GENERAL CONTRACTOR TO INSPECT ALL TILES AND REJECT DAMAGED OR SUBSTANDARD TILES PRIOR TO INSTALLATION. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOR PREPARATION AREAS SHALL HAVE A 6" COVED BASE. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE: 1)WOODS AND METAL SURFACES SHALL BE SEMI-GLOSS OR EQUAL.2)ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR EQUAL.a.WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL.3)PAINTS IN WORKROOM, RESTROOM(S) OR CAFE BAR SHALL BE SEMI-GLOSS OR EQUAL. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. REFER TO CASEWORK FINISH SCHEDULE FOR CASEWORK FINISH MATERIAL INFORMATION. REFER TO INTERIOR FINISH ELEVATIONS FOR ARTWORK/GRAPHICS LOCATIONS. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/GRAPHICS FOR PROPER INSTALLATION. STARBUCKS TO SUPPLY RETAIL FLOOR TILE AND TILE BASE. GENERAL CONTRACTOR TO INSTALL. GENERAL CONTRACTOR TO SUPPLY WORKROOM TILE AND BASE AND INSTALL. GENERAL CONTRACTOR TO SUPPLY AND INSTALL MORTAR, ADHESIVE, AND GROUT. GENERAL CONTRACTOR TO INSPECT ALL TILES AND REJECT DAMAGED OR SUBSTANDARD TILES PRIOR TO INSTALLATION. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. KEYNOTES GENERAL NOTES 6 4'' CONCRETE CURB FOR FOOD CASE. FINISH WITH POLYVINYL BASE. 11 FLOOR TILE @ CAFE, VESTIBULE ,RESTROOMS , MANGER'S DESK ANDPARTNERS REST AREA (#20259). 12 TILE BASE - FLAT BRONZE (MT0060) - 6x12IN 150x300MM. @ CAFE , BACKBAR& VESTIBULE. 7 FRP BENEATH BACKBAR AT EXPOSED WALLS EXCEPTAT WARMING STATION. EXTEND FROM TOP OF WALL BASE TOUNDERSIDE OF COUNTERTOP. 1 RECESSED WALK-OFF MAT AT ENTRY. SEE INTERIOR DETAIL SHEETSFOR TRANSITION. 2 FLOOR SINK & FLOOR DRAIN LOCATION. SEE BUILDING FLOORPENETRATION PLAN ON SHEET A102 AND PLUMBING FOR ADDITIONALINFORMATION. 3 ELECTRICAL PENETRATION. SEE BUILDING FLOOR PENETRATION PLANON SHEET A102 AND ELECTRICAL FOR ADDITIONAL INFORMATION. 5 6" CONCRETE CURB FOR SAFE. FINISH WITH POLYVINYL BASE. 10 TILE BASE - PLAZA NOVA - BLACK SHADOW (#18740) - 6X12IN150X300M @ BACKBAR 9 TILE BASE - PLAZA NOVA - BLACK SHADOW (#18740) - 6x12iIN 150x300MM @RESTROOMS , MANAGER'S DESK & PARTNERS REST AREA. 4 10" CONCRETE CURB AT MOP SINK. 8 MOP SINK WHERE INDICATED. SEE PLUMBING PLANS FORMORE INFORMATION. FLOOR FINISH LEGEND 6" METAL TILE BASE - FLAT BRONZE POWDERCOAT MT0060 @ CAFE AREA , BACKBAR & VESTIBULE. T 20259 B X1122 A T 19289 LOBBY AREA FLOOR TILE - VENICE VILLA - IVORY 24" X 24"MANUF: STONEPEAK CERAMICS INC. WALK OFF MAT. - HELIX Z2 - BLACK AND GUNMETAL12" X 9" MANUF: IMPACT SPECIALTIES B 18740 B TILE BASE - PLAZA NOVA - BLACK SHADOW - 6x12iIN 150x300MM @ RESTROOMS , MANAGER'S DESK & PARTNERS REST AREA. PARTNERS REST AREA MANAGER'S DESKVESTIBULERR2 RR1 T 20259 B 18740 T 20259 B 18740 T 20259 B X1122 T 20259 B 18740 T 20259 B 18740 T 20259 B 18740 T 20259 B X1122 T 20259 B 18740 A A A A A A A 1 1 2 22 2 2 22 22 2 2 3 3 33 4 5 6 8 7 11 12 10 9 9 9 11 12 11 11 11 11 911 A A A A A A A A AA B B B B B B A A B BBB B B B B B B B A A A A AA AA BB B B B B B BB B B B B B B B B B B 03 I503 01 I503 BACKBAR A A A WORKROOM B B B B B 2 911 04 I503 12 I503 05 I503 17 I503 RETAIL AREA B B B B B B B B B B B ELECTRICAL ROOM 2 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 0 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I104 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA FLOOR FINISH PLAN Scale: 3/16" = 1'-0" 011ST FLOOR - FLOOR FINISH PLAN 0 2'4'8' Scale: 1/4" = 1'-0" N Revision Schedule Rev Date By Description 05/08/2024 A. B. C. D. E. F. G. H. I. J. K. L. M. N. WORKROOM TO BE FINISHED PER LOCAL CODE REQUIREMENTS. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON-TOXIC, NON-ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI-GLOSS OR HIGH-GLOSS FINISH. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS' NATIONALACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE:1)WOODS AND METAL SURFACES SHALL BE SEMI-GLOSS OR EQUAL.2)ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR EQUAL.a.WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL.3)PAINTS IN WORKROOM, RESTROOM(S) OR CAFE BAR SHALL BE SEMI-GLOSS OR EQUAL. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. REFER TO CASEWORK FINISH SCHEDULE FOR CASEWORK FINISH MATERIAL INFORMATION. REFER TO INTERIOR FINISH ELEVATIONS FOR ARTWORK/GRAPHICSLOCATIONS. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/ GRAPHICS FOR PROPER INSTALLATION. STARBUCKS TO SUPPLY RETAIL FLOOR TILE AND TILE BASE. GENERAL CONTRACTOR TO INSTALL. GENERAL CONTRACTOR TO SUPPLY WORKROOM TILE AND BASE AND INSTALL. GENERAL CONTRACTOR TO SUPPLY AND INSTALL MORTAR, ADHESIVE, AND GROUT. GENERAL CONTRACTOR TO INSPECT ALL TILES AND REJECT DAMAGED OR SUBSTANDARD TILES PRIOR TO INSTALLATION. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. WALL FINISH KEYNOTES GENERAL NOTES 1 PAINT WALLS PER INTERIOR ELEVATIONS. 2 INSTALL WALL FINISH PER INTERIOR ELEVATIONS. LEGEND GCLLSBWHVD RESPONSIBILITY LEGEND GENERAL CONTRACTORLANDLORDSTARBUCKSSTARBUCKS WAREHOUSE (3PL)STARBUCKS VENDOR DIRECT INDICATES BACKBAR WALL TILE (CERAMIC TECHNICS) @ 9'-0'' A.F.F + 1”W X 3”H TRIM PAINTED SW7045 @ 9'-3" A.F.F.+ UPPER WALLS (#17779) PAINTED SW7045 @ 12'-0" A.F.F. INDICATES RETAIL AREA WALL (#17779) PAINTED (SW7045) @ 9'-0" A.F.F.+ 1”W X 3”H TRIM PAINTED SW7045 @ 9'-3" A.F.F. + WALL (#17779) PAINTED (SW7045) @ 12'-0" A.F.F. INDICATES FRP @ 2' 10'' A.F.F. + BACKBAR WALL COMP - CP0056 @ 3'-3" A.F.F. + WALL TILE (CERAMIC TECHNICS) @ 9'-0'' A.F.F + 1”W X 3”H TRIM PAINTED SW7045 @ 9'-3" A.F.F.+ UPPER WALLS (#17779) PAINTED SW7045 @ 12'-0" A.F.F. 1 2 5 INDICATES RETAIL AREA WALL (#17779) PAINTED (SW6102) @ 9'-0" A.F.F.+ 1”W X 3”H TRIM PAINTED (SW6102) @ 9'-3" A.F.F. + WALL (#17779) PAINTED (SW6102) @ 20'-10" A.F.F.6 INDICATES WORKROOM FULL HEIGHT FRP (#11469). 7 8 9 INDICATES PARTNERS REST AREA FULL HEIGHT VINYLWALL PROTECTION (#18978). INDICATES FULL HEIGHT RESTROOM WALL TILE (#20175). 13 INDICATES HEADER RETAIL WALL 3”W X 3”H TRIM W/ LIGHTTROUGH PAINTED SW7045 + BULKHEAD (#17779) PAINTED (SW7045). 11 INDICATES HANGING ART PANELS*(#22068 , #22637 & @22915). INDICATES (N) WHITE WINDOW FILM (#X19461). 16 CUSTOM PLANTER FIRECLAY PUMICE 2”X6”EITH QUARTER ROUND AND PEAK14 PLACE HOLDER: SBDW004 PATTERN ZINTRA ECRU PANELMOUNTED ON PLYWOOD12 4 INSTALL NEW FULL HEIGHT F.R.P. ON NEW WALLS AT WORKROOM AREA ASINDICATED. REFER TO INTERIOR ELEVATIONS FOR INFORMATION. 6 INSTALL NEW F.R.P. AT BACK BAR CABINETS BELOW COUNTERTOPS AT HIDDENAREAS. 5 INSTALL NEW ARTWORK AS INDICATED. REFER TO INTERIOR ELEVATIONS, ARTWORK AND GRAPHICS SCHEDULE FOR MORE INFORMATION. INDICATES BACKBAR WALL COMPOSITE (CP0056) @ 5'-0" A.F.F + COMPOSITE TRIM (CP0056) @ 5'-1" A.F.F.3 INDICATES BACKBAR FRP @ 2'-10" A.F.F. + WALL COMPOSITE (CP0056) @ 5'-0" A.F.F. + COMPOSITE TRIM (CP0056) @ 5'-1" A.F.F.4 MOTORIZED SHADES. 15 10 INDICATES PARTNERS REST AREA FRP @ 2' - 10" + VINYLWALL PROTECTION (#18978). 3 INSTALL BACKBAR WALL TILE @ EXPOSED WALL SURFACE BEHIND UPPERSHELVES ON TOP OF BACKSPLASH , SEE INTERIOR ELEVATIONS FOR TILELOCATION. 7 INSTALL BACKBAR WALL CORIAN BEHIND WARMING OVENS AND UNDERCOUNTERFRIDGES, SEE INTERIOR ELEVATIONS FOR TILE LOCATION. INDICATES (N) WALL PAINTED SW7045. 17 I201 19 3 11 20 PARTNERS REST AREA RR2 RR1 VESTIBULE MANAGER'S DESK I201 4 8 12 18 2 1 I204 2 3 4 I201 17 1 2 10 I204 5 I301 3I301 4 -I301 1 I301 7 BACKBAR 1 2 2 3 1 4 2 6 5 2 7 5 5 5 5 6 65 1 1 1 1 2 2 1 2 2 3 4 7777 7 7 7 7 7 7 7 7 77 8 7 8 8 8 8 8 8 8 8 9 9 9 99 9 9 9 9 9 9 9 2 2 11 11 11 12 14 14 1414 14 14 14 14 16 16 13 13 08 I503 07 I503 11 I503 13 I503 I204 6 15 10 5 5 5 7 -- - I202 I203 3 4 5 9 RETAIL AREA ELECTRICAL ROOM 17 17 17 17 17 17 17 17 17 17 17 17 17 17 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 1 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I105 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA WALL FINISH PLAN Scale: 3/16" = 1'-0" 011ST FLOOR - WALL FINISH PLAN 0 2'4'8' Scale: 1/4" = 1'-0" N Revision Schedule Rev Date By Description 05/08/2024 A. B. C. D. E. F. G. H. I. J. K. L. M. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON SHEET I601. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/ GRAPHICS FOR PROPER INSTALLATION. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE:1)WOODS AND METAL SURFACES SHALL BE SEMI-GLOSS OR EQUAL.2)ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR EQUAL.a.WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL.3)PAINTS IN WORKROOM, RESTROOM(S) OR CAFE BAR SHALL BE SEMI-GLOSS OR EQUAL. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL ACCOUNT COLOR CODE WHEN ORDERING PAINTS. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON-TOXIC, NON-ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI-GLOSS OR HIGH GLOSS FINISH. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. REFER TO CASEWORK FINISH SCHEDULE ON THE CASEWORK FINISH PLAN ON SHEET I102 FOR CASEWORK FINISH MATERIAL INFORMATION. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. ALL FOOD STORAGE SHALL BE 6" (150MM) A.F.F. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. KEYNOTES GENERAL NOTES 1 (N) EMERGENCY EXIT LIGHT SIGN (#19045) CENTER AT DOOR 2 INDICATES PARTNERS REST AREA FULL HEIGHT VINYL WALLPROTECTION (#18978) . 4 (N) MANAGER'S DESK (SEE ENLARGED DETAILS). 6 (N) LOCKERS TO BE ELEVATED 6" ABOVE FLOOR FINISH. 5 (N) PARTNER AMENITY STATION. SEE I502F FOR MORE DETAILS. 3 FAUCET - DOUBLE LABORATORY WITH BENT RISER SPOUT 7 (N) CORIAN BACKSPLASH (#CP0056). 8 (N) COAT HOOK. 9 TILE BASE - PLAZA NOVA - BLACK SHADOW - 6x12iIN 150x300MM 18 NEW FRAMED ARTWORK (#22915) 1" WHITE OAK FRAME WITHOVERALL SIZE 4' 1" W X 3' 4" H. 10 FRP ON NEW WALLS (#11428) AS INDICATED. REFER TO WALLFINISH SCHEDULE FOR MORE DETAILS AND INFORMATION. 13 (N) ICE MACHINE (SEE PLUMBING AND ELECTRICAL DRAWINGS FORADDITIONAL INFORMATION). 14 (N) FIRE EXTINGUISHER 12 (N) WALL MOUNT HAND SINK WITH SOAP AND PAPER TOWELDISPENSER. G.C. TO PROVIDE BLOCKING FOR FASTENERS. 15 (N) MOP SINK. FULL HEIGHT FRP AT ENCLOSURE (SEE PLUMBINGPLANS FOR MORE INFORMATION). 16 (N) WATER HEATER (SEE PLUMBING DRAWINGS). 17 (N) WATER FILTRATION EQUIPMENT (SEE PLUMBING DRAWINGS). 11 WOODEN CAP (WD0073). 20 FRP BEHIND PARTNER AMENTY STATION. 19 NEW FRAMED ARTWORK (#22673) 1" WHITE OAK FRAME WITHOVERALL SIZE 6' 2" W X 4' 7" H. 21 (N) DOUBLE ACTING ELIASON DOOR (PL0027) 22 (N) LED LIGHT STRIP BELOW MANAGERS DESK INDICATES WALL BLOCKING. BLOCKING TO BE PROVIDED AS REQUIRED TO SUPPORT WALL ATTACHMENTS. EXTEND BLOCKING 4" (100mm) BEYOND EDGE OF ATTACHMENTS. LEGEND WALL TILE START POINT DATUM 9 2 4 8 3' - 1 0 " B 18740 10 ' - 0 " Q 18978 9 2 4 B 18740 10 ' - 0 " 22 M 17797 A 10005 A 19340 6" L 19045 1 9 Q 18978 2 4' - 1"4' - 10" 3' - 4 " C X1110 F 22915 18 B 187403' - 7 " Q 18978 ETK0048 E 10267 C 17574 C 17747 C X2328 P 10152 P 10549 4' - 8 " 5' - 9 " F X0053 PL0027PL0027 3 5 6 7 2Q189782 Q 18978 2 11 CP0056 2' - 1 0 " 20Q OPEN TO MANAGER'S DESK 10 ' - 0 " C X1112 ETK0082 WD0073 2' - 1 1/4"3' - 0"2' - 1 1/4"6' - 7" B 18740 9 OPEN TO MANAGER'S DESK 7' - 0 " L 19045 Q 18978 2 1 21 7' - 1 1 " 10 ' - 0 " 9 OPEN TO PARTNER REST AREA C X1112 WD0073 6" B 18740 OPEN TO PARTNER REST AREA Q 18978 FTK0051 8 9 2 3' - 1 1 " 6" 10 ' - 0 " B 18740 Q 18978 9 2 10 ' - 0 " A 18744 B 18740 6" 4' - 8 " L 19045 7' - 0 " 8' - 0 " 10 ' - 0 " U 18978 1 9 Q 18978 F 22673 C X1100 4' - 7"6' - 2"4' - 0 1/2"3' - 0" FTK0051 8 19 2 B 18740 OPEN TO WORKROOM 5 1/4" C X1113 214' - 7 " 3' - 9 " WD0073 10 10 ' - 0 " Q 11428 Q 11428 10 B 18740 9 6" 10 ' - 0 " L 19045 Q 11428 Q 11428Q11428 101010 1 B 18740 9 12 14 15 16 17 6" 10 ' - 0 " 5' - 2" 6" 10 ' - 0 " 8' - 0 " L 19045 1 Q 10 B 18740 9 13 D 10086 25 PL0027 21 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 3 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I201 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA INTERIOR FINISHELEVATIONS 0 2'4'8' Scale: 1/4" = 1'-0" Scale: 3/8" = 1'-0" 4MANAGER'S DESK ELEVATION A Scale: 3/8" = 1'-0" 8MANAGER'S DESK ELEVATION B Scale: 3/8" = 1'-0" 12MANAGER'S DESK ELEVATION C Scale: 3/8" = 1'-0" 3PARTNER REST AREA ELEVATION A Scale: 3/8" = 1'-0" 18MANAGER'S DESK ELEVATION D Scale: 3/8" = 1'-0" 11PARTNER REST AREA ELEVATION BScale: 3/8" = 1'-0" 19PARTNER REST AREA ELEVATION C Scale: 3/8" = 1'-0" 20PARTNER REST AREA ELEVATION D Scale: 3/8" = 1'-0" 10WORKROOM ELEVATION B Scale: 3/8" = 1'-0" 17WORKROOM ELEVATION D Scale: 3/8" = 1'-0" 1WORKROOM ELEVATION C Scale: 3/8" = 1'-0" 2WORKROOM ELEVATION A Revision Schedule Rev Date By Description 05/08/2024 A. B. C. D. E. F. G. H. I. J. K. L. M. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON SHEET I601. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/ GRAPHICS FOR PROPER INSTALLATION. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE:1)WOODS AND METAL SURFACES SHALL BE SEMI-GLOSS OR EQUAL.2)ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR EQUAL.a.WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL.3)PAINTS IN WORKROOM, RESTROOM(S) OR CAFE BAR SHALL BE SEMI-GLOSS OR EQUAL. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL ACCOUNT COLOR CODE WHEN ORDERING PAINTS. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON-TOXIC, NON-ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI-GLOSS OR HIGH GLOSS FINISH. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. REFER TO CASEWORK FINISH SCHEDULE ON THE CASEWORK FINISH PLAN ON SHEET I102 FOR CASEWORK FINISH MATERIAL INFORMATION. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. ALL FOOD STORAGE SHALL BE 6" (150MM) A.F.F. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. GENERAL NOTES KEYNOTES 11 PLACE HOLDER: SBDW004 PATTERN - ZINTRA ECRU PANEL MOUNTEDON PLYWOOD 4 EMERGENCY EXIT LIGHT. 5 WALL TEXTURE - TEXTURGLAS -TG4 BURLAP (#17779) PAINTED (SW7045).REFER TO WALL FINISH SCHEDULE FOR MORE DETAILS AND INFORMATION. 1 EXISTING WINDOW/STOREFRONT TO REMAIN. 10 NEW FRAMED ARTWORK REGIONAL COFFEE TASTING NOTES(#22068). 9 NEW WALL SCONCE (#20673) - BRENDAN RAVENHILL ADA LARGE -BLACK AND BRASS. 3 INSTALL AIR CURTAIN AS REQUIRED PER JURISDICTION. 7 WOODEN TRIM 1" H X 3" H (X1234) PAINTED (SW7045). 2 (N) ENTRANCE DOOR. 6 WALL TEXTURE - TEXTURGLAS -TG4 BURLAP (#17779) PAINTED (SW6104).REFER TO WALL FINISH SCHEDULE FOR MORE DETAILS AND INFORMATION. 8 WOODEN TRIM 1" W X 3" H (X1235) PAINTED (SW6102). 12 WOODEN CAP (WD0073). 13 CUSTOM PLANTER WITH METAL LINER FIRECLAY PUMICE 2" X 6" WITH QUARTERROUND AND BEAK TRIM. 14 CUSTOM STUDY TABLES (WD0073) WITH METAL BASE (MT0060). 15 WOODEN TRIM 3" W X 3" H W/ LIGHT TROUGH PAINTED (SW7045). 16 BLACK DASHED LINE INDICATES (N) SOFT GLOW COVER LIGHTINGFOR THE LARGE VERTICAL ART PIECE ON THE NORTHERN WALL ONTHE SIDES AND TOP . 17 GRAY DASHED LINE INDICATES (N) RECESSED LED LIGHT IN AWOODEN TRIM (#X0610) . 18 (N) METAL BASE - MT0060 FLAT BRONZE - 6x12in 150X300MM 19 (N) TACTILE EXIT SIGN 20 DOOR AND GATE HARDWARE SHALL BE AT 34" 44" ABOVE FINISH FLOOR INDICATES WALL BLOCKING. BLOCKING TO BE PROVIDED AS REQUIRED TO SUPPORT WALL ATTACHMENTS. EXTEND BLOCKING 4" (100mm) BEYOND EDGE OF ATTACHMENTS. LEGEND WALL TILE START POINT DATUM OPEN TO VESTIBULE 6" 12 ' - 0 " HE A D E R 7' - 0 " Q 17779 SW7045 Q 17779 SW7045 Q 17779 SW7045 L 20673 SW6102 SW7045SW7045SW7045SW6102 Q 17779 SW6102 SW6102 Q 17779 C X1234 C X1234 C X1234 C X1234 C X1234CX1234 C X1234 SW6102 SW6102 9' - 0 " 9' - 3 " 12 ' - 3 " C X1234 SW6102 Q 17779 SW6102 Q 17779 SW6102SW6102 20 ' - 0 " 11 8 7 7 78 8 8 6 5 5 56 66 8 9 3' - 0 " 7' - 1"3" 14' - 2"3" 17' - 5 1/4"3"3"3' - 6 1/4"3"9' - 3"3"3' - 6" WD0073 12 C X1111 6' - 6 " 7' - 5 " 8' - 4 " 16LX061216LX0612 L 19045 4 OPEN TO VESTIBULE 6" SW6102SW6102 9' - 3" 19 ' - 0 " B X1123 18 SW7045 Q 17779 SW7045 Q 17779 C X1234 SW7045 C X1234 SW7045 Q 17779 SW7045 Q 17779 L 20673 C X1234 SW7045 C X1234 SW7045 L 20673 6" 12 ' - 0 " 3" 7' - 9 " 3' - 9 " 4' - 1 " 8' - 1 1 " F 22068 2 7 5 5 77 55 9 9 10 SW70457 1' - 1 0 " 6' - 6 " 2' - 9 1/4"3"12' - 5 3/4"3"22' - 3"3"5' - 9"3"5' - 3"3"4' - 9" C X00031313 14 1' - 3 " C X0003 1 M X2013 3 SW7045 Q 17779 C X1235 SW7045 5 15 4 C X1234 SW7045 C X1234 SW7045 7 C X1234 SW7045 7L19045 7 L X0610 17LX061017 4' - 4 " B X112318 EXIT. . .. . .. EQ EQ 19 G009 A 1 20 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 3 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I202 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA INTERIOR FINISHELEVATIONS 0 2'4'8' Scale: 1/4" = 1'-0" NOT USED Scale: 3/8" = 1'-0" 2CAFE SEATING AREA INTERIOR ELEVATION B Scale: 3/8" = 1'-0" 1CAFE SEATING AREA INTERIOR ELEVATION A Revision Schedule Rev Date By Description 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 A. B. C. D. E. F. G. H. I. J. K. L. M. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON SHEET I601. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/ GRAPHICS FOR PROPER INSTALLATION. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE:1)WOODS AND METAL SURFACES SHALL BE SEMI-GLOSS OR EQUAL.2)ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR EQUAL.a.WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL.3)PAINTS IN WORKROOM, RESTROOM(S) OR CAFE BAR SHALL BE SEMI-GLOSS OR EQUAL. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL ACCOUNT COLOR CODE WHEN ORDERING PAINTS. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON-TOXIC, NON-ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI-GLOSS OR HIGH GLOSS FINISH. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. REFER TO CASEWORK FINISH SCHEDULE ON THE CASEWORK FINISH PLAN ON SHEET I102 FOR CASEWORK FINISH MATERIAL INFORMATION. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. ALL FOOD STORAGE SHALL BE 6" (150MM) A.F.F. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. GENERAL NOTES KEYNOTES 11 NEW MENU BOARDS @ 7' - 7" A.F.F. TO BOARDS CENTERLINE. 4 EMERGENCY EXIT LIGHT. 5 WALL TEXTURE - TEXTURGLAS -TG4 BURLAP (#17779) PAINTED (SW7045).REFER TO WALL FINISH SCHEDULE FOR MORE DETAILS AND INFORMATION. 1 EXISTING WINDOW/STOREFRONT TO REMAIN. 10 CUSTOM TABLE TOP WD0073 36" W WITH CUSTOM LIGHT FIXTURE. 9 NEW WALL SCONCE (#20673) - BRENDAN RAVENHILL ADA LARGE -BLACK AND BRASS. 3 INSTALL AIR CURTAIN AS REQUIRED PER JURISDICTION. 7 WOODEN TRIM 1" H X 3" H (#X1234) PAINTED (SW7045). 2 EXISTING ENTRANCE DOOR TO REMAIN. 6 CUSTOM PLANTER WITH METAL LINER FIRECLAY PUMICE 2" X 6" WITH QUARTERROUND AND BEAK TRIM. 8 WOODEN TRIM 3" W X 3" H (#X1235) PAINTED (SW7045). 12 3/4" PLYWOOD WALL BLOCKING FOR DIGITAL MENU BOARDS. 13 ILLUMINATED MOP SIGN (#23374). 14 ORDER STATUS MENU BOARD. 15 ORDER STATUS BOARD MOUNTING BRACKET 16 WALL BAY 3 UNIT - 108IN 2745MM - BLACK WD0035 17 WINDOW FILM - (X19461) 18 MOTORIZED SHADES ( MANUFACTURE OF RollAShade). 19 (N) Metal Base - MT0060 Flat Bronze- 6x12in 20 (N) TACTILE EXIT SIGN 21 DOOR AND GATE HARDWARE SHALL BE AT 34" 44" ABOVE FINISH FLOOR 6" 3' - 3 " 7' - 5 " 8' - 2 " A 22972 A 22970A22972 A 23021 A 22202 SW7045 Q 17779 C X1234 SW7045 20 ' - 0 " 3"9' - 7" SW7045 SW7045 Q 17779 C X1235 C X1234 SW7045 SW7045 SW7045 Q 17779 C X1235 C X1234 SW7045 SW7045 SW7045 Q 17779 C X1234 SW7045 SW7045 SW7045 Q 17779 C X1235 C X1235 9' - 0 " 3" 5 8 7 5 8 7 5 5 8 7 5 8 7 11 15 13 14 12 10 10 6 16C21734 WD0073MAD101-V C X0002 7' - 10"25' - 10"11' - 0 1/4" 5 1/4"2' - 2"7" L 20831 (3) A 22970 B X1123 19 L 20673 L 19045 M X2013 SW7045 C X1234 4" 12 ' - 0 " 7' - 5 " 8' - 2 " 1 2 3 4 3"3' - 11 3/4" 10 C X0002 6 A 23021 A 22202 SW7045 Q 17779 SW7045 Q 17779 SW7045 Q 17779 SW7045 C X1234 C X1235 SW7045 C X1235 SW7045 55 588 7 9 7 13 6' - 6 " QX19461 QX19461 1717 E X1334 18 20 ' - 0 " 4' - 7"7' - 1 3/4"5' - 5 3/4" I504C 1 L X0610LX0610 B X1123 19 EXIT. . .. . .. .. . . . .. 4' - 2 " G009 A 1 20 21 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 4 8 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I203 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA INTERIOR FINISHELEVATIONS Scale: 3/8" = 1'-0" 3CAFE SEATING AREA INTERIOR ELEVATION C Scale: 3/8" = 1'-0" 4CAFE SEATING AREA INTERIOR ELEVATION D 0 2'4'8' Scale: 1/4" = 1'-0" Revision Schedule Rev Date By Description 3 01-26-24 BH HEALTH COMMENTS 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 A. B. C. D. E. F. G. H. I. J. K. L. M. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON SHEET I601. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/ GRAPHICS FOR PROPER INSTALLATION. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE:1)WOODS AND METAL SURFACES SHALL BE SEMI-GLOSS OR EQUAL.2)ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR EQUAL.a.WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL.3)PAINTS IN WORKROOM, RESTROOM(S) OR CAFE BAR SHALL BE SEMI-GLOSS OR EQUAL. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL ACCOUNT COLOR CODE WHEN ORDERING PAINTS. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON-TOXIC, NON-ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI-GLOSS OR HIGH GLOSS FINISH. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. REFER TO CASEWORK FINISH SCHEDULE ON THE CASEWORK FINISH PLAN ON SHEET I102 FOR CASEWORK FINISH MATERIAL INFORMATION. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. ALL FOOD STORAGE SHALL BE 6" (150MM) A.F.F. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. GENERAL NOTES KEYNOTES 1 NEW MENU BOARDS @ 7' - 7" A.F.F. TO BOARDS CENTERLINE 5 CORIAN TILE TO EXTEND BELOW WARMING STATION TO TOP OF WALL BASE. 2 SHELVING FOR CBE STATION AS SHOWN. G.C. TO PROVIDE WALLBLOCKING FOR FASTENERS. 4 WALL FINISH BEHIND EXPOSED CABINETRY AND BELOW UNDERSIDE OFCOUNTERTOP SUBSTRATE TO BE FRP. 6 PROVIDE 6" (150MM) MIN. INTEGRAL SPLASHGUARD AT HAND SINK PERJURISDICTIONAL REQUIREMENTS. 7 3/4" PLYWOOD WALL BLOCKING FOR DIGITAL MENU BOARDS. 8 ILLUMINATED MOP SIGN (#23374). 3 (N) DRIVE THRU WINDOW. 9 INDICATES BACKBAR CORIAN CLADDING (#CP0056) . 11 WALL TEXTURE - TEXTURGLAS -TG4 BURLAP (#17779) PAINTED (SW7045).REFER TO WALL FINISH SCHEDULE FOR MORE DETAILS AND INFORMATION. 10 WOODEN TRIM 1" H X 3" H (#X1234) PAINTED (SW7045). 12 TILE - ALTAMIRA COLORS BY CERAMIC TECHNICSVANILLA SMOOTH FINISH - 3X10IN (20175) 13 (N) Metal Base - MT0060 Flat Bronze- 6x12in 14 (N) TILE BASE - PLAZA NOVA - BLACK SHADOW - 6x12iIN 150x300MM INDICATES WALL BLOCKING. BLOCKING TO BE PROVIDED AS REQUIRED TO SUPPORT WALL ATTACHMENTS. EXTEND BLOCKING 4" (100mm) BEYOND EDGE OF ATTACHMENTS. LEGEND WALL TILE START POINT DATUM PL0027PL0027#4BRUSHED16GA #4BRUSHED16GA #4BRUSHED16GAPL0027PL0027PL0027PL0027 WD0073MAD101-V 8 CP00569 6" 12 ' - 0 " 7' - 0 " PL0027PL0027 Q 20175Q20175 Q 17779Q17779 A 23021 SW7045 10 128 C X1234 SW7045 11 6" 9' - 0 " 9' - 3 " 12 ' - 0 " QX19461 B 18740 14 PL0027PL0027PL0027PL0027#4BRUSHED16GA PL0027PL0027 CP0056 MT0028 C 17580 C 22632 (2) Q 20175 Q 17779Q17779 A 22970A22970 CP0056 PL0027PL0027 CP0056 Q 17779Q17779 Q 20175Q20175 A 23021 A 22202 2 3 444 6 9 CP0056 9 9 C X1234 SW7045 10 SW7045 11 SW7045 11 C X1234 SW7045 10 C X1234 SW7045 10 12 12 3' - 3 " 5' - 0 " 2' - 1 0 " 9' - 0 " 9' - 3 " 12 ' - 0 " 3' - 3 " 1' - 0 " 2' - 1 0 " 9' - 2 " Q 20175 12 1 7 7' - 10"25' - 10"11' - 0 1/4" 5 1/4"2' - 2"7" 4' - 10" 4 1 / 2 " 2 1 / 2 " 3' - 8" B 18740 14 5 9 Q 20175 SW7045 Q 17779 SW7045 C X1234 12 10 11 5' - 0 " 1" 9' - 0 " 3" CP0056 PL0027PL0027 12 ' - 0 " 1 4 7 9 11 12 C X1234 SW7045 10 CP0056 Q 20175 SW7045 PL0027PL0027 #4BRUSHED16GA2' - 1 0 " 3' - 3 " 9' - 0 " 9' - 3 " 12 ' - 0 " D 10086 25 PL0027 B X112313 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 5 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I204 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA INTERIOR FINISHELEVATIONS 0 2'4'8' Scale: 1/4" = 1'-0" NOT USED Scale: 3/8" = 1'-0" 2BACKBAR INTERIOR ELEVATION D Scale: 3/8" = 1'-0" 3BACKBAR INTERIOR ELEVATION C Scale: 3/8" = 1'-0" 4BACKBAR INTERIOR ELEVATION B Scale: 3/8" = 1'-0" 5BACKBAR INTERIOR ELEVATION A Scale: 3/8" = 1'-0" 6BACKBAR INTERIOR ELEVATION E NOT USED Revision Schedule Rev Date By Description 3 01-26-24 BH HEALTH COMMENTS 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 5 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I210 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA INTERIOR RENDEREDVIEWS Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 1 : 5 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I211 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA INTERIOR RENDEREDVIEWS NOT USED Revision Schedule Rev Date By Description 05/08/2024 (N) 1-DR U/C FRIDGE (TOTAL OF 8) (N) CUP CADDY (N) RINSERSINK(N) ESPRESSOMACHINE (TOTAL OF 2) (N) CUPLABELER(TOTAL OF 4) (N) 45 LB ICE BIN (2)(N) 45 LB ICE BIN (2)(N) POS & ALLASSOSCIATEDEQUIPMENT (N) POS PRINTER (N) U/C SAFE (N) 1-DR U/C FRIDGE (TOTAL OF 8) (N) ESPRESSOMACHINE (TOTAL OF 2) (N) 1-DR U/C FRIDGE (TOTAL OF 8) WD0073MAD101-V DT EQUIPMENT (N) 1-DR U/CFRIDGE(TOTAL OF 8) (N) 1-DR U/CFRIDGE(TOTAL OF 7) (N) 90 LBS ICE BIN (N) CUP LABELER (TOTAL OF 4) (N) RINSE DROP IN SINK (N) 90 LBS ICE BIN (N) 1-DR U/CFRIDGE(TOTAL OF 7) (N) BLENDER (TOTAL OF 2)(N) TEA SHELVES (2)(N) DRY INCLUSION SHELF (N) BLENDER (TOTAL OF 2)(N) NITROTAP (N) NITRO GENERATOR(N) NITROFRIDGE (N) SHUTTLES & WARMERS (TOTAL OF 2 ) (N) DROP SINK(N) DUAL BREWER (N)GRINDER 7' - 10"25' - 10"11' - 0 1/4" 5 1/4"2' - 2"7" (N) U/C THAW RACK (N) 1-DR U/C WARMING FRIDGE (2) (N) 1-DR U/C WARMING FRIDGE (2) (N) WARMING OVENS (3)(N) CUP LABELER(TOTAL OF 4)C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 0 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I301 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ENLARGED ENGINEELEVATIONS 0 2'4'8' Scale: 1/4" = 1'-0" Scale: 1/2" = 1'-0" 4ENLARGED ENGINE ELEVATION C Scale: 1/2" = 1'-0" 3ENLARGED ENGINE ELEVATION B Scale: 3/8" = 1'-0" 1ENLARGED ENGINE ELEVATION A Scale: 1/2" = 1'-0" 7ENLARGED ENGINE ELEVATION D NOT USED Revision Schedule Rev Date By Description 05/08/2024 KEYNOTES GENERAL NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. MINIMUM 30"X48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH TO ACCESSORIES - 11B-305 ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE - (11B-305) MIRROR(S) IS MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTIVE SURFACE NO HIGHER THAN 40" FROM THE FLOOR - )(11B-603.3) OPERABLE PARTS (INCLUDING COIN SLOTS) OF ALL FIXTURES OR ACCESSORIES ARE LOCATED A MAXIMUM OF 40" ABOVE FLOOR (I.E. SOAP DISPENSERS, TOWELS, TOILET SEAT COVERS, AUTO-DRYERS, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, ETC) - (11B-309) CONTROLS AND OPERATING MECHANISMS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST - 11B-309 THE FORCE REQUIRED TO ACTIVATE CONTROLS IS 5 LBF MAXIMUM - 11B-309 COAT HOOKS AND SHELVING ARE LOCATED WITHIN APPROPRIATE REACH RANGES (48" MAX ABOVE FLOOR RECOMMENDED) - (11B-308) IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE HAS USABLE SHELF NO HIGHER THAN 44" ABOVE FLOOR. DETAILS ARE FOR REFERENCE ONLY. ALL RESTROOM ACCESSORIES MOUNTING HEIGHTS TO MEET ACCESSIBILITY REQUIREMENTS PER STARBUCKS ACCESSIBILITY STANDARDS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DIMENSIONS ARE TO FACE OF FINISHED SURFACE. CHANGING STATION IS TO BE INSTALLED PER MANUFACTURER’S INSTRUCTIONS. UNIT IS TO BE FASTENED TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. STANDARD INSTALLATION IS ATTACHMENT TO WOOD STUDS AND/OR WOOD BLOCKING. FOR NON STANDARD FRAMING CONDITIONS OTHER THAN CONCRETE, USE TOGGLER SNAPTOGGLE HEAVY DUTY TOGGLE BOLTS TO SECURELY ATTACH CHASSIS TO WALL. FOR CONCRETE WALLS, USE FISCHER S-PLUG FIXINGS TO ANCHOR FASTENERS. SUBSTITUTION OF FASTENERS OTHER THAN THE MANUFACTURER AND PRODUCT SPECIFIED IS NOT ALLOWED WITHOUT PRIOR APPROVAL. LOAD TEST AFTER INSTALLATION WITH 100 LB. WEIGHT FOR 15 MINUTES. LOCATE STATION TO ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, GRESS, OR DOOR SWING. VERIFY ANY ALTERNATE LOCATION OR INSTALLATION APPROACH WITH STARBUCKS PROJECT LEAD. FOR ADDITIONAL MOUNTING REQUIREMENTS, HEIGHTS, ETC. SEE SHEET G010 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO BE TAKEN FROM A DESIGNATED DATUM POINT. DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS OTHERWISE NOTED. DIAPER CHANGING STATION IS TO BE INSTALLED PER MANUFACTURER ’S INSTRUCTIONS. UNIT IS TO BE FASTENED TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. LOCATE DIAPER CHANGING STATION AS SHOWN TO ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, EGRESS, OR DOOR SWING. ALL RESTROOM ACCESSORY MOUNTING HEIGHTS AND CLEARANCES SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE LOCAL JURISDICTION. V. LAVATORY TAILPIPE AND HOT WATER LINES SHALL BE INSULATED OR COVERED PER CBC 11B-606.5 NOTE:- REFER TO 4 / G-010 FOR ACCESSIBLE MOUNTING HEIGHTAND CLEARANCE REQUIREMENTS 21 NEW TILE WALL (#20175).SEE DETAIL 13 / SHEET I401. 20 RESTROOM SIGN WOMEN ACCESSIBLE. SEE SHEET G010 FOR MOREDETAILS. 16 NEW GRAB BAR 11 NEW TOILET PAPER DISPENSER 10 NEW TOILET SEAT COVER DISPENSER 13 60" DIAMETER CLEAR FOR WHEELCHAIR ACCESS 9 NEW SOAP DISPENSER 17 ALL NEW DOORS SHALL HAVE PRIVACY LATCHES. 1 NEW MIRROR 2 NEW WALL SCONCE LIGHT FIXTURE. CENTER OVER MIRROR(SEE ELECTRICAL). 4 NEW LAVATORY. 3 NEW COAT HOOK - CENTER ON DOOR 5 ACCESSIBLE RESTROOM SIGNAGE. 8 NEW HAND DRYER AND BACK PANEL. 6 NEW WALL HYDRANT. 7 NEW ROUND FLOOR DRAIN. 14 MAINTAIN 17'' MIN. AND18" MAX. CLEARANCE FROM FACE OF SIDE WALL TOCENTERLINE OF ACCESSIBLE WATER CLOSET. 15 MAINTAIN 18'' MINIMUM CLEARANCE FROM FACE OF SIDE WALL TOCENTERLINE OF ACCESSIBLET LAVATORY. 19 RESTROOM SIGN MEN ACCESSIBLE. SEE SHEET G010 FOR MORE DETAILS. 12 NEW PARTITIONS WITH DOORS AT RESTROOM BY WILSONART#X1595 GREY. 18 HATCHED AREA INDICATES THE NEEDED CLEARANCE ON PUSH AND PULLSIDES OF ACCESSIBLE RESTROOM DOOR,ACCORDING TO 2010 ADASTANDARDS 404.2.4.1 MAINTAIN CLEARANCE AS INDICATED. 22 30''x48'' CLEAR FLOOR SPACE FOR URINAL PER 11B-604. 23 THE WIDE OF THE COMPARTMENT SHALL BE 60"MIN. 24 THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILETCOMPARTMENTS SHALL BE 44" INCHES. 25 BABY CHANGING STATION COMPLY WITH11B-309,11B-902 AND 11B-226.4. 2' - 0"1' - 0" 3' - 0" 3' - 0 " 1' - 5 3 / 4 " 1' - 6" 3' - 0 " 1' - 7 " 3' - 5 " 1' - 6 " 3' - 3" 6"4' - 0" 3' - 3 1/2"5 1/4" 1' - 6 1/4" 2' - 3 " 2' - 9 " 1' - 6 " 3' - 3 " 2' - 9 " ELECTRIC HAND DRYER FRONT ELEVATION 4' - 0 " HAND SINKFRONT ELEVATION COATHOOK ELEVATIONHAND SINKSIDE ELEVATION TOILETFRONT ELEVATION TOILETSIDE ELEVATION 3' - 6 " I402 1 2 3 4 I403 2 4 6 1 P 22558 E 10862 E 10859 E 10099 E 10172 E 10769 E 10769 P 22558 E 10859 E 10099 E 10172 P 22558 P 22558 P 22556 P 10116 P 21352F10093 E 10179 P X1000 P 21352 P 10116 P X1000 F 10093 E 10179 P 22558 P 10630 P 10630 1' - 6 " 1' - 0 " 1' - 0 " 1' - 6 " 18 1' - 5 " 5' - 0 " 3' - 3 " 3' - 3 " 3' - 8 3 / 4 " MI N 1 ' - 6 " 1' - 8 " MI N 1 ' - 6 " 1' - 8 " 9 1 L 20752 L 20752 E X1220 E X1221 22 44 1 F 10756F10756(2)(3)33 FTK0074 FTK007455 66 7 7 E 10947 10 11 10 11 1313 15 14 15 1' - 5 " 14 13 13 13 RR2 RR1 17 1718 16 16 2121 19 20 12 E 10947 9 F 19781 F 19781 F 19783 F 19783 E 10179 8 E 10179 8 12 12 12 D 10190 53D1019054 WD0073WD0073 F 10093 F 10093 E 21988E21988 5' - 2 1 / 2 " E 10862 9" 23 23 9" EQ EQ 6' - 10 1/2" 24 3' - 9 3/4"24 E 10384 4" 25 E 10384 25 MAIN FIELD TILESPEC: Tile - Pro Architectura - Grey PN09 - 4x12in 100x300mmSTACKED VERTICALLYMANUFACTURER: AMBIENTE TILE BASE - PLAZA NOVA - BLACK SHADOW - 6x12iIN 150x300MM @ RESTROOMS B 18740 Q 20175 COLORCODE SW7008 CP-1 DESCRIPTION CEILING, RESTROOMALABASTER(USE CP-1 PRIMER) PRIMER MATERIAL PAINT PRIMER MANUFACTURER SHERWIN-WILLIAMS SHERWIN-WILLIAMSPREPRITE 200PRIMER B28 LIGHT REFLECTANCEVALUE LRV=82 N/A REMARKS SEMI-GLOSS"STARBUCKS""ALPACA" COLOR PRIMESYSTEM P-1 SHIP GC GC ITEM # 20752 DESCRIPTION SCONCE - MATTEOSQUIRCLE DOUBLE - BLACK PRICE N/A MANUFACTURER MATTEO LIGHTING CONTACT INFORMATION CONTACT: 604 560 5136 21772 CAN - LED ADJUSTABLERECESSED N/A ALPHABET LEDRA SHIP VD VDCONTACT: 714 259 995 10756 COAT HOOK 1 PRONGSQUARE - 2IN - SST N/A GAMCO VD N/A 19045 LED EXIT SIGN WITH EMERGENCY LIGHT N/A LITHONIA LIGHTING CONTACT: 800 334 8694 SB 10993 MIRROR - RESTROOM -18X30IN N/A GAMCO N/A GC ITEM #DESCRIPTION MANUFACTURER MODEL #QTY REMARKS SKU #SHIP RR COVE BASE DALTILE PALE UMBER#44 24"X24" VENICE VILLA IVORY 1 1 1 CONTACT(206) 388-1039 CONTACT REXREVARD 909.247.5324 CONTACTstonepeakceramics.com GC GC GC GC RR FLOOR TILE STONEPEAK RR FLOOR GROUT MAPEI1 FLOOR COVERINGS SCHEDULE FINISHES AMBIENTE CONTACT INFO:(206) 388-1039DALTILE.COM A A B DALTILE CONTACT INFO:(212)729-6332 B STONEPEAK CONTACT INFO:stonepeakceramics.com(312) 506 2800 C C 20175 18740 20259 X0001 RR CERAMIC WALL TILE AMBIENTE Pro Architectura - Grey PN09 - 4x12in PLAZA NOVA - BLACK SHADOW - 6x12IN CONTACT(212)729-6332 MAPEI CONTACT INFO:REX REVARD (312) 506 2115 D D 1 1 CONTACT(800) 433-3222 GC GC X1220 X1221 TOILET PARTITION WILSONART 1595 - BLACK PARTITIONS CONTACT(800) 433-3222TOILET PARTITION WILSONART 1595 - BLACK WILSONART CONTACT INFO:(800) 433 3222 E E GRAY#09 BLACK#101 CONTACT REXREVARD 909.247.5324 GC GC RR BASE GROUT MAPEI RR FLOOR GROUT MAPEI1 C X0002 X0001D CONTACT REXREVARD 909.247.5324 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 0 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I401 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA RESTROOM PLAN &ELEVATIONS Scale: 3/8" = 1'-0" 01MOUNTING HEIGHTS FOR RESTROOM ACCESSORIESScale: 1/2" = 1'-0" 051ST FLOOR - RR PLAN 0 1'2'4' Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" 03WALL TILE PATTERN LIGHTING & SHELF & HOOK INFORMATION PAINT & WALL TREATMENT SCHEDULEFLOOR FINISH SCHEDULE N Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 05/08/2024 KEYNOTES GENERAL NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. MINIMUM 30"X48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH TO ACCESSORIES - 11B-305 ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE - (11B-305) MIRROR(S) IS MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTIVE SURFACE NO HIGHER THAN 40" FROM THE FLOOR - )(11B-603.3) OPERABLE PARTS (INCLUDING COIN SLOTS) OF ALL FIXTURES OR ACCESSORIES ARE LOCATED A MAXIMUM OF 40" ABOVE FLOOR (I.E. SOAP DISPENSERS, TOWELS, TOILET SEAT COVERS, AUTO-DRYERS, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, ETC) - (11B-309) CONTROLS AND OPERATING MECHANISMS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST - 11B-309 THE FORCE REQUIRED TO ACTIVATE CONTROLS IS 5 LBF MAXIMUM - 11B-309 COAT HOOKS AND SHELVING ARE LOCATED WITHIN APPROPRIATE REACH RANGES (48" MAX ABOVE FLOOR RECOMMENDED) - (11B-308) IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE HAS USABLE SHELF NO HIGHER THAN 44" ABOVE FLOOR. DETAILS ARE FOR REFERENCE ONLY. ALL RESTROOM ACCESSORIES MOUNTING HEIGHTS TO MEET ACCESSIBILITY REQUIREMENTS PER STARBUCKS ACCESSIBILITY STANDARDS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DIMENSIONS ARE TO FACE OF FINISHED SURFACE. CHANGING STATION IS TO BE INSTALLED PER MANUFACTURER ’S INSTRUCTIONS. UNIT IS TO BE FASTENED TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. STANDARD INSTALLATION IS ATTACHMENT TO WOOD STUDS AND/OR WOOD BLOCKING. FOR NON STANDARD FRAMING CONDITIONS OTHER THAN CONCRETE, USE TOGGLER SNAPTOGGLE HEAVY DUTY TOGGLE BOLTS TO SECURELY ATTACH CHASSIS TO WALL. FOR CONCRETE WALLS, USE FISCHER S-PLUG FIXINGS TO ANCHOR FASTENERS. SUBSTITUTION OF FASTENERS OTHER THAN THE MANUFACTURER AND PRODUCT SPECIFIED IS NOT ALLOWED WITHOUT PRIOR APPROVAL. LOAD TEST AFTER INSTALLATION WITH 100 LB. WEIGHT FOR 15 MINUTES. LOCATE STATION TO ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, GRESS, OR DOOR SWING. VERIFY ANY ALTERNATE LOCATION OR INSTALLATION APPROACH WITH STARBUCKS PROJECT LEAD. FOR ADDITIONAL MOUNTING REQUIREMENTS, HEIGHTS, ETC. SEE SHEET G010 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO BE TAKEN FROM A DESIGNATED DATUM POINT. DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS OTHERWISE NOTED. DIAPER CHANGING STATION IS TO BE INSTALLED PER MANUFACTURER’S INSTRUCTIONS. UNIT IS TO BE FASTENED TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. LOCATE DIAPER CHANGING STATION AS SHOWN TO ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, EGRESS, OR DOOR SWING. ALL RESTROOM ACCESSORY MOUNTING HEIGHTS AND CLEARANCES SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE LOCAL JURISDICTION. NOTE:REFER TO 4 / G-010 FOR ACCESSIBLE MOUNTING HEIGHTAND CLEARANCE REQUIREMENTS 11 NEW GRAB BAR. 13 NEW TOILET PAPER DISPENSER. 10 NEW TOILET SEAT COVER DISPENSER. 9 NEW WALL MOUNTED SOAP DISPENSER. 1 NEW MIRROR 2 NEW WALL SCONCE LIGHT FIXTURE. CENTER OVER MIRROR. SEE ELECTRICALSHEETS FOR MORE INFO. 4 NEW LAVATORY. 3 NEW COAT HOOK - CENTER ON DOOR 5 ACCESSIBLE RESTROOM SIGNAGE, SEE 3/G010 8 NEW HAND DRYER SURFACE MOUNTED. 6 NEW WALL HYDRANT. 7 NEW ROUND FLOOR DRAIN. 19 MAINTAIN 17'' MINIMUM CLEARANCE FROM FACE OF SIDE WALL TOCENTERLINE OF ACCESSIBLE WATER CLOSET. 20 MAINTAIN 18'' MINIMUM CLEARANCE FROM FACE OF SIDE WALL TOCENTERLINE OF ACCESSIBLET LAVATORY. 14 NEW RESTROOM DOOR .ALL NEW DOORS SHALL HAVE PRIVACY LATCHES. SEEDOOR SCHEDULES FOR MORE INFORMATION. 16 NEW FULL HEIGHT WALL TILE (#20175) @WET WALL. SEE DETAIL 07/I401. 12 NEW URINAL. 15 NEW PARTITIONS WITH DOORS AT RESTROOM BY WILSONART #1595 BLACK. 17 TILE BASE - PLAZA NOVA - BLACK SHADOW - 6x12iIN 150x300MM 18 (N) EMERGENCY EXIT SIGNAGE. 21 MAINTAIN 7'' MIN.AND 9''MAX. CLEARANCE FROM FRONT OF THE WATER CLOSET TOTHE CENTER LINE OF THE DISPENSER 22 MAINTAIN 9'' MIN THE HEIGHT FROM BELOW THE GRAB BAR TO THE OUTLET OF THEDISPENSER. 23 MAINTAIN 13-1/2 INCHES MIN. FROM THE WALL AND A MAXIMUM OF 17 INCHES FROMTHE WALL AND A MAXIMUM OF 17 INCHES ABOVE THE FLOOR 24 MAINTAIN 9 INCHES MIN. ABOVE THE FINISH FLOOR AND 6 INCHES DEEP MINIMUMBEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION 25 THE BABY CHANGING STAION SHALL BE AT 27" MIN FROM FINISH FLOOR. 10 ' - 0 " 6' - 8 " 5' - 8 " 6" P 22558 E 10769 E 10859 3' - 5 " 4' - 1 1 " 3' - 0 " E 10099E10172 P 22556 10 13 11 E X122015 Q 20175Q20175 16 B 18740 17 FTK0074 512 4' - 2 " F 10756 3 4' - 0 " 1' - 5 " 9" 10 " 21 1' - 1 0 " 2224 P 22558 E 10862 E 10769 E 10099 B 18740 P 22558 1' - 9" L 19045 D 10190 54 E 10172 10 13 11 14EX122015 Q 20175Q20175 16 17 18 1' - 5"19 F 10756 3 6" 1' - 5 " 1' - 7 " 3' - 0 " 4' - 2 " 5' - 8 " 6' - 8 " 7' - 2 " 7' - 1 0 " 10 " 6' - 2 " 8' - 0 " L 20752 E 10179 P 10116 P 21352 6" 2' - 5 " 10 ' - 0 " 2 2 B 18740 Q 20175Q20175 P X10006 8 9 16 17 L 19045 18 P 10630 7 E 10947 2' - 9 " 1' - 8" L 20752 F 10093 P 10116 P 21352 P X1000 6" 2' - 9 " 3' - 3 " 6' - 2 " 10 ' - 0 " 1 2 4 6 B 18740 E 10179 8 9 P 2255612 Q 20175Q20175 16 17 20 E 10947 1' - 5 " 1' - 3" 23 23 E 10384 21 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 1 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I402 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA RESTROOM PLAN &ELEVATIONS Scale: 1/2" = 1'-0" 1MEN'S RESTROOM ELEVATION C Scale: 1/2" = 1'-0" 2MEN'S RESTROOM ELEVATION A Scale: 1/2" = 1'-0" 3MEN'S RESTROOM ELEVATION D Scale: 1/2" = 1'-0" 4MEN'S RESTROOM ELEVATION B NOT USED NOT USED Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 KEYNOTES GENERAL NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. MINIMUM 30"X48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH TO ACCESSORIES - 11B-305 ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE - (11B-305) MIRROR(S) IS MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTIVE SURFACE NO HIGHER THAN 40" FROM THE FLOOR - )(11B-603.3) OPERABLE PARTS (INCLUDING COIN SLOTS) OF ALL FIXTURES OR ACCESSORIES ARE LOCATED A MAXIMUM OF 40" ABOVE FLOOR (I.E. SOAP DISPENSERS, TOWELS, TOILET SEAT COVERS, AUTO-DRYERS, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, ETC) - (11B-309) CONTROLS AND OPERATING MECHANISMS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST - 11B-309 THE FORCE REQUIRED TO ACTIVATE CONTROLS IS 5 LBF MAXIMUM - 11B-309 COAT HOOKS AND SHELVING ARE LOCATED WITHIN APPROPRIATE REACH RANGES (48" MAX ABOVE FLOOR RECOMMENDED) - (11B-308) IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE HAS USABLE SHELF NO HIGHER THAN 44" ABOVE FLOOR. DETAILS ARE FOR REFERENCE ONLY. ALL RESTROOM ACCESSORIES MOUNTING HEIGHTS TO MEET ACCESSIBILITY REQUIREMENTS PER STARBUCKS ACCESSIBILITY STANDARDS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DIMENSIONS ARE TO FACE OF FINISHED SURFACE. CHANGING STATION IS TO BE INSTALLED PER MANUFACTURER ’S INSTRUCTIONS. UNIT IS TO BE FASTENED TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. STANDARD INSTALLATION IS ATTACHMENT TO WOOD STUDS AND/OR WOOD BLOCKING. FOR NON STANDARD FRAMING CONDITIONS OTHER THAN CONCRETE, USE TOGGLER SNAPTOGGLE HEAVY DUTY TOGGLE BOLTS TO SECURELY ATTACH CHASSIS TO WALL. FOR CONCRETE WALLS, USE FISCHER S-PLUG FIXINGS TO ANCHOR FASTENERS. SUBSTITUTION OF FASTENERS OTHER THAN THE MANUFACTURER AND PRODUCT SPECIFIED IS NOT ALLOWED WITHOUT PRIOR APPROVAL. LOAD TEST AFTER INSTALLATION WITH 100 LB. WEIGHT FOR 15 MINUTES. LOCATE STATION TO ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, GRESS, OR DOOR SWING. VERIFY ANY ALTERNATE LOCATION OR INSTALLATION APPROACH WITH STARBUCKS PROJECT LEAD. FOR ADDITIONAL MOUNTING REQUIREMENTS, HEIGHTS, ETC. SEE SHEET G010 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO BE TAKEN FROM A DESIGNATED DATUM POINT. DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS OTHERWISE NOTED. DIAPER CHANGING STATION IS TO BE INSTALLED PER MANUFACTURER’S INSTRUCTIONS. UNIT IS TO BE FASTENED TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. LOCATE DIAPER CHANGING STATION AS SHOWN TO ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, EGRESS, OR DOOR SWING. ALL RESTROOM ACCESSORY MOUNTING HEIGHTS AND CLEARANCES SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE LOCAL JURISDICTION. NOTE:REFER TO 4 / G-010 FOR ACCESSIBLE MOUNTING HEIGHTAND CLEARANCE REQUIREMENTS 11 NEW GRAB BAR. 12 NEW TOILET PAPER DISPENSER. 10 NEW TOILET SEAT COVER DISPENSER 9 NEW WALL MOUNTED SOAP DISPENSER. 1 NEW MIRROR. 2 NEW WALL SCONCE LIGHT FIXTURE. CENTER OVER MIRRORSEE ELECTRICAL SHEETS FOR MORE INFO. 4 NEW LAVATORY. 3 NEW COAT HOOK - CENTER ON DOOR. 5 ACCESSIBLE RESTROOM SIGNAGE. 8 NEW HAND DRYER AND BACK PANEL. 6 NEW WALL HYDRANT. 7 NEW ROUND FLOOR DRAIN. 19 MAINTAIN 17'' MINIMUM CLEARANCE FROM FACE OF SIDE WALL TOCENTERLINE OF ACCESSIBLE WATER CLOSET. 20 MAINTAIN 18'' MINIMUM CLEARANCE FROM FACE OF SIDE WALL TOCENTERLINE OF ACCESSIBLET LAVATORY. 14 NEW RESTROOM DOOR .ALL NEW DOORS SHALL HAVE PRIVACY LATCHES. SEEDOOR SCHEDULES FOR MORE INFORMATION. 16 NEW FULL HEIGHT WALL TILE (#20175) @WET WALL. SEE DETAIL 07/I401. 15 NEW PARTITIONS WITH DOORS AT RESTROOM BY WILSONART #1595 BLACK. 17 TILE BASE - PLAZA NOVA - BLACK SHADOW - 6x12iIN 150x300MM 13 (N) EMERGENCY EXIT SIGNAGE. 21 THE BABY CHANGING STAION SHALL BE AT 27" MIN FROM FINISH FLOOR. 6" 4' - 0 " 5' - 8 " 6' - 8 " 10 ' - 0 " E 10769 E 10859 E 10099E10172 P 22558 E 10862 3' - 0 " 1' - 7 " 1' - 5 " FTK0074 E X1221 5 11 10 B 18740 12 Q 20175Q20175 16 17 6" 3' - 0 " 3' - 5 " 5' - 8 " 3' - 3 " 6' - 2 " L 20752 F 10093 P 10116 P X1000 P 21352 E X1221 E 10862 E 10769 E 10859 E 10172 E 10099 P 22558 2 1 F 10756F10756 4' - 2 " 4 6 9 E 10179 8 10 11 12 15 1' - 8" B 18740 17 Q 20175Q20175 16 1' - 5" 19 20 3 3 E 10947 3' - 8 " P 22558 P 22558 6' - 2 " 2' - 2" 2' - 9 " 6" 8' - 0 " P 10116 P 21352 E 10179 L 20752 10 ' - 0 " L 19045 P X1000 F 10093 2 F 10093 4 6 9 8 13 B 18740 17 Q 20175Q20175 16 1 E 10947 3' - 8 " 7' - 2 " 6" L 19045 1' - 9"4' - 6" 13 D 10190 5314 Q 20175Q20175 16 B 18740 1740 " E 10384 21 7' - 1 0 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 1 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I403 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA RESTROOM PLAN &ELEVATIONS Scale: 1/2" = 1'-0" 2WOMEN'S RESTROOM ELEVATION B Scale: 1/2" = 1'-0" 4WOMEN'S RESTROOM ELEVATION C Scale: 1/2" = 1'-0" 6WOMEN'S RESTROOM ELEVATION D Scale: 1/2" = 1'-0" 1WOMEN'S RESTROOM ELEVATION A NOT USED NOT USED Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 CONT. 18 GA METAL TRACK 18 GA METAL STUD @ 16" O.C. SEE A101 FOR SIZE AND LOCATION FLOOR TRACK FASTENER @ 24" O.C."HILTI" X-CR 48 P8 S15 EXISTING FLOOR SLAB. FLOOR FINISH AND BASE PER FLOOR FINISH PLAN SEE SHEET I104 FOR ADDITIONAL INFORMATION TABLE ABOVE IS BASED ON THE STEEL STUD MANUFACTURERS ASSOCIATION PRODUCT TECHNICAL INFORMATION AS RECOGNIZED IN ICC-ESR 3064P REFER TO ENTIRE CATALOG FOR FURTHER INFORMATION NOTES: 1. SEE ARCHITECTURAL FOR OTHER CONDITIONS. 2. FOR THRU REFERENCE, SEE METAL STUD CONN SCHEDULE ON THIS SHEET PARTITION SCHEDULE STUD SIZE 3 5/8"SPACING MAXIMUM HEIGHT 13' - 8" 12' - 5" 10' - 10" 15' - 11" 14' - 6" 12' - 8" 16' - 6" 15' - 0" 13' - 1" 17' - 1" 15' - 6" 13' - 6" 18' - 7" 16' - 11" 12' - 11" MAXIMUM HEIGHT MAXIMUM HEIGHT MAXIMUM HEIGHT 18' - 7" 24' - 8" 22' - 4" 19' - 6" 36' - 5" 33' - 1" 28' - 11" 12" O.C. 12" O.C. 12" O.C. 12" O.C. 12" O.C. 12" O.C. 12" O.C. 12" O.C. 16" O.C. 16" O.C. 16" O.C. 16" O.C. 16" O.C. 16" O.C. 16" O.C. 24" O.C. 24" O.C. 24" O.C. 24" O.C. 24" O.C. 24" O.C. 24" O.C. SPACING SPACING SPACING A F STUD SIZE 4" STUD SIZE 6" STUD SIZE 8" 800S125-43 800S125-43 800S125-43 600S137-43 600S137-43 600S137-43 400S200-54 362S125-43 362S125-33 362S125-30 362S125-27 362S125-43 362S125-33 362S125-30 362S125-27 362S125-43 362S125-33 362S125-30 362S125-27 362S125-18 362S125-18 362S125-18 A B LIGHT GAUGE METAL FRAMING CONNECTIONS TO CONCRETE (EXCEPT POST TENSIONED SLABS) 1.CONNECTIONS SHALL USE LOW-VELOCITY POWDER ACTUATED DRIVE OR PNEUMATICALLYDRIVEN FASTENERS. 2.ACCEPTABLE PRODUCTS ARE TYPE X-U FASTENERS WITH A 0.157" SHANK DIAMETER, ASMANUFACTURED BY HILTI, INC. SEE ICC-ESR #2269. 3.FASTENER EMBEDMENT AND SPACING SHALL BE AS SHOWN ON DRAWINGS. 4.MINIMUM SPACING BETWEEN FASTENERS SHALL BE 4". 5.MINIMUM CONCRETE EDGE DISTANCE SHALL BE 3". 6.MINIMUM CONCRETE THICKNESS SHALL BE A MINIMUM OF 3 TIMES THE FASTENEREMBEDMENT. PLYWOOD OR OSB TO LIGHT GAUGE METAL FRAMING CONNECTIONS 1.CONNECTIONS SHALL USE #10 DIAMETER SELF-TAPPING OR SELF DRILLING/SELF TAPPINGSTRUCTURAL FASTENERS. 2.ACCEPTABLE PRODUCTS ARE DRIL-FLEX AS MANUFACTURED BY ELCO INDUSTRIES, INC.OR KWIK-FLEX AS MANUFACTURED BY HILT, INC. SEE ICBO REPORT ES AC 118. 3.FASTENEERS SHALL HAVE A WAFER HEAD. 4.NUMBER OF FASTENERS AND SPACING TO BE AS SHOWN ON DRAWINGS. 5.MINIMUM EDGE DISTANCE FOR WOOD SHALL BE 1". 6.MINIMUM EDGE DISTANCE FOR LIGHT GAUGE METAL SHALL BE 3/8". NOTES: 1.ALL PRODUCTS TO BE MANUFACTURED BY CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) AND BE IN COMPLIANCE WITH ICC-ESR #1308. 2.STRUCTURAL MEMBERS ARE IDENTIFIED IN ACCORDANCE WITH SSMA STANDARDS. 3.PRODUCTS SHALL BE GALVANIZED AND FORMED FROM STEEL THAT CONFORMS TO THE MINIMUM REQUIREMENTS OF 1996 A.I.S.I. STANDARDS. 4.MINIMUM STEEL YIELD STRESS TO BE 33 KSI, UNLESS NOTED OTHERWISE. 5.ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERCIAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", 1996 EDITION. 6.PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER OF THE STEEL MEMBERS USED. 7.FASTENING OF COMPONENTS SHALL BE AS INDICATED ON THE DRAWINGS. 8.WHERE WELDING IS INDICATED ON THE DRAWINGS, DAMAGED GALVANIZING FINISH SHALL BE COATED WITH COLD GALVANIZING COMPOUND. 9.ALTERNATE PRODUCTS SHALL NOT BE USED UNLESS PRE-APPROVED BY THE ENGINEER. MATERIAL THICKNESSS4=0.054" FLANGE WIDTH200=2" T=TRACKS=STUDSTYLE 800 = 8"MEMBER DEPTH 800 S 200 - S4 CONT. 18 GA METAL TRACK FINISH PER INTERIOR ELEVATIONS. B.O. EXISTING DECK 1. 2. 3. NOTES:ALL INTERIOR WALLS TO HAVE GYPSUM BOARD EXTEND TO PROVIDE TIGHT BUTT JOINT TO FLOOR SLAB. NO GAP IN EXCESS OF 1/4" WILL BE ALLOWED.PROVIDE WATER RESISTANT GYPSUM BOARD AT THE INTERIORS OF ALL TOILET ROOMS AND WET WALLS.USE 5/8" GYP. BD. THROUGHOUT - U.N.O. FINISH PER RCP. CEILING JOIST WHERE APPLICABLE SEE DETAIL 1/ I504 (4) # 10 SMS @ EACH STUD TYP. EXTEND GWB FINISH TO B.O. STRUCTURE ABOVE OR A MIN. OF 6" ABOVE HIGHEST ADJ. CEILING MI N6" SUSPENDED CEILING WHERE OCCURS SEE DETAIL 9,10,11&13/I504 18 GA METAL STUD @ 16" O.C. SEE I-1103 FOR SIZE AND LOCATION AT AREAS WITH ONE OR NO SHEATHING ADD CHANNEL BRIDGING AT 48" O.C. ATTACH TO STUDS WITH CLIPS AND #8 SCREWSBLOCKING AT PANEL. TOP EDGES 5/8" GWB TYPE "X", BOTH SIDES, TO MINIMUM OF 6" ABOVE CEILING. TYPE "S" DRY- WALL SCREWS @ 8" O.C. TO VERTICAL EDGES & 12" O.C. TO INTERMEDIATE STUDS. STAGGER JOINTS 24" O.C., EACH SIDE. 2X6 WOOD BLOCKING @48" O.C., PROVIDED UNDER SHELL PERMIT. LU24R-18 SIMPSON STRONG -TIE HANGER I50103 I50113 FLOOR TRACK FASTENER @ 24" O.C."HILTI" X-CR 48 P8 S151. 2. 3.4. NOTES:ALL INTERIOR WALLS TO HAVE GYPSUM BOARD EXTEND TO PROVIDE TIGHT BUTT JOINT TO FLOOR SLAB. NO GAP IN EXCESS OF 1/4" WILL BE ALLOWED.PROVIDE WATER RESISTANT GYPSUM BOARD AT THE INTERIORS OF ALL TOILET ROOMS AND WET WALLS.USE 5/8" GYP. BD. THROUGHOUT - U.N.O.SEE 03/ I501 FOR BOTTOM TRACK DETAIL. EXTEND GWB FINISH TO MIN. OF 6" ABOVE HIGHEST ADJ. CEILING SUSPENDED CEILING WHERE OCCURS SEE DETAIL 9-11/I-504 4" ALTERNATING BRACING METAL STUD @ 48" O.C. W/(3) #10 SELF TAPPING SCREWS ATTACHING TO WALL METAL STUD AND #10 SELF TAPPING SCREWS ATTACHING TO WOOD BLOCKING. 20 GA 6" METAL STUD @ 16" O.C. SEE A-101 FOR SIZE AND LOCATION EXISTING STRUCTURAL TO REMAIN, UNDER SHELL PERMIT. CEILING HEIGHT PER SHEET I103 2X6 WOOD BLOCKING @48" O.C., PROVIDED UNDER SHELL PERMIT. ATTACH BRACING TOCONTINUOUS TOP TRACK WITH(2) #10 S.M.S. TY P .45° ATTACH BRACING TO BOTTOMCHORD OR BLOCKING WITH (2) #10 x 1" SCREWS LU24R-18 SIMPSON STRONG -TIE HANGER 2X4 BLOCKING @24" O.C. ATTACHED TO (E) ROOF JOIST LU24R-18 SIMPSONSTRONG -TIE HANGER.NAILED TO THESTRUCTURAL ELEMENTUSING (4) #10 SHEETMETAL SCREWS(TYP) 1X6 WOOD BLOCKING NAILED TO THE TOP CORD @12" O.C. WITH #10 WOOD SCREWS WALL BRACING @ 45 DEG. @48" O.C. IN ALTERNATINGDIRECTIONS - SAME STUDGAUGE AS WALL ATTACH BRACING TOCONTINUOUS 18 GA. TOP SLIP TRACKWITH (2) #10 S.M.S. FRAMING PER PLAN 5/8" TYPE 'X' GYP. BD. GAP TO ALLOW FOR VERTICAL DEFLECTION TO COMPLY WITH THE EVALUATION REPORT CONT. 16GA SLIP TRACKMANUF: STEELERMODEL: STEEL STUDTHE CLASSIC (C) STUD NOTE: SEE SCHEDULE IN DETAIL #05 TO IDENTIFY MAX. HEIGHT NOTE: SEE SCHEDULE IN DETAIL #05/I501 TO IDENTIFY MAX. HEIGHT MI N . B L O C K I N G ( V I F ) 3' - 1 1 / 4 " ( 9 2 0 M M ) (2 3 0 M M ) 6" CENTER OF MENU BOARDS AT 7' - 4" (2235MM) A.F.F. MIN., 8' - 6" (2590MM) A.F.F. MAX. SEE INTERIOR ELEVATIONS FOR ACTUAL DIMENSION 3/4" PLYWOOD BACKING BEHIND WALL FINISH, SECURED TO STRUCTURE METAL RECESSED CABLE MANAGEMENT AND POWER STORAGE BOX. MINIMUM (1) RECEPTACLES AND (1) DATA PORT PER SCREEN. MINIMUM (4) OUTLETS AND (4) DATA PORTS PER STORE. CENTER OF MENU ASSEMBLY DESIGNER/CONSULTANT TO ADAPT DETAIL BASED ON STORE SPECIFIC MENU BOARD EQUIPMENT PER SDRC GUIDELINES FOR DIGITAL MENU BOARDS. 3' - 8 1/4"3' - 8 1/4" 10"6" 2' - 9"2' - 9" MIN. OFFSET (TYP.) 6"WALL MOUNTED MENU BOARD BRACKET DIGITAL SCREEN EQ EQ EQ.11' - 0 1/2" (3364.2MM 3 SCREENS)EQ. 12' - 0 1/2" (3670.3 MM MIN. BLOCKING (VIF)) MI N . O F F S E T ( T Y P . ) 6" MAX. LENGTH DATA (5'-6") MAX. LENGTH POWER (5'-6") r 5 ' - 6 " r 5 ' - 6 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 2N D C I T Y S U B M I T T A L 0 1 - 2 9 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 2 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I501 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA PARTITION DETAILS Scale: 3" = 1'-0" 03BOTTOM TRACK DETAIL3 Scale: 1/2" = 1'-0" 05PARTITION SCHEDULE2 Scale: 1/2" = 1'-0" 01METAL STUD CONN SCHEDULE2 Scale: 1 1/2" = 1'-0" 096" ABOVE CEILING WALLScale: 1" = 1'-0" 136" ABOVE CEILING WALL 2 NOT USED Scale: 1 1/2" = 1'-0" 04TOP TRACK AT TYPICAL WALL DETAIL1 Scale: 3/4" = 1'-0" 8DIGITAL MENU BOARDS - STANDARD MOUNT Revision Schedule Rev Date By Description 05/08/2024 WALL FINISH PER INTERIOR ELEVATIONS 18GA METAL STUD @16" O.C.SEE SHEET I-1103 FOR WALL TYPE AND STUD SIZE 1/ 2 " GAP TO ALLOW FOR VERTICAL DEFLECTION 2X4 BLOCKING @48" O.C. ATTACHED TO (E) ROOF JOIST LU24R-18 SIMPSON STRONG -TIE HANGER CONT. 16GA SLIP TRACK CONT. 18GA CAPPING TRACK #10 SHEET METAL SCREW @ EACH FLANGE 2 1 / 2 " CONT. 18 GA METAL TRACK FINISH PER INTERIOR ELEVATIONS. B.O. EXISTING STRUCTURE 1. 2. 3. NOTES:ALL INTERIOR WALLS TO HAVE GYPSUM BOARD EXTEND TO PROVIDE TIGHT BUTT JOINT TO FLOOR SLAB. NO GAP IN EXCESS OF 1/4" WILL BE ALLOWED.PROVIDE WATER RESISTANT GYPSUM BOARD AT THE INTERIORS OF ALL TOILET ROOMS AND WET WALLS.USE 5/8" GYP. BD. THROUGHOUT - U.N.O. FINISH PER RCP. CEILING JOIST WHERE APPLICABLE SEE DETAIL 1/ I504 (4) # 10 SMS @ EACH STUD TYP. EXTEND GWB FINISH TO B.O. STRUCTURE ABOVE OR A MIN. OF 6" ABOVE HIGHEST ADJ. CEILING MI N6" SUSPENDED CEILING WHERE OCCURS SEE DETAIL 9,10,11&13/I504 18 GA METAL STUD @ 16" O.C. SEE I-1103 FOR SIZE AND LOCATION AT AREAS WITH ONE OR NO SHEATHING ADD CHANNEL BRIDGING AT 48" O.C. ATTACH TO STUDS WITH CLIPS AND #8 SCREWS BLOCKING AT PANEL. TOP EDGES 5/8" GWB TYPE "X", BOTH SIDES, TO MINIMUM OF 6" ABOVE CEILING. TYPE "S" DRY- WALL SCREWS @ 8" O.C. TO VERTICAL EDGES & 12" O.C. TO INTERMEDIATE STUDS. STAGGER JOINTS 24" O.C., EACH SIDE. I501B 11 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 2 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I501B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA PARTITION DETAILS NOT USED Scale: 3" = 1'-0" 11TOP TRACK DETAIL Scale: 3" = 1'-0" 01FULL HEIGHT WALL Revision Schedule Rev Date By Description 05/08/2024 2x2x1/4" HSS FRAME 3' - 0 " 2x2x1/4" BRACING 2x2x1/4" HSS FRAME 3' - 0 " 2x2x1/4" BRACING 1' - 0" METAL PLATE 5/8" GYP BOARD 5/8" GYP BOARD 2x2x1/4" HSS FRAME 5/8" GYP BOARD 1' - 0 " 2x2x1/4" HSS BRACING ABOVE 2x2x1/4" HSS FRAME I501C 10/B SIM. I501C 10/A SIM. 1. 2. 3. NOTES:ALL INTERIOR WALLS TO HAVE GYPSUM BOARD EXTEND TO PROVIDE TIGHT BUTT JOINT TO FLOOR SLAB. NO GAP IN EXCESS OF 1/4" WILL BE ALLOWED.PROVIDE WATER RESISTANT GYPSUM BOARD AT THE INTERIORS OF ALL TOILET ROOMS AND WET WALLS.USE 5/8" GYP. BD. THROUGHOUT - U.N.O. EXTEND GWB FINISH TO B.O. STRUCTURE ABOVE OR A MIN. OF 6" ABOVE HIGHEST ADJ. CEILING SUSPENDED CEILING WHERE OCCURS SEE DETAIL 9-11/I-504 4" BRACING METAL STUD @ 48" O.C. W/(3) #10 SELF TAPPING SCREWS ATTACHING TO WALL METAL STUD AND #10 SELF TAPPING SCREWS ATTACHING TO WOOD BLOCKING. CONT. 18 GA METAL TRACK 20 GA 6" METAL STUD @ 16" O.C. SEE A-101 FOR SIZE AND LOCATION I501C 2 EXISTING STRUCTURAL TO REMAIN, UNDER SHELL PERMIT. EXISTING EXTERIOR WALL TO REMAIN. GYP.BD CEILING HEIGHT PER SHEET I103 2X6 WOOD BLOCKING @48" O.C., PROVIDED UNDER SHELL PERMIT. NEW FURRING WALL 2X6 LEDGER, UNDER SHELL PERMIT. #10 WOOD SCREWS @ 12" O.C CONT. 18 GA METAL TRACK 20 GA METAL STUD @ 16" O.C. SEE A-101 FOR SIZE AND LOCATION FLOOR FINISH AND BASE PER FLOOR FINISH PLAN SEE SHEET I-104 FOR ADDITIONAL INFORMATION EXISTING EXTERIOR WALL TO REMAIN. FLOOR TRACK FASTENER @ 24" O.C."HILTI" X-CR 48 P8 S15 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 2N D C I T Y S U B M I T T A L 0 1 - 2 9 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.04.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 2 3 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I501C 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA PARTITION DETAILS NOT USED Revision Schedule Rev Date By Description 5 03-18-24 KA FIELD REVISION Scale: 1 1/2" = 1'-0" 10HSS FRAME DETAIL PLAN VIEW SECTION VIEW (B) 3D VIEW SECTION VIEW (A) Scale: 1 1/2" = 1'-0" 1FURRING WALL Scale: 3" = 1'-0" 2BOTTOM FURRING WALL 05/08/2024 MI N I M U M 6" 10"X10" (250MMX250MM) BACKER BOARD. ATTACH TO DIE WALL WITH SILICONE ADHESIVE AND WOOD SCREWS. SILICONE PERIMETER. INTERIOR FACE OF BAR DIE WALL FINISHED FLOOR PUMP ATTACHED TO BACKER BOARD WITH ASSEMBLY COMPONENTS SEE NOTES ABOVE FOR ASSEMBLY ITEMS NOTES:1. LOCATE PUMP WITHIN CORD LENGTH LIMIT. ORIENT WITH PUMP HEAD LEFT, RIGHT AND AT BOTTOM. LOOSEN PUMP HEAD CLAMP, ROTATE AND RE-TIGHTEN AS REQUIRED PER ORIENTATION TO PROVIDE FRONT ACCESS TO FLOW. ADJUSTMENT WITHIN CORD LENGTH LIMIT. 2. USE LOCKTITE ON ISOLATOR THREADS. DO NOT OVER TIGHTEN. 3. LOOSEN PUMP HEAD CLAMP, ROTATE AND RE-TIGHTEN AS REQUIRED FOR PUMP ORIENTATION. 4. BACKER BOARD ASSEMBLY INCLUDES:(1) BACKER BOARD(4) TENETS, 1/4-20 VENDOR MOUNTED(8) WOOD SCREWS #8 1-1/4" (32MM)(4) NEOPRENE ISLOATORS, KARMAN RUBBER, K84-60 NEOPRENE(4) LOCK NUTS, 1/4-20 NYLON(4) WASHERS, 1/4" (7MM) FLAT GREENBOARD (TYP.) WALL FINISH AS SCHEDULED STEEL PLATE BY STARBUCKS VENDOR AT BACK OF SHELF METAL SHELF UNIT BY STARBUCKS VENDOR 2X10 BLOCKING CENTERED ON SHELF SURFACE MOUNTING HEIGHT. SECURE TO EACH NAILER USING (3) #10 3" WOOD SCREWS @ 4" (100 MM) O.C. 2X2 NAILERS, 14" (355 MM) LONG SECURED TO WALL STUDS USING (4) #10 3" WOOD SCREWS AT 4" (100 MM) O.C. PER NAILER (11 TOTAL)#10 2 1/2" WOOD SCREWS MOUNTED TO BLOCKING THRU PRE-DRILLED HOLES IN PLATE WALL STUD SHELF SURFACE AT 60" (1525 MM) A.F.F. 2' - 1 0 " 2' - 2 " BACKBAR WALL TILE OVER 5/8" WATER RESISTANT GYP. BD. @ EXPOSED WALL SURFACE BETWEEN FURRED OUT WALL AND TOP OF BACKSPLASH 1 2 3 4 1 CABINETS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 5 1'-7" AFF (CW SUPPLY) 1'-6" AFF (CWF SUPPLY) 1'-5" AFF (HW SUPPLY) VARIES: 1/4" PER FT. FALL (ABS 2" WASTE LINE) APPLY FRP TO WALL BEHIND CABINETS - SEE I105 WALL FINISHPLAN. ELECTRICAL OUTLET 2 X 6 BLOCKINGWITH SHIM TILE BASE +2'-10" A.F.F. (BACKBAR COUNTERTOP) COUNTERTOP WITH INTEGRAL BACKSPLASH NOTES: CABINETS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 2 3 4 5 ELEVATION VIEW TOP OF MERCHANDISE DISPLAY FIXTURE 5'-11 1/2" (1816MM) A.F.F.(VERIFY IN FIELD) "L" BRACKET PROVIDED BY MANUFACTURER TO BE SECURED TO TOP OF MERCHANDISE DISPLAY. 3/4" (20MM) BLOCKING LOCATED BEHIND SUBSTRATE. EXTEND 8" (205MM) MIN. BEYOND BRACKET ON ALL SIDES. USE #8 SCREW (MIN. 1 1/2" (40MM EMBEDMENT) TO SECURE BRACKET TO BLOCKING MERCHANDISE DISPLAY FIXTURE SECTION A-A EQ EQ 1' - 4 " ( 4 0 5 M M ) EQ EQ 4' - 2 1/2" DO NOT BLOCK GROMMET OPENING. CUT ANGLE AS REQUIRED TO MAINTAIN MIN. 1/2" (13MM) CLEAR AROUND OPENING. MECHANICALLY FASTEN COUNTER-SUNK CORROSION RESISTANT FASTENERS AT 6"(150MM) O.C. WITH 3/4" (19MM) EMBEDMENT. MECHANICALLY FASTEN ANGLE TO COUNTERTOP SUBSTRATE OR EPOXY FASTEN ITO COUNTERTOP.1 1/2" X 1 1/2" (38MM X 38MM)CORROSION RESISTANT STEEL ANGLE UNDERCOUNTER REFRIGERATOR . 1/2" (13MM) PREFERRED OFFSET DISTANCE FROM EDGE OF COUNTERTOP COUNTERTOP ABOVE UNDERCOUNTER REFRIGERATOR STEEL ANGLE CENTERED ON REFRIGERATOR EQ . EQ . SECTION VIEW PLAN VIEW NOTES 1. 24" (610MM) 1 1/2" X 1 1/2" (38MM X 38MM) STEEL ANGLE TO BE USED WITH SINGLE DOOR REFRIGERATORS.2. 48" (1220MM) 1 1/2" X 1 1/2" (38MM X 38MM) STEEL ANGLE TO BE USED WITH DOUBLE DOOR REFRIGERATORS. SE E N O T E S B E L O W FRONT EDGE OF COUNTERTOPABOVE .3 / 4 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 2 5 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I502 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK DETAILS Scale: 1 1/2" = 1'-0" 15ESPRESSO PUMP MOUNTED AT DIE WALL Scale: 6" = 1'-0" 01METAL TEA SHELF WOOD WALL ATTACHMENT Scale: 1" = 1'-0" 11WALL SECTION AT BACKBAR Scale: 3/4" = 1'-0" 03MERCHANDISE DISPLAY FIXTURE WALL ATTACHMENT Scale: 1 1/2" = 1'-0" 09UNDERCOUNTER REFRIGERATOR STOP INSTALLATION Revision Schedule Rev Date By Description 05/08/2024 I502A 2 - 2" 2" 8 1 / 2 " 2' - 1 1 / 2 " F X3019 29' - 0" 6 1/2"27' - 11"6 1/2" r 3" 8 1/2" WD0073F-0245 F X3015 1 A301 2 1/4" 6 3/4" 2' - 0" 6" 2' - 7 1 / 2 " 1' - 10" 2" 1' - 3 1 / 2 " 1' - 6 " 1' - 8 " 2' - 8 1 / 4 " 2' - 9 1 / 2 " 1 A301 EQ EQ EQ 3' - 1 1/2" EQ EQ EQ EQ EQ 6" 1' - 4 " 1' - 6 " 1' - 7 1 / 2 " 2' - 8 " 2' - 9 1 / 2 " E 21551 (9) I502A 1 22' - 10" 2" 2" F X3009 8 1 / 2 " 2' - 1 1 / 2 " 3 3/4"22' - 2 1/2"3 3/4" r 3" 8 1/2" WD0073 F X2015 F-0245 EQ EQ 3' - 1 3/4" EQ EQ EQ EQ 2' - 9 1 / 2 " 2' - 8 1 / 2 " 1' - 8 " 1' - 6 " 1' - 4 " 6" E 21551 (7) 2 1/4" 7" 2' - 0" 1' - 10" 2" 1' - 4 " 6" 2' - 7 1 / 2 " 2' - 9 1 / 2 " 1' - 8 1 / 4 " 2' - 8 1 / 4 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 3 0 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I502A 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK DETAILS Scale: 1/2" = 1'-0" 2BANQUETTE SEATING A Scale: 1/2" = 1'-0" 1BANQUETTE SEATING B BANQUETTE SEATING PLAN BANQUETTE SEATING ELEVATIONBANQUETTE SEATING - SECTION BANQUETTE SEATING PLAN BANQUETTE SEATING ELEVATION BANQUETTE SEATING - SECTION BANQUETTE SEATING - 3D VIEW BANQUETTE SEATING - 3D VIEW Revision Schedule Rev Date By Description 05/08/2024 I502B 2 4 I502B 3 2"4' - 8"2"4' - 8"2" 9' - 10" 2' - 9 " 1' - 1 1 " 2' - 8 " 9 1 / 4 " WD0073 C X0726 2' - 1 " E 21552 E 21552 6" 1' - 1 0 " 2' - 8 " 1' - 3 " C X0726 WD0073 (6)(6) C X0726 WD0073 2' - 8 " 6" C X0726 WD0073 1' - 1 0 " 2' - 1 " 2' - 8 " C X0726 WD0073 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 3 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I502B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK DETAILS Scale: 1" = 1'-0" 2CUSTOM STUDY TABLES CUSTOM STUDY TABLE - ELEVATION ACUSTOM STUDY TABLE - ELEVATION BCUSTOM STUDY TABLE - SECTION CUSTOM STUDY TABLE - PLAN NOT USED CUSTOM STUDY TABLE - 3D VIEW Revision Schedule Rev Date By Description 05/08/2024 I502C 1 4 I502C 12' - 6" ø 3" ø 1" r 3" 3' - 0 " 2' - 3 " WD0073 L X6011 LED LIGHT 0.375" (10mm) x 0.063" (1.5mm) 11' - 1" 3 1 / 2 " 3 1 / 2 " 2' - 8 3 / 4 " 2' - 1 0 " 2' - 7 1 / 4 " 2' - 1 0 1 / 4 " 5' - 1 3 / 4 " 5' - 1 " 5' - 3 1 / 4 " 1 1 / 2 " 1 1 / 2 " 2' - 7 1 / 4 " 2' - 1 0 " 87° 5' - 3 1 / 4 " 5' - 1 " C X0009 MT0011 L X0611 LED LIGHT 0.375" (10mm) x 0.063" (1.5mm) 1 / 4 " 60° C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 3 8 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I502C 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK DETAILS Scale: 1" = 1'-0" 1COMMUNITY COUNTER HEIGHT TABLE NOT USED COMMUNITY COUNTER HEIGHT TABLE - PLANCOMMUNITY COUNTER HEIGHT TABLE - 3D VIEW COMMUNITY COUNTER HEIGHT TABLE - SECTION COMMUNITY COUNTER HEIGHT TABLE - ELEVATION Revision Schedule Rev Date By Description 05/08/2024 I502D6 7 9' - 8" 12 ' - 4 " C X1122 (2) I502D3 5 I502D (6) (6) (2) 4" 5" 2' - 1 " 4" 4" 1/2" 45° 12' - 1" 9' - 8" 2' - 8 " BREEZE BLOCK (4" X 4") LEVEL GROUND #2 OR #3 REBAR #4 REBAR MORTAR IS USED TO JOIN ALL BLOCKS FIRST ABOVE GROUND COURSE OF 8X8X6" HALF BLOCKS (FILLED WITH CONCRETE) FOOTING INCLUDING SUB-BASE COURSE OF 8X8X6" HALF BLOCKS (FILLED WITH CONCRETE) C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 4 3 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I502D 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK DETAILS Scale: 3/8" = 1'-0" 1LANDSCAPE MAUI BREEZE BLOCK SCREEN Scale: 3/4" = 1'-0" 2CUSTOM BENCH TREX TIKI PLANCUSTOM BENCH TREX TIKI - SECTION CUSTOM BENCH TREX TIKI - ELEVATION CUSTOM BENCH TREX TIKI - PLAN CUSTOM BENCH TREX TIKI - 3D VIEW LANDSCAPE MAUI BREEZE BLOCK SCREEN - ELEVATION A LANDSCAPE MAUI BREEZE BLOCK SCREEN - ELEVATION B METHOD OF INSTALLATION 3D - VIEW Revision Schedule Rev Date By Description 05/08/2024 163° 163° 3' - 1"3' - 1" 4" 3' - 3 " 4" 3' - 1 1 1 / 4 " 4"2' - 9"2' - 9"4" I502E 02 3 I502E r 2" r 2" r 2" r 2" C X0002 Q X1444 2' - 9 1 / 2 " 2' - 9 1 / 2 " 9 3 / 4 " 2' - 0 " 4"3' - 3"4" r 2 " r 2" r 2" r 2 " 163° 4"2' - 2 1/2"2' - 2 1/2"4" 5' - 1" 4" 1' - 1 0 3 / 4 " 4" 2' - 6 3 / 4 " 5 I502EI502E 6 C X0003 Q X1444 2' - 9 1 / 2 " 9 1 / 2 " 2' - 0 " 4"1' - 10 1/4"4" 2' - 9 1 / 2 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 5 1 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I502E 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK DETAILS Scale: 1" = 1'-0" 2CUSTOM PLANTER ( A) FIRECLAY WITH QUARTER ROUND & BEAK CUSTOM PLANTER FIRECLAY PUMICE 2"X4" - PLAN Scale: 1" = 1'-0" 1CUSTOM PLANTER (B) FIRECLAY WITH QUARTER ROUND & BEAK CUSTOM PLANTER FIRECLAY PUMICE 2"X4" - PLAN CUSTOM PLANTER FIRECLAY PUMICE 2"X4" - PLAN CUSTOM PLANTER FIRECLAY PUMICE 2"X4" - SECTION CUSTOM PLANTER FIRECLAY PUMICE 2"X4" - ELEVATION CUSTOM PLANTER FIRECLAY PUMICE 2"X4" - PLAN NOTE: QUARTER ROUND ON ALL EDGES CONSTRUCTION: CAST IN PLACE WALLS W/ METAL TRAY ATTACHED . CUSTOM PLANTER FIRECLAY PUMICE 2"X4" - 3D VIEW NOTE: QUARTER ROUND ON ALL EDGES CUSTOM PLANTER FIRECLAY PUMICE 2"X4" - 3D VIEW NOTE: ALL PLANTERS MUST HAVE WATERPROOF DRIP TRAYS NOTE: ALL PLANTERS MUST HAVE WATERPROOF DRIP TRAYS Revision Schedule Rev Date By Description 05/08/2024 I502F 1 6' - 7 1/4" 1"2' - 8 1/4"1' - 3"1' - 3"1' - 3" 5 1 / 2 " 1' - 5 1 / 2 " 8 3 / 4 " 2' - 7 1 / 2 " 0" C X2328 C 17574C17747 C 17573C17747 CP0056 SHELF 6' - 6" P 10152 C 17747 C 17574 C 17747 C X2328 E 10267 F X0053 PL0027PL0027 #4BRUSHED16GA CP0056 6" 2' - 1 0 " 4' - 8 " 1" 4' - 8 " 1" 5' - 8 " WD0073ETK0082 Q 18978 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 5 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I502F 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK DETAILS Scale: 1" = 1'-0" 1PARTNER AREA KITCHEN PARTNER AREA KITCHEN - PLAN PARTNER AREA KITCHEN - ELEVATIONPARTNER AREA KITCHEN - 3D VIEW Revision Schedule Rev Date By Description 05/08/2024 CLEAR OPENINGBENEATH CASE4" POURED IN PLACE CONCRETE CURB NOTE:ELECTRICAL SUPPLY FROMADJACENT POS CABINET PULL-OUT COMPRESSOR CART ROLLS FORWARD WITH QUICK DISCONNECTS AND FLEXIBLE REFRIGERANT LINES ROLLING CART PARTNER SIDECUSTOMER SIDE 1/4" (6MM) RADIUS AT COVED BASE CONCRETE CURB. SEE PLAN FOR HEIGHT, WIDTH AND DEPTH. FINISH FLOORING PER SCHEDULE CONCRETE SLAB BASE AND TOP FINISH TILE PER SCHEDULE CEMENTITOUS BACKER BOARD CONTINUOUS WATERPROOF MEMBRANE. EXTEND12" (305mm) UP WALL. WALL TILE PER SCHEDULE. ADHERE TO WALL PER MFR'S RECOMMENDATIONS. COVED TILE BASE PER SCHEDULE. ADHERE TO WALL PER MFR'S RECOMMENDATIONS. 1/4" (6MM) RADIUS AT COVED BASE FINISH FLOOR PER SCHEDULE CONTINUOUS WATERPROOF MEMBRANE APPLIED TO SUBFLOOR. EXTEND EDGE TO 12" (305mm) OFFSETFROM WALL. CONCRETE SLAB WALL TYPE PER LEGEND SEALANT TO MATCH ADJACENT WALL FINISH COVED TILE BASE PER SCHEDULE. ADHERE TO WALL PER MFR'S RECOMMENDATIONS. 1/4" (6MM) RADIUS AT COVED BASE FINISH FLOOR PER SCHEDULE CONCRETE SLAB WALL TYPE PER LEGEND STOREFRONT DOOR WITH THRESHOLD WALK-OFF MAT PER SCHEDULE STAINLESS STEELANGLE TILE FLOOR PERSCHEDULE PER TILE MFR.WATERPROOF MEMBRANEON WOOD SUBFLOOR ONLY . METAL STARTER STRIP EMBEDDED IN GROUT WALL TILE PER SCHEDULE CLEAR SEALANT SOLID SURFACE BACKSPLASH CEMENTITOUS BACKER BOARD HEIGHT PER PLAN WALL TYPE PER LEGEND METAL STARTER STRIP EMBEDDED IN GROUT WALL TILE PER SCHEDULE CLEAR SEALANT STAINLESS STEEL BACKSPLASH CEMENTITOUS BACKER BOARD WALL TYPE PER LEGEND CABINET ABOVE CLEAR SILICONE SEALANT FINISH FLOOR PER SCHEDULE CONCRETE SLAB 6" (150MM) +/- TYP. A.F.F. 6" (150MM) METAL BASE PER SCHEDULE. ADHERE TO TOE KICK PER MFR'S RECOMMENDATION. SEALANT TO MATCH ADJACENT WALL FINISH 6" (150MM) METAL BASE PER SCHEDULE. ADHERE TO WALL PER MFR'S RECOMMENDATION. CLEAR SILICONE SEALANT FINISH FLOOR PER SCHEDULE CONCRETE SLAB WALL TYPE PER LEGEND WALL TYPE PER LEGEND FINISH FLOOR PER SCHEDULE CONCRETE SLAB WALL TILE PER SCHEDULE SCHLUTER - DILEX - AHK BRUSHED NICKEL ANODIZED ALUMINUM (ATGB) WATERPROOF MEMBRANE. EXTEND 6" (150MM) UP WALL THINSET MORTAR (TYP.) PROVIDE UNCOUPLING MEMBRANEWHEN INSTALLED OVER MOISTURE SENSITIVE SUBSTRATE 6" (150MM) +/- TYP. A.F.F. CONTINUOUS WATERPROOF MEMBRANE. EXTEND 6" (150mm) UP BASE COVED TILE BASE PER SCHEDULE. ADHERE TO TOE KICK BASE PER MFR'S RECOMMENDATIONS. 1/4" (6MM) RADIUS AT COVED BASE FINISH FLOOR PER SCHEDULE CONTINUOUS WATERPROOF MEMBRANE APPLIED TO SUBFLOOR. EXTEND EDGE TO 12" (305mm) OFFSET FROM CABINET BASE. CONCRETE SLAB C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 5 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I503 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA FLOOR & WALL FINISHDETAILS Scale: 3/4" = 1'-0" 01ZEPHYR FOOD CASE SECTION1 Scale: 6" = 1'-0" 03TILE BASE AT CONCRETE CURB Scale: 6" = 1'-0" 07INTEGRAL TILE BASE AT TILED WALL Scale: 6" = 1'-0" 08INTEGRAL TILE BASE AT WALL Scale: 6" = 1'-0" 09TRANSITION - TILE TO WALK OFF MAT Scale: 6" = 1'-0" 11SS BACKSPLASH TO TILE TRANSITION Scale: 6" = 1'-0" 13SST BACKSPLASH TO TILE TRANSITION NOT USED Scale: 6" = 1'-0" 04METAL BASE AT CABINET Scale: 6" = 1'-0" 05METAL BASE AT WALL Scale: 6" = 1'-0" 12WALL TILE TO FLOOR TILE TRANSITION Scale: 6" = 1'-0" 17INTEGRAL TILE BASE AT CABINET Revision Schedule Rev Date By Description 05/08/2024 xxxx xxxxxxxxxx x x MID SPAN BLOCKING DETAIL 16 GA U-CHANNEL BLOCKING @ 48" O.C. #8 SMS TYP CEILING JOIST 2 1/2" DEEP 16 GA TRACK CEILING JOIST DETAILS U-CHANNEL CEILING JOIST TRAC K JOIS T ST U D JOIS T STIFFENERWEB TRAC K TRACK ST U D JOIS T DIA W/ 1 1/2" EMBED.)ANCHORS @ 24" O.C. (3/16"TITEN MASONRY SCREW16 GA. TRACK W/ SIMPSON FOR SPANS GREATERBLOCKING PER DETAILPROVIDE MID SPANCLG JOIST PER SCHD. W/ (6) #8 SMS @16 GA CLIP ANGLE 16 GA. TRACK 16 GA. TRACK W/ @ 24" O.C.2-ROWS OF #8 SMS 16 GA. TRACK STUD WALL CMU WALL STIFFENER SEE16 GA ANGLE WEB BELOW FOR 16 GA. TRACK W/ 24" O.C. STAGGERED2-ROWS OF #8 SMS @ OPTIONS CLG JOIST PER SCHD. FOR SPANS GREATERBLOCKING PER DETAILPROVIDE MID SPAN 16 GA CLIP ANGLEW/ (6) #8 SMS @ THAN 10'-0" EACH JOIST THAN 10'-0" EACH JOIST STAGGERED 7.5635.07.524"10.012'-0"210.0 0.382 16'-0" 14'-0" 10'-0" 12'-0" 8'-0" 6'-0" SPANFEET 16'-0" 14'-0" 24" 24" 24" 24" 24" INCHESSPACING 24" 24" 24" 600S137-43 362S137-43 600S200-43 600S162-43 600S137-43 362S137-43 SHAPE. 7.5 7.5 10.0 10.0 0.873 0.767 0.670 0.334 0.670 6.00 6.00 3.625 6.00 6.00 0.334 SEFF IN3 35.0 35.0 3.625 DEPTHINCH 13.44 10.29 1.625 2.00 1.375 1.375 1.375 FLANGE WIDTH 1.375 LB 280.0 245.0 18 18 18 18 18 GAUGE 18 0.679 0.520 CEILING JOIST SCHEDULE MOMENTDEAD LOAD 10'-0" 8'-0" 6'-0" FEETSPAN INCHESSPACING 24" 24" 24" LIVE LOAD 7.5 7.5 PSF 7.5 10.0 10.0 10.0 PSF TOTAL LOAD 35.0 35.0 35.0 PLF 5.25 3.36 1.89 K-IN SEFF REFSHEAR 175.0 140.0 105.0 LB 0.265 3IN PARTITION GENERAL NOTES 1.WHEN CEILING HEIGHT IS DIFFERENTON EACH SIDE OF WALL, MEET MINIMUMCLEARANCE ON HIGH SIDE. * INDICATES INSULATION REQUIRED,2.REFER TO TITTLE-24 CALCULATIONSFOR FURTHER INFORMATION. IN ICBO REPORT #ER-4943P.AN APPROVED SUPPLIER AS INDICATED3.METAL STUDS & JOINTS SHALL BE SPACES. REFER TO MECHANICAL PLANSCONDITIONED AND NON CONDITIONEDINSULATION SHALL BE BETWEEN4. FOR FURTHER INFORMATION IN THE WALL PLANE 5.WHEN A WALL LINE IS PARTIALLY SHEATHEDOR FURRED THE ENTIRE WALL SHALLBE SHEATHED OR FURRED TO AVOID JOGS AT ACCESSIBLE SPACE ABOVE CEILING 16'-0" 14'-0" 14'-0" SPANFEET 16" 24" INCHESSPACING 16" 600S200-43 600S200-43 600S162-43 SHAPE. 0.873 0.873 6.00 6.00 0.767 SEFF IN3 6.00 DEPTHINCH 2.00 2.00 FLANGE WIDTH 1.625 LB 18 18 GAUGE 18 STUD HEIGHT (h)METAL STUD SIZE REMARKS PROVIDE ADDITIONAL 12 GAGE SWAY WIRES TOMAIN RUNNER IN 4 DIRECTIONS (90°) AT 12'-0"OC MAXIMUM. SWAY WIRES ARE NOT REQUIREDFOR CEILING AREAS LESS THAN 144 SQUAREFEET PROVIDED WALLS, PARTITIONS AND ORDROPPED SOFFITS. VERTICAL 12 GAGE WIRE TOSUPPORT MAIN RUNNERSONLY (ADDITIONAL WIRESREQUIRED AT LIGHT FIXTURES) 1" MIN8" MAX 6'-0" MAX 12'-0" OC EACH WAY (h ) VERTICAL STRUTAT EACH BRACEPOINT SEESCHEDULE MAIN RUNNER 2" MAX TYP WALL PARTITION, AND ORDROPPED SOFFITLATERALLY BRACEDINDEPENDENT OFCEILING NOTE:FOR CONNECTION OF VERTICAL AND DIAGONAL WIRES TO FLOOR OR ROOF SEETYPICAL SUSPENDED CEILING HANGER AND SWAY WIRE CONNECTION DETAILS. <6'-0" <6'-0"-<8'-0" <8'-0"-<14'-0" 4x24 GAGE DRYWALL STUD 4x18 GAGE CEE STUD (2) 4x18 GAGE CEE STUDS SEE ELEVATION "X" SEE ELEVATION "X" SEE ELEVATION "Z" FOR CONCRETE SLABSEE METAL STUDCONN SCHEDULE C Z XELEVATIONELEVATION MAIN RUNNERMAIN RUNNER CROSS RUNNER 4"x16 GAGE DEEP LEGTRACK x 1'-0" WITH(2) HILTI DN32 P8POWDER DRIVENFASTENER NO 12-14 TEKSSCREWS EACH STUD VERTICAL STRUT ATEACH BRACE POINTSEE SCHEDULE (2) NO 10-12 TEKSSCREWS AT EACH SIDEOF CROSS RUNNER 1/8 1-12 MIN6" 1/8 MIN6" 1/8 NOTES: 1.FOR THRU REFERENCE, SEE METAL STUD CONN SCHEDULE ON THIS SHEET. A F FOR CONCRETE SLABSEE METAL STUD CONNSCHEDULEC WALL FRAMING PER I-1103 DIAGONAL BRACING @ 48" O.C. HEADER HEIGHTPER SHEET I103 CEILING HEIGHTPER SHEET I103 6" (E) ROOF FRAMING CEILING HEIGHTPER SHEET I103 3-5/8" X 20 GA. METAL FRAMING @ 24" O.C. WALL BEYOND HEAVY DUTY T-BAR GRID SYSTEM NOTES:1.LIGHT FIXTURES OR DIFFUSERS IN EXCESSOF 56 LBS REQUIRE (4) 12 GAUGE HANGERWIRES.2.SUSPENDED CEILING TO COMPLY WITHASCE 7-16 SECTION 13.5.6.2.2 ASTM C636, CISCA,1613.1 CBCDESIGN REQUIREMENTS3.CEILINGS SHALL BE SPECIAL INSPECTEDPER SECTION 11A.1.3.9 OF ASCE 7.16(SEE ADDITIONAL NOTES ON RCP)4. ARMSTRONG HEAVY DUTY STEEL 15/16" SUSPENSION SYSTEM TO BE INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C 636 & ASTM E580 (2) 12 GAUGE HANGER WIRES TO STRUCTURE ABOVE - AT ALTERNATE CORNERS OF ALL 2X4 LIGHT FIXTURES AND HVAC DIFFUSERS 2" OVERSIZEDRING ADAPTER ATSPRINKLER HEAD AND OTHER PENETRATIONS. NOTE: SUSPENDED CEILING SYSTEM TO COMPLY WITH ICC-ESR-1308 ~ ~ ~ ~~ ~ ~~ ~ ~ ~ TYPICAL 2" MAX FROM SPLAY AND SWAY WIRE CONNECTION DETAILS CROSS RUNNER TYPICAL 12GA VERTICAL HANGER WIRE @ 4'-0" EACH WAY AND PROVIDE (3) TIGHT TURNS WITHIN 1 1/2" FROM ENDS. FOR CONNECTION ABOVE SEE TYPICAL SUSPENDED CEILING HANGER AND SWAY WIRE CONNECTION DETAILS. MAIN RUNNER TYP45°45°TYP VERTICAL STRUT AND DIAGONAL BRACING RESTRAINT POINTS FASTENED TO MAIN RUNNER @ 12'-0" OC IN BOTH DIRECTIONS WITH A MINIMUM OF 6'-0" FROM WALLS PER TYPICAL SUSPENDED CEILING TEE GRID BRACING DETAIL TYPICAL AT DIAGONAL BRACING POINTS, MINIMUM (2) PER CEILING, SPLAY 12GA WIRE IN (4) DIRECTIONS AND PROVIDE (4) TIGHT TURNS WITH IN 1 1/2" FROM ENDS. FOR CONNECTION ABOVE SEE TYPICAL SUSPENDED CEILING HANGER AND SWAY WIRE CONNECTION DETAILS B A HANGER WIRE - PARALLEL TO WALL @ 4'-0" O.C. - TYP. MAIN RUNNER - POP RIVET EACH MAIN RUNNER OR CROSS TEE TO WALL ANGLE - PROVIDE ADDTIONAL CLOSURE ANGLES AS REQUIRED ACCOUSTICAL PANEL - TYP. MAIN RUNNER - DO NOT ATTACH TO WALL ANGLE WALL OR SOFFIT - SEE PLAN CONTINUOUS 2" X 2" ANGLE WITH #10 SELF-TAPPING SCREWS AT EACH STUD - TYP. TYP. 8" MAX. ATTACHED(2) ADJACENT WALLS UNATTACHEDOPPOSITE WALLS NOTE:* MAIN RUNNERS SHALL BE ATTACHED AT (2) ADJACENT WALLS AS SHOWN IN CONDITION 'A'* MAIN RUNNERS SHALL BE UNATTACHED AT OPPOSITE WALLS AS SHOWN IN CONDITION 'B' SEE ADDITIONAL NOTES ON REFLECTED CEILING PLAN - SHEET I103 3/4" CLR. SPREADER BAR AS REQUIRED TO PREVENT SPREADING 3-5/8" X 20 GA. METAL FRAMING @ 24" O.C. DIAGONAL BRACING @ 48" O.C. CEILING HEIGHTPER SHEET I103 (E) ROOF FRAMING PER PLAN, SEE SHEET I103 4" 18 GA. MTL. STUD @ 24" O.C. 5/8" MOISTURE RESISTANT GWB DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 2x4 18 GA. MTL. STUD @ 24" O.C. (3) #105 SELF TAP SCREWS @ EACH CORNER WORKROOM ACT PER RCP 2X4 METAL STUD @ 48" O.C. 18 GA EXISTING STRUCTURAL TO REMAIN, UNDER SHELL PERMIT. (E) TRUSS PER STRUCTURAL DRAWINGS LU24R-18 SIMPSONSTRONG -TIE HANGER.NAILED TO THESTRUCTURAL ELEMENTUSING (4) #10 SHEETMETAL SCREWS (TYP) BACKBAR ACT PER RCP MAX 2' - 0" 1X6 WOOD BLOCKING NAILED TO THE TOP CORD @12" O.C. WITH #10 WOOD SCREWS EXISTING ROOF SHEETING I5044 Lightbox - Led Lighting Kit -249LM PER FT PLYWOOD WOODEN TRIM 1" W X 3" H (X1235) PAINTED (SW6102). PLACE HOLDER: SBDW004 PATTERN - ZINTRA ECRU PANEL MOUNTED ON PLYWOOD C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 5 6 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I504 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CEILING DETAILS Scale: 1/2" = 1'-0" 01GYP. BD. CEILING DETAILS Scale: 1" = 1'-0" 12TYPICAL SOFFIT FRAMING AT OPNG Scale: 3" = 1'-0" 11FIXTURE BRACING Scale: 1/2" = 1'-0" 10COMPRESSION STRUT Scale: 1 1/2" = 1'-0" 09T-BAR CEILING Scale: 1/2" = 1'-0" 13T-BRACING Scale: 1" = 1'-0" 14TYPICAL SOFFIT FRAMING AT WALL NOT USED Scale: 1 1/2" = 1'-0" 2CUSTOM SOFFIT AT WORKROOM AND BACKBAR Scale: 1/2" = 1'-0" 3LIGHTING DETAIL WITH ART PIECE Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 23/32" APA RATED SHEATING EXP 1 WITH A MINIMUM SPAN RATING OF 48/24 WITH #10 SELF TAPPING SCREWS AT 6" O/C AT EDGES AND BOUNDARIES AND 12" O/C FIELD 1" MIN. 362S125-43 MTL STUDS @ 16" O.C. 600S250-54 JOIST @ 10" O/C 600T250-54 STRUCTURAL RIM TRACK W/(6) # 10 SELF TAPPING SCREWS PER STUD 6'-0'' CLEAR - MAX OPERATING WEIGHT OF WATER HEATER NOT TO EXCEED 1100 LBS. - MAX OPERATING WEIGHT OF RO TANK NOT TO EXCEED 264 LBS. SEE DETAIL #11 SHEET I504A FOR MORE INFORMATION 600T250-54 STRUCTURAL RIM TRACK W/(6) #10 SELF TAPPING SCREWS PER STUD 362S125-43 MTL STUDS @ 16" O.C. 1/8" MAX. (10) # 10 SELF TAPING SCREW, TOP & BOTTOM 600S250-54 JOISTS @ 16" O.C. L 21/2" X 21/2" X 68 MIL W/ (4) #10 SELF TAPPING SCREW TO EACH LEG 362S125-43 MTL STUDS @ 16" O.C. #10 SELF TAPPING SCREW, STRAP TO STUD WATER HEATER MIN. 22 GUAGE X 3/4" WIDE METAL STRAP - STRAPS TO BE INSTALLED WITHIN THE TOP 1/3 OF THE WATER HEATER AND THE BOTTOM 1/3. STRAPS TO BE WRAPPED AROUND HEATER. - LOWER STRAP TO BE INSTALLED A MINIMUM OF 4" ABOVE THE CONTROL UNIT. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 5 8 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I504B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CEILING DETAILS NOT USED Scale: 3/4" = 1'-0" 17WATER HEATER PLATFORM Scale: 3/4" = 1'-0" 13WATER HEATER PLATFORM - 3D VIEW Scale: 3/4" = 1'-0" 9WATER HEATER STRAPPING FOR REFERENCE ONLY Scale: 1" = 1'-0" 2SKYLIGHT DETAILS ICC ESR-2464 Revision Schedule Rev Date By Description 05/08/2024 CONTIN. 5/8" MOISTURE RESISTANT GWB DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. EXTERIOR WALL PER SHEET A100 LU24R-18 SIMPSON STRONG -TIE HANGER4X6 WOOD BLOCKING(CONT.) ALT. 4" BRACING METAL STUD 18GA. @ 48" O.C. 4'' MTL STUDSSEE PARTITION DETAILS SHEET FOR SPACING DETAIL (4) NUMBER 10S SELF TAPING SCREWS AT EACH CONNECTION ALT. 4'' METAL STUD HEIGHT PER RCP I106 NEW STRUCTURAL MEMBERS PER STRUCTURAL DRAWINGS #10 SHEET METAL SCREW @ EACH FLANGE LU24R-18 SIMPSON STRONG-TIE HANGER BACKBAR 12'-0" A.F.F. 35/8" 20 GA. MTL. STUD 2x6 WOOD BLOCKING (CONT.) TIE LAG SCREW 5/8" MOISTURE RESISTANT GWB DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. ARMSTRONG CIRRUS SECOND LOOK SIZE 24X48 @ 12'-0" 6" 45° 6" DRY WALL TRIM 6" 5/8" MOISTURE RESISTANT GWB DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 35/8" 20 GA. MTL. STUD (3) #105 SELF TAP SCREWS @ EACH CORNER ALT 2X4 DIAGONAL METAL STUD @ 48" O.C. 18 GA TYPICAL BRACING POINTS LED LIGHT0.5" (12mm) × 0.063" (1.2mm) 3"W X 3"H TRIM W/ LIGHT TROUGH I504C 9 I504C 13 3" 4" 18 GA. MTL. STUD @ 24" O.C. 5/8" MOISTURE RESISTANT GWB DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. DRYWALL TRIM. 5/8" MOISTURE RESISTANT GWB DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 2x4 18 GA. MTL. STUD @ 24" O.C. PER RCP 2X4 METAL STUD @ 48" O.C. 18 GA I504C 1 3"X 3"H WOODEN TRIM PAINTED SW7045 LED LIGHT 0.5" (12mm) × 0.063" (1.2mm)3" 1 3/4" 3" 3 3/4" 2" 3 3 / 4 " 4" 18 GA. MTL. STUD @ 24" O.C. 5/8" MOISTURE RESISTANT GWB DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. DRYWALL TRIM. 5/8" MOISTURE RESISTANT GWB DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. PER RCP 3"H X 3"W WOODEN TRIM PAINTED SW7045 ALUMINIUM PROFILE LED LIGHT0.5" (12mm) × 0.063" (1.2mm) 3" 3" 1 3/4" 1/2" 3 3/4" 3 3 / 4 " 2" DID # X0610 CONTIN. 5/8" MOISTURE RESISTANT GWB DRYWALL SCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. LU24R-18 SIMPSON STRONG -TIE HANGER4X6 WOOD BLOCKING(CONT.) ALT. 4" BRACING METAL STUD 18GA. @ 48" O.C. 4'' MTL STUDSSEE PARTITION DETAILS SHEET FOR SPACING DETAIL ALT. 4'' METAL STUD BACKBAR 12'-0" A.F.F. TIE LAG SCREW 6" LED LIGHT0.5" (12mm) × 0.063" (1.2mm) 3"W X 3"H TRIM W/ LIGHT TROUGH C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 2 : 5 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I504C 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CEILING DETAILS Scale: 1 1/2" = 1'-0" 2CUSTOM SOFFIT FRAMING @ CAFE AREA AND BACKBAR Scale: 3" = 1'-0" 9WOODEN TRIM WITH LIGHT TROUGH Scale: 6" = 1'-0" 1WOODEN TRIM WITH LIGHT TROUGH CALLOUT Scale: 1" = 1'-0" 13CUSTOM SOFFIT FRAMING @ CAFE AREA AND BACKBAR CALLOUT Revision Schedule Rev Date By Description 05/08/2024 CORIAN SHROUD COVE DETAIL ONTHIS SIDE ONLY 'U' SHAPED ALUMINUM GLAZING SEAT SECURE TO BLOCKING BELOW BLOCKING MIN. 1/16" GAP AT GLASS FILLED WITH CLEAR SILICONE, BOTH SIDES, TYP. VERIFY MIN. GLASS HEIGHT WITH LOCAL CODES 34" MAX. A.F.F. 1 1/2" 3/8" TEMPERED GLASS NOTE:ALL COMPONENTS FURNISHED BY OTHERS AND INSTALLED BY G.C. UNLESS NOTED OTHERWISE. ESPRESSO CAP CORIAN COUNTERTOP METAL ANGLE, TYP. COUNTERTOP SUBSTRATE ALUM. Z-CLIPS AS NEEDED, TYP. FINISH PANEL PER INTERIOR ELEVATIONS (E) DIEWALL TO REMAIN. VARIES FINISH ECO-GRIP BASE PER INTERIOR ELEVATIONS, WHERE OCCURS 6" CERAMIC COVE BASE 1/ 4 " FINISHED FLOOR FRP DIE WALL BACKBAR SIDECUSTOMER SIDE NOTES: MECHANICALLY SAND AND SCARIFY WOOD SUBSTRATE TO COMPLETELY REMOVE ALL FINISH. TROWEL ON A PRIMER COAT OF MAPEI 'TYPE 1, KER 903' ADHESIVE AND ALLOW TO AIR DRY.APPLY NOTCHED TROWEL COAT OF KER 903 ADHESIVE AND INSTALL TILE PER SPECIFICATIONS. ALL COMPONENTS FURNISHED BY OTHERS AND INSTALLED BY G.C. UNLESS NOTED OTHERWISE. EXTENSION 2" FINISH TILE BASE 6" FINISH BASE MATERIAL PLASTIC SHIM REQUIRED - 1/4" MIN. 1/ 4 " ALUMINUM DOWEL SECURED INTO SUB FLOOR & DIEWALL FINISHED FLOOR 2" METAL BOTTOM TRIM PER DETAILS METAL CORNER TRIM PER DETAILS HARDWOOD SLATS 1/2" PLYWOOD BACKER (TYP.) HARDWOOD SLATS SECURED TO SUBSTRATE / STRUCTURE PER MANUFACTURER'S RECOMMENDATIONS CUSTOMER FACING SIDE INTERIOR SIDE ELEVATION .3/ 8 " ...2 5/8"1/8"2 1/4" .3/ 1 6 " . 3/ 1 6 " 20 STAVES, NO BUTT JOINTS 3' - 11 3/4" 3' - 11 1/2" BACKER 2' - 3 " A NOT TO SCALE ENLARGED SECTION PROFILEA DIRECTION OF GRAIN.TYP. ALL SLATS. INTERIOR SIDE TO BE SECURED TO SUBSTRATE / STRUCTURE PER DETAILS ADAPTABLE AND MODULAR CASEWORK DETAIL C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 3 : 0 1 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I505 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA FRONTBAR DETAILS Scale: 6" = 1'-0" 01DIEWALL DETAIL - COUNTERTOP FLUSH - SNEEZE GUARD Scale: 6" = 1'-0" 09FINISH PANEL - 6" BASE NOT USED Scale: 3/4" = 1'-0" 11FINISH APPLICATION (MAD 101-V) SLAT W/ REVEAL Revision Schedule Rev Date By Description 05/08/2024 CRAFT BAR CASEWORK DETAIL 2' - 5 1 / 2 " 6' - 10" NON-FILTERED COLD WATER SUPPLY FOR RINSE FAUCET INDIRECT DRAIN LINE FROM ICE BIN TO FLOOR SINK DRAIN LINES FROM DRAIN TRAY AND UNDERCOUNTER NITRO REFRIGERATOR; SEPARATE, INDIRECT TERMINATION AT FLOOR SINK HOT AND NON-FILTERED COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (100MM) EITHER SIDE OF WASTE LINE FILTERED COLD WATER SUPPLY FOR WATER TOWER FAUCET INDIRECT DRAIN LINE FROM ICE BIN TO FLOOR SINK SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE 12' - 8" FILTERED COLD WATER SUPPLY FOR BREWER WITH SHUT-OFF IN CABINET AT 24" (610MM) A.F.F.HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (100MM) EITHER SIDE OF WASTE LINE. DIRECT DRAIN LINE FROM SINK. ROUGH-IN SINK WASTE STUB AT 15 1/2" (395MM) A.F.F. AND CENTERLINE OF SINK. 8' - 9" CRAFT BAR CASEWORK DETAIL DIRECT DRAIN LINE FROM SINK. ROUGH-IN SINK WASTE STUB AT 15 1/2" (394MM) A.F.F. AND CENTERLINE OF SINK TEMPERED HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (102MM) EITHER SIDE OF WASTE LINE. 1' - 3" CRAFT BAR CASEWORK DETAIL 11' - 7" ABOVE COUNTER ICE BIN (TYP. 1 OF 2) FILTERED COLD WATER SUPPLY FOR INSTANT HOT/COLD WATER FONT(TYP. 1 OF 2) NON-FILTERED COLD WATER SUPPLY FOR METERED SPOON RINSER (TYP. 1 OF 2) NON-FILTERED COLD WATER SUPPLY FOR PITCHER RINSER (TYP. 1 OF 2) RINSER SINK (TYP. 1 OF 2) FILTERED COLD WATER SUPPLY FOR ESPRESSO MACHINES 2' - 1 0 1 / 2 " 6' - 11" UNDER COUNTER ICE BIN ABOVE 7"X3" (180MMX75MM) STUB-UP PENETRATION AREA. SEE BUILDING FLOOR PENETRATION PLAN FOR FINAL LOCATION. INSTALL SHUT-OFF VALVES BETWEEN STUB-UPS AND EQUIPMENT. INDIRECT DRAIN LINES FROM ESPRESSO MACHINES TO FLOOR SINK INDIRECT DRAIN LINES FROM RINSER SINKS TO FLOOR SINK INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN ABOVE TO FLOOR SINK SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE ICE BIN ABOVE SUPPORT LEG (TYP.) INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN ABOVE TO FLOOR SINK UNDERCOUNTER CABINET UNDERCOUNTER REFRIGERATOR (TYP. 1 OF 2) CRAFT BAR CASEWORK DETAIL FILTERED COLD WATER SUPPLY FOR WATER TOWER DISPENSER (TYP. 1 OF 2)) FILTERED COLD WATER SUPPLY FOR UNDERCOUNTER INSTANT HOT WATER BOILER(TYP. 1 OF 2) UNDERCOUNTER BOILER FOR INSTANT HOT WATER FONT (TYP 1 OF 2) UNDERCOUNTER REFRIGERATOR (TYP. 1 OF 2) 3' - 9" WORKSTATION TO UTILIZE SAME FLOOR SINK AS ESPRESSO BAR. SEE BUILDING FLOOR PENETRATION PLAN FOR SHARED LOCATION. DRAIN LINES FROM DRAIN TRAY AND UNDERCOUNTER REFRIGERATOR; SEPARATE, INDIRECT TERMINATION AT FLOOR SINK CRAFT BAR CASEWORK DETAIL C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 3 : 0 2 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I506 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA PLUMBING DETAILS NOT USED Scale: 3/4" = 1'-0" 11CBE 13-02 PLUMBING Scale: 3/4" = 1'-0" 03BRW 03-02 PLUMBING Scale: 3/4" = 1'-0" 04ADD 03-01 PLUMBING Scale: 3/4" = 1'-0" 01ESP 10-01 PLUMBING Scale: 3/4" = 1'-0" 08NIT 09-03 PLUMBING NOT USED Revision Schedule Rev Date By Description 05/08/2024 CONFIGURATION III WATER FILTRATION SYSTEM. SEE CONFIGURATION III, RO AND SOFTENER DETAIL FOR MORE INFORMATION. RO STORAGE TANK FRP ENCLOSED NOTE:1. KEEP CLEAR AT BACKWALL FOR CHEMICAL DISPENSING SYSTEM COMPONENTS, TO BE INSTALLED BY SYSTEM VENDOR. REFER TO POSTED INSTALLATION GUIDELINES FOR MORE INFORMATION. 2' - 0 " ( 6 1 0 M M ) PROVIDE MOISTURE-RESISTANT BACKING BEHIND WALL FINISH AT THIS AREA. REFER TO ITEM SPECIFICATIONS FOR PLUMBING SCOPE; COORDINATE INSTALL WITH FILTER VENDOR. MOP HOLDER HOT WATER TANK. SEE SPECIFICATIONS AND HOT WATER TANK DETAIL FOR MORE INFORMATION. MOP HOLDER 3' - 0 " ( 9 1 5 M M ) 5' - 0 " ( 1 5 2 5 M M ) HOSE CLIP HOT AND COLD WATER SUPPLY FOR FAUCET MOP SINK SEE NOTE 1 BELOW SEE NOTE 1 BELOW 2' - 0" (610MM) 10' - 4" (1830MM) MIN. FILTERED COLD WATER SUPPLY FOR ICE MACHINE INDIRECT DRAIN LINE FROM ICE MACHINE TO FLOOR DRAIN SEE PLUMBING PLAN FOR FINAL FLOOR DRAIN LOCATION AND TYPE .6" (152MM) MIN.CLEAR TO BACK WALL 6" (150MM) MIN.CLEAR . Plan View KEEP CLEAR FOR WALL MOUNTED CHEMICAL DISPENSING SYSTEM, TO BE INSTALLED BY SYSTEM VENDOR. PROVIDE BACKING BEHIND WALL FINISH FOR EQUIPMENT MOUNTING. REFER TO POSTED INSTALLATION GUIDELINES FOR MORE INFORMATION. Elevation View SOFTENED HOT AND NON-FILTERED COLD WATER FOR SINK FAUCET INDIRECT DRAIN LINE FROM DISHWASHER TO NEAREST FLOOR DRAIN OR MOP SINK. BACK WALL WATER FOR DISHWASHER WITH SHUT-OFF UNDER SINK AT 18" (460MM) AFF. LINE LENGTH MUST ALLOW EASE OF MOVEMENT. VERIFY WATER REQUIREMENTS FOR TYPE OF DISHWASHER (HOT/COLD/SOFTENED). SEE WATER SUPPLY DRAWINGS FOR WATER LINE. IF ADVANSYS DISHWASHER, INCLUDE PRESSURE REDUCING VALVE. PRESSURE GAUGE (SET TO 20 PSIG +/- 5 PSI), LINE STRAINER AND SHOCK ARRESTOR. DRAIN LINE FROM SINK TO WASTE LINE IN WALL OR TO FLOOR DRAIN SEE PLUMBING PLAN FOR FINAL FLOOR DRAIN LOCATION. FLOOR DRAIN OPTIONAL. WIRE RACK COMPARTMENT SINK DISHWASHER NOTE:FOR COORDINATION ONLY. SEE FURNITURE, FIXTURES, AND EQUIPMENT PLAN FOR EQUIPMENT LOCATIONS. PROVIDE BACKING BEHIND WALL FINISH AS REQUIRED FOR WALL MOUNTED EQUIPMENT. REFER TO ITEM SPECIFICATIONS FOR MORE INFORMATION. PRE-WASH STATION (1 2 2 0 M M ) 4' - 0 " (3 5 5 M M ) 1' - 2 " (1 3 7 0 M M ) 4' - 6 " DRAIN LINE FROM DISHWARE DRYING RACKS TO SINK BOWL DISHWARE DRYING RACKS WITH DRAIN LINE TO SINK BOWL ALIGN (1 1 9 5 M M ) 3' - 1 1 " (9 6 5 M M ) 3' - 2 " 11' - 4" (3455MM) 3/4" PLYWOOD BACKER BOARD BEHIND WALL FINISH. FASTEN TO STRUCTURE BEYOND. (80MM)3 1/4" HOT WATER TANK (SEE SPECIFICATIONS & HOT WATER TANK DETAIL FOR FURTHER INSTALLATION REQUIREMENTS) 1" (25MM) BRASS CHECK VALVE EXPANSION TANK STRAP UNITS PER LOCAL REQUIREMENTS HOT WATER TO DISHWASHER(IF OTHER THAN HOBART ADVANSYS UNIT), BAR SINKS, MOP SINK AND COMPARTMENT SINK. 1" (25MM) HOT WATER OUTLET TEMPERED HOT WATER TO HAND SINKS TEMPERATURE MIXING VALVES UNION (TYP.)CONCEALEDCOPPER PIPING (TYP.) IF CONFIGURATION II OR III, SOFTENED COLD WATER TO DISHWASHER(IF HOBART ADVANSYS UNIT). SEE NOTE 2 BELOW. NOTES:1. ALL COMPONENTS DRAWN IN BOLD ARE GC RESPONSIBILITY. 2. ALL PIPING SHALL BE COPPER EXCEPT PEX TYPE PIPING WHICH IS ACCEPTABLE BETWEEN FILTER SYSTEM COMPONENTS AND ADVANSYS DISHWASHER WHERE ALLOWED BY CODE.3. COORDINATE WITH ELECTRICAL CONTRACTOR FOR RECEPTACLES. OPEN CEILING ABOVE WATER HEATER PER LOCAL CODE PAN AND DRAIN LINE FOR MAINTENANCE BOOSTER PUMP AND GFCI 120V RECEPTACLE IF REQUIRED FL O W 3' - 0" (915MM) DI R E C T I O N 9' - 0 " ( 2 7 4 5 M M ) A. F . F . (3 0 5 M M ) 1' - 0 " (6 1 0 M M ) 2' - 0 " (6 1 0 M M ) 2' - 0 " (1 7 8 0 M M ) 5' - 1 0 " MOP SINK HOT AND COLD WATER SUPPLY FOR MOP FAUCET HOSE CLIP WIRE RACK WATER HEATER STRAP UNITS PER LOCAL CODE REQUIREMENTS MOP HOLDER OPEN CEILING ABOVE WATER HEATER PER LOCAL CODE FRP ENCLOSED CHEMICAL DISPENSING SYSTEM COMPONENTS, TO BE INSTALLED BY SYSTEM VENDOR. REFER TO POSTED INSTALLATION GUIDELINES FOR MORE INFORMATION. PAN AND DRAIN FOR MAINTENANCE FILTERED COLD WATER SUPPLY FOR WATER TOWER FAUCET FILTERED COLD WATER SUPPLY FOR INSTANT HOT/COLD WATER FONT NON-FILTEREDHOT AND COLD WATER SUPPLY FOR SINK FAUCET ABOVE COUNTERTOP AT FLOOR LEVEL INDIRECT LINE FROM PREP SINK TO FLOOR SINK SHELVING ABOVE FILTERED COLD WATER SUPPLY FOR UNDERCOUNTER INSTANT HOT WATER BOILER C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 3 : 0 4 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I506 A 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA PLUMBING DETAILS Scale: 1/2" = 1'-0" 03CONFIGURATION III Scale: 3/4" = 1'-0" 13ICE MACHINE - PLUMBING Scale: 3/4" = 1'-0" 01SANITIZING (GENERIC) - PLUMBING Scale: 3/4" = 1'-0" 10WATER HEATER TANK - PLUMBING Scale: 3/4" = 1'-0" 08MOP SINK (STACKED) - PLUMBING Scale: 3/4" = 1'-0" 12WATER FILLING STATION - PLUMBING Revision Schedule Rev Date By Description 05/08/2024 1/2" (15MM) CHROME ESCUTCHEONS (TYP.) 1/2" (15MM) BRASS THREADED BALL SHUT-OFF VALVE (TYP.) MAX 72" (1830MM) A.F.F. UNION (TYP.) 1/2" (15MM) FILTERED COLD WATER TO ICE MACHINE POINT OF USE FILTER LOCATED AT ICE MACHINE MOP SINK NOTES:1. ALL COMPONENTS DRAWN IN BOLD ARE GC RESPONSIBILITY. GC TO COORDINATE INSTALLATION OF ALL OTHER COMPONENTS SHOWN WITH FILTER VENDOR.2. ALL PIPING SHALL BE COPPER EXCEPT PEX TYPE PIPING WHICH IS ACCEPTABLE BETWEEN FILTER SYSTEM COMPONENTS AND ADVANSYS DISHWASHER WHERE ALLOWED BY CODE.3. COORDINATE WITH ELECTRICAL CONTRACTOR FOR RECEPTACLES.4. PROVIDE WATER SOFTENER INDIRECT DRAIN TO SINK, INSTALLED PER CODE. (CONFIRM REQUIREMENTS WITH SOFTENER EQUIPMENT CUTSHEETS IN ITEM SPECIFICATIONS).5. IN MUNICIPALITIES WITH BRINE RESTRICTIONS, REFER TO THE WATER SYSTEM CONFIGURATIONS APPENDIX UNDER ITEM SPECIFICATIONS FOR WATER SOFTENER EXCHANGE TANK SCHEMATIC.6. COMPONENTS ARE TO BE POSITIONED TO MAXIMIZE ACCESS FOR REGULAR SERVICING. PRE-FILTER, BYPASS VALVES, AND SOFTENER TANKS MUST BE INSTALLED 72" (1828MM) AFF OR LOWER. RO STORAGE TANK (200MM)8" (150MM)6" (130MM)5" OUT GFCI 120V QUAD RECEPTACLE FOR FILTER SYSTEM 78" (1980MM) A.F.F. (NOTE 3) FILTERED COLD WATER TO FIXTURES (ESPRESSO MACHINES, BREWERS, HOT TAP, WATER TOWER FAUCET) 75 " ( 7 9 0 5 M M ) 5' - 0 " ( 1 5 2 5 M M ) 5' - 9 " ( 1 7 5 0 M M ) OUT 1/2" (15MM) FIP (FEMALE INTERNATIONAL PIPE THREAD FITTING)(TYP. 1 OF 2) RO CONTROL SYSTEM (NOTE 5) 3/4" (20MM) 1/2" (15MM) FIP 1/2" (15MM) 1" (25MM) BYPASS 1/2" (15MM) CITY WATER IN TO NON FILTERED FIXTURES (TOILETS, HAND SINKS, DIPPER WELLS, BLENDER PITCHER RINSERS, IN-COUNTER RINSERS, BAR SINKS, HOSE BIBBS) 3/4" (20MM) 3/4" (20MM) FIP (FEMALE INTERNATIONAL PIPE THREAD FITTING) (TYP. 1 OF 2 TO SOFTENER) GFCI 120V RECEPTACLE FOR FILTER SYSTEM AT 54" (1372MM) A.F.F. (SEE NOTE 3) IN BRINE TANK (FRONT) WATER SOFTENER HEAD AND TANKS (BEHIND) IN IN TO HOT WATER TANK PLUMBING ABOVE. SEE HOT WATER TANK DETAIL FOR MORE INORMATION DRAIN LINE FROM HOT WATER TANK PAN ABOVE 1' - 0" (305MM) FLOW DIRECTION 3" (75MM) C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 3 : 0 5 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I506 B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA PLUMBING DETAILS Scale: 1" = 1'-0" 01CONFIGURATION III, RO AND SOFTENER WATER FILTRATION NOT USED NOT USED Revision Schedule Rev Date By Description 05/08/2024 1' - 9"2' - 7 1/2"1' - 3" 8' - 9" 3' - 5 1/2" (T Y P . ) 1/ 2 " DEDICATEDRECEPTACLE FOR BREWERDATA PORT FOR FUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. QUAD RECEPTACLE FOR COFFEE WARMERS2-DATA PORT FOR FUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. QUAD RECEPTACLE FOR GRINDER AND FUTURE USEDATA PORT FOR FUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. CRAFT BAR CASEWORK DETAIL 2 CRAFT BAR CASEWORK DETAIL 12' - 8" UNDERCOUNTER REFRIGERATORS RECEPTACLE FOR UNDERCOUNTER REFRIGERATORRECEPTACLE FOR BLENDER(S)*RECEPTACLE FORLABEL PRINTER2-DATA PORT FORLABEL PRINTER2-DATA PORT FOR FUTURE USE *BLENDER QUANTITY BASED ON EQUIPMENT SCHEDULE POWER AND DATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. UNDERCOUNTER NITRO REFRIGERATOR RECEPTACLE FOR UNDERCOUNTER NITROGEN GENERATORRECEPTACLE FOR UNDERCOUNTER REFRIGERATORRECEPTACLE FOR BLENDER(S)*RECEPTACLE FOR FUTURE USE2-DATA PORT FOR FUTURE USE POWER AND DATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. POWER RECEPTACLE FOR RINSE SINK AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. UNDERCOUNTER NITROGEN GENERATOR 4' - 8"2' - 2"3' - 3"2' - 7" 2 2 2UNDERCOUNTER REFRIGERATORS 2' - 2" IoT IoT 1' - 7" 11' - 7" 3' - 6 3/4"3' - 7 1/4"2' - 0 3/4" 1" ( T Y P . ) DEDICATED RECEPTACLE FOR ESPRESSO MACHINEQUAD RECEPTACLE FOR INSTANT HOT WATER BOILER AND UNDERCOUNTER REFRIGERATOR POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. IoT MODULE FOR ESPRESSO MACHINE, FOIO (TYP. 1 OF 2) (2) RECEPTACLES FOR LABEL PRINTERS AND/OR CONNECT DEVICES2-DATA PORT FOR LABEL PRINTERS AND/OR CONNECT DEVICES2-DATA PORT FOR FUTURE USE POWER AND DATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. 21” X 3” (533MM X 76MM) STUB-UP PENETRATION AREA. SUPPLY POWER AND DATA CONDUIT FOR ESPRESSO MACHINES, INSTANT HOT WATER BOILERS AND ADJACENT NITRO WORKSTATION AS APPLICABLE. SEE BUILDING FLOOR PENETRATION FOR FINAL LOCATION. DEDICATED RECEPTACLE FOR ESPRESSO MACHINEQUAD RECEPTACLE FOR INSTANT HOT WATER BOILER AND UNDERCOUNTER REFRIGERATOR POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. CRAFT BAR CASEWORK DETAIL UNDERCOUNTER WATER BOILER FOR INSTANT HOT WATER FONT (TYP. 1 OF 2) 2 2 5' - 0" UNDERCOUNTERREFRIGERATOR RECEPTACLE FOR DPMRECEPTACLE FOR UNDERCOUNTER REFRIGERATOR2-DATA PORT FOR DPM TABLET POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. CRAFT BAR CASEWORK DETAIL 2 6" 18" X 3" (457MM X 76MM) STUB-UP PENETRATION AREA. SUPPLY POWER, DATA AND PHONE CONDUITS FOR POS AND POWER CONDUIT FOR PASTRY CASE. SEE BUILDING FLOOR PENETRATION PLAN FOR FINAL LOCATION.EDGE OF COUNTERTOP BOX BASE (BELOW)UNDERCOUNTER SAFE EDGE OF CABINETSHELVING (BELOW) 6' - 10" DEDICATED RECEPTACLE FOR POS2-DATA PORT FOR POS AND FUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F.2 CRAFT BAR CASEWORK DETAIL 2 2 DEDICATED RECEPTACLE FOR UPS (POS AND PED)2-DATA PORT FOR POS, PED AND/OR CONNECT DEVICES POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. QUAD RECEPTICLE FOR FUTURE USE2-DATA PORT FOR FUTURE USE POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. 4' - 4"1' - 3" 10' - 4" UNDERCOUNTER REFRIGERATOR RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR(2) DEDICATED RECEPTACLE FOR WARMING2-DATA PORT FOR FUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F.4" 4"4"4" UNDERCOUNTER REFRIGERATOR CRAFT BAR CASEWORK DETAIL 22 RECEPTACLE FOR UNDERCOUNTER REFRIGERATORQUAD RECEPTACLEFOR LABEL PRINTER, FUTURE USE AND/OR CONNECT DEVICES2-DATA PORT FOR CUP LABELER POWER AND DATA RECEPTACLESAT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. DEDICATED RECEPTACLE FOR WARMING2-DATA PORT FOR FUTURE USE 2' - 6"2' - 6"1' - 11 1/2" 2POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. UNDERCOUNTER REFRIGERATOR UNDERCOUNTER NITROGEN GENERATOR RECEPTACLE FOR UNDERCOUNTER NITRO REFRIGERATORRECEPTACLE FOR NITROGEN GENERATOR RECEPTACLE FOR DPM TABLET2-DATA PORT FOR DPM TABLET AND FUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. POWER AND DATA TO BE PROVIDED FROM STUB-UP LOCATION BELOW ADJACENT ESPRESSO BAR 8" 3' - 9" CRAFT BAR CASEWORK DETAIL 2 DUPLEX RECEPTACLE FOR INSTANT HOT WATER TAP AT 26" (660MM) A.F.F. (200MM)8"(240MM)9 1/2" DUPLEX RECEPTACLE AND DATA PORT AT 47" (1190MM) A.F.F. SHELVING ABOVE C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 3 : 0 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I507 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ELECTRICAL DETAILS Scale: 3/4" = 1'-0" 01BRW 03-02 ELECTRICAL Scale: 3/4" = 1'-0" 02CBE 13-02 ELECTRICAL Scale: 3/4" = 1'-0" 10ESP 10-01 ELECTRICAL Scale: 3/4" = 1'-0" 04MOP 07-04 ELECTRICAL Scale: 3/4" = 1'-0" 09POS 01-01 ELECTRICAL Scale: 3/4" = 1'-0" 03DTW 07-02 ELECTRICAL Scale: 3/4" = 1'-0" 08NIT 09-03 ELECTRICAL Scale: 3/4" = 1'-0" 2WATER FILLING STATION - ELECTRICAL NOT USED Revision Schedule Rev Date By Description 05/08/2024 RECEPTACLE FOR ICE MACHINE AT 72" (1830MM) A.F.F. BACK WALL . 6" (152MM) MIN. CLEAR TO BACK WALL MOP SINK WATER FILTRATION SYSTEM (ABOVE) GFCI 120V DUPLEX RECEPTACLE FOR BOOSTER PUMP ABOVE INSTALLED AT FACE OF WALL AT 9'-0" (2745MM) A.F.F.(IF REQUIRED).(915MM) 3' - 0" (75MM)3" GFCI 120V DUPLEX RECEPTACLE FOR WATER FILTRATION SYSTEM AT 54" (1370MM) A.F.F. (305MM) 1' - 0" GFCI 120V QUAD RECEPTACLE FOR WATER FILTRATION SYSTEM AT 76" (1930MM) A.F.F. RECEPTACLE FOR SANITIZER AT 18" (460MM) A.F.F. BACK WALL RECEPTACLE FOR REFRIGERATOR AND/OR FREEZER AT 84" (2135MM) AFF BACK WALL 7' - 8" 1' - 3"1' - 11 1/2"1' - 0" ELEVATION VIEW PLAN VIEW 1' - 9 1/2" 4' - 1 0 " CRAFT BAR CASEWORK DETAIL 42 2 DEDICATED QUAD RECEPTACLE FOR DT DIGITAL PRODUCTION MONITOR, UPS UNIT (FOR TENDERING REGISTER EXPEDITOR, POS AND PED) AND FUTURE USEDEDICATED QUAD RECEPTACLE FOR FUTURE USE2-DATA J-BOX4-DATA J-BOX POWER AND DATA RECEPTACLES DEDICATED QUAD RECEPTACLE FOR DRIVE THRU TIMER MONITOR AND CONTROL UNIT.(2) DEDICATED DUPLEX RECEPTACLE FOR WIRELESS BASE AND SIGNAL PROCESSORWITH CIRCUIT ISOLATED GROUND2-DATA J-BOXSINGLE DATA J-BOX POWER AND DATA RECEPTACLES QUAD RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AND FUTURE USE POWER RECEPTACLE UNDERCOUNTER REFRIGERATOR DUPLEX CONVENIENCEPOWER RECEPTACLE EDGE OF COUNTERTOP DRIVE THRU TENDERING REGISTER TRIPLE MONITOR MOUNT (GC INSTALLED)SEE PLAN VIEW FOR MOUNTING LOCATION POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F.DEDICATED QUAD RECEPTACLE FOR DT DIGITAL PRODUCTION MONITOR, UPS UNIT (FOR TENDERING REGISTER, EXPEDITOR POS AND PED) AND FUTURE USEDEDICATED QUAD RECEPTACLE FOR FUTURE USE2-DATA PORT FOR TENDERING REGISTER AND EXPEDITOR POS4-DATA PORT FOR DT VIDEO, PED AND/ORCONNECT DEVICES DRIVE THRU VIDEO CONDUIT FROM DT ORDER POINT TO DT VIDEO DATA BOX AT 28" (711MM) A.F.F. POS BANK (TYP) CASH DRAWERS NOTE:EQUIPMENT SHOWN AS DASHED LINES IS TO BE FURNISHED AND INSTALLED BY OWNER UNLESS NOTED OTHERWISE DRIVE THRU WIRELESS HEADSET BASE STATION DRIVE THRU TIMER MONITOR FUTURE HHOP CABLING TO HEADSET BASE STATION FROM J-BOX AT CLG/WALL FOR EXTERNAL EXTENDED COVERAGE ANTENNA (FOIO) DRIVE THRU DIGITAL PRODUCTION MONITOR DRIVE THRU EXPEDITOR POS RECEIPT PRINTER DT AUDIO CONDUIT FROM DRIVE THRU ORDER POINT AND DETECTOR LOOP CONDUIT FROM DT WINDOW TO DT TIMER CONTROL DATA JUNCTION BOXES AT 8'-2" (2490MM) POWER RECEPTACLE AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F.QUAD RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AND FUTURE USE SINGLE DOOR REFRIGERATOR DUPLEX CONVENIENCE OUTLET AT 45" (1143MM) TO TOP OF RECEPTACLE A.F.F. DRIVE THRU TIMER CONTROL UNIT POWER AND DATA RECEPTACLES AT 8'-2" (2490MM) TO TOP OF RECEPTACLES A.F.F.DEDICATED QUAD RECEPTACLE FOR DRIVE THRU TIMER MONITOR AND CONTROL UNIT(2) DEDICATED DUPLEX RECEPTACLE FOR WIRELESS BASE AND SIGNAL PROCESSORWITH CIRCUIT ISOLATED GROUND2-DATA PORT FOR DT TIMER AND CONTROL UNITSINGLE DATA PORT FOR DT AUDIO (MIC & SPEAKER) DRIVE THRU TIMER SIGNAL PROCESSOR (TSP) 36" W X 51" H (915MM W X 1295MM H) MIN. FIRE RATED PLYWOOD BACKER BOARD. FASTEN TO STRUCTURE. WALL FINISH TO CONCEAL. * 2' - 5 1/2" * 5 " DIMENSIONS INDICATE CENTER MOUNTING POINT FOR MONITOR BASE* PLAN VIEW PRINTER 380MM 1' - 3" 4' - 0 " ( 1 2 2 0 M M ) A . F . F . 110MM4 1/4" 25MM1" 670MM 2' - 2 1/4" 2 1 SECURE KEY BOX MUSIC SYSTEM PLAYER AND AMPLIFIER (FURNISHED BY OWNER, INSTALLED WITH SPEAKER SYSTEM BY GC) ON 14" DEEP (355MM) SHELF ONLY (MIN.) (NOT IN EQUIP. RACK). CEILING HEIGHT SHOWN AT 96" (2440MM). REFER TO REFLECTED CEILING PLAN(S) FOR ACTUAL HEIGHT. WALL MOUNTED SHELVING UNIT ATTACHED TO BACKER BOARD HOME PHONE CONNECT (HPC) CASH SCALE ROLLING CART IPOD TOUCH CHARGING CRADLE NOTE:EQUIPMENT SHOWN AS DASHED LINES IS TO BE FURNISHED AND INSTALLED BY OWNER UNLESS NOTED OTHERWISE. ROLLING CART SHELVING ABOVE DESK SLEEVE FOR LOW VOLTAGE CABLE BUNDLE MOUNTED TO (2) UNISTRUTS POWER & DATA RECEPTACLES (IN WALL, AT MUSIC SYSTEM SHELF) (1) DUPLEX RECEPTACLE FOR: MUSIC SYSTEM AMPLIFIER AND FUTURE USE (1) 2-DATA PORT FOR: CURIO POWER, TELEPHONE & DATA RECEPTACLES (IN WALL, BELOW DESK) (1) QUAD RECEPTACLE FOR: PC, PRINTER, PHONE AND HPC (1) QUAD RECEPTACLE FOR: LAPTOP, CASH SCALE AND FUTURE USE (1) QUAD RECEPTACLE (1) PHONE MAIN (1) 2-DATA PORT FOR: PC AND PRINTER A LOW VOLTAGE CABLE BUNDLE 1 MUSIC SYSTEM PLAY NETWORKSPEAKERS 2" (50MM) Ø SLEEVE FOR LOW VOLTAGE CABLE BUNDLE MOUNTED TO (2) UNISTRUTS CEILING TRIM RING 60" W X 70" H (1525MM W X 1780MM H) MIN. 3/4" FIRE RATED PLYWOOD BACKER BOARD. FASTEN TO STRUCTURE TO HOLD MIN. 350 PSF. PAINTABLE SURFACE ON ROOM SIDE & FINISH AS SCHEDULED. POWER, TELEPHONE & DATA RECEPTACLES AT 12" (305MM) A.F.F. TO CENTER OF GROUPING. SEE FLAN VIEW NOTE "A" ABOVE FOR DESCRIPTION. A POWER & DATA RECEPTACLES AT 60" (1525MM) A.F.F. TO CENTER OF GROUPING. SEE NOTE 'B' ABOVE FOR DESCRIPTION. DESK OFFICE PC LAPTOP CORDLESS 1 LINE PHONE ELEVATION VIEW B C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 3 : 0 9 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I507 A 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA ELECTRICAL DETAILS Scale: 3/4" = 1'-0" 08ICE MACHINE - ELECTRICAL Scale: 3/4" = 1'-0" 2WATER FILTRATION - CONFIGURATION III Scale: 3/4" = 1'-0" 12SANITIZING WORKSTATION - ELECTRICAL Scale: 3/4" = 1'-0" 16REFRIGERATOR/FREEZER - ELECTRICAL Scale: 3/4" = 1'-0" 01DTP 01-02 ELECTRICAL Scale: 3/4" = 1'-0" 09MANAGER DESK (NEW) - RIGHT- ELECTRICAL Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 3 : 1 3 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I601 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK AND FF&ESCHEDULES FURNITURE SCHEDULE - "F" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS BANQUETTE X2015 1 BANQUETTE - WALLFLOWER CUSHION SEAT ANDBACK - VARIABLE LENGTH - TAN BROWNNATURAL F0245 CW CW REFER TO SHEET I502A FOR MOREDETAILS X3009 1 BANQUETTE - WALLFLOWER - VARIABLE LENGTH- WHITE OAK WD0073 CW CW REFER TO SHEET I502A FOR MOREDETAILS X3015 1 BANQUETTE - WALLFLOWER CUSHION SEAT ANDBACK - VARIABLE LENGTH - TAN BROWNNATURAL F0245 CW CW REFER TO SHEET I502A FOR MOREDETAILS X3019 1 BANQUETTE - WALLFLOWER - VARIABLE LENGTH- WHITE OAK WD0073 CW CW REFER TO SHEET I502A FOR MOREDETAILS CHAIR 21359 6 CHAIR - CAFE PEGGY - WHITE OAK WD0073 SB GC MANUF: ADRIANO 22712 13 Chair - Cafe Dolly Upholstered - White Oak andCaramel Brown Natural WD0073 F0008 VD GC MANUF: WEST ELM 22879 6 CHAIR - LOUNGE COMF - BLACK AND BLACKNATURAL MT0028 F0046 SB GC MANUF: WEST ELM 22944 8 CHAIR - STOOL COUNTER HEIGHT PEGGYUPHOLSTERED - WHITE OAK AND BLACKNATURAL WD0073 F0046 SB GC MANUF: ADRIANO 23446 4 CHAIR - CAFE HANS 2.0 - BLACK SB GC MANUF: RATANA TK0004 20 CHAIR - STOOL COUNTER HEIGHT MATER -BLACK STAINED OAK SB GC MANUF: MATERDESIGN TK0077 1 CHAIR - MANAGERS WORKSTATION SB GC STEELCASE SERIES ONE ARMLESS DESK TK0076 1 DESK - MANAGERS WORKSTATION - 48X24X27IN1220X610X685MM SB GC MANUF: STEELCASE MIRROR 10093 2 MIRROR - RESTROOM - 18X30IN 455X760MM GC GC LOCALLY SOURCED OTHER 10756 5 COAT HOOK 1 PRONG SQUARE - 2IN 50MM - SST SB GC MANUF: GAMCO TK0051 2 Coat Hook Strip - 30in 760mm - Black SB GC MANUF: WEST ELM SHELVES TK0053 1 DESK - MANAGERS WORKSTATION SHELVES -48IN 1220MM SB GC MANUF: STEELCASE X0053 1 DESK - PARTNER AMENITY STATION SHELVES CW GC STORAGE TK0078 1 FILE MOBILE PEDESTAL WITH CUSHION ANDLOCK SB GC MANUF: STEELCASE TK0079 1 MANAGERS DESK CART - 24X20IN 610X510MM SB GC MANUF: STEELCASE TABLE 18429 1 TABLE - COMMUNITY COUNTER HEIGHT ANGLEBASE - 8 SEAT - WHITE OAK WD0073 VD GC MANUF: CHARLESTON FORGE 18468 6 TABLE - BASE CAFE T LEG - HOT ROLLED STEELMT0011 VD GC MANUF: COAST TO COAST METAL 20033 2 TABLE - ACCESSIBLE METAL WITH TAPEREDLEGS - 36X24IN 915X610MM - OYSTER WHITEMT0045 VD GC MANUF: COAST TO COAST METAL 20034 2 TABLE - CAFE METAL PEDESTAL BASE ROUND -24IN 610MM - OYSTER WHITE MT0045 VD GC MANUF: COAST TO COAST METAL 21449 9 TABLE - BASE CAFE HEIGHT BOTTLE - FLATBLACK MT0028 SB GC MANUF: WEST ELM 21800 3 TABLE - TOP ACCESSIBLE ROUND EDGE OBLONG- 48X24IN 1220X610MM - WHITE OAK WD0073 VD GC MANUF: CROW WORKS 21842 9 TABLE - TOP ROUND EDGE ROUND - 24IN 610MM -WHITE OAK WD0073 SB GC MANUF: CROW WORKS 21979 4 TABLE - OCCASIONAL SIDE WING - WHITE OAKWD0073 VD GC MANUF: WEST ELM SPECIALTY EQUIPMENT SCHEDULE - "E" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS X1220 1 TOILET PARTITION VD GC MANUF: WILSONART, MODEL: LAMINATE -GRAY - 1595, SEE I401, I402 FOR MOREDETAILS. X1221 1 TOILET PARTITION VD GC MANUF: WILSONART, MODEL: LAMINATE -GRAY - 1595, SEE I401, I402 FOR MOREDETAILS. X1334 3 MOTORIZED SHADES VD GC MANUF: RollAShade COOLING 10110 1 FRIDGE REACH IN 1 DOOR RH - 29IN 735MM SB GC MANUF: TRUE FOOD SERVICE , MODEL:TG1R-1S-HC 10267 8 FRIDGE UNDERCOUNTER 1 DOOR - 27IN 685MM SB GC MANUF: DELFIELD, MODEL:406P-STAR2 -115V Undercounter refrigerator single sectionon casters406P-STAR2 11083 1 FRIDGE REACH IN 2 DOOR - 51X35IN 1295X890MM SB GC MANUF: TRUE FOOD SERVICE , MODEL:TG2R-2S-HC 12618 2 FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF -27IN 685MM SB GC MANUF:DELFIELD , MODEL:406P-STAR4 13682 2 FREEZER REACH IN 2 DOOR - 54IN 1370MM SB GC MANUF: TRUE FOOD SERVICE ,MODEL:T-49F-HC STAR 20010 1 FRIDGE NITRO 2 TAP JT NITCOM LH VD GC MNAUF: JOETAP , MODEL: JT-NITCOM–(X) -LH.KITINCLUDES UNDERCOUNTER FRIDGE, FONT,TRAY, AND TUBING EQUIPMENT 10312 2 BREWER SOFT HEAT WARMING STAND SINGLE SB GC 2MANUF:BUNN , MODEL:1SH Stand -27825.0017 10746 1 BREWER DUAL SOFT HEAT SB GC MNAUF:BUNN , MODEL:Dual SH DBC 10808 1 GRINDER DITTING KR1203 SB GC MNAUF: DITTING , MODEL: KR1203 10856 4 BREWER SERVER SOFT HEAT SB GC MANUF:BUNN , MODEL:SH-S Server -27850.0048 12508 2 BLENDER QUIET MODEL ON COUNTER SB GC MNAUF: VITAMIX 19742 2 ESPRESSO MACHINE MASTRENA II SB GC MANUF:THERMOPLAN 20032 3 OVEN EIKON E2S - BLACK VD GC MANUF:WELBILT , MODEL:eikon® e2s SBUS 21679 1 NITROGEN GENERATOR ELEMENT COMPACT SB GC MANUF:ELEMENT-GAST , MODEL:1993010 24007 1 DISHWASHER LXNR ADVANSYS SB GC MANUF:HOBART , MODEL:LXnR advansys FOOD CASE 16238 1 FOOD CASE - ZEPHYR - 66IN 1675MM SB GC MANUF: OASIS - STRUCTURAL CONCEPTS , ICE 10344 2 ICE - BIN DROP IN 90LB 40KG VD GC MANUF:ELKAY , MODEL:CUSTOM 18029 1 ICE - BIN B110 SB GC MANUF: ICE-O-MATIC , MODEL:B11OPS 19278 2 ICE - BIN DROP IN 45LB 20KG HORIZONTAL SB GC MANUF:ELKAY , MODEL:CUSTOM 19729 1 ICE - MACHINE CIM2046HR SERIES REMOTECOOLED VD GC MANUF: ICE-O-MATIC , MODEL: CIM2046 OTHER 10091 1 CUP DISPENSER TALL HOT VERTICAL SB GC MANUF:DISPENCE-RITE ,MODEL:ECL-NS-A34P 10099 2 RESTROOM TOILET PAPER HOLDER SB GC MANUF:ASI , MODEL: 0030 10172 2 RESTROOM SEAT COVER DISPENSER SB GC MANUF: ASI, MODEL: 0477 10179 2 HAND DRYER SURFACE MOUNTED SB GC MANUF: DYSON AIRBLADE V 10384 2 DIAPER CHANGING STATION HORIZONTAL 10396 1 CUP DISPENSER SHORT HOT VERTICAL SB GC MANUF:DISPENCE-RITE,MODEL:ECL-NS-299P 10501 1 FIRE EXTINGUISHER GC GC LOCALLY SOURCED 10769 2 RESTROOM GRAB BAR VERTICAL - 18IN 455MM VD GC MANUF: ASI, MODEL: 3400 10791 2 CUP DISPENSER GRANDE VENTI COLD VERTICAL SB GC MANUF: DISPENCE-RITE ,MODEL:ECL-NS-845P 10855 2 CUP DISPENSER GRANDE VENTI HOT VERTICAL SB GC MANUF: DISPENCE-RITE ,MODEL:ECL-NS-31P 10858 1 CUP DISPENSER TALL COLD VERTICAL SB GC MANUF: DISPENCE-RITE ,MODEL:ECL-NS-422P 10859 2 RESTROOM GRAB BAR - 48IN 1220MM SB GC MANUF: ASI, MODEL: 3400 10862 2 RESTROOM GRAB BAR - 36IN 915MM SB GC MANUF: ASI, MODEL: 3400 10947 3 SOAP DISPENSER WALL MOUNTED SB GC MANUF: GAMCO , MODEL: G-58AP 10977 1 PAPER TOWEL DISPENSER FULL SIZE SB GC MANUF: GEORGIA-PACIFIC ,MODEL:56650/01 13330 1 MOBILE CUP DISPENSER CADDY SB GC MANUF: SPG , MODEL:STBKCCAD8BLK 13584 1 CUP DISPENSER TRENTA COLD VERTICAL SB GC MANUF: DISPENCE-RITE ,MODEL:ECL-NS-69P 20011 1 NITRO 2 TAP FONT JT NITCOM VD GC DO NOT ORDER - INCLUDED IN KIT 20403 6 KEG - 3GAL SB GC MANUF: MANITOWOC, MODEL: 3 US 21551 16 POWER EXTENSION DUAL RECEPTACLE ANDUSB - BLACK VD GC MANUF: LEGRAND 21552 6 POWER EXTENSION RECEPTACLE WITH DUALUSB ROUND - BLACK VD GC MANUF: LEGRAND 21988 2 HAND DRYER BACK PANEL SB GC The Dyson Airblade Vhand dryer back panel , DIMENSIONS: H:311⁄2" (800 mm) x W: 153⁄4" (400 mm) x D:1⁄32" (0.5 mm) 22627 1 NITRO 2 TAP HANDLE WITH BADGE AND MOUNTKIT SB GC JOE TAP, FOR USE AT BACKBAR NITROFONT TK0082 1 POWER RECEPTACLE WITH USB AND WIRELESSCHARGING SB GC MANUF: HUBBELL STORAGE 10222 2 WIRE SHELF GRID AT SINK SB GC MANUF: ISS , MODEL: STBKWT2Y 10416 12 WORKROOM SHELVING - 36IN 915MM SB GC MANUF: SPG , MODEL: WST966 10462 12 WORKROOM SHELVING POSTS SB GC MANUF: ISS , MODEL: STBKP86Z4 10698 1 MOP RACK WITH 3 HOLDERS SB GC MNAUF: GAMCO , MODEL:MS-1A 17255 1 PASTRY TRAY CART - 60IN 1525MMPASTRY TRAY CART - 60IN 1525MM SB GC MANUF: SPG MODEL: 4H7120 17264 1 ROLLING PASTRY TRAY THAW RACK - 20X26IN510X660MM SB GC MANUF: WIN-HOLT 21934 1 PASTRY TRAY RACK UNDERCOUNTER - 30IN760MM SB GC MANUF: WINHOLT ,MODEL:AL-1308H-DW-TG 22212 1 WORKROOM SHELVING CART KIT SB GC MANUF: SPG , MODEL: WST1878C TK0048 3 5 COMP LOCKER - 15IN 380MM VD GC MANUF: TENNSCO GRAPHICS AND ARTWORK SCHEDULE - "G" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS GRAPHICS - ARTWORK 22068 1 ART - JORDAN KAY - REGIONAL COFFEE TASTINGNOTES VD GC OVERALL SIZE 22'3"W X 4'4" H. VINYL MURL 22673 1 ART - ANGELA MCKAY - HACIENDA ALSACIACOFFEE ROAD VD GC 1” WHITE OAK FRAMEOVERALL SIZE 6’2”W X 4’7”H 22915 1 ART - MARIA CAMILA BERNAL TORO - COLUMBIACOFFEE LANDSCAPE - PART 1 VD GC 1” WHITE OAK FRAMEOVERALL SIZE 4’1”W X 3’4”H GRAPHICS - OTHER 19781 2 RESTROOM SIGN SET MEN ACCESSIBLECALIFORNIA - BLACK VD GC MANUF: OFFICE SIGN COMPANY 19783 2 RESTROOM SIGN SET WOMEN ACCESSIBLECALIFORNIA - BLACK VD GC MANUF: OFFICE SIGN COMPANY TK0074 2 ACCESIBLE RESTROOM SIGNS VD GC EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS SIGNAGE - DISK 13164 3 SIGN - DISK SF ILLUMINATED FLUSHMOUNTED EVOLVED - 60IN 1525MM VD GC MANUF: LUMIFICIENT SIGNAGE - DRIVE THRU 22544 1 SIGN - DT CLEARANCE BAR SQUAREFRAME FREESTANDING - BLACK ANDDARK GREEN VD GC MANUF: DSA PHOTOTECH 23070 1 SIGN - MONUMENT ILLUM DS VD GC 23075 1 SIGN - DIRECTIONAL EXIT ONLY ILLUMDS - NEW FOUNDATION - 36IN 915MM VD GC 23085 2 SIGN - DT DIRECTIONAL ARROWILLUM DS - NEW FOUNDATION - 36IN915MM VD GC SIGNAGE - OTHER 21297 3 SIGN - 5 MINUTE PARKING VD GC MANUF: TAG, POST, IF REQUIRED,PROVIDED BY OTHERS CASEWORK SCHEDULE - "C" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS X0002 1 HEXAGONAL CUSTOM PLANTER CW CW CAST IN PLACE WITH METAL TRAYATTACHEDFERNS X0003 2 PENTAGONAL CUSTOM PLANTER CW CW CAST IN PLACE WITH METAL TRAYATTACHED X0009 2 SURFACE MOUNTED DESK FOR LIGHTING WITHROUND METAL ROD AND PLATE LARGE SIZE -MT0011 FINISH CW CW SEE SHEET I502C FOR MORE DETAILS. X0010 2 X0022 2 CUSTOM BENCH TREX TIKI TORCH TOP CW CW SEE SHEET I502D FOR MORE DETAILS. X0023 2 METAL SEAT DIVIDER MT0060 FOR CUSTOMBENCH TREX TIKI CW CW FINISH MATERIAL : MT0060 ,SEE SHEETI502D FOR MORE DETAILS X0024 2 METAL BASE MT0060 FOR CUSTOM BENCH TREXTIKI CW CW FINISH MATERIAL : MT0060 ,SEE SHEETI502D FOR MORE DETAILS X1111 1 WOODEN OPENING CAP - VESTIBULE CW CW FINISH MATERIAL : WD0073 X1112 1 WOODEN OPENING CAP - MANAGER'S DESKAREA CW CW FINISH MATERIAL : WD0073 X1113 1 WOODEN OPENING CAP - PARTNER REST AREA CW CW FINISH MATERIAL : WD0073 X1122 2 LANDSCAPE BREEZE BLOCK SCREEN CW CW SEE SHEET I502D FOR MORE DETAILS CABINET 17573 2 CABINET - BACKBAR COUNTER SUPPORT PANEL- 3IN 75MM CW CW 17574 6 CABINET - BACKBAR SINK OR ICE - 15IN 380MM CW CW 17580 2 CABINET - CBE TEA SHELF - 29IN 735MM - FLATBLACK MT0028 SB CW 17740 2 CABINET - BACKBAR - 30IN 760MM CW CW 17741 4 CABINET - BACKBAR 15IN 380MM CW CW 17743 1 CABINET - DT POS - 30IN 760MM CW CW 17744 1 CABINET - FRONTBAR POS BRIDGE - 22IN 560MM CW CW 17745 1 CABINET - BACKBAR DRAWER - 15IN 380MM CW CW 17747 6 CABINET - BACKBAR TRASH - 15IN 380MM CW CW 17896 1 CABINET - BACKBAR CUBBY - 15IN 380MM CW CW 18122 2 CABINET - BACKBAR SINK OR ICE - 16IN 405MM CW CW 19281 2 CABINET - ESPRESSO ICE BIN STAINLESS - 20IN510MM CW CW 21191 7 CABINET - FRONTBAR DRAWER - 15IN 380MM CW CW 21192 2 CABINET - FRONTBAR POS - 30IN 760MM CW CW 21193 1 CABINET - ESPRESSO CUBBY WITH OPEN BACK -18IN 455MM CW CW 22632 1 CABINET - CBE DRY INCLUSION SHELF - 44IN1120MM - FLAT BLACK MT0028 SB CW X0001 1 DT ALT 3 CW CW FINISH: PL0027 X7574 2 CABINET - BACKBAR SINK OR ICE - 15IN 380MM CW CW CAFE 20130 1 CONDIMENT WASTE AND RECYCLING CARTTHREE DROP - WALNUT AND BLACK WD0077CP0005 CW CW 21734 1 WALL BAY 3 UNIT - 108IN 2745MM - BLACKWD0035 CW CW COUNTERTOP 17807 1 COUNTERTOP - BACKBAR - 15IN 380MM CW CW 17810 1 COUNTERTOP - HAND SINK WITH TALL SPLASHSTAINLESS - 15IN 380MM CW CW 17828 1 COUNTERTOP - BACKSPLASH - VARIABLELENGTH CW CW 18722 1 COUNTERTOP - BREW WITH TRASH DROP - LF -105IN 2665MM CW CW 20061 1 COUNTERTOP - ESPRESSO METRO - RF - 139IN3530MM CW CW 20063 1 COUNTERTOP - FRONTBAR CAP - 139IN 3530MM CW CW 20271 1 COUNTERTOP - FRONTBAR MOP PLANAR - 60IN1525MM CW CW 21961 1 COUNTERTOP - DT WARMING - LF - 123IN 3125MM CW CW 23145 1 COUNTERTOP - CBE RINSE SINK 90LB ICE BINS -LF - 152IN 3860MM CW CW X1478 1 COUNTERTOP - BACKBAR CW CW X1479 1 COUNTERTOP - BACKBAR - 84" LENGTH CW CW X2328 1 COUNTERTOP - AMENITY - 67IN 1700MM CW CW X7824 1 COUNTERTOP - DT POS - LF - VARIABLE LENGTH CW CW X7830 1 COUNTERTOP - POS - 82IN 2085MM CW CW X7841 1 COUNTERTOP - HANDOFF END CAP SQUARED -LF CW CW DIEWALL 17831 1 DIEWALL - POS - 82IN 2085MM CW CW 18865 1 DIEWALL - 60IN 1525MM CW CW X0064 1 DIEWALL - ESPRESSO - 139IN 3530MM CW CW X7847 1 DIEWALL - HANDOFF END CAP - LF CW CW FIT KIT 17894 2 FIT KIT - CABINET FILLER PANEL <varies><varies> X7894 2 FIT KIT - CABINET FILLER PANEL <varies><varies> X9342 1 CABINET - CORNER FIT KIT CW CW OTHER 11142 2 CORBEL SUPPORT - 24IN 610MM CW CW 11155 2 ESPRESSO MACHINE PUMP MOUNT - 10X10IN255X255MM CW CW 18145 4 COUNTERTOP SUPPORT LEG CW CW 20066 1 SHROUD - 139IN 3530MM CW CW 20067 1 SNEEZE GUARD - 139IN 3530MM CW CW 20633 3 COUNTERTOP SUPPORT LEG SLIM CW CW PANEL 17832 1 PANEL - 82IN 2085MM CW CW 18717 1 PANEL - 60IN 1525MM CW CW X0065 1 PANEL - 139IN 3530MM CW CW X7849 1 PANEL - HANDOFF END CAP - LF CW CW TABLE X0726 3 CUSTOM STUDY TABLE WD0073 WITH METALBASE MT0060 CW CW REFER TO SHEET I502B FOR MOREDETAILS X8442 2 TABLE - COMMUNITY COUNTER HEIGHT ANGLEBASE - 10 SEAT - WITH POWER WHITE OAKWD0073 CW GC TRIM X1100 1 1IN X1IN WD0073 WOODEN FRAME FORARTWORK CW CW REFER TO INTERIOR ELEVATIONS FORMORE DETAILS. X1110 1 1IN X1IN WD0073 WOODEN FRAME FORARTWORK CW CW REFER TO INTERIOR ELEVATIONS FORMORE DETAILS. X1234 18 WOODEN TRIM 1" W X 3" H CW CW REFER TO INTERIOR ELEVATIONS FORMORE DETAILS. X1235 2 3”W X 3”H TRIM W/ LIGHT TROUGH CW CW FINISH MATERIAL: SW7045 Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 3 : 1 7 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I601B 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA CASEWORK AND FF&ESCHEDULES LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS X9875 11 SINGLE HEAD SITE LIGHTING VD GC MANUF: COOPER MODEL:STREETWORK X9876 2 DOUBLE HEAD SITE LIGHTING VD GC MANUF: COOPER MODEL:STREETWORK EXIT 19045 7 LED EXIT SIGN WITH EMERGENCY LIGHT -WHITE AND GREEN VD GC INTEGRATEDLED MANUF: LITHONIA LIGHTING MODEL :ECGLED-784231874592-GREEN-120/277-3 OTHER 22260 6 LED BOLLARD BEGA 99056 - BRONZE INTEGRATEDLED 22297 8 LED WELL LIGHT FLANGED TRIM - 5IN 125MM -BLACK VD GC INTEGRATEDLED MANUF: BK LIGHTING 22302 2 LED POLE LIGHT HOMANN PARK - SILVER -3200LM TYPE 3 OPTIC VD GC INTEGRATEDLED MANUF: LOUIS POULSEN PENDANT 20831 3 PENDANT - TALA KNUCKLE - OAK ASPACKAGED: 1XLEDFROSTED 6WE26BASE RECESSED CAN 21772 19 CAN - LED ADJUSTABLE RECESSED - 3IN75MM - WHITE - 800LM FLOOD VD GC INTEGRATEDLED MANUF: LEDRA X21770 11 CAN - LED ADJUSTABLE RECESSED - 3IN75MM - BLACK - 1155LM SPOT - DIM=0-10V VD GC INTEGRATEDLED MANUF: ALPHABET , MODEL: NU3"ROUND ADJUSTABLE X21772 46 CAN - LED ADJUSTABLE RECESSED - 3IN75MM - BLACK - 1155LM FLOOD - DIM: DIM10 VD GC INTEGRATEDLED X21772 4 CAN - LED ADJUSTABLE RECESSED - 3IN75MM - WHITE - 1155LM FLOOD - DIM: DIM10 VD GC INTEGRATEDLED MANUF: ALPHABET , MODEL: NU3"ROUND ADJUSTABLE SCONCE 20673 2 SCONCE - BRENDAN RAVENHILL ADA LARGE -BLACK AND BRASS VD GC INTEGRATEDLED MANUF: BRENDAN RAVENHILL 20752 2 SCONCE - MATTEO SQUIRCLE DOUBLE -BLACK VD GC ASPACKAGED: 2XLED A196W E26BASE MANUF: MATTEO SQUIRCLE DOUBLE 21221 10 SCONCE - KICHLER WALDEN 2 - TEXTUREDBRONZE VD GC INTEGRATEDLED MANUF: KICHLER WALDEN STRIP X0610 5 Direct View (Indoor) - Dv Series - Linear LedLighting VD GC INTEGRATEDLED Manuf: Kelvix ,Model: DV27K-24V - 2700K- 658lm/ft , Max run length: Unlimited,power every 15ft. , Cut intervals: 1" (25mm), Dimensions: 0.5" (12mm)x0.063" (1.2mm) X0611 2 Performance 300 (indoor) - PH Series - Linear LedLighting VD GC INTEGRATEDLED Manuf: Kelvix ,Model: PH24K-24V - 2400K- 262lm/ft , Max run length: Unlimited,power every 30ft. , Cut intervals: 1.313"(33.3mm) , Dimensions: 0.375"(10mm)x0.063" (1.5mm) X0612 1 Lightbox - Led Lighting Kit -249LM PER FT VD GC INTEGRATEDLED Manuf: Kelvix ,Model: LBX530 - 3000K-294lm/ft , Max run length: Unlimited, powerevery 20ft. , Cut intervals: 3-15/16"(100mm) , Dimensions: 3/8" (10mm)x1/16"(1.5mm) TRACK 12948 6 TRACK - WITH CONNECTORS - 16FT 488CM -BLACK- 1 CIRCUIT VD GC 15058 2 TRACK - WITH CONNECTORS - 6FT 183CM -BLACK- 1 CIRCUIT VD GC 21779 27 TRACK - LED FIXTURE WITH SNOOT - 3IN75MM - BLACK - 1100LM FLOOD VD GC INTEGRATEDLED TROFFER 21783 14 TROFFER - LED RECESSED - 24X48IN600X1200MM - WHITE - 4000LM VD GC INTEGRATEDLED MNAUF: ILP , MODEL: PAN24 36WLED U120-277V DRIVER 35 PLUMBING FIXTURE SCHEDULE - "P" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS X1000 2 WALL HYDRANT - CLOSE COUPLED GC GC MANUF: WOODFORD, MODEL: 74 DRAIN 10294 9 DRAIN - FLOOR SINK SQUARE - 12IN 305MM SB GC MANUF: ZURN LIGHT COMMERCIAL,MODEL:FD2375-NH3 10630 3 DRAIN - FLOOR SINK ROUND - 9IN 230MM GC GC LOCALLY SOURCED. WITHOUT FUNNEL. 10726 9 DRAIN - GRATE HALF SQUARE - 12IN 305MM SB GC MANUF: ZURN, MODEL: SUFFIX-2HALF GRATE FAUCET 10152 2 FAUCET - DOUBLE LABORATORY WITH BENT RISERSPOUT SB GC MANUF: ZURN MODEL: Z826S1-XL 10153 4 FAUCET - WATER TOWER - 12IN 305MM SB GC MANUF: CHG , MODEL: KL26-5012-SP 10215 2 FAUCET - DOUBLE LABORATORY WITH SWINGSPOUT SB GC MAUNF: ZURN , MODEL: Z826F1-XL 10447 1 FAUCET - PRE RINSE SPRAYER WALL MOUNTED SB GC MANUF: ENCORE , 10597 1 FAUCET - SINGLE HANDLE SB GC MANUF: ZURN , MODEL: Z7440-XL 10804 1 FAUCET - PRE RINSE SWING SPOUT SB GC MANUF: ENCORE ,MODEL:KL55-7012-SE4 10922 1 FAUCET - MOP SINK WALL MOUNTED SB GC MNAUF: ZURN , MODEL: Z843M1 10943 1 FAUCET - SINGLE LABORATORY WITH SWINGSPOUT SB GC MANUF: ZURN ,MODEL:Z825F1-XL 11003 2 FAUCET - METERED SB GC MANUF: CHICAGO FAUCETS ,MODEL:333-665PSHABCP 13588 1 FAUCET - HAND SINK WALL MOUNTED SB GC MANUF: ENCORE,MODEL:KL45-4000-SC4 21352 2 FAUCET - RESTROOM WITH MOTION SENSOR SB GC MANUF: ZURN, MODEL: Z6955-XL-S 22642 3 FAUCET - INSTANTHOT SYSTEM 2 BUTTON WITHBOILER AND BRACKET SB GC KIT INCLUDES FONT, UNDERCOUNTERBOILER AND BOILER BRACKET FOR SIDEPANEL MOUNTING. BRACKET CAN BEFLOOR MOUNTED USING SET OF (4)STAINLESS STEEL LEGS, ORDEREDSEPARATELY THROUGH VENDOR. FILTER 12501 1 FILTER - RO SYSTEM 600GPD VD GC MANUF: EVERPURE, MODEL:MRS-600HE-II 12507 1 FILTER - RO SYSTEM STORAGE TANK RO40 VD GC MANUF: EVERPURE, MODEL:DEV311572ROMATE 40 12896 1 FILTER - BRINE TANK VD GC MANUF: BRINE TANK 12899 2 FILTER - POLY GLASS VESSEL VD GC 13076 1 FILTER - PREFILTRATION SYSTEM VD GC MANUF: EVERPURE, MODEL:EV9795-90 13082 1 FILTER - WATER SOFTENER TWIN VD GC MANUF: EVERPURE, MODEL:9100SXT/HYBRID SINK 10116 2 SINK - RESTROOM WALL MOUNTED SB GC MANUF: KOHLER, MODEL: K-2005-R 10549 2 SINK - RINSE DROP IN SST - 12X20IN 305X510MM SB GC MANUF: ELKAY, MODEL: CUSTOM 10995 1 SINK - MOP - 24X24IN 610X610MM SB GC MANUF: ZURN, MODEL: Z1996-24 13264 1 SINK - 3 COMP WORK SST - 93IN 2350MM 14688 1 SINK - HAND WITH SIDE SPLASH WALL MOUNTEDSST SB GC MANUF: ENCORE, MODEL: 18743 1 SINK - WATER FILLING STATION - 36X24IN915X610MM SB GC MANUF: EMI INDUSTRIES 22630 1 SINK - RINSE DROP IN - 27X26IN 685X670MM SB GC MANUF: ELKAY 22768 2 SINK - COUNTERTOP RINSER WITH WATER TOWER -26X9IN 660X235MM SB GC MANUF: ELKAY TOILET 22556 1 URINAL MANUAL FLUSH GC GC MANUF: FERGUSON 22558 5 TOILET - TANKLESS AUTOMATIC SINGLE FLUSH GC GC MANUF: FERGUSON WATER HEATER 22226 1 WATER HEATER TANK ELECTRIC- 18 KW VD GC MANUF: BRADFORD WHITE MECHANICAL EQUIPMENT SCHEDULE - "M" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS FAN 10632 1 FAN - RESTROOM EXHAUST VD GC SEE MECHANICAL DRAWINGS X2013 2 AIR CURTAIN - 72''GC GC MANUF: MARS, MODEL: STD2 SERIES X10721 1 FLY FAN AIR CURTAIN FOR WALK UP / DRIVE THRUSERVICE WINDOWS MANUF: READY ACCESS, MODEL:IN-CEILING RECESSED AIR CURTAIN OTHER 17797 1 ENERGY MANAGEMENT SYSTEM - HVAC ONLY VD GC SEE MECHANICAL SHEETS X001 4 PACKAGED ROOFTOP UNIT DATA DEVICE SCHEDULE - "A" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS AUDIO VISUAL 10005 1 MUSIC SYSTEM VD GC MANUF: PLAY NETWORK, MODEL:MC500 MEDIA PLAYER 10012 1 DT COMMUNICATION SYSTEM VD GC MANUF: HME 12336 1 DT TIMER SYSTEM VD GC MANUF: ZOOM, MODEL: PL1700 17''LCD MONITOR 19340 1 AMPLIFIER - 80W SB GC MANUF: JBL, MODEL: CSA180Z 22202 1 ORDER STATUS BOARD VD GC MANUF: RACK SOLUTIONS 22725 1 DT DIGITAL PRODUCTION MONITOR VD GC PART OF RETAIL IT EQUIPMENTPACKAGE 22726 1 DT POS MONITOR ARM TRIPLE SURFACE MOUNTED VD GC PART OF RETAIL IT EQUIPMENTPACKAGE DATA 10002 1 COMPUTER MANAGER WORKSTATION VD GC MANUF: HP, MODEL: HP RP9 G1Retail System - 9015 10007 1 PRINTER MANAGER WORKSTATION VD GC MANUF: HP, MODEL: LASER JET PROM402DNE 18744 1 EQUIPMENT RACK WITH LOCK - 24IN 610MM VD GC MANUF: SCHNEIDER ELECTRIC,MODEL: APC 20294 5 IOT MODULE SB GC MANUF: AVENT GRAPHICS - INTERIOR MENU 22970 3 MENU BOARD - DIGITAL DISPLAY - 44X25.25IN1121X644MM - BLACK VD GC MANUF: SAMSUNG, MODEL QMB 23021 1 MENU BOARD - ORDER STATUS BOARD MOUNTINGBRACKET - BLACKMENU BOARD - ORDER STATUS BOARD MOUNTINGBRACKET - BLACKMENU BOARD - ORDER STATUS BOARD MOUNTINGBRACKET - BLACK VD GC MANUF: FABCON , MODEL: QM50R WallMount MENU BOARD 22972 1 MENU - DMB SCREEN MOUNTING BRACKET VD GC MANUF: CHEIF, MODEL: LWM3X1U POINT OF SALE 10008 2 POS - REGISTER WITH COMPACT CASH DRAWER VD GC MANUF: HP RP9 G1 Retail System, Model:9015 10014 3 POS PRINTER VD GC MANUF: EPSON , MODEL: TM-T88V 10022 1 MONEY COUNTER SB GC MANUF: CASHMASTER 10029 6 POS BANK VD GC MANUF: AMSEC, MODEL: 9025089 10075 5 CUP LABELER VD GC MANUF: EPSON, MODEL: SRP-S300 14677 1 POS - DT TENDERING REGISTER SB GC PART OF RETAIL IT EQUIPMENTPACKAGE 14678 1 POS - DT EXPEDITOR VD GC PART OF RETAIL IT EQUIPMENTPACKAGE SECURITY 10024 1 SAFE LH - 20X18X26IN 510X455X660MM VD GC MANUF: AMSEC Revision Schedule Rev Date By Description 05/08/2024 DOOR LEGEND STOREFRONT METAL FRAME DOUBLE (TYPE A) SINGLE IMPACT DOUBLE ACTING SINGLE FLUSH EXTERIORINTERIORINTERIOR SINGLE SERVICE EXTERIOR DRIVE THRU WINDOW WITH RESTRICTED OPENSING SLIDING PANEL WINDOW LEGEND 10 " 7' - 0 " C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R 4T H C I T Y S U B M I T T A L 0 4 - 1 6 - 2 0 2 4 ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2021.10.22 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 6 / 2 0 2 4 1 : 5 3 : 1 8 P M C: \ U s e r s \ r e m o n \ O n e D r i v e \ D e s k t o p \ M a r k \ d u a r t e \ D u a r t e & B a l d w i n - 4 th c i t y s u b m i t t a l - 0 4 - 1 5 - 2 4 . r v t I602 01549-083 10-19-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE NESMA EL BKBASHY MAIKEL FARAGALLA INTERIOR FINISHESSCHEDULES CEILING TREATMENT SCHEDULE - "U" DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS X1000 936 SF WASHABLE ACT - WHITE - 2X4 FT GC GC MANUF:ARMSTRONG, MODEL: 672 ,COLOR: WHITE. @WORKROOM, SEEI103 & I504 FOR MORE DETAILS. X2000 2794 SF GYPSUM BOARD GC GC REFER TO CEILING PLAN FOR MOREINFO. AND DETAILS. SEE I504 FORCONSTRUCTION DETAILS. X3000 935 SF CEILING PANEL - ARMSTRONG - CIRRUSSECOND LOOK III - 24"X48"GC GC MANUF: ARMSTRONG, MODEL: CIRRUSSECOND LOOK - FINE FISSUED - PATTERN III -MODEL NO. #511 - COLOR: SW7046 & SW6148 -ES, AT CAFE AREA, PAINTED SW7046 &SW6148 -ES, REFER BACK TO SHEET I103 &I103B FOR MORE INFORMATION. FLOOR TREATMENT SCHEDULE - "T" DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS X1564 1847 SF 4" X 16" HERRINGBONE BURNISHED FINISHPLAZA STONE COLLECTIO VD GC MANUF: ORCO BLOCK @OUTDOOR SEATINGAREA TILE 20259 4127 SF TILE - VENICE VILLA - IVORY - 24X24IN600X600MM VD GC GROUT: MAPEI -10 BLACK WALK OFF MAT 19289 48 SF WALK OFF MAT - HELIX Z2 - BLACK ANDGUNMETAL - 12X9IN 305X230MM VD GC CANNOT BE CUT TO SIZE; USE HELIX Z1 ASBORDER WHEN FULL TILES CANNOT BEPLACED WALL BASE SCHEDULE - "B" DESIGN ID LENGTH DESCRIPTION FURN. BY INST. BY COMMENTS TILE BASE 18740 729' - 101/4"Tile Base - Plaza Nova - Black Shadow - 6x12in150x300mm VD GC GROUT: MAPEI- 10 BLACK X1123 277' - 31/2"Metal Base - MT0060 Flat Bronze- 6x12in150x300mm VD GC This is a powder coated finish – Specification:Prismatic Powders HMB – 2524 / Metallic /Matte @ BACKBAR, CAFE AND VESTIBULEAREA TILE BASE FINISH MATERIAL WALL TREATMENT (AREA) SCHEDULE - "Q" DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS CERAMIC TILES 20175 1586 SF Tile - Pro Architectura - Grey PN09 - 4x12in100x300mm VD GC MAPEI 09 - @RESTROOMS (STACKEDVERTICALLY) CONSTRUCTION MATERIAL X2000 16 SF Concrete masonry units - CMU VD GC EXTERIOR FINISH PALLETTE (CMU 12" X 6" X6")SPLIT FACE NATURAL GRAYLW. TILE X1444 823 SF Fireclay Pumice 2" x 6"VD GC MANUF: FIRECLAY TILE @CUSTOM PLANTERW/ METAL LINERFIRECLAY PUMICE 2”X6” FIELD TILETRIM: QUARTER ROUND & BEAKSUGGESTED PLANTS: MONSTERA, PHOTOS,FERNS WALL COVERING 17779 2743 SF WALL TEXTURE - TEXTURGLAS - TG4 BURLAP VD GC DESIGNER TO SPECIFY PAINT COLOR 18978 941 SF VINYL WALL PROTECTION - UPLIFT - RAW SUGAR VD GC @PARTNER REST AREA AND MANAGER'SDESK AREA WINDOW FILM SCHEDULE "Z" DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS X19461 23 SF WINDOW FILM - WHITE VD GC PAINT SCHEDULE DESIGN ID DESCRIPTION LRV FURN. BY INST. BY COMMENTS SW6102 SW6102 PORTABELLO, OR EQUIVALENT 21 VD GC SW USE PRIMER CP-1; NCS - S 2002-Y50R;AKZO NOBEL - 40YY 73/028 SW6148 SW6148 - WOOL SKEIN 63 VD GC SW USE PRIMER CP-1; NCS - S 3005-Y20R;AKZO NOBEL - 40YY 44/095 SW7008 SW7008 - ALABASTER 82 VD GC SW USE PRIMER CP-1; NCS - S 2002-Y50R;AKZO NOBEL - 40YY 73/028 SW7045 SW7045 INTELLECTUAL GRAY, OR EQUIVALENT 36 VD GC SW USE PRIMER CP-1; NCS - S 3005-Y20R;AKZO NOBEL - 40YY 44/095 CASEWORK FINISH SCHEDULE ENGINE ZONE MATERIAL DESCRIPTION FINISH CODE COMMENTS COMPOSITE - BRUSHED WARM GREY COUNTERTOPS - BACKBAR COMPOSITE - BRUSHED WARM GREY CP0056 COUNTERTOPS - ESPRESSO COMPOSITE - BRUSHED WARM GREY CP0056 COUNTERTOPS - FRONTBAR COMPOSITE - BRUSHED WARM GREY CP0056 COUNTERTOPS - SHROUD COMPOSITE - BRUSHED WARM GREY CP0056 METAL - FLAT BLACK POWDERCOAT CABINETS - DOOR PULL METAL - FLAT BLACK POWDERCOAT MT0028 METAL - STAINLESS STEEL - BRUSHED CABINETS - CABINET LEG METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED16GA CABINETS - UNDERCOUNTERICE BIN METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED16GA COUNTERTOPS - HAND SINK METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED16GA PLAM - GOLDEN BLONDE GRAIN CABINETS - UNDERCOUNTER PLAM - GOLDEN BLONDE GRAIN PL0027 PLASTIC - BLACK CABINETS - UNDERCOUNTER PLASTIC - BLACK WOOD - WHITE OAK - REVEAL SLAT - VERTICAL FINISH PANELS - FRONTBAR WOOD - WHITE OAK - REVEAL SLAT - VERTICAL WD0073MAD101-V CASEWORK CABINET BASE SCHEDULE DESIGN ID COUNT BASE OPTION DESCRIPTION 17573 2 Box Base CABINET - BACKBAR COUNTER SUPPORT PANEL - 3IN 75MM 17574 6 Box Base CABINET - BACKBAR SINK OR ICE - 15IN 380MM 17740 1 Box Base CABINET - BACKBAR - 30IN 760MM 17740 1 Other CABINET - BACKBAR - 30IN 760MM 17741 4 Box Base CABINET - BACKBAR 15IN 380MM 17743 1 Box Base CABINET - DT POS - 30IN 760MM 17744 1 Box Base CABINET - FRONTBAR POS BRIDGE - 22IN 560MM 17745 1 Box Base CABINET - BACKBAR DRAWER - 15IN 380MM 17747 6 Box Base CABINET - BACKBAR TRASH - 15IN 380MM 17894 2 Box Base FIT KIT - CABINET FILLER PANEL 17896 1 Box Base CABINET - BACKBAR CUBBY - 15IN 380MM 18122 2 Box Base CABINET - BACKBAR SINK OR ICE - 16IN 405MM 21191 7 Box Base CABINET - FRONTBAR DRAWER - 15IN 380MM 21192 2 Box Base CABINET - FRONTBAR POS - 30IN 760MM 21193 1 Box Base CABINET - ESPRESSO CUBBY WITH OPEN BACK - 18IN 455MM X7574 2 Box Base CABINET - BACKBAR SINK OR ICE - 15IN 380MM X7894 2 Box Base FIT KIT - CABINET FILLER PANEL X9342 1 Box Base CABINET - CORNER FIT KIT DOOR SCHEDULE - "D" Copy 1 DESIGN ID DESCRIPTION WIDTH HEIGHT HARDWARE SET FURN BY INST BY COMMENTS X10015 ROOF ACCESS HATCH - SINGLE DOOR 3' - 4"(none)GC GC 36" X 36". @ ROOF ACCESS HATCH ON ROOF. SEE A504. 1 Exterior 21146 DOOR - SINGLE SERVICE- 36IN 915MM 3' - 0"7' - 0"12 GC GC DOOR MATERIAL: Metal - Stainless Steel - Brushed 21146 DOOR - SINGLE SERVICE- 36IN 915MM 3' - 0"7' - 0"12 GC GC DOOR MATERIAL: Metal - Stainless Steel - Brushed 10174 DOOR - STOREFRONT DOUBLE ACTING METAL FRAME DOUBLE - TYPE A 5' - 7 3/4"7' - 0"3-A GC GC DOOR MATERIAL: Metal - Stainless Steel - Brushed 3 Interior 10190 DOOR - SINGLE FLUSH - 36IN 3' - 0"7' - 0"7 GC GC DOOR MATERIAL: PLASTIC LAMINATE PL0027 , FRAME MATERIAL:WD0073 10190 DOOR - SINGLE FLUSH - 36IN 3' - 0"7' - 0"7 GC GC DOOR MATERIAL: PLASTIC LAMINATE PL0027 , FRAME MATERIAL:WD0073 10086 DOOR - SINGLE IMPACT DOUBLE ACTING - 36IN 915MM 3' - 0"7' - 0"11 GC GC ELIASON DOOR PL0027 3 1 Sign Vinyl Sign: "THIS DOOR MUST REMAINUNLOCKED WHEN BUILDING IS OCCUPIED"Seton --- 1 Threshold 325 Half Saddle Threshold National Guard --- 2 Accessories Door Sweep 18062CNB36 Pemko A 2 Stops and Holders 473 Door Stop w/Hook Rockwood 626 2 Closing Devices 8916 Door Closer 8916 AF89P AL Dorma 689 2 Operating Trim 48 Push Bar x 31 Rockwood 630 2 Operating Trim 108 Door Pull Handle Rockwood 630 2 Securing Devices (active leaf)A08794-003 Adjustable Ring, Mortise Cyl. 5/16-13/32 Falcon Lock 626 2 Securing Devices (active leaf)C987 7-Pin Mortise Cylinder Housing w/AR Cam Falcon Lock 626 9 Securing Devices (active leaf)KB632-2 Cut User Key "A" Keyway Falcon Lock --- 1 Securing Devices (active leaf)KB609-2 Cut Control Key "A" Keyway Falcon Lock --- 2 Securing Devices (active leaf)C607 7-Pin Core Combinated "A" Keyway Falcon Lock 626 1 Securing Devices (inactiveleaf)MS1880 Two-Point Flushbolt Adams Rite 626 1 Securing Devices (active leaf)MS1850S Deadbolt Adams RIte 626 6 Hanging Devices TA2314/MPB91 Hinge MacPro Bearing 4.5 x 4.5 McKinney 630 No.Item Description Manufacturer Finish DOOR HARDWARE SET NO. 3-A - For pair aluminum main entry/exit doors (300 or less occupancy) 1 Traffic Door Package SCP8 36" x 84"Eliason As Selected No.Item Description Manufacturer Finish DOOR HARDWARE SET NO. 11 - For workroom door at backbar 1 Stops and Holders 473 Door Stop w/ Hook 26D Rockwood 626 3 Accessories GJ64 Rubber Silencer Glynn Johnson Gray 2 Protective Trim Units K1050 B4E Kickplate 8" x 34" each site 32D Rockwood 630 1 Closing Devices 8916 Door Closer 8916 AF89P Dorma 689 1 Securing Devices C607 7-Pin Core Combinated "A" Keyway Falcon Lock 626 1 Securing Devices B-PB5405LNIC Lever StoreroomLC B-PB5405LN-693-497 1-3/4 Yale Lock 626 3 Hanging Devices TA2714/MPB79 Hinge MacPro Bearing 5 x 4.5 McKinney 626 No.Item Description Manufacturer Finish DOOR HARDWARE SET NO. 7 - For restroom door with lever and keyed lock 1 Miscellaneous Items MCV309NWHGL Door Bell Nutone As Selected 1 Miscellaneous Items DS/1000 Door Scope Security...Silver 1 Accessories Door Sweep 18062CNB36 Pemko A 1 Accessories 137NA Weather Strip 17" 36" x 84"National Guard A 1 Protective Trim Units K1050 B4E Kickplate 8" x 34"Rockwood 630 1 Closing Devices 8916 Door Closer 8916 AF89P Dorma 689 1 Securing Deices I/O 2000L-03IC Auto Locking Door Alarm, IC:No CTR Includes Mortise Cylinder Sur-Lock --- 1 Securing Devices C607 7-Pin Core Combinated "A" Keyway Falcon Lock 626 3 Hanging Devices TA2310/MPB91 Hinge MacPro Bearing 4.5 x 4.5 McKinney 630 No.Item Description Manufacturer Finish DOOR HARDWARE SET NO. 12 - For secondary 36" wide service door WINDOW SCHEDULE WINDOW COUNT DESCRIPTION FURN. BY INST. BY COMMENTS WINDOW 21987 1 WINDOW - DT BI-PARTING RESTRICTEDOPENING - 54X52IN 1370X1320MM - LOW-EINSULATED GLASS GC GC MANUF: READY ACCESS. SEE SHEET A507 FORMORE DETAILS NOTES:- THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. [CBC 11B-404.2.10] - EACH LEAF OF DOOR IN THE MEANS OF EGRESS SHALL PROVIDE 32" CLEAR OPENING AND A MINIMUM HEIGHT OF 6'-8", BUT IN NO CASE SHALL ANY SINGLE DOOR LEAF EXCEED 48". [CBC 1010.1.1]- HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B -309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (864 MM) MINIMUM AND 44 INCHES (1118 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. [11B-404.2.7] Revision Schedule Rev Date By Description 1 01-16-24 RA BUILDING COMMENTS 6 03-25-24 KA BUILDING COMMENTS 05/08/2024 J DUPLEX RECEPTACLE HIGH VOLTAGE RECEPTACLE 2POLES DUPLEX RECEPTACLE INDIVIDUAL BRANCH CIRCUIT RECEPTACLE: QUAD RECEPTACLE: QUAD INDIVIDUAL BRANCH CIRCUIT DATA OUTLET TELEPHONE OUTLET JUNCTION BOX W.P DUPLEX RECEPTACLE WATER PROOF 3PHASE RECEPTACLE SINGLE RECEPTACLE RACEWAY CONCEALED IN CEILING OR WALL.HASH MARKS INDICATE NUMBER OF WIRES.#12 AWG WIRE UNLESS OTHERWISE NOTED.TWO WIRES PLUS GROUND IF NO HASH MARKS SHOWN. LONG HASH MARK DENOTES NEUTRAL.GROUND WIRE NOT SHOWN. SWITCH THREE-WAY SWITCH HP RATED MOTOR SWITCH CEILLING RECEPTACLE GROUNDING ELECTRODE CONNECTION THERMOSTAT THERMOSTAT SENSOR PHOTOELECTRIC CELL DIMMER SWITCH SPEAKER RECEPTACLE: FLOOR DUPLEX 360 CAMERA CARBON DIOXIDE SENSOR CARBON MONOXIDE SENSOR SYMBOL ELECTRIC DISCRIBTION SYMBOL ELECTRIC DISCRIBTION 3 m T S D PV coCO2 DISCONNECT MEANS 3P-DISCONNECT MEANS C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-0001 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL GENERAL NOTES CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1) SUPPORT STARBUCKS COMMISSIONING AGENT (CXA) DURINGINSTALLATION VERIFICATION AND CORRECT DISCLOSEDDEFICIENCIES; 2) PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEMSTARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTINGBY STARBUCKS CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONALPERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTORSHALL PERFORM AND PROVIDE THE FOLLOWING: A.SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE , BUT ARENOT LIMITED TO DOMESTIC HOT WATER GENERATION, HVACSYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS,LIGHTING CONTROLS AND AIR CURTAINS. B.CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES INPROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCEOF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE ANDINTERVALS FOR WORK PERFORMED BY STARBUCKS CXA.CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALLWORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEMIN THE SCHEDULE OF VALUES. C.CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITHTHE MANUFACTURER’S REQUIREMENTS AND ALL CONTRACTDOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLEDTOTALLY COMPLETE, AND ACCESSIBLE TO STARBUCKS CXA FORINSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCETESTING PRIOR TO THE SCHEDULED START OF INSTALLATIONVERIFICATION. D.INSTALLATION VERIFICATION SHALL BE PERFORMED BYSTARBUCKS CXA. CONTRACTOR SHALL SUPPORT STARBUCKSCXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY.PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FORSTARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT ISINSTALLED CORRECTLY. E. CONTRACTOR SHALL BE READILY AVAILABLE DURINGINSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES ORDEFECTS DISCLOSED BY THE INSTALLATION VERIFICATIONPROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNERWITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. F.ALL HVAC, EXHAUST FAN, AND AIR CURTAIN EQUIPMENT SHALLBE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR’STESTING, ADJUSTING AND BALANCE AGENT( SEE TESTING,ADJUSTING AND BALANCING) AFTER THE SYSTEM IS VERIFIED TOBE COMPLETE AND CORRECT BY STARBUCKS CXA, INACCORDANCE WITH THE REQUIREMENTS OF THESEDOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTEDTO ENSURE THAT CONTROL DEVICES, COMPONENTS,EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED ANDOPERATE IN ACCORDANCE WITH THESE PLANS AND PROJECTMANUAL. SEQUENCES OF OPERATION SHALL BE TESTEDTO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH THECONTRACT REQUIREMENTS. DELIVERABLES: PRELIMINARY,WRITTEN TESTING AND AIR BALANCE REPORT CONFORMING TOTHE REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THEINFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXAIMMEDIATELY UPON COMPLETION OF THE WORK. G.CONTRACTOR SHALL INFORM STARBUCKS CXA WHENEQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCETESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONALPERFORMANCE TESTING PRIOR TO STARTING TESTING.CONTRACTOR SHALL OPERATE EQUIPMENT FOR STARBUCKSCXA AND VERIFY BY DEMONSTRATION THE CORRECT OPERATIONOF EQUIPMENT, RESPONSE OF SENSORS, AND PROPEREXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES;INCLUDING BUT NOT LIMITED TO, AIR MOVEMENT, TEMPERATURE,SOUND, AND CONTROL RESPONSE. PROVIDE ANY SECURITYACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT ASNEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESSAND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA WILLRECORD THE EQUIPMENT OPERATION AND RESPONSE TOTESTING SEQUENCES AND PREPARE A LIST OF ANYDEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCETESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENTINCLUDES, BUT IS NOT LIMITED TO, AIR HANDLING UNITS,ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS,LIGHTING CONTROLS, ETC. DELIVERABLES: PROVIDE COMPLETEDCOPIES OF ALL START UP REPORTS, FILLED OUT ON THEMANUFACTURER'S FORMS, TO THE STARBUCKS CXA. H.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUESOR DEFICIENCIES DISCLOSED DURING THE FUNCTIONALPERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BEMADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THESYSTEM AND CONSTRUCTION SCHEDULE. I.CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE-TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKSCXA DURING INSTALLATION VERIFICATION AND FUNCTIONALPERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FORCORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THESYSTEM DURING ANY AND ALL RE-TESTING. CORRECTIONSSHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TOTHE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES:FINAL BALANCE REPORT, DEFICIENCIES LIST NOTINGCORRECTIVE ACTIONS PERFORMED BY CONTRACTOR INRESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONALPERFORMANCE TEST RESULTS. J. CONSTRUCTION AND POST CONSTRUCTION TESTING:ADDITIONAL TESTING MAY BE REQUIRED AND OTHERPROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITHCOMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT,DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING ASDIRECTED BY STARBUCKS CXA. STARBUCKS CONTRACTS DIRECTLY WITH SECURITY VENDOR TO SUPPLY AND INSTALL THE SECURITY SYSTEM. CONTRACTOR TO SCHEDULE INSTALLATION OF SECURITY SYSTEM FOR FOUR (4) TIMES; 1. MEET TO PLAN SECURITY CABLE PULL WITH SECURITY CABLEINSTALLER PRIOR TO DRYWALL INSTALLATION. 2.SECURITY CABLE INSTALLER PULLS SECURITY CABLES, MOUNTSPANEL, KEYPAD AND SENSORS. 3. SECURITY EQUIPMENT INSTALL OF CAMERA, NVR AND MONITOR. 4.SECURITY MONITORING COMPANY TO BRING SYSTEM ONLINE ANDTRAIN PARTNERS AFTER POS INSTALL. SECURITY VENDOR REQUIRES A MINIMUM TWO (2) WEEKS LEAD TIME FOR EACH INSTALLATION. SECURITY VENDOR WILL COORDINATE REGIONAL INSTALLERS. ALL ADDITIONAL EXPENSES INCURRED DUE TO THE CONTRACTOR'S FAILURE TO SCHEDULE ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF ADDITIONAL TELEPHONE LINES ARE REQUIRED BEYOND THE STANDARD SINGLE LINE (SUCH AS FOR A FIRE ALARM) THE GENERAL CONTRACTOR SHALL CONTACT THE STARBUCKS CONSTRUCTION MANAGER PRIOR TO BEGINNING CONSTRUCTION TO ORDER THE ADDITIONAL TELEPHONE LINE(S). REPORT ANY TELEPHONE INSTALLATION ISSUES IMMEDIATELY TO THE STARBUCKS CONSTRUCTION MANAGER. CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT THERE ARE EXISTING, WORKING TELCO FACILITIES TO THE BUILDING OR THAT LANDLORD HAS FURNISHED AND INSTALLED ONE (1) 2" (51MM) MIN. (ENTRANCE) CONDUIT INCLUDING PULL STRING FROM TELCO STREET FEED LINE TO THE BUILDING AS IDENTIFIED BY THE PHONE COMPANY. NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF FACILITIES OR CONDUIT AND PULL STRING ARE NOT INSTALLED. GENERAL CONTRACTOR IS TO ENSURE THAT THERE IS A 2" (51MM) MIN. CONDUIT WITH PULL STRING FROM THE DATA RACK TO THE DEMARC(TELCO TO CUSTOMER HAND OFF EQUIPMENT) WHEN THE DEMARC IS MORE THAN 10' FROM THE DATA RACK. DISTANCES LESS THAN 10' WILLNOT REQUIRE CONDUIT. PROVIDE A 3-POSITION GROUND LUG, GROUNDED WITH #6 AWG GROUND WIRE, IF REQUIRED BY TELEPHONE COMPANY. ALL TELEPHONE/NETWORK CABLING IS THE SCOPE OF WORK OF THE TELEPHONE/NETWORK CABLING VENDOR. TELEPHONE SYSTEM NOTES SECURITY SYSTEM NOTES SYSTEM COMMISSIONING POS \ DATA LINE NOTES STARBUCKS CONTRACTS DIRECTLY WITH THE DATA CABLING VENDOR TO SUPPLY AND INSTALL CATEGORY 5e (CAT5e) LAN CABLE AND CONNECTORS FOR THE POINT OF SALE (POS) SYSTEMS. CONTRACTOR TO SCHEDULE INSTALLATION OF DATA CABLING WITH DATA CABLING VENDOR. DATA CABLING VENDOR REQUIRES A LEAD TIME FOR INSTALLATION. DATA CABLING VENDOR WILL COORDINATE REGIONAL INSTALLERS. AT THE START OF CONSTRUCTION, STARBUCKS CONSTRUCTION MANAGER SCHEDULES DELIVERY OF CASH REGISTER/MANAGER'S WORKSTATION EQUIPMENT AND INSTALLATION BY A POS INSTALL TECHNICIAN FOR ONE (1) MONTH PRIOR TO STORE OPEN. CONTRACTOR TO VERIFY DELIVERY SCHEDULE TWO (2) WEEKS PRIOR TO DELIVERY AND INSTALLATION DATE. EQUIPMENT IS SHIPPED DIRECTLY TO THE STORE. CONTRACTOR TO ACCEPT POS EQUIPMENT DELIVERY. DO NOT REFUSE DELIVERY. DATA CABLING TECHNICIAN TO PROVIDE ALL CAT5e LAN CABLING AND CONNECTORS FROM ALL DESIGNED AND FUTURE CASH REGISTER LOCATIONS, MANAGER'S WORKSTATION, ALL OTHER NETWORKED EQUIPMENT (CUP LABELERS, CLOVER, BUMP BAR, ETC...) AND WIRELESS ACCESS POINT TO THE DATA RACK AREA. CONTRACTOR IS TO HAVE CONDUIT WITH PULL STRING IN PLACE FOR ALL CABLE RUNS PRIOR TO CABLE INSTALL DATE. STARBUCKS NEW STORE GROUP IS RESPONSIBLE FOR COORDINATING STARBUCKS POS SYSTEMS DELIVERY AND INSTALLATION WITH THE POS VENDOR. THIS GROUP MAY BE CONTACTED AT: NEWSTORES@STARBUCKS.COM . COMMUNICATION SYSTEM NOTES CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT THE LANDLORD HAS FURNISHED AND INSTALLED ONE (1) ADDITIONAL 2" (51MM) (ENTRANCE) CONDUIT INCLUDING PULL STRING (FOR A TOTAL OF TWO (2)) FROM THE STREET FEED TO THE BUILDING AS IDENTIFIED BY THE INTERNET SERVICE PROVIDER. WIRELESS NETWORK NOTES CABLING FOR INTERNET SERVICE SHALL BE FURNISHED AND INSTALLED BY THE VENDOR FOR FIBER OR BROADBAND CONNECTIONS. T1 AND ETHERNET EXTENSION CABLING IS PROVIDED BY THE STARBUCKS (TELEPHONE/ NETWORK) CABLING VENDOR. COORDINATE WITH STARBUCKS. MUSIC SYSTEM NOTES MOUNT OWNER FURNISHED SPEAKERS WHERE SHOWN ON INTERIOR REFLECTED CEILING PLANS AND IN COORDINATION WITH ALL PLANS, DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS. INSTALL AND CONNECT OWNER FURNISHED WIRING SYSTEM BETWEEN ALL SPEAKERS AND THE OWNER PROVIDED MUSIC SYSTEM. SET WATTAGE TAP ON EACH SPEAKER'S ROTARY SWITCH PER TAP SETTINGS NOTED ON PLANS. GENERAL ELECTRICAL NOTES 9. 1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICALWORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGSSHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. DO NOTSCALE DISTANCES OFF THE ELECTRICAL DRAWINGS; USE ACTUALBUILDING DIMENSIONS. OVERALL CASEWORK COMPONENTDIMENSIONING ON ELECTRICAL DETAILS IS SHOWN FORREFERENCE AND COORDINATION ONLY. SEE PROJECT MANUAL. 2. ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPEROPERATION. BALANCE ALL BRANCH CIRCUIT LOADS BETWEENTHE PHASES OF THE SYSTEM WITHIN 10% OF THE HIGHEST PHASELOAD IN EACH PANEL BOARD. 3.THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE-ENERGIZING CIRCUITS IN DEMOLITION AREAS TO ENSURE A SAFECONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRINGLOCATED WITHIN THE DEMOLITION AREA THAT WILL NO LONGERBE USED SHALL BE REMOVED AND PROPERLY DISPOSED OF ATCONTRACTORS EXPENSE UNLESS OTHERWISE NOTED. 4. THE ELECTRICAL CONTRACTOR SHALL SCHEDULE ALL ELECTRICALSYSTEM OUTAGES WITH THE GENERAL CONTRACTOR ANDLANDLORD AT LEAST 24 HOURS IN ADVANCE. UNLESS APPROVEDOTHERWISE ALL OUTAGES SHALL OCCUR BETWEEN 11:00 PM AND5:00 AM. 5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALLNECESSARY CONDUIT AND J-BOXES TO SUPPORT A COMPLETESECURITY, PHONE, POS, AND DATA SYSTEMS. SEE MANAGERWORKSTATION AND BAR POINT OF SALE (POS)POWER/TELECOM/SECURITY DIAGRAM. COORDINATE ALL DEVICELOCATIONS AND MOUNTING HEIGHTS WITH SECURITY VENDORPRIOR TO ROUGH-IN. PROVIDE END-TO-END PULL STRINGS IN ALLCONDUITS. LABEL EACH END OF THE PULL STRING WITH CONDUITSYSTEM ("SECURITY") AND DESTINATION ("CAFÉ", "FRONT BAR",ETC.). PROVIDE INSULATED BUSHINGS ON ALL STUBBED-UP ANDEXPOSED CONDUIT ENDS. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THEGENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTINGWALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TOREMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OFWORK. 7. EXPOSED/SURFACE-MOUNTED CONDUITS SHALL ONLY BEALLOWED WHERE NECESSARY IN EXPOSED CEILING AREAS. IFCONDUITS NEED TO BE SURFACE MOUNTED TO WALLS,COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER FORAPPROVAL. 8. VERIFY THE LOCATION OF ALL OUTLETS AND SWITCHES WITHARCHITECTURAL DRAWINGS, INTERIOR DETAILS, FINISH SCHEDULES, GENERAL CONTRACTOR, EQUIPMENT VENDORS, STARBUCKS, AND EXISTING SITE CONDITIONS. VERIFY THE FINAL DOOR HINGE LOCATION PRIOR TO SWITCH INSTALLATION AND ADJUST THE SWITCH LOCATION IF NEEDED. DO NOT MOUNT RECEPTACLES/SWITCHES IN LOCATIONS THAT WOULD CONFLICT WITH MIRRORS, SEAMS OF WALLS, WAINSCOTS, TILE TRANSITIONS, ETC... ALL EQUIPMENT IS REQUIRED TO BE LISTED FOR THE PURPOSE, LOCATION, AND INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. ANY EQUIPMENT NOT LISTED AS AN ASSEMBLY WILL REQUIRE A 3RD PARTY FIELD EVALUATION BY A COMPANY APPROVED BY THE AHJ. GENERAL NOTES SCOPETHE INTENT OF THE DRAWINGS AND PROJECT MANUAL IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE ELECTRICAL WORK. SITE EXAMINATIONTHE ELECTRICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, CONDUIT, AND WIRING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE ELECTRICAL WORK. STANDARDSEQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF CSA, ULC, NEC, ASTM, UL, ETL, NEMA, ANSI, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODESALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE CODES, THE HIGHEST STANDARD SHALL APPLY. ELECTRICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. PERMITS AND FEESTHE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE ELECTRICAL WORK. WARRANTY THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. LANDLORD REQUIREMENTS PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD / BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS. IF LANDLORD / BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS AND ADHERE TO THEM. WHERE LANDLORD / BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER). LANDLORD / BUILDING OWNER REQUIREMENTS SHALL GOVERN. FIRE ALARM SYSTEM NOTES IF STARBUCKS IS REQUIRED TO PROVIDE A FIRE ALARM AND/OR FIRE ALARM MONITORING AND/OR PHONE LINES FOR A FIRE ALARM, AS SPECIFIED IN THE LEASE AGREEMENT, THE CONTRACTOR IS TO NOTIFY GNOC IMMEDIATELY THAT FIRE ALARM LINES ARE NEEDED. STARBUCKS PREFERRED FIRE ALARM SERVICE PROVIDER, STANLEY, IS TO BE CONTACTED BY THE CONSTRUCTION MANAGER TO INSTALL FIRE ALARM PANEL AND/OR MONITORING SERVICE AS REQUIRED. CARBON MONOXIDE (CO) DETECTOR NOTES COORDINATE INSTALLATION OF CARBON MONOXIDE (CO) DETECTOR DEVICE(S) AND LOW VOLTAGE WIRING WITH STARBUCKS SECURITY VENDOR FOR NEW STORES, RELOCATIONS AND MAJOR RENOVATIONS. VENDOR TO FURNISH AND INSTALL DEVICE(S) IN BOH AND FOH (AS APPLICABLE PER STARBUCKS STANDARDS). GC TO PROVIDE ROUGH-IN FOR SENSORS. CONTROLS AND OPERATION THE GENERAL CONTRACTOR SHALL CONTACT <INSERT VENDOR NAME> PRIOR TO THE LAST WEEK OF CONSTRUCTION FOR COMMISSIONING AND COORDINATE REQUIREMENTS WITH STARBUCKS. FURNISH AND INSTALL RACEWAYS WITH PULL STRINGS AND JUNCTION BOXES FOR THERMOSTAT(S) AND SENSOR(S). SET RESTROOM OCCUPANCY SENSOR TO 5 MINUTE ‘ON’ DURATION IN SINGLE OCCUPANT RESTROOM AND TO 5 MINUTE ‘ON’ DURATION IN MULTI-OCCUPANT RESTROOM UNLESS JURISDICTION REQUIREMENTS STATE OTHERWISE. COORDINATE WITH DRAWINGS AND LCP VENDOR FOR DEVICE LOCATIONS. VENDOR SHALL COMMISSION CONTROLS. THE GENERAL CONTRACTOR IS TO COMPLETE FINAL CONNECTION AFTER DATA RACK AND NETWORK INSTALLATION. THE GENERAL CONTRACTOR IS TO CONTACT LCP VENDOR TO VERIFY SYSTEM OPERATION AND TROUBLESHOOT IF REQUIRED. ENERGY MANAGEMENT SYSTEM (EMS) THE GENERAL CONTRACTOR SHALL INSTALL <INSERT LCP PRODUCT> AND <INSERT EMS SYSTEM>. PRIOR TO LAST WEEK OF CONSTRUCTION, IF NEEDED, FURNISH AND INSTALL TEMPORARY THERMOSTATS AND SENSORS, AND ROUTE ALL LOW VOLTAGE WIRING THROUGH EC PROVIDED CONDUITS (COORDINATE WITH ELECTRICAL). FURNISH AND INSTALL RACEWAYS WITH PULL STRINGS AND JUNCTION BOXES FOR THERMOSTAT(S) AND SENSOR(S). SET RESTROOM OCCUPANCY SENSOR TO 5 MINUTE ‘ON’ DURATION IN SINGLE OCCUPANT RESTROOM AND TO 5 MINUTE ‘ON’ DURATION IN MULTI-OCCUPANT RESTROOM UNLESS JURISDICTION REQUIREMENTS STATE OTHERWISE. COORDINATE WITH DRAWINGS AND LCP VENDOR FOR DEVICE LOCATIONS. VENDOR SHALL COMMISSION CONTROLS. THE GENERAL CONTRACTOR IS TO COMPLETE FINAL CONNECTION AFTER DATA RACK AND NETWORK INSTALLATION. THE GENERAL CONTRACTOR IS TO CONTACT LCP VENDOR TO VERIFY SYSTEM OPERATION AND TROUBLESHOOT IF REQUIRED. BRANCH CIRCUIT WIRING SCHEDULE TO BE USED FOR BRANCH CIRCUIT WIRING UNLESS NOTED OTHERWISE RATING(AMP)HOT AWG AWG 15A 12 3/4'' 12 12 POLES 1 2 3 CONDUCTOR AND CONDUIT SIZE NO. 1 2 3 CONDUITGROUNDNEUTRAL AWGNO. 121- -- - 12 12 12 3/4'' 3/4'' 20A 12 3/4'' 12 12 1 2 3 1 2 3 121 - -- - 12 12 12 3/4'' 3/4'' 25A 10 3/4''1 2 3 1 2 3 101- -- -3/4'' 3/4'' 30A 3/4''1 1 3 81 -- -3/4'' 3/4'' 2 3 2 -3/4''3/4'' 35A 8 3/4''1 1 81 - - 12 12 3/4'' 3/4''1 2 3 1 2 3 1 - - 12 12 3/4'' 3/4'' 40A 1 3 1 23 1 - -- -12 3/4'' 3/4'' 3/4''1 2 3 1 - 12 12 10 10 10 10 10 10 10 10 10 10 10 45A 50A 60A 70A 8 8 8 88 8 80A 90A 100A NOTES: 1 - THE ABOVE SCHEDULE IS BASED ON COPPER, 75 DEGREE CONDUCTORS. NOTES: 1. INFORMATION ABOVE DESIGNED TO PREVENT A VOLTAGE DROP EXCEEDING 3% FOR BRANCHCIRCUIT CONDUCTORS PER NEC ARTICLE 210.19(A)(1), FPN No. 4. 2. BRANCH CIRCUIT WIRE SIZING CHART TO BE UTILIZED AS A GUIDELINE FOR VOLTAGE DROPCOMPENSATION. INCREASE EQUIPMENT GROUND AND CONDUIT SIZE PER NEC AS NECESSARY 3. INFORMATION BASED ON 50% DIVERSITY AND 75°C TERMINATIONS. VOLTAGE DROP FOR BRANCH CIRCUITS BRANCH CIRCUIT WIRE SIZING CHART TO BE UTILIZED AS GUIDELINE FOR VOLTAGE DROP COMPENSATION. INCREASE EQUIPMENT GROUND AND CONDUIT SIZE PER NATIONAL ELECTRIC CODE. #10 WIRE - 125' LENGTH MAXIMUM #12 WIRE - 200' LENGTH MAXIMUM #10 WIRE - 285' LENGTH MAXIMUM 20A - 277V CIRCUITS:20A - 120V CIRCUITS: #12 WIRE - 75' LENGTH MAXIMUM #8 WIRE - 190' LENGTH MAXIMUM #8 WIRE - 440' LENGTH MAXIMUM AFF ABOVE FINISHED FLOORAHJ AUTHORITIES HAVING JURISDICTIONAPPROX APPROXIMATE BLDG BUILDING CKT CIRCUITCLG CEILINGCM STARBUCKS CONSTRUCTION MANAGERCONST CONSTRUCTIONCW COLD WATERCXA COMMISSIONING AGENT DEG DEGREESDL LIGHTS WITHIN DAYLIGHT ZONEDM STARBUCKS DESIGN MANAGERDN DOWNDTL DETAILDWG(S) DRAWING(S) EA EACHEC ELECTRICAL CONTRACTORECP EQUIPMENT CONTROL PACEG EXHAUST GRILLEELEC ELECTRICALEM EMERGENCYEMS ENERGY MANAGEMENT SYSTEMEXIST EXISTINGEXT EXTERIOR F&I FURNISH & INSTALLFOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTORFOIO FURNISHED BY OWNER, INSTALLED BY OWNERFLR FLOORFT FOOT/FEET GC GENERAL CONTRACTORGFCI GROUND FAULT CIRCUIT INTERRUPTERGND GROUND HR HOURHVAC HEATING, VENTILATION, AIR CONDITIONINGHW HOT WATER LCP LIGHTING CONTROL PANELLL LANDLORDLS LIGHT SENSOR PHOTOCELLLV LOW VOLTAGE MAX MAXIMUMMC MECHANICAL CONTRACTORMDP MAIN DISTRIBUTION PANELMECH MECHANICALMEP MECHANICAL, ELECTRICAL, AND PLUMBINGMFG MANUFACTURERMIN MINIMUM NL NIGHTLIGHTNTS NOT TO SCALE OCP OVERCURRENT PROTECTION PIR PASSIVE INFRARED SENSOR REF REFERENCEREQ(’D) REQUIRE(D)REV REVISION SF SQUARE FEETSHT SHEETSPECS SPECIFICATION(S)SST STAINLESS STEEL TEL TELEPHONETEMP TEMPORARYTYP TYPICAL UC UNDER COUNTERUNO UNLESS NOTED OTHERWISE WH WATER HEATERWP WEATHER PROOF 1 3 1 23 1 2 3 1 8 88 1 3 1 2 3 1 2 3 1 8 88 1 - - 1 - - - - - 8 - - - 6 10 10 10 1010 10 3/4'' 3/4'' 3/4'' 3/4'' 3/4'' 3/4'' 1 3 1 23 1 2 3 1 1 3 1 2 3 1 2 3 1 6 6 6 4 4 4 1 - - 1 - - - - - 6 - - - 4 10 10 10 8 1'' 1'' 1'' 1'' 1'' 1'' 8 81 3 1 23 1 2 3 1 3 3 3 1 - -- - - 4 8 1-1/4'' 8 8 1-1/4'' 1-1/4'' 1 3 1 23 1 2 3 1 2 1 - -- - - 4 8 1-1/4'' 88 1-1/4'' 1-1/4'' 2 2 1 3 1 23 1 2 3 1 1 1 - -- - - 4 8 1-1/2'' 8 8 1-1/2'' 1-1/2'' 1 1 Revision Schedule Rev Date By Description 1 01-23-24 ZA 1ST CITY COMMENTS 05/08/2024 1. FURNISH AND INSTALL A COMPLETELY WIRED AND OPERATIONAL ELECTRICAL SYSTEMAS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO,THESE MAJOR ITEMS. ELECTRICAL SPECIFICATIONS PART I - GENERAL A. CONDITIONS A. LIGHTING FIXTURES AS INDICATED AND SPECIFIED ON THE PLANS.B. ELECTRICAL PANELS, SERVICE, CONDUIT, WIRING, ETC., FOR ALL OUTLETS ANDEQUIPMENT.C. TELEPHONE OUTLETS AND CONDUIT AS INDICATED. B. RELATED WORK BY OTHERS 1.THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, TRENCH, ANDBACKFILL FOR ELECTRICAL SERVICE ENTRANCE FROM THE MAIN SERVICE TOUTILITY POINT OF ELECTRICAL SERVICE. ELECTRICAL CONTRACTOR SHALLCOORDINATE THE INSTALLATION OF THE ELECTRICAL SERVICE ENTRANCE WITHSERVING UTILITY COMPANY.2.THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, TRENCH, ANDBACKFILL FOR PRIMARY PHONE AND CATV SERVICE FROM THE TELEPHONETERMINAL BOARD OR CABINET TO THE PHONE COMPANY AND CATV COMPANYPOINT OF SERVICE. C. CODES, REGULATIONS, AND STANDARDS 1. THE INSTALLATION SHALL COMPLY WITH APPLICABLE LOCAL AND STATE CODES ANDORDINANCES,WITH THE REGULATIONS OF THE CURRENTLY ACCEPTED EDITION OF THENATIONAL ELECTRIC CODE AND WITH THE REQUIREMENTS OF THE POWER,TELEPHONE,AND CATV COMPANIES FURNISHING SERVICES TO THIS INSTALLATION.2.ELECTRICAL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER INACCORDANCE WITH THE NECA INSTALLATION STANDARDS TO THE SATISFACTION OF THEARCHITECT AND ENGINEER.3. ALL WORK MATERIALS,A ND EQUIPMENT SHALL CONFORM TO THE CURRENTLYACCEPTED EDITION OF ALL APPLICABLE NATIONAL, STATE, AND CITY CODES ANDORDINANCES. THE FOLLOWING INDUSTRY STANDARDS, SPECIFICATIONS, AND CODESARE MINIMUM REQUIREMENTS: A. THE NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION STANDARDS.B. THE NATIONAL ELECTRICAL CODE, INCLUDING LOCAL AMENDMENTS.C. UNDERWRITER LABORATORIES INCORPORATED STANDARDS.D. AMERICAN NATIONAL STANDARDS INSTITUTE. D. INSPECTION OF SITE 1. PRIOR TO SUBMITTING A BID FOR ELECTRICAL WORK, THE CONTRACTOR SHALL VISITTHE SITE OF THE PROPOSED CONSTRUCTION AND SHALL THOROUGHLY ACQUAINTHIMSELF WITH EXISTING UTILITIES, AND WORKING CONDITIONS TO BE ENCOUNTERED,ETC. ALLOWANCE WILL NOT BE MADE FOR NONCOMPLIANCE WITH THIS CONDITIONAFTER BIDDING.2. ELECTRICAL INSTALLATION SHALL MEET THE EXISTING CONDITIONS.3.CONTRACTOR SHALL VERIFY, WITH OWNER'S REPRESENTATIVE PRIOR TOSUBMITTING BID, ALLOWABLE WORKING HOURS, EMPLOYEE PARKING AREAS, MATERIALDELIVERY, STORAGE REQUIREMENTS, DEMOLITION AND REMOVAL OF CONSTRUCTIONDEBRIS, AS WELL AS DAILY CLEAN UP REQUIREMENTS. INCLUDE ALL COSTS IN BID FORDUST BARRIERS, DUMPSTERS, ETC. AS REQUIRED FOR THE DURATION OF THE PROJECT.PERFORM ALL WORK AS DIRECTED BY OWNER'S REPRESENTATIVE AND ARCHITECT. E. STORAGE AND HANDLING OF MATERIAL 1. DELIVER MATERIALS AND EQUIPMENT TO THE PROJECT IN THE MANUFACTURER'SORIGINAL, UNOPENED, LABELED CONTAINERS. PROTECT AGAINST MOISTURE,TAMPERING, OR DAMAGE FROM IMPROPER HANDLING OR STORAGE. CONTRACTORSHALL PROTECT AND BE RESPONSIBLE FOR ANY DAMAGE TO WORK OR MATERIALSUNTIL FINAL ACCEPTANCE BY THE OWNER, AND SHALL MAKE GOOD WITHOUT COST TOTHE OWNER, AND DAMAGE OR LOSS THAT MAY OCCUR DURING THIS PERIOD.2. ARRANGE FOR TIMELY DELIVERY OF MATERIALS AND EQUIPMENT TO THE JOB SITEIN ORDER TO MINIMIZE THE LENGTH OF TIME BETWEEN DELIVERY AND INSTALLATION.3. COVER AND PROTECT ANY MATERIAL WHICH MAY BE AFFECTED BY THE WEATHERWHILE IN TRANSIT OR STORED AT THE PROJECT SITE. ANY MATERIAL FOUND DEFECTIVEOR NOT INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS MAY BEREJECTED BY THE ENGINEER. F. CLEANUP 1. KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS, OR RUBBISHCAUSED BY EMPLOYEES OR WORK UNDER THIS DIVISION OF THE SPECIFICATIONS. ATTHE COMPLETION OF THE WORK REMOVE ALL SURPLUS MATERIALS, TOOLS, ETC., ANDLEAVE THE PREMISES BROOM-CLEAN. G. EXCAVATION 1. PERFORM ALL EXCAVATION AND BACK BACKFILING REQUIRED FOR WORK PERFORMEDUNDER THIS DIVISION OF THE SPECIFICATIONS. USE EXCAVATED MATERIALS FORBACKFILL UNLESS OFF SITE MATERIALS ARE DEEMED NECESSARY. H. DRAWINGS 1. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THEELECTRICAL WORK DATA PRESENTED ON THESE DRAWINGS ARE AS ACCURATE ASPLANNING CAN DETERMINE, BUT FIELD VERIFICATION OF ALL DIMENSIONS, LOCATIONS,LEVELS, ETC., TO SUIT FIELD CONDITIONS IS REQUIRED. REVIEW ALL ARCHITECTURAL,STRUCTURAL, AND MECHANICAL DRAWINGS AND ADJUST ALL WORK TO MEET THEREQUIREMENTS OF CONDITIONS SHOWN. THE ARCHITECTURAL DRAWINGS SHALL TAKEPRECEDENCE OVER ALL OTHER DRAWINGS. DISCREPANCIES BETWEEN DIFFERENTPLANS, OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR REGULATIONS AND CODESGOVERNING THE INSTALLATION SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER IN WRITING BEFORE THE DATE OF BID OPENING. IF DISCREPANCIES ARE NOTREPORTED, THE CONTRACTOR SHALL BID THE GREATER QUANTITY OR BETTER QUALITY,AND APPROPRIATE ADJUSTMENTS WILL BE MADE AFTER CONTRACT AWARD.CONTRACTOR SHALL BE RESPONSIBLE TO FIELD MEASURE AND CONFIRM MOUNTINGHEIGHTS AND LOCATION OF ELECTRICAL EQUIPMENT WITH RESPECT TO COUNTERS,RADIATION, ETC. DO NOT SCALE DISTANCES OFF THE ELECTRICAL DRAWINGS, USEACTUAL BUILDING DIMENSIONS.2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH ASTANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO ALLOW OTHERMETHODS AND MATERIALS NOT REFLECTED HEREIN. THE CONTRACTOR SHALL BERESPONSIBLE TO REQUEST THE ENGINEER WAIVE THE STANDARDS TO ALLOWALTERNATE MEANS AND METHODS PRIOR TO BEGINNING THE PROJECT. CONTRACTDOCUMENT REVISIONS TO ACCOMMODATE INSTALLED CONDITIONS, WITHOUT PRIORAPPROVAL, WILL RESULT IN ADDITIONAL DESIGN CHARGES TO THE CONTRACTOR.3. VERIFY EXACT LOCATION OF ALL DEVICES, JUNCTION BOXES, LIGHTING FIXTURES,ETC. WITH ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS PRIOR TO INSTALLATION.CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL MECHANICAL EQUIPMENT ANDOTHER EQUIPMENT REQUIRING ELECTRICAL CONNECTION PRIOR TO ROUGH-IN. EVERYOUTLET HEIGHT SHALL BE VERIFIED ON EACH WALL WITH THE INTERIOR PLANING ANDDESIGN DRAWINGS. COORDINATE WITH CABINET SHOP DRAWINGS TO ENSURE PROPERHEIGHT AND LOCATION WITH RESPECT TO MILLWORK, EQUIPMENT, ETC. 1. PERFORM THE EXCAVATION, CUTTING, FITTING, REPAIRING, AND FINISHING OFTHE WORK NECESSARY FOR THE INSTALLATION OF THE EQUIPMENT OF THISSECTION. HOWEVER, NO CUTTING OF THE WORK OF OTHER TRADES OR OF ANYSTRUCTURAL MEMBERS SHALL BE DONE WITHOUT THE CONSENT OF THEENGINEER.2. FINISH ALL SURROUNDING WORK TO THE SATISFACTION OF THE ARCHITECT. I. EXCAVATION, CUTTING, AND FITTING J. COOPERATION WITH OTHER CONTRACTORS 1. COOPERATE WITH THE OTHER TRADES SO THAT THE INSTALLATION OF THEELECTRICAL OUTLETS AND EQUIPMENT WILL BE PROPERLY COORDINATED.CONDUIT, LIGHTING FIXTURES, AND OTHER EQUIPMENT LOCATIONS SHALL BECHECKED WITH OTHER TRADES TO AVOID CONFLICT WITH THE PIPING,DUCTWORK, STEEL, BEAMS, OR OTHER OBSTRUCTIONS. CAREFULLY CHECK THELOCATIONS OF THE OUTLET BOXES AND DETERMINE THAT THEY HAVE NOT BEENDISTURBED DURING THE INSTALLATION OF MATERIALS OF OTHER TRADES.2.COORDINATE THE LOCATION OF THE TRENCHES AND CONDUITS FORELECTRICAL AND TELEPHONE UTILITY SERVICES WITH THE GENERALCONTRACTOR.3.COORDINATE HVAC EQUIPMENT CONNECTION REQUIREMENTS WITH HVACCONTRACTOR. A. MATERIALS 1. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE NEW AND OF QUALITY ASSPECIFIED ON THE PLANS OR SPECIFICATIONS AND MUST CARRY THE UNDERWRITER'S LABORATORIES OR OTHER RECOGNIZED TESTING FACILITY AS ALLOWED BY AUTHORITY HAVING JURISDICTION. APPROVAL COVERING THE PURPOSE FOR WHICH THEY ARE USED, IN ADDITION TO MEETING ALL REQUIREMENTS OF THE CURRENT APPLICABLE CODES AND REGULATIONS. B. CONDUIT 1. RACEWAY SYSTEMS ARE SHOWN DIAGRAMMATICALLY. ACTUAL LOCATION ANDROUTING OF ALL, SHALL BE DETERMINED BY CONTRACTOR TO SUIT FIELDCONDITIONS. ELECTRICAL INSTALLATION SHALL MEET THE EXISTING CONDITIONS.2.PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT. HOME RUNCONDUCTORS MAY BE COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLESHALL CONTAIN MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS. WHEREMULTIPLE CONDUCTORS IN EXCESS OF THREE (3) ARE INDICATED ON THESEDRAWINGS, THEY HAVE BEEN DERATED AS REQUIRED BY NEC ARTICLE 310REQUIREMENTS.3.CONTRACTOR SHALL PROVIDE ALL RACEWAY SYSTEMS INDICATED ON THEDRAWING PER NEC REQUIREMENTS AND GENERAL NOTES. ANY DEVIATION FROMTHE WIRING METHODS INDICATED SHALL BE ALLOWED ONLY BY SPECIFIC WRITTENAPPROVAL FROM EITHER THE ARCHITECT, ENGINEER OR OWNER. CONTRACTOR'SBID SHALL INCLUDE ALL COSTS FOR RACEWAY SYSTEMS AS SPECIFIED UNLESSSPECIFIC WRITTEN APPROVAL FOR AN ALTERNATIVE WIRING METHOD IS OBTAINEDFROM EITHER THE ARCHITECT, ENGINEER OR OWNER AND IS SUBMITTED AS PARTOF CONTRACTOR'S FORMAL BID PROPOSAL.4.WHERE ALLOWED, MC CABLE MAY BE INSTALLED PER NEC ARTICLE 330.WHERE MULTIPLE CABLES ARE ROUTED ADJACENT TO EACH OTHER (BUNDLED), AMINIMUM SEPARATION OF ONE (1) CABLE DIAMETER (LARGEST) SHALL BEREQUIRED.A. PLASTIC CABLE TIES SHALL NOT BE USED AS A MEANS OF SUPPORT FOR MCCABLE. USE ONLY APPROVED CABLE SUPPORTS PER CABLE MANUFACTURER'SINSTALLATION REQUIREMENTS.5. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC CONDUIT EXCEPT ASPERMITTED BELOW. RGS, WITH A 20 MIL PVC COATING WILL BE USED WHEN INCONTACT WITH EARTH. IMC MAY BE USED IN INDOOR LOCATIONS NOT IN CONTACTWITH THE EARTH. EMT MAY BE USED IN INDOOR LOCATIONS NOT IN CONTACT WITHEARTH, NOT IN CONCRETE SLABS OR WALLS AND NOT SUBJECT TO DAMAGE. PVCMAY BE USED IN OR BELOW CONCRETE AND DIRECT BURIED IN EARTH. LIQUID-TIGHT FLEXIBLE STEEL CONDUIT SHALL BE FOR OUTDOOR FINAL CONNECTIONS TOEQUIPMENT NOT TO EXCEED 36".6. WHERE CONDUIT ENTERS OUTLET BOXES, FIXTURES OR CABINETS, FIRMLYFASTEN WITH STEEL SET SCREW, COMPRESSION CONNECTORS, OR DOUBLELOCKNUTS FOR GRC. ALL CONNECTIONS SHALL HAVE BUSHINGS OR INSULATEDTHROAT CONNECTORS. FIRMLY FASTEN CONDUIT TO THE BUILDINGCONSTRUCTION. RUN EXPOSED CONDUIT PARALLEL TO THE BUILDING LINES,SUPPORTED BY APPROPRIATE HANGERS (UNISTRUT, T & B OR APPLETON, OREQUAL).7.COVER METALLIC CONDUIT IN CONTACT WITH EARTH WITH POLYETHYLENETAPED SPIRAL WRAPPED, 1/2 LAPPED TO PROVIDE 20 MIL. THICKNESS. TAPE SHALLBE SCOTCH NO. 50 TAPE. CONDUIT AND DUCTS NOT UNDER BUILDINGS ANDFEEDER DUCTS SHALL BE INSTALLED PER N.E.C. 300-5. MAKE JOINTS WITHCOMPOUND TO BE WATERTIGHT.8. FITTINGS AND CONDUIT BODIES SHALL BE STEEL. NO DIECAST FITTINGS.9.CONDUIT SIZES SHALL BE AS REQUIRED BY CODE AND AS INDICATED ORSPECIFIED.10.ALL EMPTY CONDUIT SYSTEMS SHALL HAVE A NYLON PULL STRING TOFACILITATE INSTALLATION OF FUTURE WIRE. WHERE MORE THAN ONE CONDUITTERMINATES IN A JUNCTION BOX, THE CONTRACTOR SHALL IDENTIFY EACHCONDUIT AND JUNCTION BOX IN A MANNER ALLOWING IDENTIFICATION AFTER ALLWALL FINISHES HAVE BEEN APPLIED.11.SCHEDULE 40 PVC CONDUIT SHALL BE PERMITTED UNDERGROUND WITHPROPER FITTINGS, ALL UL APPROVED AND CEMENTED JOINTS. PENETRATIONSTHROUGH FLOOR SLABS AND BENDS GREATER THAN 22°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Ø PANELS. SNAP INBREAKERS ARE NOT ALLOWED UNLESS APPROVED BY ENGINEER.MANUFACTURERS SHALL BE SQUARE D (OR AS APPROVED BY ENGINEER ANDSTARBUCKS MANAGER) WITH VOLTAGE, SIZES, AND RATINGS AS INDICATEDON DRAWINGS.2.ALL ELECTRICAL EQUIPMENT SHALL HAVE SUFFICIENT GUTTER SPACEAND LUGS TO ACCOMMODATE QUANTITY AND SIZE OF CONDUCTORSREQUIRED. CONTRACTORS SHALL PROVIDE EQUIPMENT WITH OVERSIZEDENCLOSURES WHERE REQUIRED.3.THE CIRCUIT BREAKERS SHALL BE OPERABLE IN ANY POSITION AND BEREMOVABLE FROM THE FRONT OF THE PANEL BOARD WITHOUT DISTURBINGTHE ADJACENT UNITS. BRANCH BREAKERS SHALL BE OF SUCH DESIGN THATCOMBINATION OF SINGLE-POLE, DOUBLE-POLE, AND THREE-POLE BREAKERSCAN BE ASSEMBLED ON THE SAME PANEL. EACH BRANCH CIRCUIT SHALL BECLEARLY NUMBERED. BRANCH AND MAIN TERMINALS SHALL BE OF THESOLDERLESS TYPE. HANDLE TIES TO FORM MULTI-POLE BREAKERS NOTACCEPTABLE.4.WIRE TERMINATION FOR PANEL BOARDS AND CIRCUIT BREAKERS SHALLBE LISTED AS SUITABLE FOR 75 DEGREES C.5.ROVIDE A TYPEWRITTEN CIRCUIT INDEX BEHIND CLEAR PLASTIC COVERON INSIDE OF DOOR. INFORMATION SHALL INCLUDE ROOM AND TYPE LOADSERVED. ALL CIRCUIT BREAKERS SHALL BE IDENTIFIED, INCLUDING SPARES.INDEX CARD FRAME SHALL BE METAL, SECURED TO DOOR. INDEX SHALLREFLECT AS-BUILT FINAL CONDITIONS.6.WHERE PANEL BOARDS ARE INSTALLED FLUSH WITH THE WALLS, EXTENDEMPTY CONDUITS FORM THE PANEL BOARD TO AN ACCESSIBLE SPACEABOVE OR BELOW. PROVIDE 3/4" (MINIMUM SIZE) CONDUIT FOR EVERY THREESINGLE SPARE CIRCUIT BREAKERS OR SPACE OR EQUIVALENT MULTI-POLEARRANGEMENT, OR FRACTION THEREOF, BUT NOT LESS THAN TWOCONDUITS FOR EACH PANEL.7. PANEL BOARDS TO BE PROVIDED WITH COPPER BUSSING ONLY.8. LOAD CENTERS SHALL NOT BE ALLOWED UNLESS NOTED OTHERWISE.9.ALL NEW PANELBOARDS SHALL COMPLY WITH NEC ARTICLE 110.16.EQUIPMENT MANUFACTURERS SHALL PROVIDE WARNING LABELS FOR ALLPANELBOARDS, GENERATORS, AUTOMATIC TRANSFER SWITCHES, ETC TOWARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS.THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TOQUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICE, ORMAINTENANCE OF THE EQUIPMENT.10.ALL NEW PANELBOARDS AND SWITCHBOARDS SHALL BE OF THE SAMEMANUFACTURER AND HAVE LOCKING DOORS AND BE KEYED THE SAMEU.N.O.11.ALL EQUIPMENT ELECTRICAL TERMINATIONS TO UNDERGO A TORQUETEST. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR MANUFACTURER'SRECOMMENDED TORQUE DOCUMENTATION AND TOOLS TO PERFORMTORQUE TEST. F. WIRE 1.CONDUCTOR SIZES SHOWN ON THE DRAWINGS ARE BASED ON COPPERWIRE. UNLESS OTHERWISE SPECIFIED, ALL WIRE SHALL BE TYPE XHHW FORFEEDERS OR BRANCH CIRCUITS LARGER THAN 4 AWG, TYPE THHN/THWNINSULATION FOR FEEDERS AND BRANCH CIRCUITS 4 AWG AND SMALLER. ALLBRANCH CIRCUIT WIRING SHALL BE COPPER. THE WIRES SHALL BE MARKEDWITH COLOR TO SIMPLIFY CIRCUIT IDENTIFICATION. UNLESS OTHERWISEREQUIRED BY LOCAL ORDINANCES GROUND WIRES SHALL BE GREEN,NEUTRAL WIRES SHALL BE 120V- WHITE, 277V- GRAY, AND LIVE WIRES208Y/120V AND 120/240 SHALL BE BLACK (PHASE A), RED (PHASE B), AND BLUE(PHASE C). FOR 480Y/277V CIRCUITS, THE COLOR CODE SHALL BE BROWN(PHASE A), ORANGE (PHASE B), AND YELLOW (PHASE C). THE WIRE SHALL BE12 AWG UNLESS OTHERWISE INDICATED. CIRCUIT SHALL BE LABELED IN EACHJ-BOX.2. USE OF ALUMINUM WIRE IS NOT PERMITTED.3.NO WIRE SHALL BE INSTALLED IN THE CONDUIT SYSTEM UNTIL THECONDUIT SYSTEM IS COMPLETE. USE MINERALAC NO. 100 OR EQUIVALENT ASA LUBRICANT TO FACILITATE THE INSTALLATION OF THE CONDUCTORS IN THECONDUIT SYSTEM.4.SPLICES IN EXTERIOR PULL BOXES AND MANHOLES SHALL BEWEATHERPROOF USING "SCOTCHCAST" SPLICE KIT OR APPROVED EQUAL.SEAL ENDS OF CONDUITS AND DUCTS WITH "DUCTSEAL" OR APPROVEDEQUAL.5. PROVIDE SOLID CONDUCTOR FOR 12 AWG AND SMALLER. 1.WALL SWITCHES SHALL BE SPECIFICATION GRADE AC SILENT TYPESWITCHES, 20A, 120/277 VOLT.2.RECEPTACLES SHALL BE SPECIFICATION GRADE, DUPLEX TYPE,NEMA 5-20R, 20 AMPERE, 120 VOLT GROUNDED TYPE. SPECIALAPPLICATION RECEPTACLES SHALL BE INDICATED ON PLANS. MOUNTWITH THE GROUND DOWN.3.DEVICE PLATES SHALL BE EQUAL TO SIERRA SMOOTH-LINE PLASTICWALL PLATES. COLOR SHALL BE WHITE, UNLESS OTHERWISE NOTED.4.RECEPTACLES IN OUTDOOR AND WET LOCATIONS SHALL BEINSTALLED WITH A HINGED OUTLET COVER/ENCLOSURE CLEARLYMARKED AND U.L. LISTED SUITABLE FOR WET LOCATIONS WHILE IN USE,EQUAL TO TAYMAC SPECIFICATION GRADE. G. WIRING DEVICES H. LIGHTING FIXTURES 1.REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN(S) FOREXACT LOCATION OF ALL CEILING MOUNTED LIGHTING FIXTURES.ARCHITECTURAL DRAWINGS SHALL GOVERN IN CASE OF CONFLICT WITHTHESE DRAWINGS.2.PROVIDE ALL LIGHTING FIXTURES, WIRED AND CONNECTED. THEDRAWINGS INDICATE THE FIXTURES FOR EACH LOCATION. PROVIDE LAMPSFOR ALL FIXTURES. VERIFY CEILING CONSTRUCTION BEFORE ORDERINGRECESSED UNITS. PROVIDE PLASTER FRAMES AND HANGERS ASREQUIRED. CEILING CONSTRUCTION, ARCHITECTURAL ACCESSORIES,VOLTAGE, AND BALLASTS TO MEET THE EXISTING CONDITION. I. SERVICE ENTRANCE SECTION 1.THE SERVICE ENTRANCE EQUIPMENT SHALL BE AS INDICATED ON THEDRAWINGS. EQUIPMENT SHALL CARRY THE U.L. LABEL AND SHALL CONFORMTO THE POWER COMPANY REGULATIONS.2. SERVICE ENTRANCE EQUIPMENT SHALL BE PROVIDED WITH A FULLY RATEDCOPPER OR ALUMINUM BUS. HORIZONTALLY TAPERED BUSSING SHALL NOT BEALLOWED.3.ALL UNDERGROUND SERVICE CONDUITS SHALL BE SEALED PER NECARTICLE 230-8.4.FLOOR MOUNTED ELECTRICAL EQUIPMENT SHALL BE MOUNTED ON A 4"HIGH CONCRETE PAD. J. SYSTEM GROUNDING 1.GROUNDING SHALL COMPLY WITH REQUIREMENTS OF ARTICLE 250. ALLEXPOSED NONCURRENT CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT,METALLIC RACEWAY SYSTEMS, METALLIC CABLE ARMOR, GROUNDING CONDUCTOROF NONMETALLIC SHEATHED CABLES, GROUNDING CONDUCTOR IN NONMETALLICRACEWAYS, AND GROUNDED CONDUCTORS OF THE WIRING SYSTEM SHALL BEGROUNDED.2.GROUNDING CONDUCTOR (NEUTRAL) OF THE WIRING SYSTEM SHALL BECONNECTED TO THE SYSTEM GROUNDING CONDUCTOR AT A SINGLE PLACE INEACH SYSTEM BY REMOVABLE BONDING JUMPERS, SIZED ACCORDING TO THEAPPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE. THE GROUNDEDCONDUCTOR (NEUTRAL) TO THE GROUNDING CONDUCTOR CONNECTION SHALL BELOCATED IN THE ENCLOSURE FOR THE SYSTEM'S OVERCURRENT PROTECTION ORWHERE OTHERWISE INDICATED ON THE PLANS OR SPECIFICATIONS.3. A GROUND BUS SEPARATE FROM THE NEUTRAL BUS SHALL BE PROVIDED INALL SWITCHBOARDS AND PANELBOARDS. GROUND BUS SHALL BE RETORQUED(CHECKED) PRIOR TO ENERGIZING EQUIPMENT PER MANUFACTURER'SRECOMMENDATIONS.4.GROUND BUSES AND NEUTRAL BUSES IN ALL DISTRIBUTION PANELS,SWITCHBOARDS, PANELBOARDS, AND THOSE PROVIDED IN ANY EQUIPMENT SHALLBE ISOLATED EXCEPT WHERE REQUIRED TO BE CONNECTED AS SPECIFIED ABOVEFOR THE SERVICE ENTRANCE AND IN TRANSFORMER TERMINAL COMPARTMENTS.5.WHEN INDICATED ON THE DRAWINGS, EQUIPMENT GROUNDING CONDUCTORSSHALL BE EXTENDED FROM THE GROUND BUS IN THE DISTRIBUTION EQUIPMENT TOTHE RECEPTACLE, FIXTURE OR DEVICE LUGS WHERE THEY ARE PROVIDED.WHERE LUGS ARE NOT PROVIDED, EQUIPMENT GROUNDING CONDUCTORS SHALLBE CONNECTED TO EQUIPMENT ENCLOSURES. THE CONNECTIONS SHALL BEARRANGED SUCH THAT REMOVAL OF THE RECEPTACLE, EQUIPMENT GROUNDCONDUCTORS, OR GROUND JUMPERS FROM GROUND BUSING SHALL NOT AFFECTTHE GROUND SYSTEM.6.RACEWAYS MAY NOT BE USED AS A GROUNDING CONDUCTOR FOR POWERAND LIGHTING CIRCUITS. ALL CONDUIT SHALL HAVE SEPARATE CODE SIZED GREENGROUND WIRE INSTALLED IN THE CONDUIT TO INSURE A CONTINUOS GROUNDINGPATH.7.IN INACCESSIBLE LOCATIONS, MAKE CONNECTIONS BY EXOTHERMIC WELDPROCESS.8.IN ACCESSIBLE LOCATIONS, CONNECTIONS SHALL BE MADE WITH BOLTEDTHROUGH, APPROVED SOLDERLESS BRONZE GROUNDING DEVICES.9.BOND TOGETHER METAL SIDING NOT ATTACHED TO GROUNDED STRUCTUREBOND TO GROUND. K. TELEPHONE SYSTEM 1. TELEPHONE SYSTEM IS ORDERED AND COORDINATED BY CONTRACTOR AS DIRECTEDBY STARBUCKS.2. TELEPHONE WALL OUTLETS SHALL BE PROVIDED AT DATA RACK, SAFE AND/OR ASREQUESTED BY STARBUCKS MANAGER. CONNECT OUTLETS TO TELEPHONE TERMINALWITH SEPARATE 3/4" CONDUIT UNLESS OTHERWISE SHOWN ON DRAWINGS. PROVIDE ATERMINAL MOUNTING BOARD FOR THE INCOMING SERVICE CABLE. L. LIGHTING CONTROL 1. FURNISH AND INSTALL TIME SWITCHES, PHOTOCELLS, CONTACTORS AND FULLLIGHTING CONTROL SYSTEMS AS REQUIRED FOR LIGHTING CONTROLS INDICATED ON THEDRAWINGS AND ACCORDING TO APPROVED LOCAL ENERGY CODES.2. TIME SWITCHES SHALL BE EQUAL TO PARAGON, GENERAL ELECTRIC, TORK, ORINTERMATIC AND SHALL HAVE SIZE AND NUMBER OF POLES AS REQUIRED.3. PHOTOCELLS SHALL BE EQUAL TO TORK OR INTERMATIC WITH VOLTAGE ASINDICATED. M. GUARANTEE 1. ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTSSHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE ALL NECESSARYCORRECTIONS AT NO ADDITIONAL COST TO OWNER.2. GUARANTEE ALL MATERIAL FURNISHED AND ALL WORKMANSHIP PERFORMED FOR APERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF WORK. ANY DEFECTSDEVELOPING WITHIN THIS PERIOD, TRACEABLE TO MATERIAL FURNISHED AS A PART OFTHIS SECTION OR WORKMANSHIP PERFORMED HEREUNDER, SHALL BE MADE GOOD ATNO EXPENSE TO THE OWNER. C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-0002 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL SPECIFICATIONS Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-0003 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL SCHEDULES Revision Schedule Rev Date By Description SPECIALTY EQUIPMENT SCHEDULE - "E" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS X1220 1 TOILET PARTITION VD GC MANUF: WILSONART, MODEL: LAMINATE -GRAY - 1595, SEE I401, I402 FOR MOREDETAILS. X1221 1 TOILET PARTITION VD GC MANUF: WILSONART, MODEL: LAMINATE -GRAY - 1595, SEE I401, I402 FOR MOREDETAILS. 22642 2 WATER BOILER UNDERCOUNTER MIX UC3AND BRACKET THIS ITEM IS NOT TO BE TAGGED AND WILLNOT APPEAR AS A SEPARATE LINE ITEM INSCHEDULING. IT IS PART OF THE MARCOINSTANT HOT TWO BUTTON FONT KIT(DESIGN ID 22642). X1334 3 MOTORIZED SHADES VD GC MANUF: RollAShade COOLING 10110 1 FRIDGE REACH IN 1 DOOR RH - 29IN735MM SB GC MANUF: TRUE FOOD SERVICE , MODEL:TG1R-1S-HC 10267 8 FRIDGE UNDERCOUNTER 1 DOOR - 27IN685MM SB GC MANUF: DELFIELD, MODEL:406P-STAR2 -115V Undercounter refrigerator single sectionon casters406P-STAR2 11083 1 FRIDGE REACH IN 2 DOOR - 51X35IN1295X890MM SB GC MANUF: TRUE FOOD SERVICE , MODEL:TG2R-2S-HC 12618 2 FRIDGE UNDERCOUNTER 1 DOOR WITHSHELF - 27IN 685MM SB GC MANUF:DELFIELD , MODEL:406P-STAR4 13682 2 FREEZER REACH IN 2 DOOR - 54IN1370MM SB GC MANUF: TRUE FOOD SERVICE ,MODEL:T-49F-HC STAR 20010 1 FRIDGE NITRO 2 TAP JT NITCOM LH VD GC MNAUF: JOETAP , MODEL: JT-NITCOM–(X) -LH.KITINCLUDES UNDERCOUNTER FRIDGE, FONT,TRAY, AND TUBING EQUIPMENT 10312 2 BREWER SOFT HEAT WARMING STANDSINGLE SB GC 2MANUF:BUNN , MODEL:1SH Stand -27825.0017 10746 1 BREWER DUAL SOFT HEAT SB GC MNAUF:BUNN , MODEL:Dual SH DBC 10808 1 GRINDER DITTING KR1203 SB GC MNAUF: DITTING , MODEL: KR1203 10856 4 BREWER SERVER SOFT HEAT SB GC MANUF:BUNN , MODEL:SH-S Server -27850.0048 12508 2 BLENDER QUIET MODEL ON COUNTER SB GC MNAUF: VITAMIX 15186 1 DISHWASHER LXER ADVANSYS SB GC MANUF:HOBART , MODEL:LXeR advansysHIGH TEMPERATURE 19742 2 ESPRESSO MACHINE MASTRENA II SB GC MANUF:THERMOPLAN 20032 3 OVEN EIKON E2S - BLACK VD GC MANUF:WELBILT , MODEL:eikon® e2s SBUS 21679 1 NITROGEN GENERATOR ELEMENTCOMPACT SB GC MANUF:ELEMENT-GAST , MODEL:1993010 FOOD CASE 16238 1 FOOD CASE - ZEPHYR - 66IN 1675MM SB GC MANUF: OASIS - STRUCTURAL CONCEPTS , ICE 10344 2 ICE - BIN DROP IN 90LB 40KG VD GC MANUF:ELKAY , MODEL:CUSTOM 18029 1 ICE - BIN B110 SB GC MANUF: ICE-O-MATIC , MODEL:B11OPS 19278 2 ICE - BIN DROP IN 45LB 20KGHORIZONTAL SB GC MANUF:ELKAY , MODEL:CUSTOM 19729 1 ICE - MACHINE CIM2046HR SERIESREMOTE COOLED VD GC MANUF: ICE-O-MATIC , MODEL: CIM2046 OTHER 10091 1 CUP DISPENSER TALL HOT VERTICAL SB GC MANUF:DISPENCE-RITE ,MODEL:ECL-NS-A34P 10099 2 RESTROOM TOILET PAPER HOLDER SB GC MANUF:ASI , MODEL: 0030 10172 2 RESTROOM SEAT COVER DISPENSER SB GC MANUF: ASI, MODEL: 0477 10179 2 HAND DRYER SURFACE MOUNTED SB GC MANUF: DYSON AIRBLADE V 10384 2 DIAPER CHANGING STATIONHORIZONTAL 10396 1 CUP DISPENSER SHORT HOT VERTICAL SB GC MANUF:DISPENCE-RITE,MODEL:ECL-NS-299P 10501 1 FIRE EXTINGUISHER GC GC LOCALLY SOURCED 10769 2 RESTROOM GRAB BAR VERTICAL - 18IN455MM VD GC MANUF: ASI, MODEL: 3400 10791 2 CUP DISPENSER GRANDE VENTI COLDVERTICAL SB GC MANUF: DISPENCE-RITE ,MODEL:ECL-NS-845P 10855 2 CUP DISPENSER GRANDE VENTI HOTVERTICAL SB GC MANUF: DISPENCE-RITE ,MODEL:ECL-NS-31P 10858 1 CUP DISPENSER TALL COLD VERTICAL SB GC MANUF: DISPENCE-RITE ,MODEL:ECL-NS-422P 10859 2 RESTROOM GRAB BAR - 48IN 1220MM SB GC MANUF: ASI, MODEL: 3400 10862 2 RESTROOM GRAB BAR - 36IN 915MM SB GC MANUF: ASI, MODEL: 3400 10947 3 SOAP DISPENSER WALL MOUNTED SB GC MANUF: GAMCO , MODEL: G-58AP 10977 1 PAPER TOWEL DISPENSER FULL SIZE SB GC MANUF: GEORGIA-PACIFIC ,MODEL:56650/01 13330 1 MOBILE CUP DISPENSER CADDY SB GC MANUF: SPG , MODEL:STBKCCAD8BLK 13584 1 CUP DISPENSER TRENTA COLD VERTICALSB GC MANUF: DISPENCE-RITE ,MODEL:ECL-NS-69P 20011 1 NITRO 2 TAP FONT JT NITCOM VD GC DO NOT ORDER - INCLUDED IN KIT 20403 6 KEG - 3GAL SB GC MANUF: MANITOWOC, MODEL: 3 US 21551 16 POWER EXTENSION DUAL RECEPTACLEAND USB - BLACK VD GC MANUF: LEGRAND 21552 6 POWER EXTENSION RECEPTACLE WITHDUAL USB ROUND - BLACK VD GC MANUF: LEGRAND 21988 2 HAND DRYER BACK PANEL SB GC The Dyson Airblade Vhand dryer back panel , DIMENSIONS: H:311⁄2" (800 mm) x W: 153⁄4" (400 mm) x D:1⁄32" (0.5 mm) 22627 1 NITRO 2 TAP HANDLE WITH BADGE ANDMOUNT KIT SB GC JOE TAP, FOR USE AT BACKBAR NITROFONT TK0082 1 POWER RECEPTACLE WITH USB ANDWIRELESS CHARGING SB GC MANUF: HUBBELL STORAGE 10222 2 WIRE SHELF GRID AT SINK SB GC MANUF: ISS , MODEL: STBKWT2Y 10416 12 WORKROOM SHELVING - 36IN 915MM SB GC MANUF: SPG , MODEL: WST966 10462 12 WORKROOM SHELVING POSTS SB GC MANUF: ISS , MODEL: STBKP86Z4 10698 1 MOP RACK WITH 3 HOLDERS SB GC MNAUF: GAMCO , MODEL:MS-1A 17255 1 PASTRY TRAY CART - 60IN 1525MMPASTRY TRAY CART - 60IN 1525MM SB GC MANUF: SPG MODEL: 4H7120 17264 1 ROLLING PASTRY TRAY THAW RACK -20X26IN 510X660MM SB GC MANUF: WIN-HOLT 21934 1 PASTRY TRAY RACK UNDERCOUNTER -30IN 760MM SB GC MANUF: WINHOLT ,MODEL:AL-1308H-DW-TG 22212 1 WORKROOM SHELVING CART KIT SB GC MANUF: SPG , MODEL: WST1878C TK0048 3 5 COMP LOCKER - 15IN 380MM VD GC MANUF: TENNSCO EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS SIGNAGE - DISK 13164 3 SIGN - DISK SF ILLUMINATED FLUSHMOUNTED EVOLVED - 60IN 1525MM VD GC MANUF: LUMIFICIENT SIGNAGE - DRIVE THRU 22544 1 SIGN - DT CLEARANCE BAR SQUAREFRAME FREESTANDING - BLACK ANDDARK GREEN VD GC MANUF: DSA PHOTOTECH 23070 1 SIGN - MONUMENT ILLUM DS VD GC 23075 1 SIGN - DIRECTIONAL EXIT ONLY ILLUMDS - NEW FOUNDATION - 36IN 915MM VD GC 23085 2 SIGN - DT DIRECTIONAL ARROWILLUM DS - NEW FOUNDATION - 36IN915MM VD GC SIGNAGE - OTHER 21297 3 SIGN - 5 MINUTE PARKING VD GC MANUF: TAG, POST, IF REQUIRED,PROVIDED BY OTHERS LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS X9875 11 SINGLE HEAD SITE LIGHTING VD GC MANUF: COOPER MODEL:STREETWORK X9876 2 DOUBLE HEAD SITE LIGHTING VD GC MANUF: COOPER MODEL:STREETWORK EXIT 19045 7 LED EXIT SIGN WITH EMERGENCYLIGHT - WHITE AND GREEN VD GC INTEGRATEDLED MANUF: LITHONIA LIGHTING MODEL :ECGLED-784231874592-GREEN-120/277-3 OTHER 22260 6 LED BOLLARD BEGA 99056 - BRONZE INTEGRATEDLED 22297 8 LED WELL LIGHT FLANGED TRIM - 5IN125MM - BLACK VD GC INTEGRATEDLED MANUF: BK LIGHTING 22302 2 LED POLE LIGHT HOMANN PARK -SILVER - 3200LM TYPE 3 OPTIC VD GC INTEGRATEDLED MANUF: LOUIS POULSEN PENDANT 20831 3 PENDANT - TALA KNUCKLE - OAK ASPACKAGED: 1XLEDFROSTED 6WE26BASE RECESSED CAN 21772 19 CAN - LED ADJUSTABLE RECESSED -3IN 75MM - WHITE - 800LM FLOOD VD GC INTEGRATEDLED MANUF: LEDRA X21770 11 CAN - LED ADJUSTABLE RECESSED -3IN 75MM - BLACK - 1155LM SPOT -DIM=0-10V VD GC INTEGRATEDLED MANUF: ALPHABET , MODEL: NU3"ROUND ADJUSTABLE X21772 50 CAN - LED ADJUSTABLE RECESSED -3IN 75MM - BLACK - 1155LM FLOOD -DIM: DIM10 VD GC INTEGRATEDLED SCONCE 20673 2 SCONCE - BRENDAN RAVENHILL ADALARGE - BLACK AND BRASS VD GC INTEGRATEDLED MANUF: BRENDAN RAVENHILL 20752 2 SCONCE - MATTEO SQUIRCLE DOUBLE- BLACK VD GC ASPACKAGED: 2XLED A196W E26BASE MANUF: MATTEO SQUIRCLE DOUBLE 21221 10 SCONCE - KICHLER WALDEN 2 -TEXTURED BRONZE VD GC INTEGRATEDLED MANUF: KICHLER WALDEN STRIP X0610 5 Direct View (Indoor) - Dv Series - LinearLed Lighting VD GC INTEGRATEDLED Manuf: Kelvix ,Model: DV27K-24V - 2700K- 658lm/ft , Max run length: Unlimited,power every 15ft. , Cut intervals: 1" (25mm), Dimensions: 0.5" (12mm)x0.063" (1.2mm) X0611 2 Performance 300 (indoor) - PH Series -Linear Led Lighting VD GC INTEGRATEDLED Manuf: Kelvix ,Model: PH24K-24V - 2400K- 262lm/ft , Max run length: Unlimited,power every 30ft. , Cut intervals: 1.313"(33.3mm) , Dimensions: 0.375"(10mm)x0.063" (1.5mm) X0612 1 Lightbox - Led Lighting Kit -249LM PER FT VD GC INTEGRATEDLED Manuf: Kelvix ,Model: LBX530 - 3000K-294lm/ft , Max run length: Unlimited, powerevery 20ft. , Cut intervals: 3-15/16"(100mm) , Dimensions: 3/8" (10mm)x1/16"(1.5mm) TRACK 12948 6 TRACK - WITH CONNECTORS - 16FT488CM - BLACK- 1 CIRCUIT VD GC 15058 2 TRACK - WITH CONNECTORS - 6FT183CM - BLACK- 1 CIRCUIT VD GC 21779 27 TRACK - LED FIXTURE WITH SNOOT -3IN 75MM - BLACK - 1100LM FLOOD VD GC INTEGRATEDLED TROFFER 21783 14 TROFFER - LED RECESSED - 24X48IN600X1200MM - WHITE - 4000LM VD GC INTEGRATEDLED MNAUF: ILP , MODEL: PAN24 36WLED U120-277V DRIVER 35 MECHANICAL EQUIPMENT SCHEDULE - "M" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS FAN 10632 1 FAN - RESTROOM EXHAUST VD GC SEE MECHANICAL DRAWINGS X2013 2 AIR CURTAIN - 72''GC GC MANUF: MARS, MODEL: STD2 SERIES X10721 1 FLY FAN AIR CURTAIN FOR WALK UP / DRIVE THRUSERVICE WINDOWS MANUF: READY ACCESS, MODEL:IN-CEILING RECESSED AIR CURTAIN OTHER 17797 1 ENERGY MANAGEMENT SYSTEM - HVAC ONLY VD GC SEE MECHANICAL SHEETS X001 4 PACKAGED ROOFTOP UNIT DATA DEVICE SCHEDULE - "A" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS AUDIO VISUAL 10005 1 MUSIC SYSTEM VD GC MANUF: PLAY NETWORK, MODEL:MC500 MEDIA PLAYER 10012 1 DT COMMUNICATION SYSTEM VD GC MANUF: HME 12336 1 DT TIMER SYSTEM VD GC MANUF: ZOOM, MODEL: PL1700 17''LCD MONITOR 19339 1 AMPLIFIER - 40W SB GC MANUF: JBL, MODEL: CSA140Z 22202 1 ORDER STATUS BOARD VD GC MANUF: RACK SOLUTIONS 22725 1 DT DIGITAL PRODUCTION MONITOR VD GC PART OF RETAIL IT EQUIPMENTPACKAGE 22726 1 DT POS MONITOR ARM TRIPLE SURFACE MOUNTED VD GC PART OF RETAIL IT EQUIPMENTPACKAGE DATA 10002 1 COMPUTER MANAGER WORKSTATION VD GC MANUF: HP, MODEL: HP RP9 G1Retail System - 9015 10007 1 PRINTER MANAGER WORKSTATION VD GC MANUF: HP, MODEL: LASER JET PROM402DNE 18744 1 EQUIPMENT RACK WITH LOCK - 24IN 610MM VD GC MANUF: SCHNEIDER ELECTRIC,MODEL: APC 20294 5 IOT MODULE SB GC MANUF: AVENT GRAPHICS - INTERIOR MENU 22970 3 MENU BOARD - DIGITAL DISPLAY - 44X25.25IN1121X644MM - BLACK VD GC MANUF: SAMSUNG, MODEL QMB 23021 1 MENU BOARD - ORDER STATUS BOARD MOUNTINGBRACKET - BLACKMENU BOARD - ORDER STATUS BOARD MOUNTINGBRACKET - BLACKMENU BOARD - ORDER STATUS BOARD MOUNTINGBRACKET - BLACK VD GC MANUF: FABCON , MODEL: QM50R WallMount MENU BOARD 22972 1 MENU - DMB SCREEN MOUNTING BRACKET VD GC MANUF: CHEIF, MODEL: LWM3X1U POINT OF SALE 10008 2 POS - REGISTER WITH COMPACT CASH DRAWER VD GC MANUF: HP RP9 G1 Retail System, Model:9015 10014 3 POS PRINTER VD GC MANUF: EPSON , MODEL: TM-T88V 10022 1 MONEY COUNTER SB GC MANUF: CASHMASTER 10029 6 POS BANK VD GC MANUF: AMSEC, MODEL: 9025089 10075 5 CUP LABELER VD GC MANUF: EPSON, MODEL: SRP-S300 14677 1 POS - DT TENDERING REGISTER SB GC PART OF RETAIL IT EQUIPMENTPACKAGE 14678 1 POS - DT EXPEDITOR VD GC PART OF RETAIL IT EQUIPMENTPACKAGE SECURITY 10024 1 SAFE LH - 20X18X26IN 510X455X660MM VD GC MANUF: AMSEC 05/08/2024 J J J J J J J J J J J J J x2 C-19 C-24 C-11,13 C-20 C-23 C-22 C-21 C-26 C-7,9 FUTURE EV CHARGER FUTURE EV CHARGER FUTURE EV CHARGER FUTURE EV CHARGER 1'' PVC C.,1-#8,1-#8,1-#8 CU.24" BFG(MIN)1'' PVC C.,2-#4,1-#4,1-#4 CU.24" BFG(MIN) 1'' PVC C.,1-#8,1-#8,1-#8 CU.24" BFG(MIN) 1'' PVC C.,1-#8,1-#8,1-#8 CU.24" BFG(MIN) 1'' PVC C.,1-#6,1-#6,1-#6 CU.24" BFG(MIN) 1'' PVC C.,1-#8,1-#8,1-#8 CU.24" BFG(MIN) 1'' PVC C.,1-#8,1-#8,1-#8 CU.24" BFG(MIN) C-15,17 C-8,10 C-12,14 C-16,18 STARBUCKS T C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-0004 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL SITE PLANELECTRICAL SITE PLAN Scale: 1/16''= 1'-0'01 ELECTRICAL SITE KEYED NOTES PROVIDE J-BOX WITH 20A/1P MOTOR RATED SWITCH FOR CONNECTION TO DRIVE THRU DIRECTIONAL SIGN. PROVIDE J-BOX WITH 20A/1P MOTOR RATED SWITCH FOR CONNECTION TO DRIVE THRU PRE-MENU . PROVIDE J-BOX WITH 20A/1P MOTOR RATED SWITCH FOR CONNECTION TO DRIVE THRU ORDER POINT. PROVIDE J-BOX WITH 20A/1P MOTOR RATED SWITCH FOR CONNECTION TO MONUMENT SIGN. PROVIDE J-BOX WITH 40A/2P MOTOR RATED SWITCH FOR CONNECTION TO EVC. N 0 8' 16'32' Scale: 1/16" = 1'-0" Revision Schedule Rev Date By Description 4 3 2 1 5 5 5 5555 1 1 1 4 3 3 2 05/08/2024 x2 C-3 L 22297 (8) C-1 L X9876 L X9876 L X9875 L X9875 L X9875 L X9875 L X9875 L X9875 L X9875 L X9875 L X9875 L X9875 L X9875LX9875LX9875 L 22302 L 22260 (2) (4) C-5 C-4 1'' PVC C.,1-#12,1-#12, 1-#1224" BFG(MIN) 1'' PVC C.,1-#12,1-#12, 1-#1224" BFG(MIN) 1'' PVC C.,1-#12,1-#12, 1-#1224" BFG(MIN) 1'' PVC C.,1-#12,1-#12, 1-#1224" BFG(MIN) 1'' PVC C.,1-#12,1-#12, 1-#1224" BFG(MIN) 1'' PVC C.,1-#12,1-#12, 1-#1224" BFG(MIN) 1'' PVC C.,1-#12,1-#12, 1-#1224" BFG(MIN) STARBUCKS T C-2 1'' PVC C.,1-#12,1-#12, 1-#1224" BFG(MIN) 1'' PVC C.,1-#12,1-#12, 1-#1224" BFG(MIN) C-6 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-0005 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA EXTERIOR LIGHTING PLANScale: 1/16''= 1'-0'01EXTERIOR LIGHTING PLAN N 0 8' 16'32' Scale: 1/16" = 1'-0" Revision Schedule Rev Date By Description SITE LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT WATTAGE VOLT DESCRIPTION BULB LEGEND 22260 4 12 W 120 V LED BOLLARD BEGA 99056 - BRONZE INTEGRATED LED 22297 8 20 W 120 V LED WELL LIGHT FLANGED TRIM - 5IN 125MM -BLACK INTEGRATED LED 22302 2 37 W 120 V LED POLE LIGHT HOMANN PARK - SILVER -3200LM TYPE 3 OPTIC INTEGRATED LED X9875 11 44 W 120 V SINGLE HEAD SITE LIGHTING INTEGRATED LED X9876 2 88 W 120 V DOUBLE HEAD SITE LIGHTING INTEGRATED LED 05/08/2024 J J J J J J J J J J J J J J A-2 A-10 A-1 17j 17j 17j/EM 17j 17j 17j/EM 3b 3b3b 3b/EM 3b/EM 3b3b/EM 10g 10/EM 10g 5/EM 11/EM 10/EM 3/EM ABC 2c 2c/EM 2c 2c 2c 2c 2c/EM 2c 2c 2c/EM 2c 2c 2c 2c/EM 2c 2c 2c 2c/EM 2c 2c 2c 2c 2c 2c/EM 2c 2c 2c 2c/EM 2c 2c2c/EM2c2c2c2c2c/EM2c2c 1a/EM 1a/EM 1a/EM 1a 1a 1a 1a1a/EM 1a 11f 10g 10g 10g/EM 10g/EM 10g/EM10g 10g 15i15i 15i/EM 15i15i15i 15i 15i/EM 1a 1a 11f/EM 11f 11f/EM 11f 5d 10g 13h 13h 13h 13h 13h 13h 13h 13h13h 15i 15i 10g 10g 5d/EM 5d 500W EMERGENCYINVERTER A-16 J-BOX WITH SWITCH FOR SIGN J-BOX WITH SWITCH FOR SIGN J-BOX WITH SWITCH FOR SIGN A-14 A-13 13h 2c2c 2c 1/EM 15/EM A-5 13h13h13h13h A-8 A-7 A-6 A-15 A-1 A-12 3b A-3 A-17 A-4 11f A-11 A-9 4i 4i 4i 6a 6a 6a 8a 7a 7a LX21772 L 21783 L 21772 L 20752 L 21772 L 21772 L 21772 L 20752 L 21772 LX21772 L 21779 LX21770 RR2VESTIBULERR1 PARTNERS REST AREA MANAGER'S DESK (N) GYP. BD CEILING@ 12' - 0" A.F.F.(N) WASHABLE WHITE ACT 2'X4'CEILING TILE @ 10'-0" A.F.F. (8) (6) (4) (3) (2) (4) (10) (38) (11) (8) (27) (N) GYP. BD CEILING@ 10'-0" A.F.F.(N) GYP. BD CEILING@ 10'-0" A.F.F.(N) GYP. BD CEILING@ 10'-0" A.F.F. L 21221 L 20673(2) L 19045 L 19045 (N) ARMSTRONG CIRRUS SECONDLOOK SIZE 24"X48" @10' - 0" A.F.F. L 19045 BACKBAR LENGTH = 110' - 0" (11) LENGTH = 22' - 0" L X0610 ELECTRICAL ROOM L 19045 L 19045 L 19045 L 15058L12948 (2)(6) (N) WASHABLE WHITE ACT 2'X4'CEILING TILE @ 10'-0" A.F.F. WORKROOM L X0610 L X0612 LENGTH = 54' 0" LENGTH = 46' - 3" L 21783 (4) L 21783 (2) L 19045 L X0611 (10) (N) ARMSTRONG CIRRUS SECONDLOOK SIZE 24"X48" @10' - 0" A.F.F. L 20831 L X0611 RETAIL AREA L 21221 (3) LENGTH = 54' 0" L X0610 LENGTH = 22' - 0" L X0611 LENGTH = 4' - 0" BACKBAR (N) GYP. BD CEILING@ 9' - 6" A.F.F. 9e9e9e9e9e9e9e9e9e9e9e9e9e 9e 9e 9e 9e 9e 9e 9e 9e 9e 9e 9e 9e 9e 9e C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-1000 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA LIGHTING PLAN Scale: 3/16''= 1'-0'01 N 0 2' 4'8' Scale: 1/4" = 1'-0" LIGHTING PLAN Revision Schedule Rev Date By Description 1 01-23-24 ZA 1ST CITY COMMENTS 2 03-28-24 ZA 2ND CITY COMMENTS 3 04-29-24 ZA 3RD CITY COMMENTS LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT WATTAGE VOLT DESCRIPTION BULB LEGEND 19045 7 4 W 120 V LED EXIT SIGN WITH EMERGENCY LIGHT -WHITE AND GREEN INTEGRATED LED 20673 2 18 W 120 V SCONCE - BRENDAN ADA LARGE - BLACK ANDBRASS INTEGRATED LED 20752 2 12 W 120 V SCONCE - MATTEO SQUIRCLE DOUBLE -BLACK AS PACKAGED: 2XLED A19 6W E26 BASE 20831 3 12 W 120 V PENDANT - TALA KNUCKLE - OAK AS PACKAGED: 1XLED FROSTED 6W E26BASE 21221 10 16 W 120 V SCONCE - KICHLER 2 - TEXTURED BRONZE INTEGRATED LED 21772 19 12 W 120 V CAN - LED ADJUSTABLE RECESSED - 3IN75MM - WHITE - 800LM FLOOD INTEGRATED LED 21779 27 15 W 120 V TRACK - LED WITH - 3IN 75MM - BLACK -1100LM FLOOD INTEGRATED LED 21783 14 39 W 120 V TROFFER - LED RECESSED - 24X48IN600X1200MM - WHITE - 4000LM INTEGRATED LED X0610 5 4 W 120 V Direct View (Indoor) - Dv Series - Linear LedLighting INTEGRATED LED LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT WATTAGE VOLT DESCRIPTION BULB LEGEND X0611 2 4 W 120 V Performance 300 (indoor) - PH Series - Linear LedLighting INTEGRATED LED X0612 1 4 W 120 V Lightbox - Led Lighting Kit -249LM PER FT INTEGRATED LED X21770 11 12 W 120 V CAN - LED ADJUSTABLE RECESSED - 3IN75MM - WHITE - 1155LM SPOT - DIM=0-10V INTEGRATED LED X21772 50 12 W 120 V CAN - LED ADJUSTABLE RECESSED - 3IN75MM - WHITE - 1155LM FLOOD - DIM: DIM10 INTEGRATED LED A. ALL FIXTURES IN WORK ROOM, BACK AND FRONT LINE,ABOVE CONDIMENT CART, AND ANY OTHER AREASWHERE EXPOSED FOOD, CLEAN EQUIPMENT ORUTENSILS, OR UNWRAPPED SINGLE SERVICE ITEMS WILLBE EXPOSED, SHALL HAVE SHATTERPROOF LAMPS IFTHE FIXTURE IS NOT LENSED. ARCHITECT OF RECORDTO INCLUDE APPROPRIATE LAMPS / FIXTURES ONDRAWINGS AND SCHEDULES, AND COMPLY WITH ANYADDITIONAL JURISDICTIONAL LIGHTING REQUIREMENT. B. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FORFIXTURES/SUPPORTS. C. CENTER EMERGENCY/EXIT LIGHTS ABOVE DOORS,UNLESS OTHERWISE NOTED. D. ADJUST FOCUS OF ALL TRACK AND RECESSEDDIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALLARTWORK, MENU BOARDS, AND MERCHANDISE BAYS.COORDINATE AIMING WITH OWNER. E. IF PENDANT CYLINDERS SUSPENDED LENGTHEXCEEDS 48" (1220MM) FROM CEILING, REPLACE WITHSURFACE MOUNTED CYLINDER CANS AND SUSPENDWITH GENERAL CONTRACTOR SUPPLIED CONDUIT ANDJ-BOX TO INDICATED HEIGHT. GENERAL NOTES A. B. C. D. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED, LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ANYTIME A BUILDING OR A PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL. (1006) THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY, IN THE EVENT OF POWER SUPPLY FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR THE FOLLOWING AREAS. (1006.3): 1)AISLES AND UNENCLOSED EGRESS STAIRWAYS INROOMS AND SPACES THAT REQUIRE TWO OR MOREMEANS OF EGRESS. 2)CORRIDORS, INTERIOR EXIT STAIRWAYS & RAMPSAND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TOHAVE TWO OR MORE EXITS. 3)EXTERIOR EGRESS COMPONENTS AT OTHER THANTHE LEVEL OF EXIT DISCHARGE UNTIL EXITDISCHARGE IS ACCOMPLISHED FOR BUILDINGSREQUIRED TO HAVE TWO OR MORE EXITS. 4)INTERIOR EXIT DISCHARGE ELEMENTS, ASPERMITTED IN SECTION 1027.1 IN BUILDINGS REQUIREDTO HAVE TWO OR MORE EXITS. 5)EXTERIOR LANDINGS, AS REQUIRED BY SECTION1008.1.6 EXIT DISCHARGE DOORWAYS IN BUILDINGREQUIRED TO HAVE TWO OR MORE EXITS. THE EMERGENCY POWER SYSTEM SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM WHICH IS TO PROVIDE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1 1/2 HOUR IN CASE OF PRIMARY POWER LOSS. CONTINUED ILLUMINATION IS TO BE PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR AND THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. E.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGEDTO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST ANAVERAGE OF 1 FOOT CANDLE (11 LUX) AND A MINIMUMAT ANY POINT OF 0.1 FOOT CANDLE (1 LUX) MEASUREDALONG THE PATH OF EGRESS AT FLOOR LEVEL. AMAXIMUM TO MINIMUM ILLUMINATION UNIFORMITYRATION OF 40:1 SHALL NOT BE EXCEEDED. (1008.1.9.3) F. DENOTES 90 MINUTE EMERGENCY LED LIGHTING LOADBATTERY INVERTER. EVANLITE PURE WAVE 120V,500W#(OR APPROVED EQUAL). VERIFY EXACT LOCATIONBFORE BID. EGRESS LIGHTING NOTES NORMAL LIGHTING EMERGENCY LIGHTING LIGHTING KEYED NOTES GENERAL CONTRACTOR SALL PROVIDE A SUB-BRANCH CIRCUIT CURRENT LIMITER (THE SILVERBULLET- T24M 1077UL 2BP 4A1 SM) FOR CURRENT LIMITING THE TRACK LIGHTING CIRCUITS. 1 1 3 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-1100 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA LUTRON SYSTEM LAYOUT Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-1200 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA LUTRON WIRE LEGEND Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-1300 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA LUTRON SINGLE LINE DIAGRAM Revision Schedule Rev Date By Description 2 03-28-24 ZA 2ND CITY COMMENTS 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-1400 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA LUTRON SINGLE LINE DIAGRAM Revision Schedule Rev Date By Description 05/08/2024 J J JJ x2x2x2 x2 x2 x2x2 x3 J J J J x2 B-35 A-27 A-19A-21 A-20 A-18 A-30 B-43 A-22 B-27 C B A A-33,35 A-26 A-28A-24 B-47 B-45 A-23 B-38 A-29 B-42 B-36 B-30 B-46 A-31 B-32,34 A-50,52,54 A-37 3-#4, 1-#4,1-#8 J-BOX WITH DISCONNECTFOR AIR CURTAIN J-BOX WITH DISCONNECT FORMOTORIZED SHADES J-BOX FORBANQUETTE J-BOX WITH DISCONNECTFOR AIR CURTAIN J-BOX FORBANQUETTE J-BOX WITH DISCONNECTFOR AIR CURTAIN 2-#8, 1-#8,1-#10 2-#6, 1-#6,1-#10 E 11083 E 13682E10110 E 13682 OUTDOOR SEATING AREA VESTIBULE RR1 RR2 E 19729 ELECTRICAL ROOM E X1334 M X2013 M X2013 E 15186 A 18744 BACKBAR WORKROOM PARTNERS REST AREA MANAGER'S DESK RETAIL AREA E 10267 E 10179 E 10179 A 10022 A 10007 A 10002 MX10721 A 22970 (3) C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-2000 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL DESIGN PLANELECTRICAL DESIGN PLAN Scale: 3/16''= 1'-0'01 Revision Schedule Rev Date By Description 1 01-23-24 ZA 1ST CITY COMMENTS N 0 2' 4'8' Scale: 1/4" = 1'-0" A. B. C. D. E. F. G. 1. 2. 3. 4. 5. 6. 7. 8. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24''. ALL PENETRATIONS THROUGH FIRE-RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. ALL RECEPTACLES SITUATED BEHIND EQUIPMENT ON WHEELS MUST BE PHYSICALLY BREAKAGE RESISTANT ALL UNDERGROUND CONDUITS SHALL BE PVC SCHED.40, MINIMUM 3/4''C. RUN CODE SIZE INSULATED EQUIPMENT GROUND CONDUCTOR. HIGHT OF THE RECEPTACLES AT COUNTER SHELVES, ETC., SHALL BE VERIFIED WITH THE OWNER PRIOR TO ROUGH-IN. PROVIDE G.F.C.I. TYPE RECEPTACLES WITHIN 6FT OF ANY SINK. EACH AND EVERY 125VAC, 15 AND 20 AMP,1HP., RECEPTACLES IN THE KITCHEN, FOOD PREPARATION, BAR AREAS, AND RESTROOMS SHALL BE GFCI TYPE PROTECTION .210.8(B). ANY RECEPTACLES INSTALLED WITHIN 6FT OF A SINK MUST BE G.F.C.I. FOR ELECTRICAL RECEPTACLES OUTLETS ON BRANCH CIRCUITS OF 30A OR LESS AND COMMUNICATION SYSTEM RECEPTACLES TO BE LOCATED: NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLES OUTLET BOX OR RECEPTACLES HOUSING. NO LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLES HOUSING, TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. CIRCUIT NUMBERS ARE BASED ON CURRENT PANEL SCHEDULES. WHERE THE CIRCUIT IS TO BE REPLACED OR RELOCATED, THE CONTRACTOR IS TO VERIFY THE CORRECT NUMBERING AND UPDATE THE PANEL SCHEDULE. ELECTRIC OUTLETS, SWITCHES, THERMOSTATS, FIRE ALARMS, AND SIMILAR DEVICES SHALL BE LOCATED A MINIMUM OF 15'' ABOVE THE FINISHED FLOOR, MEASURED TO THE TOP OF THE BOS. ALL PANEL CIRCUIT NUMBERS ARE FOR REFERENCE ONLY AND ARE BASED ON EXISTING PANEL SCHEDULES FOUND AT THE SITE. THE CONTRACTOR IS TO PROVIDE AN UPDATED PANEL SCHEDULE TO THE OWNER UPON COMPLETION. ELECTRIC WATER HEATERS MUST BE PROVIDED WITH A DISCONNECT, THE CIRCUIT BREAKER MAY SERVE AS THIS DISCONNECT WHEN IT IS WITHIN SIGHT OF THE WATER HEATER OR WHEN PROVIDED WITH A LOCK-ON/ LOCK-OFF FEATURE. EC TO VERIFY NEMA CONFIGURATION WITH THE INSTALLED EQUIPMENT SUPPLIER BEFORE PLACING ORDER AND/OR ROUGH-IN. DISCONNECT AND RECONNECT THE EXISTING CIRCUIT TO RELOCATE AS REQUIRED. INTERCEPT AND EXTEND THE FEEDER AS REQUIRED. VERIFY THE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. VERIFY THE EXACT CIRCUIT NUMBER IN THE FIELD. COORDINATE WITH THE ARCHITECT THE BEST METHOD OF ROUTING. ROUTE THROUGH CABINETRY/CASE IF REQUIRED BY THE ARCHITECT. SAW CUT SLAB IF REQUIRED. POWER PLAN GENERAL NOTES A.CONDUITS SHALL. (a)CONTAIN NO CONTINUOUS SECTION LONGERTHAN 30M(98FT), AND, (b) CONTAIN MORE THAN (2) DEGREE BENDS OR(1) REVERSE BEND WITHOUT INSTALLING A PULLBOX. CONDUITS INPLACE OF PULL BOXES ARE UNACCEPTABLE. B.CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT20 LB. C.CONDUIT BEND RADIUS SHALL BE(a) A MINIMUM OF 6 TIMES OF THEINTERNAL CONDUIT DIAMETER FOR CONDUITS 2'' IN DIAMETER OR LESS,AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITSMORE THAN 2'' IN DIAMETER. D.TERMINATE CONDUITS THAT PROTRUDE THROUGH STRUCTURALFLOORS 3'' ABOVE THE FLOOR SURFACE. E. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. F.FLEX CONDUIT IS GENERALLY UNACCEPTABLE FOR USE AS ACOMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND ASAPPROVED IN WRITING BY THE ENGINEER. G.ALL SUB-SLAB CONDUITS SHALL BE INSTALLED IN A MATTER THATPREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THECONTRACTOR'S RESPONSIBILITY TO ENSURE RAIN WATER ORCONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/ORREMOVED FROM THE CONDUITS BEFORE THE PLACEMENT OFCOMMUNICATION CABLES. H.ALL PULL BOXES SHALL BE SIZED AND INSTALLED PERANSI/TIA/EIA-569A. PULL BOXES FOR UNDERFLOOR CONDUIT RUNS ARENOT PERMITTED UNLESS OTHERWISE ACCESSIBLE CEILING WITHIN THEACCESSIBLE CEILING SPACE. I.CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THEWALL ENTERED. J.IF FIRE ALARM DEVICES ARE INDICATED ON PLANS, THEN THEELECTRICAL CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS ANDOBTAIN APPROVAL BEFORE INSTALLATION. POWER PLAN GENERAL NOTES 05/08/2024 x2 x4x2 x2x2 x2 x2 x2x2 x2 x4 x2 x2 B-10,12 B-18,20 B-14,16 B-13 B-37 B-7 B-23 B-2,4 B-40 B-21 B-19 B-17 B-9,11 A-32 B-25 B-28 B-6,8 B-26 B-29 B-49 B-15 B-1B-3 B-31 B-33 B-41 B-22,24 B-5B-50B-48 2-#6, 1-#6,1-#10 2-#6, 1-#6,1-#10 2-#12, 1-#12,1-#12 2-#4, 1-#4,1-#4 2-#6, 1-#6,1-#62-#6, 1-#6,1-#62-#6, 1-#6,1-#6 A B C D E G I J K N R (2)(3) E 20010 A 10075 E 21679 E 12508 E 10267 E 10856 E 10746 E 10856 E 10808(2) E 19742 A 10008A10029 A 10024 A 10075 (3) E 12618 A 10075 A 23021 A 22202 A 22725 A 22726 A 14678 A 14677 A 10014 A 10029A12336 A 10012 (2) A 10014(2) (2) E 10312 (2) E 20032 E 10267(4) BACKBAR (4) E 22642 (2)(2) (2) (2) E 16238 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-2100 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ENLARGED ELECTRICAL PLACEMENT PLANScale: 3/8''= 1'-0'01 N 0 2' 4' 6' Scale: 3/8" = 1'-0" A. B. C. D. E. F. G. 1. 2. 3. 4. 5. 6. 7. 8. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24''. ALL PENETRATIONS THROUGH FIRE-RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. ALL RECEPTACLES SITUATED BEHIND EQUIPMENT ON WHEELS MUST BE PHYSICALLY BREAKAGE RESISTANT ALL UNDERGROUND CONDUITS SHALL BE PVC SCHED.40, MINIMUM 3/4''C. RUN CODE SIZE INSULATED EQUIPMENT GROUND CONDUCTOR. HIGHT OF THE RECEPTACLES AT COUNTER SHELVES, ETC., SHALL BE VERIFIED WITH THE OWNER PRIOR TO ROUGH-IN. PROVIDE G.F.C.I. TYPE RECEPTACLES WITHIN 6FT OF ANY SINK. EACH AND EVERY 125VAC, 15 AND 20 AMP,1HP., RECEPTACLES IN THE KITCHEN, FOOD PREPARATION, BAR AREAS, AND RESTROOMS SHALL BE GFCI TYPE PROTECTION .210.8(B). ANY RECEPTACLES INSTALLED WITHIN 6FT OF A SINK MUST BE G.F.C.I. FOR ELECTRICAL RECEPTACLES OUTLETS ON BRANCH CIRCUITS OF 30A OR LESS AND COMMUNICATION SYSTEM RECEPTACLES TO BE LOCATED: NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLES OUTLET BOX OR RECEPTACLES HOUSING. NO LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLES HOUSING, TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM.CIRCUIT NUMBERS ARE BASED ON CURRENT PANEL SCHEDULES. WHERE THE CIRCUIT IS TO BE REPLACED OR RELOCATED, THE CONTRACTOR IS TO VERIFY THE CORRECT NUMBERING AND UPDATE THE PANEL SCHEDULE. ELECTRIC OUTLETS, SWITCHES, THERMOSTATS, FIRE ALARMS, AND SIMILAR DEVICES SHALL BE LOCATED A MINIMUM OF 15'' ABOVE THE FINISHED FLOOR, MEASURED TO THE TOP OF THE BOS. ALL PANEL CIRCUIT NUMBERS ARE FOR REFERENCE ONLY AND ARE BASED ON EXISTING PANEL SCHEDULES FOUND AT THE SITE. THE CONTRACTOR IS TO PROVIDE AN UPDATED PANEL SCHEDULE TO THE OWNER UPON COMPLETION. ELECTRIC WATER HEATERS MUST BE PROVIDED WITH A DISCONNECT, THE CIRCUIT BREAKER MAY SERVE AS THIS DISCONNECT WHEN IT IS WITHIN SIGHT OF THE WATER HEATER OR WHEN PROVIDED WITH A LOCK-ON/ LOCK-OFF FEATURE. EC TO VERIFY NEMA CONFIGURATION WITH THE INSTALLED EQUIPMENT SUPPLIER BEFORE PLACING ORDER AND/OR ROUGH-IN. DISCONNECT AND RECONNECT THE EXISTING CIRCUIT TO RELOCATE AS REQUIRED. INTERCEPT AND EXTEND THE FEEDER AS REQUIRED. VERIFY THE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. VERIFY THE EXACT CIRCUIT NUMBER IN THE FIELD. COORDINATE WITH THE ARCHITECT THE BEST METHOD OF ROUTING. ROUTE THROUGH CABINETRY/CASE IF REQUIRED BY THE ARCHITECT. SAW CUT SLAB IF REQUIRED. POWER PLAN GENERAL NOTES A.CONDUITS SHALL. (a)CONTAIN NO CONTINUOUS SECTION LONGERTHAN 30M(98FT), AND, (b) CONTAIN MORE THAN (2) DEGREE BENDS OR(1) REVERSE BEND WITHOUT INSTALLING A PULLBOX. CONDUITS INPLACE OF PULL BOXES ARE UNACCEPTABLE. B.CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT20 LB. C.CONDUIT BEND RADIUS SHALL BE(a) A MINIMUM OF 6 TIMES OF THEINTERNAL CONDUIT DIAMETER FOR CONDUITS 2'' IN DIAMETER OR LESS,AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITSMORE THAN 2'' IN DIAMETER. D.TERMINATE CONDUITS THAT PROTRUDE THROUGH STRUCTURALFLOORS 3'' ABOVE THE FLOOR SURFACE. E. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. F.FLEX CONDUIT IS GENERALLY UNACCEPTABLE FOR USE AS ACOMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND ASAPPROVED IN WRITING BY THE ENGINEER. G. ALL SUB-SLAB CONDUITS SHALL BE INSTALLED IN A MATTER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS BEFORE THE PLACEMENT OF COMMUNICATION CABLES. H. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI/TIA/EIA-569A. PULL BOXES FOR UNDERFLOOR CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE ACCESSIBLE CEILING WITHIN THE ACCESSIBLE CEILING SPACE. I.CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THEWALL ENTERED. J.IF FIRE ALARM DEVICES ARE INDICATED ON PLANS, THEN THEELECTRICAL CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS ANDOBTAIN APPROVAL BEFORE INSTALLATION. POWER PLAN GENERAL NOTES ENLARGED ELECTRICAL PLACEMENT PLAN Revision Schedule Rev Date By Description 1 01-23-24 ZA 1ST CITY COMMENTS 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-3000 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL DETAILS Revision Schedule Rev Date By Description 1' - 9"2' - 7 1/2"1' - 3" 8' - 9" 3' - 5 1/2" (T Y P . ) 1/ 2 " DEDICATEDRECEPTACLE FOR BREWERDATA PORT FOR FUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. QUAD RECEPTACLE FOR COFFEE WARMERS2-2-DATA PORT FFUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. QUAD RECEPTACLE FOR GRINDER AND FUTURE USEDATA PORT FOR FUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. CRAFT BAR CASEWORK DETAIL 2 CRAFT BAR CASEWORK DETAIL 12' - 8" UNDERCOUNTER NITRO REFRIGERATOR UNDERCOUNTER REFRIGERATORS RECEPTACLE FOR UNDERCOUNTER REFRIGERATORRECEPTACLE FOR BLENDER(S)*RECEPTACLE FORLABEL PRINTER2-DATA PORT FORLABEL PRINTER2-2-DATA PORT FFUTURE USE **BLENDEQUANTITY BASEDON EQUIPMENTSCHEDULE POWER AND DATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. RECEPTACLE FOR UNDERCOUNTER NITROGEN GENERATORRECEPTACLE FOR UNDERCOUNTER REFRIGERATORRECEPTACLE FOR BLENDER(S)*RECEPTACLE FOR FUTURE USE2-2-DATA PORT FFUTURE USE POWER RECEPTACLE FOR RINSE SINK AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. POWER AND DATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. UNDERCOUNTER NITROGEN GENERATOR 4' - 8"2' - 2"3' - 3"2' - 7" 2 2 2UNDERCOUNTER REFRIGERATORS 2' - 2" IoT IoT 1' - 7" 11' - 7" 3' - 6 3/4"3' - 7 1/4"2' - 0 3/4" 1" ( T Y P . ) DEDICATED RECEPTACLE FOR ESPRESSO MACHINEQUAD RECEPTACLE FOR INSTANT HOT WATER BOILER AND UNDERCOUNTER REFRIGERATOR POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. IoT MODULE FOR ESPRESSO MACHINE, FOIO (TYP. 1 OF 2) (2)2)) RECEPTACLES FOR LABEL PRINTERS AND/OR CONNECT DE2-DATA PORT FOR LABEL PRINTERS AND/OR CONNECT DEVICES2-DATA PORT FOR FUTURE USE POWER AND DATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. 21” X 3” (533MM X 76MM) STUB-UP PENETRATION AREA. SUPPLY POWER AND DATA CONDUIT FOR ESPRESSO MACHINES, INSTANT HOT WATER BOILERS AND ADJACENT NITRO WORKSTATION AS APPLICABLE. SEE BUILDING FLOOR PENETRATION FOR FINAL LOCATION. POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. CRAFT BAR CASEWORK DETAIL DEDICATED RECEPTACLE FOR ESPRESSO MACHINEQUAD RECEPTACLE FOR INSTANT HOT WATER BOILER AND UNDERCOUNTER REFRIGERATOR UNDERCOUNTER WATER BOILER FOR INSTANT HOT WATER FONT (TYP. 1 OF 2) 2 2 5' - 0" UNDERCOUNTERREFRIGERATOR RECEPTACLE FOR DPMRECEPTACLE FOR UNDERCOUNTER REFRIGERATOR2-2-DATA PORT FDPM TABLET POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. CRAFT BAR CASEWORK DETAIL 2 6" 18" X 3" (457MM X 76MM) STUB-UP PENETRATION AREA. SUPPLY POWER, DATA AND PHONE CONDUITS FOR POS AND POWER CONDUIT FOR PASTRY CASE. SEE BUILDING FLOOR PENETRATION PLAN FOR FINAL LOCATION. UNDERCOUNTER SAFE EDGE OF COUNTERTOP BOX BASE (BELOW) EDGE OF CABINETSHELVING (BELOW) 6' - 10" DEDICATED RECEPTACLE FOR POS2-2-DATA PORT FOR PAND FUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F.2 CRAFT BAR CASEWORK DETAIL 2 2 DEDICATED RECEPTACLE FOR UPS (POS AND PED)2-2-DATA PORT FOR POPED AND/OR CONNECTDEVICES POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. QUAD RECEPTICLE FOR FUTURE USE2-2-DATA PORT FFUTURE USE POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. 4' - 4"1' - 3" 10' - 4" UNDERCOUNTER REFRIGERATOR RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR(2)2)) DEDIRECEPTACLE FORWARMING2-2-DATA PORT FFUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F.4" 4"4"4" UNDERCOUNTER REFRIGERATOR CRAFT BAR CASEWORK DETAIL 22 RECEPTACLE FOR UNDERCOUNTER REFRIGERATORQUAD RECEPTACLEFOR LABEL PRINTER, FUTURE USE AND/OR CONNECT DEVICES2-2-DATA PORT FCUP LABELER POWER AND DATA RECEPTACLESAT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. DEDICATED RECEPTACLE FOR WARMING2-2-DATA PORT FFUTURE USE 2' - 6"2' - 6"1' - 11 1/2" 2POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. UNDERCOUNTER NITROGEN GENERATOR UNDERCOUNTER REFRIGERATOR RECEPTACLE FOR UNDERCOUNTER NITRO REFRIGERATORRECEPTACLE FOR NITROGEN GENERATOR RECEPTACLE FOR DPM TABLET2-2-DATA PORT FDPM TABLET ANDFUTURE USE POWER ANDDATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. POWER AND DATA TO BE PROVIDED FROM STUB-UP LOCATION BELOW ADJACENT ESPRESSO BAR 8" 3' - 9" CRAFT BAR CASEWORK DETAIL 2(200MM)8"(240MM)9 1/2" DUPLEX RECEPTACLE AND DATA PORT AT 47" (1190MM) A.F.F. DUPLEX RECEPTACLE FOR INSTANT HOT WATER TAP AT 26" (660MM) A.F.F. SHELVING ABOVE Scale: 3/4" = 1'-0" BRW 03-02 ELECTRICAL 01 Scale: 3/4" = 1'-0" CBE 13-02 ELECTRICAL 02Scale: 3/4" = 1'-0" ESP 10-01 ELECTRICAL 10 Scale: 3/4" = 1'-0" MOP 07-04 ELECTRICAL 04 Scale: 3/4" = 1'-0" POS 01-01 ELECTRICAL 09 Scale: 3/4" = 1'-0" DTW 07-02 ELECTRICAL 03 Scale: 3/4" = 1'-0" NIT 09-03 ELECTRICAL 08 Scale: 3/4" = 1'-0" WATER FILLING STATION - ELECTRICAL 2 NOT USED 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-3100 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL DETAILS Revision Schedule Rev Date By Description BACK WALL RECEPTACLE FOR ICE MACHINE AT 72" (1830MM) A.F.F. . 6" (152MM) MIN. CLEAR TO BACK WALL MOP SINK GFCI 120V DUPLEX RECEPTACLE FOR BOOSTER PUMP ABOVE INSTALLED AT FACE OF WALL AT 9'-0" (2745MM) A.F.F.(IF REQUIRED). WATER FILTRATION SYSTEM (ABOVE) (915MM) 3' - 0" (75MM)3" GFCI 120V QUAD RECEPTACLE FOR WATER FILTRATION SYSTEM AT 76" (1930MM) A.F.F. GFCI 120V DUPLEX RECEPTACLE FOR WATER FILTRATION SYSTEM AT 54" (1370MM) A.F.F. (305MM) 1' - 0" BACK WALL RECEPTACLE FOR SANITIZER AT 18" (460MM) A.F.F. BACK WALL RECEPTACLE FOR REFRIGERATOR AND/OR FREEZER AT 84" (2135MM) AFF 7' - 8" 1' - 3"1' - 11 1/2"1' - 0" ELEVATION VIEW PLAN VIEW 1' - 9 1/2" 4' - 1 0 " CRAFT BAR CASEWORK DETAIL 42 2 DEDICATED QUAD RECEPTACLE FOR DT DIGITAL PRODUCTION MONITOR, UPS UNIT (FOR TENDERING REGISTER EXPEDITOR, POS AND PED) AND FUTURE USEDEDICATED QUAD RECEPTACLE FOR FUTURE USE2-DATA J-BOX4-DATA J-BOX POWER AND DATA RECEPTACLES DEDICATED QUAD RECEPTACLE FOR DRIVE THRU TIMER MONITOR AND CONTROL UNIT.(2) DEDICATED DUPLEX RECEPTACLE FORWIRELESS BASE AND SIGNAL PROCESSORWITH CIRCUIT ISOLATED GROUND2-DATA J-BOXSINGLE DATA J-BOX POWER AND DATA RECEPTACLES QUAD RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AND FUTURE USE POWER RECEPTACLE POWER RECEPTACLEDUPLEX CONVENIENCE UNDERCOUNTER REFRIGERATOR EDGE OF COUNTERTOP DRIVE THRU TENDERING REGISTER TRIPLE MONITOR MOUNT (GC INSTALLED)SEE PLAN VIEW FOR MOUNTING LOCATION CASH DRAWERS POWER RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F.DEDICATED QUAD RECEPTACLE FOR DT DIGITAL PRODUCTION MONITOR, UPS UNIT (FOR TENDERING REGISTER, EXPEDITOR POS AND PED) AND FUTURE USEDEDICATED QUAD RECEPTACLE FOR FUTURE USE2-DATA PORT FOR TENDERING REGISTERAND EXPEDITOR POS4-DATA PORT FOR DT VIDEO, PED AND/ORCONNECT DEVICES DRIVE THRU VIDEO CONDUIT FROM DT ORDER POINT TO DT VIDEO DATA BOX AT 28" (711MM) A.F.F. POS BANK (TYP) NOTE: EQUIPMENT SHOWN AS DASHED LINES IS TO BE FURNISHED AND INSTALLED BY OWNER UNLESS NOTED OTHERWISE FUTURE HHOP CABLING TO HEADSET BASE STATION FROM J-BOX AT CLG/WALL FOR EXTERNAL EXTENDED COVERAGE ANTENNA (FOIO) DRIVE THRU WIRELESS HEADSET BASE STATION DRIVE THRU TIMER MONITOR DRIVE THRU DIGITAL PRODUCTION MONITOR RECEIPT PRINTER DUPLEX CONVENIENCE OUTLET AT 45" (1143MM) TO TOP OF RECEPTACLE A.F.F. DRIVE THRU EXPEDITOR POS POWER RECEPTACLE AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F.QUAD RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AND FUTURE USE SINGLE DOOR REFRIGERATOR DT AUDIO CONDUIT FROM DRIVE THRU ORDER POINT AND DETECTOR LOOP CONDUIT FROM DT WINDOW TO DT TIMER CONTROL DATA JUNCTION BOXES AT 8'-2" (2490MM) 36" W X 51" H (915MM W X 1295MM H) MIN. FIRE RATED PLYWOOD BACKER BOARD. FASTEN TO STRUCTURE. WALL FINISH TO CONCEAL. DRIVE THRU TIMER SIGNAL PROCESSOR (TSP) DRIVE THRU TIMER CONTROL UNIT POWER AND DATA RECEPTACLES AT 8'-2" (2490MM) TO TOP OF RECEPTACLES A.F.F.DEDICATED QUAD RECEPTACLE FOR DRIVE THRU TIMER MONITOR AND CONTROL UNIT(2) DEDICATED DUPLEX RECEPTACLE FORWIRELESS BASE AND SIGNAL PROCESSORWITH CIRCUIT ISOLATED GROUND2-DATA PORT FOR DT TIMER AND CONTROLUNITSINGLE DATA PORT FOR DT AUDIO(MIC & SPEAKER) * 2' - 5 1/2" * 5 " DIMENSIONS INDICATE CENTER MOUNTING POINT FOR MONITOR BASE* PLAN VIEW 380MM 1' - 3" 4' - 0 " ( 1 2 2 0 M M ) A . F . F . 110MM4 1/4" 25MM1" 670MM 2' - 2 1/4" 2 1 SECURE KEY BOX HOME PHONE CONNECT (HPC) PRINTER CASH SCALE IPOD TOUCH CHARGING CRADLE ROLLING CART NOTE:EQUIPMENT SHOWN AS DASHED LINES IS TO BE FURNISHED AND INSTALLED BY OWNER UNLESS NOTED OTHERWISE. ROLLING CART SLEEVE FOR LOW VOLTAGE CABLE BUNDLE MOUNTED TO (2) UNISTRUTS B POWER & DATA RECEPTACLES (IN WALL, AT MUSIC SYSTEM SHELF)(1) DUPLEX RECEPTACLE FOR:MUSIC SYSTEM AMPLIFIER ANDFUTURE USE(1) 2-DATA PORT FOR:CURIO POWER, TELEPHONE & DATA RECEPTACLES (IN WALL, BELOW DESK)(1) QUAD RECEPTACLE FOR:PC, PRINTER, PHONE AND HPC(1) QUAD RECEPTACLE FOR:LAPTOP, CASH SCALE AND FUTURE USE(1) QUAD RECEPTACLE(1) PHONE MAIN(1) 2-DATA PORT FOR:PC AND PRINTER A LOW VOLTAGE CABLE BUNDLE MUSIC SYSTEM1 PLAY NETWORKSPEAKERS CEILING TRIM RING 2" (50MM) Ø SLEEVE FOR LOW VOLTAGE CABLE BUNDLE MOUNTED TO (2) UNISTRUTS 60" W X 70" H (1525MM W X 1780MM H) MIN. 3/4" FIRE RATED PLYWOOD BACKER BOARD. FASTEN TO STRUCTURE TO HOLD MIN. 350 PSF. PAINTABLE SURFACE ON ROOM SIDE & FINISH AS SCHEDULED. MUSIC SYSTEM PLAYER AND AMPLIFIER (FURNISHED BY OWNER, INSTALLED WITH SPEAKER SYSTEM BY GC) ON 14" DEEP (355MM) SHELF ONLY (MIN.) (NOT IN EQUIP. RACK). OFFICE PC LAPTOP DESK CORDLESS 1 LINE PHONE POWER, TELEPHONE & DATA RECEPTACLES AT 12" (305MM) A.F.F. TO CENTER OF GROUPING. SEE FLAN VIEW NOTE "A" ABOVE FOR DESCRIPTION. A SHELVING ABOVE DESK WALL MOUNTED SHELVING UNIT ATTACHED TO BACKER BOARD CEILING HEIGHT SHOWN AT 96" (2440MM). REFER TO REFLECTED CEILING PLAN(S) FOR ACTUAL HEIGHT. POWER & DATA RECEPTACLES AT 60" (1525MM) A.F.F. TO CENTER OF GROUPING. SEE NOTE 'B' ABOVE FOR DESCRIPTION. ELEVATION VIEW Scale: 3/4" = 1'-0" ICE MACHINE - ELECTRICAL 08 Scale: 3/4" = 1'-0" WATER FILTRATION - CONFIGURATION III 2Scale: 3/4" = 1'-0" SANITIZING WORKSTATION - ELECTRICAL 12Scale: 3/4" = 1'-0" REFRIGERATOR/FREEZER - ELECTRICAL 16 Scale: 3/4" = 1'-0" DTP 01-02 ELECTRICAL 01Scale: 3/4" = 1'-0" MANAGER DESK (NEW) - RIGHT- ELECTRICAL 09 05/08/2024 (N)225A3P (N ) 2 - 1 / 2 ' ' C . , 4 # 4 / 0 C U . PL U S 1 # 2 C U . G N D (N ) [ 2 ] 4 ' ' C . , 4 # 5 0 0 K C M I L C U . PL U S 1 * 1 / 0 C U . G N D (N)PANEL 'A' (N)PANEL 'B' (N)800A 3P (E) 800A BUS (E) MAIN SERVICE ''MS''800A 120/208V-3PH-4W (E) FROM SERVICE FEEDER(E) GROUND (E) GROUND (E) M ALL ITEMS SHOWN ON THIS SINGLE LINE DRAWING ARE EXISTING UNLESS NOTED AS NEW (N ) 2 - 1 / 2 ' ' C . , 4 # 4 / 0 C U . PL U S 1 # 2 C U . G N D (N)PANEL 'C' (4 AMP)(20 AMP)CKT A-9 LUTRON LIGHTINGCONTROL PANEL SILVER BULLET TRACK LIGHTING PANEL SINGLE-LINE DIAGRAMGENERAL KEYED NOTES 1- THE EQUIPMENT SHOWN IS EXISTING NOT A PART OF THIS SUBMITTAL, UNLESSNOTED AS NEW. SINGLE-LINE DIAGRAMGENERAL NOTES A. ALL CONDUCTORS SHALL BE COPPER AS FOLLOWS:#12 AWG AND SMALLED -SOLID, TW #10 AWG AND LARGER - STRANDED, THWN, THHN OR XHHW. B. ALL NEW CIRCUIT BREAKERS, FUSIBLE SWITCHES IN MAN SWITCHBOARD ORPANEL BOARDS SHALL BE SERIES RATED TO MATCH EXISTING AIC RATING,APPROVED EQUAL OR 65KAIC, UNLESS NOTED OTHERWISE. C. MOTOR CIRCUIT PROTECTORS SHALL NOT BE A PART OF SERIES COMBINATIONINTERUPTING RATING. D.SERIERS COMBINATION AIC RATING SHALL NOT BE USED WHEN THESECONDARY EQUIPMENT IN THE SERIES IS SUBJECTED TO A TOTAL CONNECTEDFULL LOAD MOTOR CURRENT OF MORE THAN 1% OF ITS AIC RATING. E.EQUIPMENT ENCLOSURES SHALL BE CLEARLY MARKED "CAUTION -SERIESRATED SYSTEM -65KAMPS AVAILABLE, IDENTIFIED REPLACEMENT COMPONENTSREQUIRED" ,IN COMPLIANCE WITH 2019 CEC (2017 NEC) SECTION 110-22. END USEEQUIPMENT SHALL ALSO BE MARKED WITH THE HIGHER SERIES COMBINATIONINTERRUPTING RATING AS PER 2019 CEC SECTION 240-83 (C). NO EXEPTION. F. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS.G. ELECTRICAL EQUIPMENT SHALL BE LISTED BY THE CITY, WHERE THE PROJECTIS LOCATED, RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BYTHE DEPARTMENT. H. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALLBE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THEELECTRICAL EQUIPMENT PER 110.26 (E) (1). CONTRACTOR TO TAKE CARE TOMAINTAIN ALL CLEARANCES AS REQUIRED BY 110.26 (A) -(E) IN ALL INSTALLATIONS. I. MAIN SERVICE WILL NOT ENERGIZED PRIOR TO THE BUILDING INSPECTOR'SRECEIPT OF A THIRD PARTY "NRTL" TESTING LABORATORY PERFORMANCE TESTCERTIFICATION FOR THE SERVICE GROUND FAULT PROTECTION. 2017 NEC 230.95 VOLTAGE DROP CALCULATIONS LOAD PANEL A PANEL B FEEDER FEEDER 208V 208V 3PH 3PH CIRCUIT TYPE VOLTAGE PHASE CURRENT PF .85 .85 800 225 LENGTH IN FT 50 20 WIRE SIZE 500KCMIL 4/0 WIRE TYPE CU CU 1 2 WIRE SETS VOLTAGE DROP % 0.96% 0.35% VOLTAGE DROP CALCULATIONS: NOTE: VOLTAGE DROP IS BASED ON FURTHEST CIRCUIT FOR EACH LOAD TYPE. COMPLIANCE: ALL FEEDER PLUS BRANCH CIRCUIT DO NOT EXCEED THE ALLOWED 5% TOTAL. PANEL C FEEDER 208V 3PH .85225 20 4/0 CU 1 0.35% WATER HEATER BRANCH 208V 3PH .8570 118 4 CU 1 2.04% FED FROM/ CIRCUIT NUMBER PANEL A 50,52,54 PANEL A PANEL A MAIN SWITCH BOARD C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-4000 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL SINGLE LINE DIAGRAM Revision Schedule Rev Date By Description 1 01-23-24 ZA 1ST CITY COMMENTS 3 04-29-24 ZA 3RD CITY COMMENTS 3 05/08/2024 1. 2. 3. WHERE THE PANEL IS INDICATED TO INCLUDE FEED THRE LUGS, PROVIDE FEED-THROUGH LUGS AT THE TOP/BOTTOM OF THE PANELBOARD FOR FEEDERS TO ANOTHER PANEL. WHERE THE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE TOP/BOTTOM OF THE PANELBOARD FOR FEEDERS TO ANOTHER PANEL. WHERE THE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NATURAL BUSSES RATED TO CARRY 20 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. WHERE THE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR THE NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELBOARD. WHERE PANEL CIRCUIT BREAKER RATING IS SHOWN AS ''SERIER-RATED''; CIRCUIT BREAKERS IN PANELBOARD WHICH ARE SERIES-RATED WITH THE UPSTREAM SYSTEM FOR THE AVAILABLE FAULT CURRENT. THE PANELBOARD SHALL BE MARKED WITH THE SERIES-CONNECTED RATINGS, AS WELL AS ALL MARKING AS REQUIRED BY THE NEC, 240-83(C). WHERE THE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CIRCUIT CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4'' CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED, AND MARKED FOR FUTURE USE COORDINATE WITH THE APPLICABLE TRADE TO ENSURE RECESSED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. ALL CIRCUIT BREAKERS THAT ARE USED AS SWITCHES SHALL BE UL LISTED AND''SWD'' FOR SWITCHING DUTY. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. G.PROVIDE SHOP-DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AND SCHEDULES. H.ALL OVERCURRENT DEVICES IN AN INDIVIDUAL PIECE OF EQUIPMENT SHALL HAVE AN IC CURRENT EQUAL TO THE OVERALL RATING OF THE EQUIPMENT - SERIES RATING OF DEVICES WITHIN A PIECE OF EQUIPMENT IS NOT ALLOWED. I.SERIES-CONNECTED DEVICES SHALL HAVE BEEN INVESTIGATED BY UL IN COMBINATION WITH THE END-USE EQUIPMENT, AND THE EQUIPMENT IN WHICH THESE DEVICES ARE USED SHALL BE MARKED WITH SERIES-CONNECTED RATINGS. ALL EQUIPMENT SHALL BE MADE BY THE NEC REQUIREMENTS. G.ALL TERMINATIONS AND ENCLOSURES SHALL BE RATED FOR USE WITH 75 DEGREES CELSIUS CONDUCTORS. K. ALL SERVICE ENTRANCE EQUIPMENT, SWITCHBOARDS, DISTRIBUTION BOARDS, AND RATED AT 400 AMPS OR GREATER SHALL BE PROVIDED WITH A MAIN OVERCURRENT DEVICE AND BUSSING RATED AT 100% CONTINUOUS OPERATION. L.ALL BRANCH OR FEEDER CIRCUIT OVERCURRENT DEVICES RATED AT 400 AMPS OR SHALL BE RATED FOR 100% CONTINUOUS OPERATION. GENERAL PANEL SCHEDULE NOTES M. N. 1. 2. O. 1. 2. 3. P. Q. 1. CONTRACTOR SHALL SUBMIT SWITCHBOARD SHOP DRAWINGS TO THE SERVING UTILITY FOR APPROVAL BEFORE FABRICATION, CONTRACTOR SHALL SECURE CONFIRMATION THAT THE PROPOSED SWITCHBOARD COMPLIES WITH THE POWER COMPANY REGULATIONS. BUSSING ALL BUSSING SHALL BE COPPER OR ALUMINIUM IN CONSTRUCTION, THE MAIN AND VERTICAL BUSSING SHALL BE AT FULL CAPACITY IN ALL SWITCHBOARD SECTIONS HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL LENGTH. ALL BUSSING SHALL HAVE A MINIMUM WITHSTAND RATING EQUAL TO THE AVAILABLE FAULT CURRENT INDICATED, BUT IN NO CASE SHALL THE RATING BE LESS THAN 65 kA SYMMETRICAL. GROUND FAULT RELAY SETTINGS TO REDUCE NUISANCE TRIPPING OF THE MAIN AND FEEDER BEAKER, THE CONTRACTOR SHALL ADJUST THE GROUND FAULT RELAY SETTINGS FOR ALL THE GFP DEVICES TO BE HIGHER THAN THE DOWNSTREAM GFP AND NON-GFP DEVICES, THE GROUND FAULT CURRENT PICK-UP AND TIME DELAY SETTINGS SHALL BE ADJUSTED, PER THE MANUFACTURERS RECOMMENDATIONS, RESULTING FROM A CONTRACTOR / MANUFACTURER PREPARED COORDINATION STUDY WHICH SHALL BE DOCUMENTED IN THE SHOP DRAWING SUBMITTAL. ALL DRY-TYPE TRANSFORMERS SHALL BE COMPLETELY ENCLOSED EXCEPT FOR VENTILLATED OPENINGS. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL GROUND FAULT RELAYS BE SET AT THE SHORTEST AVAILABLE TIME DELAY. CONTRACTOR SHALL VERIFY ALL EXISTING EQUIPMENT CONNECTIONS AND PROVIDE UPDATED PANEL SCHEDULES TO THE OWNER AS PART OF AS-BUILT DRAWINGS. DRY-TYPE TRANSFORMERS DRY-TYPE TRANSFORMERS OVER1 112-1/2 KVA SHALL HAVE A MINIMUM CLASS 155 INSULATION RATING SYSTEM. R.RECEPTACLES LOAD DEMAND FACTOR CALCULATIONS: BASED ON 220.44 OF CEC 2022 ON MAIN PANEL A: DEMAND LOAD=(100%×LOAD 1) + (50%×LOAD 2) WHERE LOAD 1 = 10,000 VA, LOAD 2 = 13,580− 10,000 = 3580 VA DEMAND LOAD = (100%×10,000)+(50%×3580) = 11790 VA PERCENTAGE = (TOTAL LOAD/DEMAND LOAD)*100= 86.82% C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-4100 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL PANEL SCHEDULES Revision Schedule Rev Date By Description 1 01-23-24 ZA 1ST CITY COMMENTS 2 03-28-24 ZA 2ND CITY COMMENTS 3 04-29-24 ZA 3RD CITY COMMENTS 3-EXISTING BREAKER TO REMAIN, NEW LOAD ARE NOTED WITH ''R''4-BREAKERS NOTED WITH ''G'' SHALL BE GFCI TYPE PER CEC 210.8 1-NEW CIRCUITS AND NEW LOAD LOCATION ARE NOTED WITH "N"2-EXISTING BREAKER WITH NO MODIFICATION ARE NOTED WITH ''E'' Notes: Lighting 4794 VA 125.00%5993 VA Total Est. Demand (A) :595 A Power 77260 VA 100.00%77260 VA Total Conn (A) :622 A Receptacle 13580 VA 86.82%11790 VA Total Est. Demand (VA) :214516 VA Kitchen Equ.68671 VA 65.00%44636 VA Total Conn. Load (VA) :224086 VA HVAC (Large Motor)60000 VA 125.00%75000 VA Load Classification Connected Load (VA)Demand Factor Estimated Demand...Panel Totals Total Amps:638 A 615 A 615 A Total Load:76495 VA 73768 VA 73835 VA 65 5000 15962 66 63 5000 16268 64G61[H] RTU-4 60 A 3 HVAC (LargeMotor) 5000 17224 Spare; Power;Lighting 3 225A SUB-FEED PANEL "C"62 N 59 5000 24890 605750002531258G 55 [H] RTU-3 60 A 3 HVAC (LargeMotor) 5000 25292 Receptacle;Kitchen Equ.;...3 225A SUB-FEED PANEL "B" 56 N 53 5000 6000 54515000600052G 49 [H] RTU-2 60 A 3 HVAC (LargeMotor) 5000 6000 Power 3 70 A [P] WATER HEATER 50 G 47 5000 0 --1 20 A Spare 48 N4550000--1 20 A Spare 46 NG43[H] RTU-1 60 A 3 HVAC (LargeMotor) 5000 0 --1 20 A Spare 44 N N 41 Spare 20 A 1 --0 0 --1 20 A Spare 42 N N 39 Spare 20 A 1 --0 0 --1 20 A Spare 40 NN37[R] SEATINGS RECS 20 A 1 Receptacle 1080 0 --1 20 A Spare 38 N3531000--1 20 A Spare 36 NG33[K] DISH WASHER 50 A 2 Kitchen Equ.3100 0 --1 20 A Spare 34 NN31[P] MOTORIZED SHADES 20 A 1 Power 1200 180 Receptacle 1 20 A [R] MENUE ORDER STATUS 32 NN29[R] BANQUETTE 2 20 A 1 Receptacle 500 540 Receptacle 1 20 A [R] DIGITAL MENU 30 NN27[R] BANQUETTE 1 20 A 1 Receptacle 500 180 Receptacle 1 20 A [R] MANAGER DISK RECEPTACL...28 N N 25 [P] EXHAUST FAN 20 A 1 Power 1000 720 Receptacle 1 20 A [R] MANAGER DISK RECEPTACL...26 NN23[P] IT RACK 20 A 1 Power 600 540 Receptacle 1 20 A [R] MANAGER DISK RECEPTACL...24 NN21[R] COMMUNITY TABLE 2 20 A 1 Receptacle 500 1300 Power 1 20 A [P] AIR CURTAIN SIDE...22 N N 19 [R] COMMUNITY TABLE 1 20 A 1 Receptacle 500 1300 Power 1 20 A [P] AIR CURTAIN MAIN...20 N N 17 [L] ELEC. ROOM LIGHTING 20 A 1 Lighting 234 1300 Power 1 20 A [P] DT AIR CURTAIN 18 NN15[L] SEATING AREA LIGHTING 20 A 1 Lighting 136 100 Lighting 1 20 A [L] SBUX SIGNAGE WEST 16 NN13[L] OUTDOOR WALL-MOUNTED...20 A 1 Lighting 208 100 Lighting 1 20 A [L] SBUX SIGNAGE SOUTH 14 N N 11 [L] PARTNER REST AREA...20 A 1 Lighting 76 100 Lighting 1 20 A [L] SBUX SIGNAGE NORTH 12 NN9[L] RETAIL AREA: TRACK LIGHTING 20 A 1 Lighting 50 152 Lighting 1 20 A [L] RESTROOM LIGHTING 10 NN7[L] LED STRIP LIGHTING 20'20 A 1 Lighting 1000 100 Lighting 1 20 A [L] LED STRIP LIGHTING 46' - 3"8 NN5[L] MANAGER DISK AREA...20 A 1 Lighting 140 300 Lighting 1 20 A [L] LED STRIP LIGHTING 110'6 N N 3 [L] WORKROOM LIGHTING 20 A 1 Lighting 316 300 Lighting 1 20 A [L] LED STRIP LIGHTING 108' - 2"4 NN1[L] RETAIL AREA: CAN LIGHTING 20 A 1 Lighting 136 492 Lighting 1 20 A [L] BACKBAR LIGHTING 2 N NOTE CKT Load Description C.B P LoadClassification A B C LoadClassification P C.B Load Description CKT NOTE Mounting:FLUSH Wires:4 Mains Rating:800 A Supply From:MAIN Phases:3 Mains Type:MLO Location:ELECTRICAL ROOM Volts:120/208 Wye A.I.C. Rating:42kA PANEL NAME:A 3-EXISTING BREAKER TO REMAIN, NEW LOAD ARE NOTED WITH ''R''4-BREAKERS NOTED WITH ''G'' SHALL BE GFCI TYPE PER CEC 210.8 1-NEW CIRCUITS AND NEW LOAD LOCATION ARE NOTED WITH "N"2-EXISTING BREAKER WITH NO MODIFICATION ARE NOTED WITH ''E'' Notes: Total Est. Demand (A) :148 A Total Conn (A) :209 A Power 3960 VA 100.00%3960 VA Total Est. Demand (VA) :53349 VA Receptacle 8340 VA 100.00%8340 VA Total Conn. Load (VA) :75458 VA Kitchen Equ.63172 VA 65.00%41062 VA Load Classification Connected Load (VA)Demand Factor Estimated Demand...Panel Totals Total Amps:211 A 211 A 207 A Total Load:25292 VA 25312 VA 24890 VA 65 Space --1 ----0 --1 20 A Spare 66 N 63 Space --1 ----0 --1 20 A Spare 64 N 61 Space --1 ----0 --1 20 A Spare 62 N59Space--1 ----0 --1 20 A Spare 60 N57Space--1 ----0 --1 20 A Spare 58 N 55 Space --1 ----0 --1 20 A Spare 56 N 53 Space --1 ----0 --1 20 A Spare 54 N51Space--1 ----0 --1 20 A Spare 52 NG49[K] NITROGEN GENERATOR 20 A 1 Kitchen Equ.380 1080 Kitchen Equ.1 20 A [K] SINGLE BREWER 2-BB 50 G G 47 [K] MICROWAVE REST AREA 20 A 1 Kitchen Equ.1110 1080 Kitchen Equ.1 20 A [K] SINGLE BREWER 1-BB 48 GG45[K] UC 1-DOOR FRIDGE-REST...20 A 1 Kitchen Equ.320 1400 Power 1 20 A [P] 2-DOOR FREEZER-WR 46 GG43[R] R.O. SYSTEM 20 A 1 Receptacle 540 180 Receptacle 1 20 A [R] ROOF RECEPTACLE 44 GG41[R] D/T P.O.S RECEPTACLES 3-BB 20 A 1 Receptacle 540 360 Power 1 20 A [P] 1-DOOR FRIDGE-WR 42 G G 39 Spare 20 A 1 --0 780 Receptacle;...1 20 A [K] [R] UC 1-DOOR FRIDGE*2-BB 40 GG37[K] UC 1-DOOR FRIDGE 20 A 1 Kitchen Equ.300 1200 Receptacle 1 20 A [R] HAND DRYER-RR1 38 GG35[R] HAND DRYER-RR2 20 A 1 Receptacle 1200 800 Power 1 20 A [P] 2-DOOR REFRIGERATOR-WR 36 G G 33 [R] D/T P.O.S RECEPTACLES 2-BB 20 A 1 Receptacle 720 3150 34 G 31 [R] D/T P.O.S RECEPTACLES 1 20 A 1 Receptacle 720 3150 Kitchen Equ.2 35 A [K] ICE MACHINE-WR 32 G G 29 [K] BLENDER PITCHER RINSER 20 A 1 Kitchen Equ.180 1400 Power 1 20 A [P] 2-DOOR FREEZER 30 GG27[K] HOT WATER DISPENSER 3 20 A 1 Kitchen Equ.1500 360 Receptacle 1 20 A [R] CUPLABELER 2-BB 28 G G 25 [K] HOT WATER DISPENSER 2 20 A 1 Kitchen Equ.1500 180 Kitchen Equ.1 20 A [K] NITROGEN FRIDGE-BB 26 G G 23 [K] HOT WATER DISPENSER 1 20 A 1 Kitchen Equ.1500 4800 24G21[R] P.O.S REGISTER...20 A 1 Receptacle 720 4800 Kitchen Equ.2 40 A [K] BREWER-BB 22 G G 19 [R] SECURITY SAFE...20 A 1 Receptacle 720 2550 20 G 17 [R] P.O.S REGISTER...20 A 1 Receptacle 720 2550 Kitchen Equ.2 30 A [K] WARMING OVEN 3-BB 18 G G 15 [K] [R] UC 1-DOOR FRIDGE 20 A 1 Receptacle;...780 2550 16G13[K] [R] 1-DOOR FRIDGE 20 A 1 Receptacle;...1380 2550 Kitchen Equ.2 30 A [K] WARMING OVEN 2-BB 14 G 11 1000 2550 12G9[K] FOOD CASE 20 A 2 Kitchen Equ.1000 2550 Kitchen Equ.2 30 A [K] WARMING OVEN 1-BB 10 G G 7 [K] [R] UC 1-DOOR FRIDGE 20 A 1 Receptacle;...780 3400 8G5[K] DITTING GRINDER-BB 20 A 1 Kitchen Equ.1700 3400 Kitchen Equ.2 50 A [K] ESPRESSO MACHINE-BB 6 G G 3 [K] BLENDER 2-BB 20 A 1 Kitchen Equ.1700 3400 4 G 1 [K] BLENDER 1-BB 20 A 1 Kitchen Equ.1700 3400 Kitchen Equ.2 50 A [K] ESPRESSO MACHINE-BB 2 G NOT E CK T Load Description C.B P Load Classification A B C Load Classification P C.B Load Description CK T NOT E Mounting:FLUSH Wires:4 Mains Rating:225 A Supply From:PANEL A Phases:3 Mains Type:MLO Location:ELECTRICAL ROOM Volts:120/208 Wye A.I.C. Rating:22kA SERIES PANEL NAME:B 3-EXISTING BREAKER TO REMAIN, NEW LOAD ARE NOTED WITH ''R''4-BREAKERS NOTED WITH ''G'' SHALL BE GFCI TYPE PER CEC 210.8 1-NEW CIRCUITS AND NEW LOAD LOCATION ARE NOTED WITH "N"2-EXISTING BREAKER WITH NO MODIFICATION ARE NOTED WITH ''E'' Notes: Total Est. Demand (A) :138 A Total Conn (A) :137 A Total Est. Demand (VA) :49668 VA Lighting 854 VA 125.00%1068 VA Total Conn. Load (VA) :49454 VA Power 48600 VA 100.00%48600 VA Load Classification Connected Load (VA)Demand Factor Estimated Demand...Panel Totals Total Amps:144 A 136 A 133 A Total Load:17224 VA 16268 VA 15962 VA 65 Space --1 --------1 --Space 66 63 Space --1 --------1 --Space 6461Space--1 --------1 --Space 6259Space--1 --------1 --Space 6057Space--1 --------1 --Space 58 55 Space --1 --------1 --Space 5653Space--1 --------1 --Space 5451Space--1 --------1 --Space 52 49 Space --1 --------1 --Space 50 47 Space --1 --------1 --Space 48N45Spare20 A 1 --0 0 --1 20 A Spare 46 NN43Spare20 A 1 --0 0 --1 20 A Spare 44 N N 41 Spare 20 A 1 --0 0 --1 20 A Spare 42 N N 39 Spare 20 A 1 --0 0 --1 20 A Spare 40 NN37Spare20 A 1 --0 0 --1 20 A Spare 38 NN35Spare20 A 1 --0 0 --1 20 A Spare 36 N N 33 Spare 20 A 1 --0 0 --1 20 A Spare 34 NN31Spare20 A 1 --0 0 --1 20 A Spare 32 NN29Spare20 A 1 --0 0 --1 20 A Spare 30 NN27Spare20 A 1 --0 0 --1 20 A Spare 28 N N 25 Spare 20 A 1 --0 1200 Power 1 20 A [P] OUTDOOR MONUMENT SIGN 26 GG23[P] DT MENUE PANEL 20 A 1 Power 1200 1200 Power 1 20 A [P] DIRECTIONAL SIGN PARKING...24 GG21[P] DT PRE MENUE PANEL 20 A 1 Power 1200 1200 Power 1 20 A [P] DIRECTIONAL SIGN EXIT 22 G G 19 [P] DIRECTIONAL SIGN PARKING 2 20 A 1 Power 1200 1200 Power 1 20 A [P] D/T ORDER POINT 20 G 17 3350 3350 18G15[P] EVC 3 (FUTURE)40 A 2 Power 3350 3350 Power 2 40 A [P] EVC 6 (FUTURE)16 G 13 3350 3350 14G11[P] EVC 2 40 A 2 Power 3350 3350 Power 2 40 A [P] EVC 5 (FUTURE)12 G 9 3350 3350 10G7[P] EVC 1 40 A 2 Power 3350 3350 Power 2 40 A [P] EVC 4 (FUTURE)8 G G 5 [L] ENTERANCE POLE LIGHTS 20 A 1 Lighting 74 88 Lighting 1 20 A [L] PARKING LOT ENTERNACE...6 G 3 [L] ENTERANCE UP LIGHTS 20 A 1 Lighting 160 308 Lighting 1 20 A [L] PARKING LOT+DT POLE...4 GG1[L] ENTERANCE BOLLARD LIGHTS 20 A 1 Lighting 48 176 Lighting 1 20 A [L] PARKING LOT POLE LIGHTING 2 G NOTE CKT Load Description C.B P LoadClassification A B C LoadClassification P C.B Load Description CKT NOTE Mounting:FLUSH Wires:4 Mains Rating:225 A Supply From:PANEL A Phases:3 Mains Type:MLO Location:ELECTRICAL ROOM Volts:120/208 Wye A.I.C. Rating:22kA SERIES PANEL NAME:C 3 3 3 3 [H] [K] [R] [P] [L] [K] [R] [P] [P] [L] 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-5000 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ENERGY COMPLANCE FORM Revision Schedule Rev Date By Description 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-5100 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ENERGY COMPLANCE FORM Revision Schedule Rev Date By Description 05/08/2024 J x2 A.REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS ANDREQUIRMENTS ABOUT ALL HVAC EQUIPMENTS ON ROOF. PROVIDE ALLNECESSARY ELECTRICAL DEVICES FOR A COMPLETE AND OPERATIONALSYSTEM. B.ALL EQUIPMENT AND ENCLOSURE FOR ELECTRICAL DEVICES ONROOF MUST BE WATERPROOF. C.REFER TO EQUIPMENT NAME PLATE TO SIZE THE OVERCURRENTPROTECTION REFER TO SUPPLIERS RECOMMENDATION BEFORE ANYINSTALLATIONS. D.ALL FEEDERS (CONDUITS AND WIRES) TO THE EQUIPMENTS ONROOF MUST RUN HORIOZONTALLY BELOW ROOF STRUCTURE THROUGHATTIC SPACE AND PENETRATE ROOF AT THE LOCATION EQUIPMENT. E.ALL ROOF PENTRATIONS MUST BE SEALED AND WEATHERPROOF.PROVIDE ROOF JACKS AT ALL PENETRATIONS. GENERAL ELECTRICAL ROOF NOTES PROVIDE ROOF W.P. G.F.I. SERVICE RECEPTACLE WITHIN 25 FEET OF ROOFTOP EQUIPMENT PER CODE. NOTIFY ENGINEER IF ANY DISCREPANCY OCCURS. PROVIDE 20A/1P MOTOR RATED SWITCH FOR CONNECTION TO EXHAUST FAN. VERIFY EXACT LOCATION BEFORE ROUGH IN. PROVIDE 60AS/60AF/3P DISCONNECT FOR CONNECTION TO RTU-120 PROVIDE 50AS/50AF/3P DISCONNECT FOR CONNECTION TO RTU-120 REMOTE ICE MACHINE CONDENSER. ELECTRICAL ROOF KEYED NOTES 1 2 3 4 5 3 3 33 3 2 A-43,45,47 A-49,51,53 A-55,57,59 A-61,63,65 A-25 3-#4,1-#4,1-#10 B-44 3-#4,1-#4,1-#10 3-#4,1-#4,1-#10 3-#4,1-#4,1-#10 M 10632 M X001 (4) C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/25 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2021 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: ri2022.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: E-6000 01549-083 10-18-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 MAIKEL FARAGALLA ABDALRAHMAN MAIKEL FARAGALLA ELECTRICAL ROOF PLANScale: 3/16''= 1'-0'01 0 1' 2'4' Scale: 1/2" = 1'-0" ELECTRICAL ROOF PLAN Revision Schedule Rev Date By Description N 05/08/2024 GENERAL MECHANICAL NOTES 1. MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF SYSTEM(S). FURNISH & INSTALL ALL COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE A COMPLETE AND OPERATING SYSTEM. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM ACTUAL BUILDING DIMENSIONS. 4. THE MECHANICAL CONTRACTOR SHALL COORDINATE HVAC WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND PROJECT MANUAL SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. SEE ARCHITECTURAL DRAWINGS AND PROJECT MANUAL FOR DIMENSIONED DIFFUSER LOCATIONS AND MOUNTING HEIGHTS WHERE EXPOSED. 5. NEW DUCTWORK AND EQUIPMENT SHALL NOT BE INSTALLED WHERE IT OBSTRUCTS ANY EXISTING OR NEW AREAS THAT REQUIRE ACCESS. 6.INSULATE DUCTWORK PER CODE AND SPEC. REQUIREMENTS. COORDINATE CLEARANCE REQUIREMENTS FOR ADDED INSULATION. 7.ALL IS NEW UNLESS NOTED OTHERWISE. GENERAL NOTES SCOPE THE INTENT OF THE PROJECT MANUAL AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. SITE EXAMINATION THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. PENETRATIONS WHERE PIPES AND DUCTS PENETRATE WALL, SEAL OPENINGS TO PREVENT AIR TRANSFER BETWEEN SPACES. USE FIRE RATED SEALANTS ON ALL FIRE SEPARATION PENETRATIONS, INCLUDING FLOORS. SEAL AROUND ALL PIPES AND DUCTS PENETRATING FIRE SEPARATIONS WITH NON-COMBUSTIBLE PACKING RETAINED BY METAL COLLARS. THE ASSEMBLY SHALL BE APPROVED BY STATE FIRE MARSHALL. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE APPROPRIATE PROVISIONS OF CSA, ULC, ARL, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND PROJECT MANUAL AND THE CODES AND ORDINANCES, USE WHICHEVER IS MORE STRINGENT. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. PERMITS AND FEES THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK. WARRANTY THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. TESTING, ADJUSTING, BALANCING INDEPENDENT AIR BALANCE CONTRACTOR OR QUALIFIED MECHANICAL CONTRACTOR SHALL BE QUALIFIED BY NEBB OR AABC STANDARDS. BALANCER SHALL ACCURATELY BALANCE THE SUPPLY, RETURN AND OUTSIDE AIR, EXHAUST FAN(S), HYDRONIC (WHERE APPLICABLE) AND EXHAUST FAN(S) SYSTEMS TO PROVIDE AIR AND WATER QUANTITIES WITHIN 10% PLUS MINUS OF THE VALUES INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS UNLESS MANUFACTURER REQUIRES TIGHTER TOLERANCES. OPERATE AUTOMATIC CONTROLS SYSTEMS AND VERIFY SETPOINTS FOR THERMOSTATS, C02 SENSORS, DCV, EMS AND ECONOMIZER/OUTSIDE AIR DAMPER. SEE CONTROLS AND OPERATION NOTES AND HVAC SCHEDULES AND NOTES FOR DETAILS. IF DEFICIENCIES OR SITE CONDITIONS PREVENT COMPLETE AND PROPER BALANCING, DO NOT COMPLETE WORK AND SUBMIT A REQUEST FOR INFORMATION TO GET COMPLETE INFORMATION PRIOR TO COMPLETING WORK. SUBMIT THREE (3) COPIES OF THE BALANCE REPORT TO THE ENGINEER, CONSTRUCTION MANAGER AND COMMISSIONING AGENT FOR APPROVAL. THE BALANCE REPORT SHALL INCLUDE NEBB OR AABC CREDENTIALS, EQUIPMENT/INSTRUMENT LIST WIT THE MOST RECENT CALIBRATION DATE AND BALANCE REPORTS FOR ALL HVAC AND EXHAUST SYSTEMS. T&B REPORT SHOULD MATCH NEBB OR AABC STANDARD REPORTS INCLUDING UNIT TEST DATA WITH TEMPERATURES, PRESSURES AND STATIC PRESSURE PROFILES. INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. HVAC EQUIPMENT AND MATERIALS FILTERS IF OPERATING HVAC DURING CONSTRUCTION, PROVIDE THREE (3) SETS OF 2" (51MM) MERV6 PLEATED DISPOSABLE FILTERS (OR HIGHER RATING IF REQUIRED BY LEED). USE ONE SET UNTIL COMPLETION OF CONSTRUCTION. INSTALL ONE SET AT COMPLETION OF CONSTRUCTION (PRIOR TO TAB) AND DELIVER ONE SET OF MERV13 FILTERS TO STARBUCKS LABELED TO DENOTE THEIR RESPECTIVE AIR HANDLING UNIT. BRACING AND ANCHORING ALL MECHANICAL EQUIPMENT, FIXED OR FLEXIBLY MOUNTED, SHALL BE BRACED OR ANCHORED TO COMPLY WITH LOCAL CODES. DUCTWORK AND ACCESSORIES SHEET METAL DUCTWORK ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT (5% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS. NO VARIATION OF DUCT CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION FROM THE ENGINEER. DAMPERS PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS. PROVIDE MOTORIZED DAMPERS AT ALL INTAKE & EXHAUST BUILDING OPENINGS. COORDINATE WITH OTHER TRADES FOR ACCESS PANELS, POWER AND FIRE ALARM INTERFACES. SEE PROJECT MANUAL. ACOUSTICAL DUCT LINER UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1" (25MM) ACOUSTICAL DUCT LINER IN SUPPLY AND RETURN DUCTWORK WITHIN 10'-0" (305CM) OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. INCREASE DUCT SIZE INDICATED ON PLANS AS NEEDED TO ACCOMMODATE LINER. LINER TO BE PROVIDED AND FASTENED TO DUCT WITH MECHANICAL LINER FASTENERS IN ACCORDANCE WITH SMACNA AND PROJECT MANUAL. FLEXIBLE DUCTWORK FLEXIBLE DUCT WORK SHALL ONLY BE INSTALLED AS SHOWN IN PLAN AND NOT ABOVE HARD LID CEILINGS. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5’-0" (152CM) IN LENGTH AND TWO 45° ELBOWS. IT SHALL BE PULLED TAUT AND APPROPRIATELY FASTENED TO RIGID BRANCH DUCT & DIFFUSER. BENDS SHALL BE MINIMIZED AND WHERE NEEDED BE A FULL RADIUS BEND. SUPPORT BANDS SHALL BE INSTALLED SO AS TO NOT CRIMP FLEX DUCT. FLEXIBLE DUCTWORK SHALL MEET REQUIREMENTS. AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE BLDG BUILDING CO2 CARBON DIOXIDE CD CEILING DIFFUSER CLG CEILING CONST CONSTRUCTION CXA COMMISSIONING AGENT DEG DEGREES DM STARBUCKS DESIGN MANAGER DN DOWN DTL DETAIL DWG(S)DRAWING(S) EA EACH EC ELECTRICAL CONTRACTOR ECP EQUIPMENT CONTROL PAC EG EXHAUST GRILLE ELEC ELECTRICAL EM EMERGENCY EMS ENERGY MANAGEMENT SYSTEM EXIST EXISTING EXT EXTERIOR F&I FURNISH & INSTALL FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER, INSTALLED BY OWNER FLR FLOOR FT FOOT/FEET G GAS PIPING GC GENERAL CONTRACTOR HR HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING I.D.INSIDE DIAMETER IAQ INDOOR AIR QUALITY LCP LIGHTING CONTROL PANEL LL LANDLORD LV LOW VOLTAGE MAX MAXIMUM MC MECHANICAL CONTRACTOR MECH MECHANICAL MEP MECHANICAL, ELECTRICAL AND PLUMBING MFG MANUFACTURER MIN MINIMUM NTS NOT TO SCALE O.D.OUTSIDE DIMENSION OSA OUTSIDE AIR REF REFERENCE REQ'D REQUIRED REV REVISION RT ROOFTOP SF SQUARE FEET SHT SHEET SPECS SPECIFICATION(S) SST STAINLESS STEEL TEMP TEMPORARY TYP TYPICAL UNO UNLESS NOTED OTHERWISE UC UNDER COUNTER WH WATER HEATER WSHP WATER SOURCE HEAT PUMP ABBREVIATIONS ENERGY MANAGEMENT SYSTEM (EMS) THE GENERAL CONTRACTOR SHALL INSTALL (OR DEMO AND REINSTALL FOR RENOVATIONS) THE VENSTAR SURVEYOR EMS SYSTEMS PRIOR TO THE LAST WEEK OF CONSTRUCTION. GENERAL CONTRACTOR TO PROVIDE ONE PERMANENT THERMOSTAT AND REMOTE SENSOR PER HVAC UNIT. LOCATE AND MOUNT THERMOSTAT(S) AND SENSOR(S) PER THE DRAWINGS. PROVIDE THERMOSTAT IDENTIFICATION LABELS PER SPECIFICATION REQUIREMENTS. GENERAL CONTRACTOR TO PROGRAM, START-UP AND COMMISSION THE CONTROL SYSTEM. GENERAL CONTRACTOR IS TO COMPLETE FINAL CONNECTION AFTER DATA RACK AND NETWORK INSTALLATIONS. GENERAL CONTRACTOR VENDOR TO VERIFY SYSTEM OPERATION AND TROUBLESHOOT IF REQUIRED. GENERAL CONTRACTOR TO COMPLETE SURVEYOR'S STARBUCKS INSTALLATION SURVEY FORM AND PROVIDE TWO (2) COMPLETED COPIES OF THIS DOCUMENT TO THE CONSTRUCTION MANAGER AND COMMISSIONING AGENT PRIOR TO FINAL PAYMENT. 400 12" O CD-1 MECHANICAL SYMBOL LEGEND SD BD D S 12 X 8 12 X 8 U TYPICAL SUPPLY DUCT UP/DN TURNING VANES EQUIPMENT DESIGNATIONEF-1 SUPPLY AIR ARROW RETURN AIR ARROW DUCT HEATER MANUAL VOLUME DAMPER BACK DRAFT DAMPER SMOKE DETECTOR UNDERCUT DOOR CONNECT TO EXISTING FLEXIBLE DUCT CONNECTION NECK SIZE DESIGN CFM (WHERE APPLICABLE) DIFFUSER TYPE (REFER SCHEDULE) CEILING RETURN / EXHAUST GRILLE TYPICAL RETURN OR EXHAUST DUCT UP/DN COMBINATION SMOKE AND FIRE DAMPER SPIN-IN TAKE-OFF AND VOLUME DAMPER INDICATES UNLINED 12" X 8" O.D. SHEETMETAL 1ST FIGURE = SIDE SHOWN 2ND FIGURE = SIDE NOT SHOWN INDICATED 14" X 10" (355mm X 255mm) O.D. SHEETMETAL W/ 1" (25mm) SOUNDLINER (U.N.O), 12" X 8" (305mm X 205mm I.D. NET FLEXIBLE DUCT CEILING DIFFUSER (FLOW ARROWS SHOWN ONLY IF AIR FLOW NOT SYMMETRICAL) THERMOSTAT THERMOSTAT SENSOR T S CONTROLS AND OPERATION NOTES THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING COMPONENTS: CONTROL WIRING THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING IN CONDUIT NECESSARY FOR THE COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL SYSTEM INCLUDING ALL MODES OF OPERATION AND INTERLOCK. EXHAUST FANS RESTROOM EXHAUST FAN(S) TO BE OPERATED IN CONJUNCTION WITH STORE HOURS UNLESS OTHERWISE NOTED OR APPROVED OR AS REQUIRED BY JURISDICTION (COORDINATE WITH ELECTRICAL). THERMOSTAT PERMANENT THERMOSTAT(S) AND REMOTE SENSOR(S) SHALL BE FURNISHED AND INSTALLED. ONE THERMOSTAT AND SENSOR IS PROVIDED FOR EACH UNIT. MOUNT THERMOSTAT(S) AND SENSOR(S) IN LOCATION & HEIGHT AS INDICATED ON DRAWINGS. MECHANICAL CONTRACTOR TO PROVIDE THERMOSTAT IDENTIFICATION LABELS PER SPECIFICATION REQUIREMENTS. REFER TO THERMOSTAT SETUP INSTRUCTIONS BELOW FOR ADDITIONAL REQUIREMENTS. THERMOSTAT SETUP INSTRUCTIONS PROVIDE THE FOLLOWING SETUP AND PROGRAMMING: 1.CONFIGURE AS FOLLOWS: A.DEGREES "F" DISPLAY B. 12 HOUR CLOCK C.CONTINUOUS FAN OPERATION IN OCCUPIED MODE D.DISABLE KEYBOARD PROGRAMMING 2.SET TIME AND DATE. 3.SET TO DISPLAY CURRENT TEMPERATURE. 4.SET OCCUPIED START TIME AT 30 MIN. BEFORE OPENING. SET UNOCCUPIED START TIME AT 30 MIN. AFTER CLOSING. VERIFY HOURS WITH STORE MANAGER OR CONSTRUCTION MANAGER. 5.SET POINTS SHALL BE AS FOLLOWS OR AS APPROPRIATE FOR CLIMATE: A.OCCUPIED (5° F DEADBAND) (3° C DEADBAND) I.HEATING: 70° F (21° C) II.COOLING: 75° F (24° C) B.UNOCCUPIED I.HEATING: 60° F (15° C) II.COOLING: 78° F (25° C) 6.SET TWO (2) HOUR OCCUPIED OVERRIDE FUNCTION TO PROVIDE THE FOLLOWING SET POINT OVERRIDES: A.HEATING: +2° F (1° C) B COOLING: -2° F (1° C) DEMAND CONTROL VENTILATION (DCV) THE C02 SENSOR SHALL MODULATE THE AIR HANDLING UNIT OUTSIDE AIR DAMPER TO MAINTAIN 1000 PPM C02 OR LESS OCCUPIED MODE: 1.FAN SHALL RUN CONTINUOUSLY WHILE BRINGING IN MINIMUM DCV OUTSIDE AIR AS INDICATED IN SCHEDULE. 2.IF C02 SENSOR SET POINT IS BELOW THE SETPOINT, THE AIR DAMPER SHALL BE OPEN TO THE CALCULATED DCV MINIMUM OUTSIDE AIR. 3.IF C02 SENSOR SETPOINT IS EXCEEDED, OUTSIDE AIR DAMPER SHALL MODULATE TO MAINTAIN 1000 PPM NOT TO EXCEED THE CALCULATED DESIGN MINIMUM OUTSIDE AIR. 4.UPON C02 PPM FALLING BELOW THE SETPOINT OF 1000 PPM, THE AIR DAMPER SHALL RETURN TO DCV MINIMUM OUTSIDE AIR. 5.THE ECONOMIZER SHALL HAVE PRIORITY OVER THE DCV CONTROLS, OUTSIDE AIR MAY EXCEED DCV MINIMUM AND DESIGN MINIMUM WHEN AIR CONDITIONS ARE APPROPRIATE TO DO SO. UNOCCUPIED MODE: 1. FAN SHALL CYCLE WITH HEATING AND OUTSIDE AIR DAMPER CLOSED. OUTSIDE DAMPER SHALL NOT BE CYCLED WITH C02 PPM SETPOINT. IAQ MANAGEMENT PLAN DURING CONSTRUCTION, CONTRACTOR SHALL COMPLY WITH CHAPTER 3 OF SMACNA’S IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION. CONTRACTOR SHALL PERFORM AND SUBMIT ALL INFORMATION AS REQUIRED. IF HVAC SYSTEM IS TO BE USED DURING CONSTRUCTION, INSTALL MERV 8 FILTERS AT EACH RETURN AIR GRILL AND COMPLY WITH SMACNA’S GUIDELINES. LANDLORD REQUIREMENTS PRIOR TO BID: THE GENERAL CONTRACTOR SHALL COORDINATE WITH LANDLORD / BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS. IF LANDLORD / BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS AND ADHERE TO THEM. WHERE LANDLORD / BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER). LANDLORD / BUILDING OWNER REQUIREMENTS SHALL GOVERN. SYSTEM COMMISSIONING CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1.SUPPORT STARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES. 2.PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CXA; 3.CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: A.SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE , BUT ARE NOT LIMITED TO DOMESTIC HOT WATER GENERATION, HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, LIGHTING CONTROLS AND AIR CURTAINS. B.CONTRACTOR SHALL PROVIDE WRITTEN RESPONSES TO ALL CXA'S REVIEWS AND COMMENTS. RESPONSES SHALL BE PROVIDED IN A TIMELY MANNER. C.CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. D.CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE AND ACCESSIBLE TO STARBUCKS CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION VERIFICATION. E.CONTRACTOR SHALL COMPLETE MANUFACTURER'S STARTUP PROCEDURES PRIOR TO COMMISSIONING COORDINATION WITH CXA. F.CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR DEFECTS IS CLOSED BY THE INSTALLATION VERIFICATION PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. G.ALL HVAC EXHAUST FAN AND AIR CURTAIN EQUIPMENT SHALL BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, ADJUSTING AND BALANCE AGENT (SEE TESTING ADJUSTING AND BALANCING) AFTER THE SYSTEM IS VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN TESTING AND AIR BALANCE REPORT CONFORMING TO THE REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE INFORMATION SPECIFIED, ETC... TO THE STARBUCKS CXA IMMEDIATELY UPON COMPLETION OF THE WORK. H.PROVIDE A LIST OF ALL FACTORY AND FIELD SETTINGS THAT HAVE BEEN PROGRAMMED INTO THE EQUIPMENT (SUCH AS SETPOINTS, SCHEDULES, DIP SWITCH SETTINGS, CONDENSER AND EVAPORATOR OPERATING PRESSURE/TEMPERATURE, ETC...). I.CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL PERFORMANCE TESTING PRIOR TO STARTING TESTING. THIS INCLUDES REHEARSING ALL FUNCTIONAL PERFORMANCE TESTS BEFORE DEMONSTRATING TO THE CXA. CONTRACTOR SHALL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATING THE CORRECT OPERATION OF EQUIPMENT, SENSOR CALIBRATION, RESPONSE OF ACTUATORS AND PROPER EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES, INCLUDING BUT NOT LIMITED TO AIR MOVEMENT, TEMPERATURE, SOUND AND CONTROL RESPONSE. PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE OR OTHER SUPPORT AS NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS AND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA WILL RECORD THE EQUIPMENT OPERATION AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, AIR HANDLING UNITS, ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, LIGHTING CONTROLS, ETC... DELIVERABLES: PROVIDE COMPLETED COPIES OF ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURER'S FORMS, TO THE STARBUCKS CXA. J.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. K.CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND ALL RE-TESTING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESULTS. L.CONSTRUCTION AND POST CONSTRUCTION TESTING: ADDITIONAL TESTING MAY BE REQUIRED BY LEED AND OTHER PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT. DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBUCKS CXA. SYSTEM COMMISSIONING (continued) M.CONTRACTOR SHALL PROVIDE A TRAINING PLAN FOR EACH TRADE (MECHANICAL, ELECTRICAL, PLUMBING) FOR THE CXA'S APPROVAL. THE TRAINING PLAN SHALL OUTLINE ALL THE TOPICS THAT ARE TO BE COVERED ALONG WITH THE TIME DURATION FOR EACH TOPIC. IT SHALL ALSO INCLUDE THE INSTRUCTOR'S NAME, QUALIFICATIONS AND COMPANY LOGO. N.THE CONTRACTOR IS RESPONSIBLE FOR RECORDING ATTENDANCE FOR EACH TRAINING SESSION. COPIES OF THESE SHALL BE SUBMITTED TO THE CXA. O.CONTRACTOR SHALL SUBMIT O&M MANUALS FOR ALL PIECES OF EQUIPMENT AT LEAST 6 WEEKS IN ADVANCE OF THE TRAINING SESSIONS. C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHI T E C T REN. 08/31/23 M A IK E L M.FAR A GA L L A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 1 1 : 3 1 : 1 9 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V IT \ C A L I F O R N I A T E M P . r t e M 001 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA MECHANICAL NOTES Revision Schedule Rev Date By Description 05/08/2024 C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHI T E C T REN. 08/31/23 M A IK E L M.FAR A GA L L A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 1 1 : 2 8 : 3 5 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V IT \ C A L I F O R N I A T E M P . r t e M 002 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA MECHANICAL SCHEDULES EQUIPMENT SUPPLY AIR CFM OUTSIDE AIR CFM ESP COOLING CAPACITY HEATING CAPACITY FILTERS ELECTRICAL V-PH-CY MCA FUSE/CKT BKR MANUFACTURER & MODEL ACCESSORIES- OPTION RTU-1 4000 800 0.5 TON SEER/ EER HEAT PUMP 8410--/11.3 MERV 13 208-3-60 49.5 60 TRANE YHC120 • SMOKE DETECTOR • FACTORY CURB • ECONOMIZER • POWER EXHAUST THERMOSTAT • R-410 REFRIGERANT HP RPM VOLT-PH-CY MANUFACTURE& MODEL OPERATION WT.EQUIPMENT SERVICE LOCATION CFM STATIC PRESSURE MOTOR EF RESTROOM ROOF 300 0.5 1/4 1700 115-1-60 GREENHECK G-098-VG OR EQUAL 40 TAG DUTY SIZE DAMPER MATERIAL MANUFACTURE& MODEL SD1 TITUS-TMS-AA SD RD TITUS-TMS-AA TITUS-50F SUPPLY SUPPLY RETURN 12x12 24x24 24x24 YES YES NO ALUMINUM ALUMINUM ALUMINUM NOTES (N) PACKAGED ROOF TOP UNIT SCHEDULE (N) EXHAUST FAN SCHEDULE AIR DUSTRIBUTION SCHEDULE Revision Schedule Rev Date By Description RTU-2 4000 800 0.5 8410--/11.3 MERV 13 208-3-60 49.5 60 TRANE YHC120 RTU-3 4000 800 0.5 8410--/11.3 MERV 13 208-3-60 49.5 60 TRANE YHC120 RTU-4 4000 800 0.5 8410--/11.3 MERV 13 208-3-60 49.5 60 TRANE YHC120 578 ROOM DESCRIPTION BACKBAR VESTIBULE WORK ROOM PARTNERS AREA RETAIL ROOM AREA NO. OF PERSON CFM/PERSON CFM/ SQ.FT TOTAL FRESH AIR 868 500 215 29 40 60 41 10 0 7.5 7.5 7.5 7.5 7.5 0.18 0.18 405 607 398 114 6 1530 CFM VENTALLATION CALCULATION SCHEDULE 0.18 0.18 0.18 05/08/2024 (N) GYP. BD CEILING @ 12' - 0" A.F.F.(N) WASHABLE WHITE ACT 2'X4'CEILING TILE @ 10'-0" A.F.F. (N) GYP. BD CEILING@ 10'-0" A.F.F.(N) GYP. BD CEILING@ 10'-0" A.F.F.(N) GYP. BD CEILING@ 10'-0" A.F.F. (N) GYP. BD CEILING@ 20' - 0" A.F.F. (N) GYP. BD CEILING @ 12' - 0" A.F.F. (N) ARMSTRONGCIRRUS SECOND LOOK SIZE 24"X48"@12'-0" (N) WASHABLE WHITE ACT 2'X4'CEILING TILE @ 10'-0" A.F.F.(N) WASHABLE WHITE ACT 2'X4'CEILING TILE @ 10'-0" A.F.F. WORKROOM RR2VESTIBULERR1 PARTNERS REST AREA MANAGER'S DESK RETAIL AREA BACKBAR ELECTRICAL ROOM SW7008SW7045SW7008 SW7045 SW6102 SW7045 SW7045 KEY NOTES 1 KEEP 10 FT CLEAR OF ANY FRESH AIR INTAKES 2 THERMOSTAT VERIFY FINAL LOCATION WITH ARCH/OWNER 3 LINEAR SLOT DIFFUSER, TITUS HIGHTHROW FL-30 OR EQUAL 4 SIDE WALL LINEAR DIFFUSER 5 DUCT SMOKE DETECTOR 6 CO2 SENSOR LS-500 SD-1000 SD-1000 SD-800 SD-900 SD-1000 SD-750 SD-800 SD-750 SD-500 SD-500 LS-500LS-500 LS-450 SD-150 SD-150LS-450 LS-500 LS-500 LS-500 LS-450 LS-500 LS-500 RD-800 RD-900SD-1000 RD-900 RD-850 RD-900 RD-1000 RD-900 RD-1000 LR-500LR-600 LR-550 LR-500 LR-500 LR-550 LR-500 LR-500 SD-950 SD-400 24"ø22"ø12"ø 12 " ø 18"ø 16 " ø 12 " ø 16"ø 12 " ø 22"ø 22 " ø 24"ø 12 " ø RTU-2 LS-450 LS-500 12"ø 14"ø 14 " ø 14 " ø 14"ø 12 " ø 12 " ø 14"ø 14 " ø 12 " ø 22"ø 24"ø24"ø14"ø 20 " ø 12"ø 14"ø 18"ø12"ø 14"ø 12 " ø 8" ø 12 " ø 8" ø 22"ø 22 " ø 20"ø16"ø 12 " ø 14"ø 14"ø 20 " ø 22 " ø 14"ø 18"ø14"ø 20"ø 22"ø 24"ø 14 " ø 14 " ø RTU-1 RTU-3 RTU-4 22"ø 24"ø 14 " ø 18"ø 24 " ø 24"ø 22"ø 14 " ø 20"ø 14 " ø 12"ø 12 " ø 14 " ø 18"ø 22"ø14"ø 14 " ø 14 " ø 8"ø 10 " ø 8" ø RTU-4 /10TONS RTU-3 /10TONS RTU-2 /10TONS RTU-1 /10TONS S.D S.D S.D S.D 5 5 5 5 CO2 CO2 CO2 CO2 6 6 6 6 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 1/ 2 3 / 2 0 2 4 2 : 5 9 : 1 7 P M C: \ U s e r s \ u r b a n \ O n e D r i v e \ D e s k t o p \ E Z Z A T \ D u a r t e \ D u a r t e & B a l d w i n - M P S e t . r t e M 101 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA MECHANICAL DESIGNPLAN Revision Schedule Rev Date By Description 1 01-23-2024 AZ 1st round comments Scale: 1/4" = 1'-0"1 HVAC CEILING PLAN 1 3 4 3 33 3 3 3 3 3 3 444 3 3 4 4 4 4 T T T T S S S S 2 05/08/2024 M 1/4'' / 1'-0" SLOPE 1 /4'' / 1 '-0 " S L O PE 1/4'' / 1'-0" SLOPE SL O P E D I R E C T I O N 1/4'' / 1'-0" S L O P E 1 / 4 '' / 1'- 0 " S L O P E 1 /4'' / 1'-0 " S L O P E SL O P E D I R E C T I O N SL O P E D I R E C T I O N T.O.P 22' - 00" 1/4'' / 1'-0" S L O P E1/4'' / 1'-0" S L O P E 1/4'' / 1'-0" S L O P E 1/4'' / 1'-0" S L O P E 15' - 6" SL O P E D I R E C T I O N SL O P E D I R E C T I O N SL O P E D I R E C T I O N SL O P E D I R E C T I O N THROUGH - OUT 21' - 6" ROOF ACCESS 2' - 7" HVAC EQUPIMENT 7' - 4" HVAC EQUPIMENT 17' - 4"EXAHUST FAN 31' - 10" ROOF DRAIN 59' - 9" ROOF DRAIN 38' - 0" ROOF DRAIN 86' - 2" ROOF DRAIN 12' - 4 3/4" HV A C E Q U I P M E N T 15 ' - 1 1 " EX A H U S T F A N 28 ' - 4 " HV A C E Q U I P M E N T 35 ' - 7 " RO O F A C C E S S 49 ' - 6 " RO O F D R A I N 50 ' - 1 " RO O F D R A I N 1' - 6 " 2' - 3" EQEQEQEQEQEQEQEQEQEQEQEQ 32' - 0" 2' - 6"2' - 6" EQ E Q E Q E Q 8' - 0 " 10632 C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHI T E C T REN. 08/31/23 M A IK E L M.FAR A GA L L A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 1 1 : 3 0 : 2 0 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ C A L I F O R N I A T E M P . r t e M 102 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA MECHANICAL ROOF PLAN KEY NOTES 1 RTU FOR MORE INFO SEE SHEET M002 2 EXHAUST FAN FOR MORE INFO SEE SHEET M002 Revision Schedule Rev Date By Description Scale:3/16" = 1'-0"1 BUILDING ROOF PLAN 1 2 1 11 05/08/2024 C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHI T E C T REN. 08/31/23 M A IK E L M.FAR A GA L L A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 1 1 : 3 0 : 4 9 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ C A L I F O R N I A T E M P . r t e M 201 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA TITLE 24-FORM Revision Schedule Rev Date By Description 05/08/2024 C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHI T E C T REN. 08/31/23 M A IK E L M.FAR A GA L L A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 1 : 3 8 : 3 5 P M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ C A L I F O R N I A T E M P . r t e M 202 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA ENERGY CALCULATIONS Revision Schedule Rev Date By Description 05/08/2024 C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHI T E C T REN. 08/31/23 M A IK E L M.FAR A GA L L A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 1 1 : 3 1 : 5 0 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ C A L I F O R N I A T E M P . r t e M 301 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA MECHANICAL DETAILS Revision Schedule Rev Date By Description 1 SHEET METAL OR FLEXIBLE DUCT AS SPECIFIED ROUND VOLUME DAMPER SEE DETAIL LATERAL TAP MAIN DUCT AIR FL AIR FLOW R=D VENTING BLOCK NO.609 END BREAKING GASKET (TYP. 2) VENTLOCK NO. 638 REGULATOR NO. 635 FOR UNINSULATED DUCT VENTLOCK NO. 607 ENDBREAKING FOR INSULATED DUCT INDICATING HANDLE 3/8" SQUARE ROD 1/4" SET SCREW 1" x 1/8" GALVANIZED STRAPS SPOTWELD TO BLADE 16 GAUGE GALVANIZED STEEL 3/8" SQUARE ROD PLAN SECTION A - A AIR FLOW 2" WIDE SUPPORT STRAP WITH 3'-0" MAX. SPACING 5/16" DIA ALL THREAD SECURED TO STRUCTURE ABOVE ROUND RIGID DUCT (SPIRAL SEAM) 1 1/2" WIDE, 16 GAUGE SUPPORT STRAP 6'-0" MAX. SPACING, WITH WASHERS AND LOCK NUT SUPPORT WIRE SECURED TO STRUCTURE ABOVE ROUND RIGID DUCT (LONGITUDAL SEAM) 1" WIDE, 18 GAUGE SUPPORT STRAP WITH 5'-0" MAX SPACING SUPPORT WIRE SECURED TO STRUCTURE ABOVE FLEX DUCT, 5'-0" MAX. LENGTH SECTIONS SIDE VIEW 45° FINISHED FLOOR FINISHED FLOOR CENTERLINE OF THERMOSTAT 48 " M A X 36 " M I N NOTES: 1. A = 24" MAX 2. B = 34" MAX 3. C = 46" MAX A C B MOUNTING HEIGHT OVER OBSTRUCTION THERMOSTAT MOUNTING NTS ROUND DUCT SUPPORT NTS CIRCULAR DUCT LATERAL TAP WITH VOLUME DAMPER NTS TYPICAL DIFFUSER OR REGISTER FLEXIBLE DUCT SIZE SAME AS DIFFUSER INLET: 5'-0" MAX LENGTH. USE RIGID ELBOWS FOR CHANGE OF DIRECTION GREATER THAN 45° SUPPORT SADDLE FROM STRUCTURE SHEET METAL SADDLE CEILING DIFFUSER MOUNTED IN CEILING NTS DUCT PENETRATION THRU ROOF NTS GENERAL NOTES: ATTACH ROOF CURB TO ROOF STRUCTURE AND PROVIDE BLOCKING AS REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR ROOF OPENING AND CURB DETAIL POCKET LOCK 2x6 CURB FLASHING AND COUNTER FLASHING ROOFING ROOF CURBING BY GENERAL CONTRACTOR DUCT - SEE PLANS FOR SIZES 4x4 CANT STRIP ANGLE DUCT SUPPORT SECURE TO DUCT AND CURB 2 3 5 47 6 RECTANGULAR DUCT SUPPORT NTS DUCT FAN HOUSING SEE MECHANICAL PLAN FOR SIZE AND LOC. OF DUCT LAG SCREW 6" O.C. EA. SIDE AUTOMATIC BACK DRAFT DAMPER 4" HIGH (MIN.) LEVEL ROOF CURB (BY GEN. CONT'R) CANT STRIP AND ROOFING (BY GEN. CONT'R) 1"CLEAR (MIN.) ALL AROUND DUCT CONTINUOUS HANGER STRAP AROUND DUCT 1" WIDE, 18 GA. SUPPORT STRAP w/ 5'-0" MAXIMUM SPACING ALTERNATE ANGLE 90 DEG. FOR SEISMIC RESTRAINT STRUCTURE ABOVE CROSS RUNNER, PROVIDE AS STRAP HANGERSREQUIRED (TYP.) SQUARE OR RECTANGULAR DUCT SQUARE OR RECTANGULAR DUCT SQUARE TO ROUND TRANSITION DUCT TAP SIZE 1-1/2"D X D" VOLUME DAMPER (SEE VD DETAIL) AIR FLOW 6" ROUND DUCT D=DUCT DIAMETER SQUARE TO ROUND BRANCH TAP NTS 8 ROOF CURB NTS 9 ACCOUSTIC LINING NTS 10 DUCT TAPER NTS 11 120° MAX. ON DIVERGING FLOW, 30° MAX. ON CONVERGING FLOW VARIES MOUNTING FRAME (EXTENDS AROUND ENTIRE PERIMETER) VARIES NAILER STRIP BASE BOTTOM SIDE PANEL W/ CURB CAP ROOFING SEE ARCH. DWGS. RIGID INSUL. COUNTER FLASHING CANT STRIP NOTES: 1. FOR NOSING AT DAMPERS, TURNING VANES, ACCESS DOORS, AND EQUIPMENT, SEE ACOUSTIC LINING NOSING DETAIL. 2. LINING EDGES AT TRANSVERSE AND LONGITUDINAL JOINTS SHALL BE COATED AS SPECIFIED 3. EXPOSED ENTERING AND TRAILING EDGES SIMILAR TO ACCESS DOOR DETAIL. SEE ACOUSTIC LINING NOSING DETAIL 4. NOT LESS THAN TWO PINS ON EACH FACE OF DUCT 5. DUCT LINERS REQUIRED ON 1ST 10' HORIZONTAL OR VERTICAL SA OR RA DUCT CONNECTED TO AHU DUCT LINING ALL EDGES OF LINING COATED WITH ADHESIVE MAXIMUM SPACING 16" EACH WAY (TYPICAL)TYPICAL STUD-WELDED PINS AND SPEED CLIP WASHER. SEE DETAIL A NOT MORE THAN 3" FROM EDGES OF LINING 3" SPEED CLIP WASHER PRESSED DOWN TO LINING LINING (THICKNESS AS SPECIFIED) PRESSED DOWN OVER GRIP-PIN ADHESIVE OVER ENTIRE INNER SURFACE OF DUCT WELD-PIN STUD WELDED TO DUCT (PINS FASTENED TO DUCT WITH ADHESIVE NOT APPROVED) DETAIL A FINISHED FLOOR CO2 CO2 SENSORNTS 11 3- 6 F T 05/08/2024 C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHITE C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 9 : 3 4 : 5 9 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ C A L I F O R N I A T E M P . r t e P 001 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA PLUMBING NOTES CAL GREEN NOTES 1. EXISTING CONDITIONS ARE BASED ON LIMTED FIELD VERIFICATIONCONTRACTION SHALL ADJUSTTO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE TENANT 2. ALL CONTRACTORS SHALL REVIEW A COMPLETE SET OF CONTRACTORSHOULD COORDINATE HIS WORK WITHALL OTHER TRADES.THIS INCLUDES COORDINATING THE LOCATION AND SIZEOF ALL OPENINGS, LOCATIONS OF EQUIPMENTpAD,AND CHANGES OF ELEVATIONS 3. CONTRACTOR SHALL FAMILIRIZE HIMSELF WITH DEMOLITION RESPONSIBLETO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLEALL EXISTING AS REQUIRED FOR INSTALLATION/CONSTRUCTION OF NEW WORK 4.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD BERIFICATION OF ALLEXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID.VERUFY LOCATION,ELEVATIONS, AND SIZES OF ALL EXISTING PLUMBING ANDINFORM THE ARCHITECT OF ANY DISCREPANCIES .NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TOCONTRACTIORS FAILURE TO VISIT THE JOBSITE AND/OR PREDETERMINEALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BIDANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECTFOR RESOLUTION NO EXCEPTION 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL UTILITY RUNS, YNDERGROUND AND ABOVE GROUND PIPING AND/OR OTHERIMPROVEMENTS LOCATED ON THE PREMISES. CONTRACTOR SHALL ALSO BERESPONSIBLE FOR ALL COSTS RELATING TO THE RELOCATION OF DAMAGE TOREPAIR OF ANY EXISTING UTILITY RUNS AND /OR IPROVMENTS WHICH AREDAMAGE AS A RESULT OF WORK IN OR AROUND THE PREMISES 6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT SPECIFICATIONS,LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES. NOEXCEPTION 7. IT IS THE CONTRACTORS RESPONSIBILITY TO PREPARE ACCURATE AS-BUILTDRAWINGS DURING CONSTRUCTION AND SUBMIT FOR APPROVAL UPONCOMPLETION OF INSTALLATION 8. CONTRACTOR SHALL FINISH ALL MATERIALS, LABOR, EQUIPMENT,TRASPORATION AND SERVICES REQUIRED FOR COMPLETING THE WORK.ALL MATERIALS AND WORK SHAKLL COMPLY WITH APPLICABLE CODES ANDREGULATIONS AND MEET THE APPROVAL OF STATE & LOCAL JURISDICTION. 9. WATER HEATER SHALL BE CERTIFIED BY THE MANUFACTURER AND MUSTCOMPLY WITH THE EFFICIENCY STANDARDS OF THE CALIFORNIA ENERGYCOMISSION 2022 EDITION 10. ALL HOT WATER PIPING SHALL BE INSULATED WITHARMSTRONG;;ARMAFLEX'' INSULATION SECTION 609.11 OR THE 2022 PLUMBINGCODE AND TABLE 120.3-A SECTION 120.3 OF THE CALIFORNIA CODE 11. CONTRACTOR SHALL VERIFY WATER PRESSURE CONDITIONS AT THEPROJECT SITE. CONTRACTOR SHALL PROVIDE INSTALL A PRESSUREREULATIOR WHERE THE SUPPLY PRESSURE EXCEEDS 80 PSI 12. ALL PIPING SHALL SUPPORTED AT INTERVAL 13. ALL POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS , SUCH AS HOSEBIBS ,AND MOP SINKS ARE TO BE PROVIDED WITH A BACKFLOW/ANTI-SIPHONDEVICE 14. ALL CONCEALED PIPING SHALL BE INSTALLED PER CALIFORNIA PLUMBINGCODE 2022. NO EXCEPTION. 15. LAVATORIES IN PUBLIC RESTROOMS SHALL BE LIMITED TO 0.5 GPM 16. ALL FAUCETS SHALL COMPLY WITH CALIFORNIA PROPOSITION 65 ANDSHALL BE CERTIFIED TO NSF STANDARD 61 SECTION 9 FOR DRIKING WATERCOMPONENTS 17. ALL REQUIRED CLEANOUTS SHALL BE INSTALLED AS PER SEC 707.0 & 719.0OF THE 2022 CALIFORNIA PLUMBING CODE 18. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THEDRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDEDWITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS 19. NEW WATER CLOSET AND ASSOCIATED FLUSHMETER VALVES SHALL BE NOMORE THAN 1.28 GALLONS PER FLUSH AND SHALL MEET THE AMERICANSTANDARDS 20. NEW URINALS AND ASSOCIATED FLUSHMETER VALVES SHALL BE NO MORETHAN 0.125 GALLONS PER FLUSH AND SHALL MEET THE AMERICAN STANDARDS 21. ALL PLUMBING VENTS SHALL TERMINATE NOT LESS THAN 10 FEETOR ATLEAST 3 FEET ABOVE ANY DOOR , OPENING FRESH AIR INTAKE OR VENT SHAFT 22. SLOPE ALL CONDENSATE DRAIN LINES AT 1% AND SLOPE ALL SEWER PIPING2% 23 CONTRACTOR TO PROVIDE THERMOSTATIC MIXING VALVES FOR PUBLIC-USE LAVATORIES TO LIMIT TEMPERATURE TO A MAXIMUM OF 120 DEGREES FAHRENHEIT(CPC 407.3) 24. THIS DOCUMENT IS NOT FOR BID OR CONSTRUCTION UNTIL THE PLAN HASBEEN REVIEWD AND APPROVED BY ALL AUTHORITIES HAVING JURUSDUCATIONAND PERMIT IS OBTAINED NO COMPENSATION WILL BE MADE FOR ADDITIONALWORK DUE TO THE VILATION OF THIS REQUIRMENT25. THIS PROJECT MUST COMPLY WITH THE CALIFORNIA PLUMBING CODE 2022 GENERAL PLUMBING NOTES SHEET INDEX 1 P 001 PLUMBING NOTES PLUMBING SCHEDULESP 002 P 101 P 102 P 103 P 201 P 202 2 3 4 5 6 7 PLUMBING SUPPLY PLAN PLUMBING WASTE & VENT PLAN PLUMBING ISOMETRIC PLAN PLUMBING DETAILS PLUMBING DETAILS PIPING MATERIAL INDIRECT WASTE AND CONDENSATE PIPING TYPE M COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGSAND ADAPTORS FOR SCREWED PIPE CONNECTIONS. THREADED PIPE UNION AND FITTINGS AT FIXTURE CONNECTIONS SHALL BE 85% RED BRASS WITH IPS THREADSALL PIPE JOINTS AT SWEAT FITTINGS SHALL BE MADE WITH 95/5 LEAD FREE SOLDER DOMESTIC WATER PIPING ABOVE& BELOW GRADE SEAMLESS TYPE L COPPER TUBING WITH WROUGHT COPPER FITTING & LEAD-FREE PIPING BELOW FLOOR SHALL BE SOFT TEMPER WITH NO JOINTS SLEEVED INSIDE OF A LARGE PVC PIPE NATUREAL GAS PIPING BELOW GRADE POLYETHYLENE IAPMO APPROVED FOR GAS PIPE, OR SCHEDULE 40 BLACK STEEL WITH APPROPRIATE FITTINGS AND WITH WELDED JOINTS NATUREAL GAS PIPING ABOVE GRADE SCHEDULE 40 BLACK STEEL(ASTM A53, GRADE B) PIPING 2'' & SMALLER SHALL HAVE BLACK MALLEABL IRON 150 # BANDED PATTERN THREADED FITTINGS SEWER,WASTE AND VENT PIPING INSIDE BUILDING ABOVE FLOOR ABS/PVC OR CAST IRON SEWER,WASTE AND VENT PIPING INSIDE BUILDING BELOW FLOOR ABS/PVC OR CAST IRON 1.BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH 2022 CPC SECTIONS 701.0 AND 903.0 2.ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED AND APPROVED LISTING AGENCY 3.TYPE M COPPER TUBING MAY BE USED FOR ABOVE GROUND WATER PIPING INSIDE OR ON THE BUILDIN 4.BLACK STEEL GAS PIPING BELOW GRADE SHALL BE COATED AS REQUIRED FOR SUCH INSTALLATION 5.303.3 Water conserving plumbing fixtures and fittings.Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:5.303.3.1 Water closets. The effective flush volume of allwater closets shall not exceed 1.12 gallons per flush.5.303.3.2.1 Wall-mounted urinals. The effective flushvolume of wall-mounted urinals shall not exceed 0.125gallons per flush.5.303.3.4.1 Nonresidential lavatory faucets. Lavatoryfaucets shall have a maximum flow rate of not morethan 0.5 gallons per minute at 60 psi.5.303.3.4.2 Kitchen faucets. Kitchen faucets shallhave a maximum flow rate of not more than 1.8 gallonsper minute at 60 psi. Kitchen faucets may temporarilyincrease the flow above the maximum rate, but not toexceed 2.2 gallons per minute at 60 psi, and mustdefault to a maximum flow rate of 1.8 gallons per minute at 60 psi.5.303.4.1 Food waste disposers. Disposers shall eithermodulate the use of water to no more than 1 gpm when thedisposer is not in use (not actively grinding food waste/noload) or shall automatically shut off after no more than 10minutes of inactivity. Disposers shall use no more than 8gpm of water.5.303.6 Standards for plumbing fixtures and fittings.Plumbing fixtures and fittings shall be installed in accordancewith the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the CaliforniaPlumbing Code and in Chapter 6 of this code. ABBREVIATION WH WATER HEATER CW COLD WATER HW HOT WATER FW FILTER WATER RHW RETURN HOT WATER BFP BACK FLOW PREVENTER TP TRAP PRIMER S.O.V SHUT OFF VALVE W WASTE GW GREASE WASTE V VENT VTR VENT THROUGH ROOF FCO FLOOR CLEAN OUT CD CONDENSATE DRAIN HB HOSE BIB P.O.C POINT OF CONNECTION SB SAMPLE BOX GI GREASE INTERCEPTOR MAXIMUM FIXTURE FLOW RATES(SECTION) 5.303.2.3 KITCHEN FAUCETS 0.5 GPM @ 60 PSI FIXTURE TYPE MAXIMUM FLOW RATE 1.8 GPM @ 60 PSI LAVATORY FAUCETS NONRESIDENTIAL METERING FAUCETS 0.20 GALLONS/CYLCE WATER CLOSETS 1.12 GALLONS/FLUSH MAX 0.125 GALLONS/FLUSHURINALS MAX 0.5 GALLONS/FLUSH WALL MOUNTED FLOOR MOUNTED Revision Schedule Rev Date By Description P 2038 PLUMBING DETAILS P 2049 PLUMBING DETAILS PLUMBING FIXTURE SCHEDULE - "P" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS X1000 2 WALL HYDRANT - CLOSE COUPLED GC GC MANUF: WOODFORD, MODEL: 74 DRAIN 10294 9 DRAIN - FLOOR SINK SQUARE - 12IN 305MM SB GC MANUF: ZURN LIGHT COMMERCIAL, MODEL: FD2375-NH3 10630 2 DRAIN - FLOOR SINK ROUND - 9IN 230MM GC GC LOCALLY SOURCED. WITHOUT FUNNEL. 10726 9 DRAIN - GRATE HALF SQUARE - 12IN 305MM SB GC MANUF: ZURN, MODEL: SUFFIX-2 HALF GRATE FAUCET 10152 2 FAUCET - DOUBLE LABORATORY WITH BENT RISER SPOUT SB GC MANUF: ZURN MODEL: Z826S1-XL 10153 5 FAUCET - WATER TOWER - 12IN 305MM SB GC MANUF: CHG , MODEL: KL26-5012-SP 10215 2 FAUCET - DOUBLE LABORATORY WITH SWING SPOUT SB GC MAUNF: ZURN , MODEL: Z826F1-XL 10447 1 FAUCET - PRE RINSE SPRAYER WALL MOUNTED SB GC MANUF: ENCORE , 10597 1 FAUCET - SINGLE HANDLE SB GC MANUF: ZURN , MODEL: Z7440-XL 10804 1 FAUCET - PRE RINSE SWING SPOUT SB GC MANUF: ENCORE , MODEL:KL55-7012-SE4 10922 1 FAUCET - MOP SINK WALL MOUNTED SB GC MNAUF: ZURN , MODEL: Z843M1 10943 1 FAUCET - SINGLE LABORATORY WITH SWING SPOUT SB GC MANUF: ZURN , MODEL:Z825F1-XL 11003 3 FAUCET - METERED SB GC MANUF: CHICAGO FAUCETS , MODEL:333-665PSHABCP 13588 1 FAUCET - HAND SINK WALL MOUNTED SB GC MANUF: ENCORE, MODEL:KL45-4000-SC4 21352 2 FAUCET - RESTROOM WITH MOTION SENSOR SB GC MANUF: ZURN, MODEL: Z6955-XL-S 22642 4 FAUCET - INSTANTHOT SYSTEM 2 BUTTON WITH BOILER AND BRACKET SB GC KIT INCLUDES FONT, UNDERCOUNTER BOILER AND BOILER BRACKET FOR SIDE PANEL MOUNTING. BRACKET CAN BE FLOOR MOUNTED USING SET OF (4) STAINLESS STEEL LEGS, ORDERED SEPARATELY THROUGH VENDOR. FILTER 12501 1 FILTER - RO SYSTEM 600GPD VD GC MANUF: EVERPURE, MODEL: MRS-600HE-II 12507 1 FILTER - RO SYSTEM STORAGE TANK RO40 VD GC MANUF: EVERPURE, MODEL: DEV311572 ROMATE 40 12896 1 FILTER - BRINE TANK VD GC MANUF: BRINE TANK 12899 2 FILTER - POLY GLASS VESSEL VD GC 13076 1 FILTER - PREFILTRATION SYSTEM VD GC MANUF: EVERPURE, MODEL:EV9795-90 13082 1 FILTER - WATER SOFTENER TWIN VD GC MANUF: EVERPURE, MODEL: 9100SXT/HYBRID SINK 10116 2 SINK - RESTROOM WALL MOUNTED SB GC MANUF: KOHLER, MODEL: K-2005-R 10549 2 SINK - RINSE DROP IN SST - 12X20IN 305X510MM SB GC MANUF: ELKAY, MODEL: CUSTOM 10995 1 SINK - MOP - 24X24IN 610X610MM SB GC MANUF: ZURN, MODEL: Z1996-24 13264 1 SINK - 3 COMP WORK SST - 93IN 2350MM 14688 1 SINK - HAND WITH SIDE SPLASH WALL MOUNTED SST SB GC MANUF: ENCORE, MODEL: 18743 1 SINK - WATER FILLING STATION - 36X24IN 915X610MM SB GC MANUF: EMI INDUSTRIES 22630 1 SINK - RINSE DROP IN - 27X26IN 685X670MM SB GC MANUF: ELKAY 22768 3 SINK - COUNTERTOP RINSER WITH WATER TOWER - 26X9IN 660X235MM SB GC MANUF: ELKAY TOILET 22556 1 URINAL MANUAL FLUSH GC GC MANUF: FERGUSON 22558 5 TOILET - TANKLESS AUTOMATIC SINGLE FLUSH GC GC MANUF: FERGUSON WATER HEATER 22226 1 WATER HEATER TANK ELECTRIC VD GC MANUF: BRADFORD WHITE 05/08/2024 C-36004 S TATEOF CA L I F O R NIA LIC ENSEDARCHIT E C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 1/ 2 3 / 2 0 2 4 4 : 1 5 : 5 6 P M C : \ U s e r s \ u r b a n \ O n e D r i v e \ D e s k t o p \ E Z Z A T \ D u a r t e \ D u a r t e & B a l d w i n - M P S e t . r t e P 002 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 - 7 5 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA PLUMBING SCHEDULES WATER CLOSET,FLUSH VALVE FIXTURE TUPE QTY FU(CW)DFU TOTAL 3 5 0 8 0 4 12 LAVATORY 2 1 1 2 2 1 2 HAND SINK 2 1.5 3 3 2 4 3 2 1 1 1 1 6 11 1.5 1.5 1.5 0.5 0 3 2.5 0 3 0 2 6 4 2 3 3 2 0 22 RINSER SINK DROP SINK WATER FILLING STATION 3 COMP SINK MOP SINK DISHWASHER ESPRESSO/ICE MAKER FLOOR DRAIN/SINK 1.5 3 3 1.5 0 1.5 1.5 0 3 3 0 0 4.5 3 3 3 1.51.5 3 3 01.5 0 2 2 2 3 3 2 0 WATER SUPPLY FIXTURE UNIT DRAINAGE FIXTURE UNIT CALCULATIONS FIXTURE TYPE QTY HOT WATER DEMAND(GPH)TOTAL HOT WATER (GPH) HAND SINK LAVATORY 3 COMP SINK DROP SINK WATER FILLING STATION PITCHER RINSER SINK MOP SINK 2 2 1 2 1 1 1 5 5 42 5 5 5 15 10 10 42 10 5 5 15 TOTAL HOT WATER (GPH) WATER HEATER STORAGE CAPACITY/SIZING GPH MAX DEMAND 97 DEMAND FACTOR 0.6 GPH MAX DEMAND 58.2 STORAGE FACTOR 0.7 MINIMUM STORAGE CAPACITY IN GALLON 40.74 MINIMUM BTUH REQUIRED 57036 TEMPERATURE DIFFERENCE (∆T)(°F)100 WATER HEATER CALCULATION COPPER TYPE L PIPE SIZING CHART PIPE SIZE COLD WATER HOT WATER TANK FU F.V.FU GPM TANK FU GPH 1-1/2'' 1/2'' 3/4'' 1'' 1-1/4'' 2'' 2-1/2'' 3'' 3-1/2'' 2 8 21 46 99 254 455 719 1091 1091 666 329 132 33 43 27 15 7 3 76 115 165 220 2 3 8 7 16 12 28 19 46 119 245 406 585 27 48 74 105 140 69 97 Revision Schedule Rev Date By Description 1 01-23-2024 AZ 1st round comments 1 21.5 1.5 1.51.5 2PITCHER RINSE SINK URINAL 1 4 0 4 0 22 TOTAL FIXTURE UNITS TOTAL SYSTEM GPM 58 FU(HW)TOTAL (CWFU)TOTAL (HWFU) - - - 10 NOTE: THIS TABLE BASED ON CHART 105.1(1) OF APPENDIX (A) IN THE CALIFORNIA PLUMBING CODE. COLD WATER TYPICAL WATER CALCULATIONS STREET PRESSURE 70 PSI METER SIZE EXISTING 2" METER PIPE MATERIAL TYPE "L" COPPER COLD WATER MAX. VEL 8 FPS HOT WATER MAX. VEL 5 FPS 1. 1.5" METER LOSS, PSI 1.4 2. 15FT STATIC LOSS, PSI 3. MINIMUM PRESURE REQUIRED, PSI 4. BACKFLOW PREVENTER, PSI 6. WATER PRESSURE (MIN) , PSI 7. PRESSURE AVAILABLE FOR FRICTION, PSI 8. ACTUAL LENGTH OF SYSTEM, FT 9. AVERAGE PRESSURE DROP, PSI/100FT 10. AVERAGE PRESSURE DROP, PSI/100FT NOTE: IF STREET PRESSURE EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE IS TO BE INSTALLED TO REDUCE THE PRESSURE TO 80 PSI. 9 30 15 55.4 70 14.6.8 175 227.5 5. TOTAL LOSSES , PSI (1 THRU 5) 6.2 MINIMUM K.W REQUIRED 17 05/08/2024 KEYED NOTES 1 3/4'' CW & HW 2 1-1/2'' CW TO WC PROVIDE WATER HAMMER ARRESTOR 3 (N) ELCTRIC WATER HEATER MANUF./MODEL: BRADFORD WHITE /E32-50S-3-18KW 4 BACKFLOW PREVENTER CONFOR TO ASSE 1022 5 3/4 CW TO DISHWASHER 6 P.O.C(E) 2''CW CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD BEFORE BID 7 PROVIDE A TRAP PRIMER FOR FLOOR DRAINS 8 PROVIDE 3/4"CW TO TRASH ENCLOSURE HOSE BIB 1" ø F W 3/ 4 " ø F W 3/ 4 " ø H W 3/ 4 " ø F W 1"ø FW1"ø FW 1"ø HW 1 1 / 4 " ø H W 1" ø F W 1 1 / 2 " ø C W 3/ 4 " ø H W 1" ø C W 3/4"ø CW1"ø FW 3/ 4 " ø F W 1"ø CW 1"ø CW 1 1 / 2 " ø C W 1 1 / 2 " ø C W 3/4"ø CW 2" ø C W 1 1/2"ø CW 1 1/2"ø CW 1" ø H W 2"ø CW 1 1/2"ø CW 2"ø CW 1"ø HW 1/ 2 " T . P 1/2 " T .P 1/2 " T.P 8 7 7 3/4"ø CW 1" ø H W 3/4"ø CW C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHI T E C T REN. 08/31/23 M A IK E L M.FAR A GA L L A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 2/ 7 / 2 0 2 4 1 2 : 5 5 : 2 6 P M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ D u a r t e & B a l d w i n - M P S e t _ 0 1 - 2 8 - 2 0 2 4 . r t e P 101 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA PLUMBING SUPPLY PLAN Revision Schedule Rev Date By Description 1 01-23-24 AZ 1st round comments Scale:3/16" = 1'-0"1 WATER SUPPLY SYSTEM 1 1 1 1 1 1 2 2 2 22 3 4 4 444 5 6 (N) ELECTRIC WATER HEATER 8 05/08/2024 KEYED NOTES 1 P.O.C(E) 4''W CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD BEFORE BID 2 INDIRECT WASTE FROM EQUIPMENT TO FLOOR SINK 3 3''VENT THROW ROOF 4 3/4'' CONDENSATE DRAIN INDIRECT TO FLOOR SINK 5 (N) SCHIER GB-75 GREASE INTERCEPTOR WITH SV-24 SAMPLE BOX 6 4" FIRE RISER LOCATION 7 LOCATION OF ROOF DRAIN ON ROOF 2"ø V 4"ø GW 4"ø W 4" ø G W 4" ø W 2"ø V 2" ø W 2"ø W 4" ø W 2"ø V2"ø V 2" ø V 4" ø W 4" ø W 2" ø W 4" ø W 2" ø W 4"ø W4"ø W 2" ø V 4"ø W 2" ø V 2"ø V 2" ø G W 2" ø G W 2" ø V 2"ø V 4"ø GW 2"ø V 2" ø V 2" ø G W 3/4"CD 3/ 4 " C D 3/ 4 " C D 3/ 4 " C D 3/ 4 " C D 3/4"CD 3/ 4 " C D 4" ø G W 4" ø W 4"ø FW 4" ø F W 4"ø FW 4"ø FW4"ø FW4" ø F W 2"ø V 4"ø GW 4"ø W4"ø W4"ø W 2" ø W 4"ø W FUTURE STATION2"ø W2" ø W 2" ø W 2" ø W 4"ø W2"ø W2"ø V2"ø WC-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHITE C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 3/ 2 8 / 2 0 2 4 1 0 : 4 6 : 0 7 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ D u a r t e & B a l d w i n - M P S e t _ 0 1 - 2 8 - 2 0 2 4 . r t e P 102 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA PLUMBING WASTE &VENT PLAN Revision Schedule Rev Date By Description 1 01-23-24 AZ 1st round comments 2 03-28-24 FA 2nd round building Comments Scale:3/16" = 1'-0"1 DRAIN SYSTEM 1 5 2 22 3 3 4 4 4 6 2 2 7 77 7 7 05/08/2024 2 "ø V 2 "ø V 2"ø V 2 "ø W 2"ø W 2"ø W 2"ø W 2 "ø V 4"ø G W 2"ø G W 2"ø G W 2"ø V 2 "ø V 4 "ø G W2" V 2" V 2" V 2" V 2" V 2" V 2" V 2" V 2" V 3/4"CD 3/4"CD 3 /4 "C D 3 /4 "C D 2 "ø V4"ø W 4 "ø G W 2" ø V 4 "ø W 4 "ø W 4 "ø G W 2"ø W 2"ø W 4 "ø W 4 "ø W 4 "ø G W 1 1/2"ø C W 1 1 / 2 " ø C W 3/4"ø C W2"ø C W 1 1 / 2 " ø C W 1 1 / 2 " ø C W 2"ø C W 3/ 4 " ø H W 1"ø C W 1"ø H W 1"ø F W 3 /4 "ø H W3/4 "ø H W3/4 "ø F W3/4 "ø H W 3/ 4 " ø C W 3/ 4 " ø C W 1" ø F W 1" ø C W 3/4"ø C W 2"ø C W 1 1 / 2 " ø C W 3/ 4 " ø C W C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHI T E C T REN. 08/31/23 M A IK E L M.FAR A GA L L A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR. SUITE: 203 TEMECULA, CA92590 (714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 3/ 2 8 / 2 0 2 4 1 0 : 4 7 : 1 4 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V IT \ D u a r t e & B a l d w i n - M P S e t _ 0 1 - 2 8 - 2 0 2 4 . r t e P 103 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA PLUMBING ISOMETRIC Revision Schedule Rev Date By Description 2 03-28-24 FA 2nd round building Comments Scale:1 DRAIN SYSTEM ISOMETRIC Scale:2 WATER SUPPLY ISOMETRIC 2 05/08/2024 C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHITE C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 9 : 3 5 : 1 3 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ C A L I F O R N I A T E M P . r t e P 201 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA PLUMBING DETAILS Revision Schedule Rev Date By Description CRAFT BAR CASEWORK DETAIL 2' - 5 1 / 2 " 6' - 10" DRAIN LINES FROM DRAIN TRAY AND UNDERCOUNTER NITRO REFRIGERATOR; SEPARATE, INDIRECT TERMINATION AT FLOOR SINK INDIRECT DRAIN LINE FROM ICE BIN TO FLOOR SINK NON-FILTERED COLD WATER SUPPLY FOR RINSE FAUCET HOT AND NON-FILTERED COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (100MM) EITHER SIDE OF WASTE LINE INDIRECT DRAIN LINE FROM ICE BIN TO FLOOR SINK FILTERED COLD WATER SUPPLY FOR WATER TOWER FAUCET SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE 12' - 8" FILTERED COLD WATER SUPPLY FOR BREWER WITH SHUT-OFF IN CABINET AT 24" (610MM) A.F.F. DIRECT DRAIN LINE FROM SINK. ROUGH-IN SINK WASTE STUB AT 15 1/2" (395MM) A.F.F. AND CENTERLINE OF SINK. HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (100MM) EITHER SIDE OF WASTE LINE. 7 1/2" 8' - 9" CRAFT BAR CASEWORK DETAIL DIRECT DRAIN LINE FROM SINK. ROUGH-IN SINK WASTE STUB AT 15 1/2" (394MM) A.F.F. AND CENTERLINE OF SINK TEMPERED HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (102MM) EITHER SIDE OF WASTE LINE. 7 1/2" 1' - 3" CRAFT BAR CASEWORK DETAIL 11' - 7" UNDERCOUNTER REFRIGERATOR (TYP. 1 OF 2) ABOVE COUNTER ICE BIN (TYP. 1 OF 2) INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN ABOVE TO FLOOR SINK SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE FILTERED COLD WATER SUPPLY FOR ESPRESSO MACHINES FILTERED COLD WATER SUPPLY FOR WATER TOWER DISPENSER (TYP. 1 OF 2)) FILTERED COLD WATER SUPPLY FOR INSTANT HOT/COLD WATER FONT(TYP. 1 OF 2) NON-FILTERED COLD WATER SUPPLY FOR METERED SPOON RINSER (TYP. 1 OF 2) NON-FILTERED COLD WATER SUPPLY FOR PITCHER RINSER (TYP. 1 OF 2) RINSER SINK (TYP. 1 OF 2) 2' - 1 0 1 / 2 " 6' - 11" UNDER COUNTER ICE BIN ABOVE INDIRECT DRAIN LINES FROM ESPRESSO MACHINES TO FLOOR SINK 7"X3" (180MMX75MM) STUB-UP PENETRATION AREA. SEE BUILDING FLOOR PENETRATION PLAN FOR FINAL LOCATION. INSTALL SHUT-OFF VALVES BETWEEN STUB-UPS AND EQUIPMENT. INDIRECT DRAIN LINES FROM RINSER SINKS TO FLOOR SINK UNDERCOUNTER BOILER FOR INSTANT HOT WATER FONT (TYP 1 OF 2) SUPPORT LEG (TYP.) ICE BIN ABOVE INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN ABOVE TO FLOOR SINK UNDERCOUNTER CABINET UNDERCOUNTER REFRIGERATOR (TYP. 1 OF 2) CRAFT BAR CASEWORK DETAIL FILTERED COLD WATER SUPPLY FOR UNDERCOUNTER INSTANT HOT WATER BOILER(TYP. 1 OF 2) 3' - 9" WORKSTATION TO UTILIZE SAME FLOOR SINK AS ESPRESSO BAR. SEE BUILDING FLOOR PENETRATION PLAN FOR SHARED LOCATION. DRAIN LINES FROM DRAIN TRAY AND UNDERCOUNTER REFRIGERATOR; SEPARATE, INDIRECT TERMINATION AT FLOOR SINK CRAFT BAR CASEWORK DETAIL 4/ 1 2 / 2 0 2 3 9 : 3 9 : 3 7 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E F \ D u a r t e & B a l d w i n - 4 - 1 2 - 2 0 2 3 . r v t NOT USED Scale: 3/4" = 1'-0" 2CBE 13-02 PLUMBING Scale: 3/4" = 1'-0" 5BRW 03-02 PLUMBING Scale: 3/4" = 1'-0" 6ADD 03-01 PLUMBING Scale: 3/4" = 1'-0" 7ESP 10-01 PLUMBING Scale: 3/4" = 1'-0" 3NIT 09-03 PLUMBING ICE BIN ABOVE SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE UNDER COUNTER ABOVE COUNTER INDIRECT DRAIN LINE FROM ESPRESSO MACHINE TO FLOOR SINK UNDERCOUNTER CABINET UNDERCOUNTER BOILER FOR INSTANT HOT WATER FONT INDIRECT DRAIN LINE FROM RINSER SINK TO FLOOR SINK UNDERCOUNTER REFRIGERATOR INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN ABOVE TO FLOOR SINK FILTERED COLD WATER SUPPLY FOR ESPRESSO MACHINE FILTERED COLD WATER SUPPLY FOR WATER TOWER DISPENSER FILTERED COLD WATER SUPPLY FOR INSTANT HOT/COLD WATER FONT NON-FILTERED COLD WATER SUPPLY FOR METERED SPOON RINSER NON-FILTERED COLD WATER SUPPLY FOR PITCHER RINSER RINSER SINK UNDERCOUNTER CABINET UNDERCOUNTER REFRIGERATOR ICE BIN 2' - 1 0 1 / 2 " 7"X3" (180MMX75MM) STUB-UP PENETRATION AREA. SEE BUILDING FLOOR PENETRATION PLAN FOR FINAL LOCATION. INSTALL SHUT-OFF VALVES BETWEEN STUB-UPS AND EQUIPMENT. 10" CRAFT BAR CASEWORK DETAIL 5' - 9" FILTERED COLD WATER SUPPLY FOR UNDERCOUNTER INSTANT HOT WATER BOILER INDICATES FUTURE EQUIPMENT FOR FUTURE USE Scale: 3/4" = 1'-0" 09ESP 09-03 PLUMBING 05/08/2024 C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHITE C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 9 : 3 5 : 1 3 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ C A L I F O R N I A T E M P . r t e P 202 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA PLUMBING DETAILS Revision Schedule Rev Date By Description CONFIGURATION III WATER FILTRATION SYSTEM. SEE CONFIGURATION III, RO AND SOFTENER DETAIL FOR MORE INFORMATION. RO STORAGE TANK FRP ENCLOSED BA C K E R 4' - 2 " ( 1 2 7 0 M M ) 2' - 6 " ( 7 6 5 M M ) NOTE:1. KEEP CLEAR AT BACKWALL FOR CHEMICAL DISPENSING SYSTEM COMPONENTS, TO BE INSTALLED BY SYSTEM VENDOR. REFER TOPOSTED INSTALLATION GUIDELINES FOR MORE INFORMATION. 2' - 0 " ( 6 1 0 M M ) HOT WATER TANK. SEE SPECIFICATIONS AND HOT WATER TANKDETAIL FOR MORE INFORMATION. PROVIDE MOISTURE-RESISTANT BACKING BEHIND WALL FINISH AT THIS AREA. REFER TO ITEM SPECIFICATIONS FOR PLUMBING SCOPE; COORDINATE INSTALL WITH FILTER VENDOR. MMOOPP HHOOLLDDEERR 3' - 0 " ( 9 1 5 M M ) 5' - 0 " ( 1 5 2 5 M M ) HOT AND COLD WATER SUPPLY FOR FAUCET SEE NOTE 1 BELOW HOSE CLIP MOP SINK SEE NOTE 1 BELOW 2' - 0" (610MM) 10' - 4" (1830MM) MIN. FILTERED COLD WATER SUPPLY FOR ICE MACHINE INDIRECT DRAIN LINE FROM ICE MACHINE TO FLOOR DRAIN SEE PLUMBING PLAN FOR FINAL FLOOR DRAIN LOCATION AND TYPE .6" (152MM) MIN.CLEAR TO BACK WALL 6" (150MM) MIN.CLEAR . Plan View KEEP CLEAR FOR WALL MOUNTED CHEMICAL DISPENSING SYSTEM, TO BE INSTALLED BY SYSTEM VENDOR. PROVIDE BACKING BEHIND WALL FINISH FOR EQUIPMENT MOUNTING. REFER TO POSTED INSTALLATION GUIDELINES FOR MORE INFORMATION. Elevation View COMPARTMENT SINK DISHWASHER DRAIN LINE FROM SINK TO WASTE LINE IN WALL OR TO FLOOR DRAIN SOFTENED HOT AND NON-FILTERED COLD WATER FOR SINK FAUCET BACK WALL INDIRECT DRAIN LINE FROM DISHWASHER TO NEAREST FLOOR DRAIN OR MOP SINK. WATER FOR DISHWASHER WITH SHUT-OFF UNDER SINK AT 18" (460MM) AFF. LINE LENGTH MUST ALLOW EASE OF MOVEMENT. VERIFY WATER REQUIREMENTS FOR TYPE OF DISHWASHER (HOT/COLD/SOFTENED). SEE WATER SUPPLY DRAWINGS FOR WATER LINE. IF ADVANSYS DISHWASHER, INCLUDE PRESSURE REDUCING VALVE. PRESSURE GAUGE (SET TO 20 PSIG +/- 5 PSI), LINE STRAINER AND SHOCK ARRESTOR. DRAIN LINE FROM DISHWARE DRYING RACKS TO SINK BOWL SEE PLUMBING PLAN FOR FINAL FLOOR DRAIN LOCATION. FLOOR DRAIN OPTIONAL. WIRE RACK DISHWARE DRYING RACKS WITH DRAIN LINE TO SINK BOWL 3/4" PLYWOOD BACKER BOARD BEHIND WALL FINISH. FASTEN TO STRUCTURE BEYOND. ALIGN NOTE:FOR COORDINATION ONLY. SEE FURNITURE, FIXTURES, AND EQUIPMENT PLAN FOR EQUIPMENT LOCATIONS. PROVIDE BACKING BEHIND WALL FINISH AS REQUIRED FOR WALL MOUNTED EQUIPMENT. REFER TO ITEM SPECIFICATIONS FOR MORE INFORMATION. PRE-WASH STATION (1 2 2 0 M M ) 4' - 0 " (3 5 5 M M ) 1' - 2 " (1 3 7 0 M M ) 4' - 6 " (1 1 9 5 M M ) 3' - 1 1 " (9 6 5 M M ) 3' - 2 " 11' - 4" (3455MM) (80MM)3 1/4" HOT WATER TO DISHWASHER(IF OTHER THAN HOBART ADVANSYS UNIT), BAR SINKS, MOP SINK AND COMPARTMENT SINK. 1" (25MM) HOT WATER OUTLET TEMPERED HOT WATER TO HAND SINKS UNION (TYP.) TEMPERATURE MIXING VALVES HOT WATER TANK (SEE SPECIFICATIONS & HOT WATER TANK DETAIL FOR FURTHER INSTALLATION REQUIREMENTS) STRAP UNITS PER LOCAL REQUIREMENTS PAN AND DRAIN LINE FOR MAINTENANCE NOTES:1. ALL COMPONENTS DRAWN IN BOLD ARE GC RESPONSIBILITY.2. ALL PIPING SHALL BE COPPER EXCEPT PEX TYPE PIPING WHICH IS ACCEPTABLE BETWEEN FILTER SYSTEM COMPONENTS AND ADVANSYSDISHWASHER WHERE ALLOWED BY CODE.3. COORDINATE WITH ELECTRICAL CONTRACTOR FOR RECEPTACLES. EXPANSION TANK BRASS CHECK VALVE 1" (25MM) CONCEALEDCOPPER PIPING (TYP.) OPEN CEILING ABOVE WATER HEATER PER LOCAL CODE IF CONFIGURATION II OR III, SOFTENED COLD WATER TO DISHWASHER(IF HOBART ADVANSYS UNIT). SEE NOTE 2 BELOW. BOOSTER PUMP AND GFCI 120V RECEPTACLE IF REQUIRED FL O W 3' - 0" (915MM) DI R E C T I O N 9' - 0 " ( 2 7 4 5 M M ) A. F . F . (3 0 5 M M ) 1' - 0 " (6 1 0 M M ) 2' - 0 " (6 1 0 M M ) 2' - 0 " (1 7 8 0 M M ) 5' - 1 0 " MOP SINK OPEN CEILING ABOVE WATER HEATER PER LOCAL CODE STRAP UNITS PER LOCAL CODE REQUIREMENTS WATER HEATER PAN AND DRAIN FOR MAINTENANCE MOP HOLDER WIRE RACK CHEMICAL DISPENSING SYSTEM COMPONENTS, TO BE INSTALLED BY SYSTEM VENDOR. REFER TO POSTED INSTALLATION GUIDELINES FOR MORE INFORMATION. HOT AND COLD WATER SUPPLY FOR MOP FAUCET HOSE CLIP FRP ENCLOSED FILTERED COLD WATER SUPPLY FOR WATER TOWER FAUCET FILTERED COLD WATER SUPPLY FOR INSTANT HOT/COLD WATER FONT NON-FILTEREDHOT AND COLD WATER SUPPLY FOR SINK FAUCET ABOVE COUNTERTOP AT FLOOR LEVEL INDIRECT LINE FROM PREP SINK TO FLOOR SINK FILTERED COLD WATER SUPPLY FOR UNDERCOUNTER INSTANT HOT WATER BOILER SHELVING ABOVE Scale: 1/2" = 1'-0" 1CONFIGURATION III Scale: 3/4" = 1'-0" 2ICE MACHINE - PLUMBING Scale: 3/4" = 1'-0" 3SANITIZING (GENERIC) - PLUMBING Scale: 3/4" = 1'-0" 4WATER HEATER TANK - PLUMBING Scale: 3/4" = 1'-0" 5MOP SINK (STACKED) - PLUMBING Scale: 3/4" = 1'-0" 6WATER FILLING STATION - PLUMBING 05/08/2024 C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHITE C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 9 : 3 5 : 1 3 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ C A L I F O R N I A T E M P . r t e P 203 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA PLUMBING DETAILS Revision Schedule Rev Date By Description MOP SINK NOTES:1. ALL COMPONENTS DRAWN IN BOLD ARE GC RESPONSIBILITY. GC TO COORDINATE INSTALLATION OF ALL OTHER COMPONENTS SHOWN WITH FILTER VENDOR.2. ALL PIPING SHALL BE COPPER EXCEPT PEX TYPE PIPING WHICH IS ACCEPTABLE BETWEEN FILTER SYSTEM COMPONENTS AND ADVANSYS DISHWASHER WHERE ALLOWED BY CODE.3. COORDINATE WITH ELECTRICAL CONTRACTOR FOR RECEPTACLES.4. PROVIDE WATER SOFTENER INDIRECT DRAIN TO SINK, INSTALLED PER CODE. (CONFIRM REQUIREMENTS WITH SOFTENER EQUIPMENT CUTSHEETS IN ITEM SPECIFICATIONS).5. IN MUNICIPALITIES WITH BRINE RESTRICTIONS, REFER TO THE WATER SYSTEM CONFIGURATIONS APPENDIX UNDER ITEM SPECIFICATIONS FOR WATER SOFTENER EXCHANGE TANK SCHEMATIC.6. COMPONENTS ARE TO BE POSITIONED TO MAXIMIZE ACCESS FOR REGULAR SERVICING. PRE-FILTER, BYPASS VALVES, AND SOFTENER TANKS MUST BE INSTALLED 72" (1828MM) AFF OR LOWER. (200MM)8" (150MM)6" (130MM)5" OUT 75 " ( 7 9 0 5 M M ) 5' - 0 " ( 1 5 2 5 M M ) 5' - 9 " ( 1 7 5 0 M M ) OUT RO STORAGE TANK 1/2" (15MM) FIP (FEMALE INTERNATIONAL PIPE THREAD FITTING)(TYP. 1 OF 2) GFCI 120V QUAD RECEPTACLE FOR FILTER SYSTEM 78" (1980MM) A.F.F. (NOTE 3) RO CONTROL SYSTEM (NOTE 5) 1/2" (15MM) 1" (25MM) BYPASS 1/2" (15MM) 1/2" (15MM) FIP 3/4" (20MM) 1/2" (15MM) CHROME ESCUTCHEONS (TYP.) 1/2" (15MM) BRASS THREADED BALL SHUT-OFF VALVE (TYP.) MAX 72" (1830MM) A.F.F. UNION (TYP.) 1/2" (15MM) FILTERED COLD WATER TO ICE MACHINE POINT OF USE FILTER LOCATED AT ICE MACHINE FILTERED COLD WATER TO FIXTURES (ESPRESSO MACHINES, BREWERS, HOT TAP, WATER TOWER FAUCET) CITY WATER IN TO NON FILTERED FIXTURES (TOILETS, HAND SINKS, DIPPER WELLS, BLENDER PITCHER RINSERS, IN-COUNTER RINSERS, BAR SINKS, HOSE BIBBS) 3/4" (20MM) 3/4" (20MM) FIP (FEMALE INTERNATIONAL PIPE THREAD FITTING) (TYP. 1 OF 2 TO SOFTENER) GFCI 120V RECEPTACLE FOR FILTER SYSTEM AT 54" (1372MM) A.F.F. (SEE NOTE 3) IN BRINE TANK (FRONT) WATER SOFTENER HEAD AND TANKS (BEHIND) IN IN TO HOT WATER TANK PLUMBING ABOVE. SEE HOT WATER TANKDETAIL FOR MORE INORMATION DRAIN LINE FROM HOT WATER TANK PAN ABOVE 1' - 0" (305MM) FLOW DIRECTION 3" (75MM) Scale: 1" = 1'-0" 1CONFIGURATION III, RO AND SOFTENER WATER FILTRATION NOT USED NOT USED 05/08/2024 JOSAM 56000 SERIES KILEENATRON CLEANOUT WITH-LEVELEZE ADJUSTABLE OR APPROVED EQUAL FINISHED FLOOR GASKET CLEANOUT BOLT OR SCREW TO STRUCTURE ROOFING LEAD FLASHING COUNTERFLASHING CAP CAULK WITH ROOF MASTIC WATER PROOF PERMASEAL STRUCTURAL MEMBER BALL VALVE CONNECTION TO FLOOR DRAIN TRAP C-36004 S T ATEOF CA L I F O RNIA LICE N S E D A RCHITE C T REN. 08/31/23 MAIK E L M.FAR A GA LL A SHEET NUMBER: SHEET TITLE: SCALE: AS SHOWN STORE #: PROJECT #: PR O J E C T N A M E : PR O J E C T A D D R E S S : C 2020 STARBUCKS COFFEE COMPANY R ISSUE DATE: 2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134(206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION: i2020.10.23 STARBUCKS R DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 43180 BUSINEES PARK DR.SUITE: 203TEMECULA, CA92590(714)331-6114 info@urbandwellarchitects.com ADDRESS: PHONE: EMAIL: 4/ 1 2 / 2 0 2 3 1 0 : 0 9 : 1 1 A M C: \ U s e r s \ U D A 1 \ D e s k t o p \ U D A \ P R O J E C T S \ S B U X \ d u a r t e \ R E V I T \ C A L I F O R N I A T E M P . r t e P 204 01549-083 04-12-2023 DU A R T E & B A L D W I N 74 7 W . D U A R T E R O A D A R C A D I A , CA 9 1 0 0 7 -75 2 1 #537 KARINA LAGACE FARHA ASHRAF MAIKEL FARAGALLA PLUMBING DETAILS Scale:1" = 1'-0"1 FLOOR CLEAN OUT DETAIL Scale:1" = 1'-0"2 PIPE THRU ROOF PENTERATION DETAIL Scale:1 1/2" = 1'-0"3 TRAP PRIMER DETAIL Scale:3/4" = 1'-0"5 FLOOR SINK DETAIL 2x INLET PIPE DIM AIR GAP FLOOR SLAP ABS DOME STRAINER CAST IRON ENAMEL COATED BODY INDIRECT WASTE LINE Revision Schedule Rev Date By Description 362S125-43 MTL STUDS @ 16" O.C. #10 SELF TAPPING SCREW, STRAP TO STUD WATER HEATER MIN. 22 GUAGE X 3/4" WIDE METAL STRAP - STRAPS TO BE INSTALLED WITHIN THE TOP 1/3 OF THE WATER HEATE ANDTHE BOTTOM 1/3. STRAPS TO BE WRAPPED AROUND HEATER. - LOWER STRAP TO BE INSTALLED A MINIMUM OF 4" ABOVE THE CONTRO UNIT. WATER HEATER STRAPPING6 20 GA., GALV. SHEET METAL-REINFORCED PAN. 4" HIGH3" CLEAR ALL SIDES WH WATER HEATER DRAIN SHELF SUPPORT BYGENERAL CONTRACTOR EXPANSION TANKHUNG FROM CEILING 3/4" RELIEF VALVE-DISCHARGE IN M.S. S.O.V. ON WALL5'-0" ABOVE FINISHED FLOOR 1-1/4" CW.SUPPLY DOWNFROM ABOVECEILING 1" HW SUPPLY UP TO ABOVE CEILING P&T RELIEF VALVE (2) SEISMIC RESTRAINTBRACKETS SECURED TO WALL1/3 FROM TOP, 1/3 FROM BOTTOM ELECTRIC WATER HEATER INSTALLATION DETAIL VACUUM VALVE 4 05/08/2024 Building Department Submittal Starbucks - Duarte & Baldwin Arcadia, California Sign Date: March 25, 2024 Job #: 232001 43300 Business Park Dr., Suite 211, Temecula, CA 92590 Phone 951.695.7101 Fax 951.848.0917 05/08/2024 Plan 1 Project #: 232001 Date: 1/25/2024 Project #:Soils Report By:TBD Project Name:Starbucks - Duarte & Baldwin Soils Report #:TBD Designer:Eddy Aguilar Soils Report Date: Code:2022 CBC Jurisdiction:TBD Roof: Tile Slope:4 :12 Floor:Without Concrete Topping Roofing Material:Concrete Tile 10.0 Finish Floor:Carpet/Tile 5.0 Sheathing:15/32" sheathing 1.5 Sheathing:23/32" sheathing 2.0 Roof Framing:Trusses at 24" o/c 3.0 Floor Joist:I-joists at 19.2" o/c 3.0 Drywall:5/8" drywall 2.5 Drywall:5/8" drywall 2.5 Miscellaneous:Additional 3.0 Miscellaneous:Additional 1.5 Total Dead Load =20.0 Total Dead Load =14.0 Shear Wall Schedule Per AF & PA SDPWS Table 4.3A Notes: A. B. C. D. E. F.Nails for Sole Plate Nailing (S.P.N.) to be 16d sinker nails (3-1/4" x .148" dia.) or longer. Lateral Shear: 2022 California Building Code S.W. Type Seismic Capacity (plf) Wind Capacity (plf) 5/8" Diameter Anchor Bolts Sheathing thickness Edge Nailing Field Nailing Sill Plate 14" Long at 3/8" 2x These values are for Douglas Fir-Larch with a stud spacing of 16" o.c. Wood structural panel shall meet the requirements of DOC PS1 or PS2. 2x 2x 2x Provide 3" x 3" x .229" steel plate washers at each Shear Wall anchor bolt. Washers to be placed a maximum of 1/2" from sheathed face of the wall. For shear wall Types 3, 2, and 1, provide minimum 3x posts or blocking at adjoining panel edges. Stagger nails at 2" o.c. Edge Nailing. 3 2 1 490 685 14" Long at 600 895 14" Long at 870 1215 14" Long at 8d at 3" o/c 8d at 2" o/c 8d at 12" o/c All Panel edges to be backed with 2x or wider framing member. Where panels are applied to both faces of wall and nail spacing is less than 6" o.c., panel joints shall be offset to fall on different framing members or framing shall be 3x or wider and nails staggered on each side. 6 260 350 14" Long at 8d at 12" o/c 8d at 12" o/c 10d at 12" o/c 3/8" 8d at 6" o/c 8d at 12" o/c 2x 4 350 530 15/32" Struct. I 10d at 2" o/c 3/8"3/8" 8d at 4" o/c Floor 40 Roof 232001 TBD General Notes for Structural Calculations: Design Loads: Live Loads (psf):20 Deck 60 2 Project #: 232001 Date: 1/25/2024 Notes: A. B. C. D. BCI Versa-Lam 2800-LVL BCI Versa-Lam 3100-LVL BCI Versa-Lam 2650-LVL BCI Versa-Lam 2600-LVL 1.9E LP Gang-Lam - LVL 2.0E LP Gang-Lam - LVL TJI Parallam - PSL TJI Timberstrand - LSL 1.8E Roseburg-RigidLam-LVL 2.0E Roseburg-RigidLam-LVL BCI Versa-Lam 3100-LVL 2.0E LP Gang-Lam - LVL TJI Parallam - PSL 2.0E Roseburg-RigidLam-LVL Beam Width > 3.5"Fb Fv E Fb Fv E 3100 2950 2800 3100 2650 2600 2650 2950 2900 2325 1.6 1.8 2.0 310 2900 2900 2.0 2.0 2.0 2.0 285 290 290 285 All roof and floor sheathing to be Exposure I or Exterior. Refer to CBC Tables 2304.7(1), 2304.7(2), 2304.7(3), 2304.7(4) and 2304.7(5). Note, 7/16" sheathing is not structurally acceptable for roof sheathing. For floor sheathing, wood structural panel shall be underlayerment grade. All Floor sheathing shall be glued to framing. For floor sheathing, panel edges shall have approved T&G joints or shall be supported with blocking. Not required when light weight concrete is placed over subfloor. Structural Composite Lumber (SCL) Structural Composite Lumber, “SCL,” include engineered lumber by Trus Joist, Louisiana Pacific, Boise Cascade, or Roseburg Forest Products. All lumber noted as “SCL” must have the design values noted below. Beam Width <= 3.5" 8d at 12" o/c 10d at 10" o/c 10d at 10" o/c 10d at 10" o/cField Nailing Sheathing thickness 8d at 6" o/c 10d at 6" o/c 10d at 6" o/c 10d at 6" o/cEdge/Boundary Nailing PII 24/0 T&G Sheathing, PII 32/16 T&G Sheathing, PII 40/20 T&G Sheathing, PII 48/24 Sheathing 2.0 2.0 1.7 285 285 285 285 285 2600 2900 1.9 1.9 2.0 2.0 285 285 290 290 Horizontal: Roof and Floor Sheathing Roof at 24" o/c Floor at 16" o/c Floor at 19.2" o/c Floor at 24" o/c 15/32"23/32"23/32"23/32" 3 Project #: 232001 Date: 1/25/2024 Beam No.1 Description: *See Enercalc Beam/Header Calculation Flush Beam at Skylight 4 Steel Beam LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:Beam 1 Project File: 2001 Beams.ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loadingUniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 11.0 ft, (Roof) Uniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 4.0 ft, (Skylight) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.263: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 10.672 k Mn / Omega : Allowable 324.351 k-ft Vn/Omega : Allowable W16x67Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+Lr 128.770 k Section used for this span W16x67 Ma : Applied Maximum Shear Stress Ratio =0.083 : 1 0.000 ft 85.376 k-ft Va : Applied 0 <360 672Ratio =0 <180 Maximum DeflectionMax Downward Transient Deflection 0.257 in 1,494Ratio =>=360 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.571 in Ratio =>=180 Max Upward Total Deflection 0.000 in Span: 1 : Lr Only Span: 1 : +D+Lr .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 32.00 ft 1 0.145 0.046 46.98 46.98 541.67 324.35 1.00 1.00 5.87 193.16 128.77 +D+Lr Dsgn. L = 32.00 ft 1 0.263 0.083 85.38 85.38 541.67 324.35 1.00 1.00 10.67 193.16 128.77 +D+0.750Lr Dsgn. L = 32.00 ft 1 0.234 0.074 75.78 75.78 541.67 324.35 1.00 1.00 9.47 193.16 128.77 +0.60D Dsgn. L = 32.00 ft 1 0.087 0.027 28.19 28.19 541.67 324.35 1.00 1.00 3.52 193.16 128.77 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.5714 16.091 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 10.672 10.672 Max Upward from Load Combinations 10.672 10.672 Max Upward from Load Cases 5.872 5.872 D Only 5.872 5.872 +D+Lr 10.672 10.672 Steel Beam LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:Beam 1 Project File: 2001 Beams.ec6 Project Title:Engineer:Project ID:Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +D+0.750Lr 9.472 9.472 +0.60D 3.523 3.523 Lr Only 4.800 4.800 Project #: 232001 Date: 1/25/2024 Beam No.2 Description: *See Enercalc Beam/Header Calculation Flush Beam at Skylight 5 Steel Beam LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:Beam 2 at Skylight Project File: 2001 Beams.ec6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loadingUniform Load : D = 0.020, Lr = 0.020 ksf, Tributary Width = 1.0 ft, (Roof) Point Load : D = 5.870, Lr = 4.80 k @ 22.0 ft, (Beam 1) Point Load : D = 5.870, Lr = 4.80 k @ 30.0 ft, (Beam 1) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.249: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 15.126 k Mn / Omega : Allowable 1,165.170 k-ft Vn/Omega : Allowable W33x130Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+Lr 383.960 k Section used for this span W33x130 Ma : Applied Maximum Shear Stress Ratio =0.039 : 1 51.700 ft 289.949 k-ft Va : Applied 0 <360 926Ratio =0 <360.0 Maximum DeflectionMax Downward Transient Deflection 0.255 in 2,435Ratio =>=360 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.670 in Ratio =>=360. Max Upward Total Deflection 0.000 in Span: 1 : Lr Only Span: 1 : +D+Lr .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 51.70 ft 1 0.153 0.025 178.38 178.38 1,945.83 1,165.17 1.00 1.00 9.78 575.94 383.96 +D+Lr Dsgn. L = 51.70 ft 1 0.249 0.039 289.95 289.95 1,945.83 1,165.17 1.00 1.00 15.13 575.94 383.96 +D+0.750Lr Dsgn. L = 51.70 ft 1 0.225 0.036 262.06 262.06 1,945.83 1,165.17 1.00 1.00 13.79 575.94 383.96 +0.60D Dsgn. L = 51.70 ft 1 0.092 0.015 107.03 107.03 1,945.83 1,165.17 1.00 1.00 5.87 575.94 383.96 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.6703 25.998 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 15.003 15.126 Max Upward from Load Combinations 15.003 15.126 Steel Beam LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:Beam 2 at Skylight Project File: 2001 Beams.ec6 Project Title:Engineer:Project ID:Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from Load Cases 9.713 9.782 D Only 9.713 9.782 +D+Lr 15.003 15.126 +D+0.750Lr 13.680 13.790 +0.60D 5.828 5.869 Lr Only 5.289 5.345 Trash Enclosure Risk Category =II C V =110 MPH cf = kd =0.85 kzt = G =0.85 kz = Velocity Pressure qh = 0.00256kzkztkdV2 (EQ. 26.10-1) qh =(0.00256(0.85)(1.0)(0.90)(1102) qh =22.38 psf Lateral Force, F F = qhGCfAs (EQ. 29.3-1) F =22.38 psf (0.85)(1.80)As = = 34.24 psf (As) ∴ Design Wind Load, F = Exposure = 34.24 psf Wind Loads On Other Structures And Building Appurtenances (MWFRS) - CH 29 ASCE 7-16 1.8 0.85 1 20.545 psf (ASD) Steel Beam LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:Rafter Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :36.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loadingUniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 2.0 ft, (Roof) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.191: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 0.3064 k Mn / Omega : Allowable 3.808 k-ft Vn/Omega : Allowable C4x4.5Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+Lr 6.467 k Section used for this span C4x4.5 Ma : Applied Maximum Shear Stress Ratio =0.047 : 1 0.000 ft 0.728 k-ft Va : Applied 0 <360 1016Ratio =0 <240.0 Maximum DeflectionMax Downward Transient Deflection 0.070 in 1,638Ratio =>=360 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.112 in Ratio =>=240. Max Upward Total Deflection 0.000 in Span: 1 : Lr Only Span: 1 : +D+Lr .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 9.50 ft 1 0.073 0.018 0.28 0.28 6.36 3.81 1.00 1.00 0.12 10.80 6.47 +D+Lr Dsgn. L = 9.50 ft 1 0.191 0.047 0.73 0.73 6.36 3.81 1.00 1.00 0.31 10.80 6.47 +D+0.750Lr Dsgn. L = 9.50 ft 1 0.161 0.040 0.61 0.61 6.36 3.81 1.00 1.00 0.26 10.80 6.47 +0.60D Dsgn. L = 9.50 ft 1 0.044 0.011 0.17 0.17 6.36 3.81 1.00 1.00 0.07 10.80 6.47 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.1122 4.777 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.306 0.306 Max Upward from Load Combinations 0.306 0.306 Max Upward from Load Cases 0.190 0.190 D Only 0.116 0.116 +D+Lr 0.306 0.306 +D+0.750Lr 0.259 0.259 +0.60D 0.070 0.070 Steel Beam LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:Rafter Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Lr Only 0.190 0.190 Steel Beam LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:TE Beam Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :46.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and addedLoad for Span Number 1 Uniform Load : D = 0.060, Lr = 0.0950 k/ft, Tributary Width = 1.0 ft, (Roof) Load for Span Number 2 Uniform Load : D = 0.060, Lr = 0.0950 k/ft, Tributary Width = 1.0 ft, (Roof) Load for Span Number 3 Uniform Load : D = 0.060, Lr = 0.0950 k/ft, Tributary Width = 1.0 ft, (Roof) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.201: 1 Load Combination +D+Lr Span # where maximum occurs Span # 2 1.453 k Mn / Omega : Allowable 33.513 k-ft Vn/Omega : Allowable HSS10x4x3/16Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+Lr 54.512 k Section used for this span HSS10x4x3/16 Ma : Applied Maximum Shear Stress Ratio =0.027 : 1 1.000 ft 6.734 k-ft Va : Applied 908 >=360 878Ratio =557 >=360. Maximum DeflectionMax Downward Transient Deflection 0.157 in 1,432Ratio =>=360 Max Upward Transient Deflection -0.026 in Ratio = Max Downward Total Deflection 0.256 in Ratio =>=360. Max Upward Total Deflection -0.043 in Span: 3 : Lr Only Span: 3 : Lr Only Span: 3 : +D+Lr Span: 3 : +D+Lr .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 1.00 ft 1 0.001 0.010 -0.03 0.03 55.97 33.51 1.00 1.00 0.56 91.03 54.51 Dsgn. L = 18.75 ft 2 0.078 0.010 2.61 -0.03 2.61 55.97 33.51 1.00 1.00 0.56 91.03 54.51 Dsgn. L = 1.00 ft 3 0.001 0.001 -0.03 0.03 55.97 33.51 1.00 1.00 0.06 91.03 54.51 +D+Lr Dsgn. L = 1.00 ft 1 0.002 0.027 -0.08 0.08 55.97 33.51 1.00 1.00 1.45 91.03 54.51 Dsgn. L = 18.75 ft 2 0.201 0.027 6.73 -0.08 6.73 55.97 33.51 1.00 1.00 1.45 91.03 54.51 Dsgn. L = 1.00 ft 3 0.002 0.003 -0.08 0.08 55.97 33.51 1.00 1.00 0.16 91.03 54.51 +D+0.750Lr Dsgn. L = 1.00 ft 1 0.002 0.023 -0.07 0.07 55.97 33.51 1.00 1.00 1.23 91.03 54.51 Dsgn. L = 18.75 ft 2 0.170 0.023 5.70 -0.07 5.70 55.97 33.51 1.00 1.00 1.23 91.03 54.51 Dsgn. L = 1.00 ft 3 0.002 0.002 -0.07 0.07 55.97 33.51 1.00 1.00 0.13 91.03 54.51 +0.60D Dsgn. L = 1.00 ft 1 0.001 0.006 -0.02 0.02 55.97 33.51 1.00 1.00 0.34 91.03 54.51 Steel Beam LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:TE Beam Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Dsgn. L = 18.75 ft 2 0.047 0.006 1.56 -0.02 1.56 55.97 33.51 1.00 1.00 0.34 91.03 54.51 Dsgn. L = 1.00 ft 3 0.001 0.001 -0.02 0.02 55.97 33.51 1.00 1.00 0.04 91.03 54.51 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr10.0000 0.000 -0.0431 0.000 +D+Lr 2 0.2563 9.500 0.0000 0.000 +D+Lr30.0000 9.500 -0.0431 1.000 . Load Combination Support 1 Support 2 Support 3 Support 4 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 1.608 1.608 Max Upward from Load Combinations 1.608 1.608 Max Upward from Load Cases 0.986 0.986 D Only 0.622 0.622 +D+Lr 1.608 1.608 +D+0.750Lr 1.362 1.362 +0.60D 0.373 0.373 Lr Only 0.986 0.986 Steel Column LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:TE Column Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: .Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Steel Stress Grade Top Free, Bottom FixedAnalysis Method : , A500, Grade B, Fy = 46 ksi, Carbon Steel 3.0Overall Column Height Top & Bottom FixityAllowable Strength Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS3x3x1/4 46.0 ft E : Elastic Bending Modulus Y-Y (depth) axis : X-X (width) axis : Unbraced Length for buckling ABOUT Y-Y Axis = 3.0 ft, K = 1.20 Unbraced Length for buckling ABOUT X-X Axis = 3.0 ft, K = 1.20 Brace condition for deflection (buckling) along columns : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 26.430 lbs * Dead Load Factor AXIAL LOADS . . . Axial Load at 3.0 ft, D = 0.620, LR = 0.990 k BENDING LOADS . . . Lat. Point Load at 3.0 ft creating Mx-x, W = 0.1810, E = 0.40 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.1903 Location of max.above base 0.0 ft 0.7080 k 60.699 k -1.050 k-ft Load Combination +1.095D+0.8750E Load Combination +1.095D+0.8750E 5.693 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.350 k 0.01975 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k 5.693 k-ft 0.0 k-ft Pa : Axial Pn / Omega : Allowable Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable Va : AppliedVn / Omega : Allowable Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.0 k Bottom along Y-Y 0.40 k Maximum Load Deflections . . . Along Y-Y 0.07067 in at 3.0ft above base for load combination :E Only Along X-X 0.0 in at 0.0ft above base for load combination : 17.721 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Ry KyLy/Rx D Only PASS PASS0.00 0.000 0.00 ftft0.011 1.67 1.00 38.92 38.92 +D+Lr PASS PASS0.00 0.000 0.00 ftft0.027 1.67 1.00 38.92 38.92 +D+0.750Lr PASS PASS0.00 0.000 0.00 ftft0.023 1.67 1.00 38.92 38.92 +D+0.60W PASS PASS0.00 0.006 0.00 ftft0.063 1.67 1.00 38.92 38.92 +D-0.60W PASS PASS0.00 0.006 0.00 ftft0.063 1.67 1.00 38.92 38.92 +D+0.750Lr+0.450W PASS PASS0.00 0.005 0.00 ftft0.054 1.67 1.00 38.92 38.92 +D+0.750Lr-0.450W PASS PASS0.00 0.005 0.00 ftft0.054 1.67 1.00 38.92 38.92 +D+0.450W PASS PASS0.00 0.005 0.00 ftft0.048 1.67 1.00 38.92 38.92 +D-0.450W PASS PASS0.00 0.005 0.00 ftft0.048 1.67 1.00 38.92 38.92 +0.60D+0.60W PASS PASS0.00 0.006 0.00 ftft0.060 1.67 1.00 38.92 38.92 +0.60D-0.60W PASS PASS0.00 0.006 0.00 ftft0.060 1.67 1.00 38.92 38.92 +1.095D+0.8750E PASS PASS0.00 0.020 0.00 ftft0.190 1.67 1.00 38.92 38.92 +1.095D-0.8750E PASS PASS0.00 0.020 0.00 ftft0.190 1.67 1.00 38.92 38.92 +1.071D+0.6563E PASS PASS0.00 0.015 0.00 ftft0.144 1.67 1.00 38.92 38.92 +1.071D-0.6563E PASS PASS0.00 0.015 0.00 ftft0.144 1.67 1.00 38.92 38.92 +0.5048D+0.8750E PASS PASS0.00 0.020 0.00 ftft0.187 1.67 1.00 38.92 38.92 +0.5048D-0.8750E PASS PASS0.00 0.020 0.00 ftft0.187 1.67 1.00 38.92 38.92 Steel Column LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:TE Column Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 0.646 +D+Lr 1.636 +D+0.750Lr 1.389 +D+0.60W 0.646 0.109 -0.326 +D+0.750Lr+0.450W 1.389 0.081 -0.244 +D+0.450W 0.646 0.081 -0.244 +0.60D+0.60W 0.388 0.109 -0.326 +D+0.70E 0.646 0.280 -0.840 +D+0.5250E 0.646 0.210 -0.630 +0.60D+0.70E 0.388 0.280 -0.840 Lr Only 0.990 W Only 0.181 -0.543 E Only 0.400 -1.200 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 1.636 Minimum"0.181 -0.543 MaximumReaction, X-X Axis Base 0.646 Minimum"0.646 MaximumReaction, Y-Y Axis Base 0.400 -1.200 Minimum"0.646 MaximumReaction, X-X Axis Top 0.646 Minimum"0.646 MaximumReaction, Y-Y Axis Top 0.646 Minimum"0.646 MaximumMoment, X-X Axis Base 0.646 Minimum"0.400-1.200 -1.200 MaximumMoment, Y-Y Axis Base 0.646 Minimum"0.646 MaximumMoment, X-X Axis Top 0.646 Minimum"0.646 MaximumMoment, Y-Y Axis Top 0.646 Minimum"0.646 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000 +D+Lr 0.0000 0.000 0.000 ftftinin0.000 +D+0.750Lr 0.0000 0.000 0.000 ftftinin0.000 +D+0.60W 0.0000 0.019 3.000 ftftinin0.000 +D+0.750Lr+0.450W 0.0000 0.014 3.000 ftftinin0.000 +D+0.450W 0.0000 0.014 3.000 ftftinin0.000 +0.60D+0.60W 0.0000 0.019 3.000 ftftinin0.000 +D+0.70E 0.0000 0.049 3.000 ftftinin0.000 +D+0.5250E 0.0000 0.037 3.000 ftftinin0.000 +0.60D+0.70E 0.0000 0.049 3.000 ftftinin0.000 Lr Only 0.0000 0.000 0.000 ftftinin0.000 W Only 0.0000 0.032 3.000 ftftinin0.000 E Only 0.0000 0.070 2.980 ftftinin0.000 .Steel Section Properties :HSS3x3x1/4 Steel Section Properties :HSS3x3x1/4 Steel Column LIC# : KW-06014860, Build:20.23.2.14 Nelson Engineers (c) ENERCALC INC 1983-2022 DESCRIPTION:TE Column Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: R xx = 1.110 in Depth =3.000 in R yy = 1.110 in J =5.080 in^4 Width =3.000 in Wall Thick = 0.250 in Zx =2.480 in^3 Area = 2.440 in^2 Weight =8.810 plf I xx =3.02 in^4 S xx =2.01 in^3Design Thick =0.233 in I yy =3.020 in^4 C =3.520 in^3 S yy =2.010 in^3 Ycg =0.000 in Sketches Cantilevered Retaining Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 0.50 7.50 0.00 6.00 2,500.0 64.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 0.00 pcf Footing||Soil Friction =0.400 Soil height to ignorefor passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load =0.0 #/ft 0.0 0.0 0.00.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf34.2= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =8.00 ft Eccentricity =0.00 in...Height to Bottom =0.50 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning ==0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Strength Level) Dead Load (D)= Cantilevered Retaining Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Design Summary Wall Stability RatiosOverturning =1.83 Global Stability =2.78 OK Sliding =3.01 OK Total Bearing Load =1,255 lbs...resultant ecc.=9.36 in Eccentricity outside middle thirdSoil Pressure @ Toe =1,406 psf OKSoil Pressure @ Heel =0 psf OK Allowable =2,500 psfSoil Pressure Less Than Allowable ACI Factored @ Toe =1,969 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =6.5 psi OK Footing Shear @ Heel =2.0 psi OK Allowable =75.0 psi Sliding Calcs Lateral Sliding Force =252.1 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 502.1 257.8 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual Design Height Above Ftg =0.00ft Wall Material Above "Ht"=Masonry Thickness =8.00Rebar Size =#4 Rebar Spacing =16.00 Rebar Placed at =CenterDesign Data fb/FB + fa/Fa =0.768 Total Force @ Section =162.1lbs Moment....Actual =656.2ft-# Moment.....Allowable =854.2 =1.8psi Shear.....Allowable =45.8psi Wall Weight =84.0psf Rebar Depth 'd'=3.81in Masonry Data f'm =1,500psiFs=psi 20,000Solid Grouting =Yes Modular Ratio 'n'=21.48 Equiv. Solid Thick.=7.63in Concrete Dataf'c =psi Fy = Masonry Design Method ASD= Load FactorsBuilding Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 psi Service Level =lbsStrength Level Service Level Strength Level =ft-# Service Level Strength Level =psi Design Method =ASD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Anet (Masonry)=91.50in2 Cantilevered Retaining Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: 0.85 1.90 15.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, phi Tu 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =2,500 psi Toe Width =ft Heel Width = Key Distance from Toe Key Depth Key Width =in =in = 12.00 0.00 1.00 ft Footing Thickness =in 2.75= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete DensityFy =40,000 psi Footing Design Results Key: = No key defined Factored PressureMu' : UpwardMu' : DownwardMu: Design Actual 1-Way Shear Allow 1-Way Shear Toe:phiMn = phi*5*lambda*sqrt(fc)*Sm phiMn = phi*5*lambda*sqrt(fc)*Sm =None Spec'd == = = = 1,969604148456 6.49 40.00 Heel: 03280276 2.05 40.00 HeelToe psfft-#ft-#ft-# psi psi Heel Reinforcing =None Spec'd Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing =None Spec'd Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 0.89 0.32 #4@ 7.41 in #5@ 11.48 in #6@ 16.30 in in2 in2 /ft If two layers of horizontal bars: #4@ 14.81 in #5@ 22.96 in #6@ 32.59 in supplemental design for footing torsion. phiMn 4,2254,225=ft-# OKOK Cantilevered Retaining Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-#lbs Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = 154.1 5.50 847.4 = = 0.43= = = Stem Weight(s) = 672.0 1.19 798.0 Earth @ Stem Transitions =Footing Weight = 515.7 1.38 709.1 Key Weight = 1.50 Added Lateral Load lbs =904.6 Vert. Component Total = 1,255.3 1,651.5 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total =R.M. =252.1 O.T.M. = Resisting/Overturning Ratio =1.83 Vertical Loads used for Soil Pressure =1,255.3 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 67.6 2.14 2.14 144.4 144.4 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 98.0 0.58 57.2 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 180.0 pci Horizontal Defl @ Top of Wall (approximate only)0.158 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Cantilevered Retaining Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 15363.84 psi Lap Splice length for #4 bar specified in this stem design segment (25.4.2.3a) =20.00 in Development length for #4 bar specified in this stem design segment =15.36 in Hooked embedment length into footing for #4 bar specified in this stem design segment =6.00 in As Provided =0.1500 in2/ft As Required =0.1161 in2/ft Cantilevered Retaining Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Cantilevered Retaining Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Masonry Slender Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:TE Wall Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Code References Calculations per TMS 402-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Min Allow Out-of-plane Defl Ratio 0.0 =Minimum Vertical Steel %0.0020 8Nom. Wall Thickness in Bar Size 4= Actual Thickness Bar Spacing 16 in 7.625 in = 140 pcf= Rebar "d" distance in == Wall Weight 86.0 psf Wall is Solid Grouted = Temp Diff across thickness deg F= 3.8125 Construction Type :Grouted Hollow Concrete Masonry F'm 1.50 ksi Fr - Rupture 61.0 psi U Lower Level Rebar . . .= #Em = f'm *900.0 Max % of bal.0.007131= Block Weight Grout Density Normal Weight Fy - Yield 60.0 ksi Calculations per TMS 402-16, IBC 2018, CBC 2019, ASCE 7-16 One-Story Wall Dimensions 7.667 B Roof Attachment A Floor Attachment B Parapet height ft= =Clear Height Top Free, Bottom Fix A ft Wall Support Condition Wind Loads :Seismic Loads : Lateral Loads 34.240 Fp = Wall Wt. *0.5356 =46.062 psf Full area WIND load psf Wall Weight Seismic Load Input Method :ASCE seismic factors entered SDS Value per ASCE 12.11.1 DSS * I =1.339 Masonry Slender Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:TE Wall Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: DESIGN SUMMARY Actual Values . . .Allowable Values . . .Governing Load Combination . . . Axial Load Check +1.20D+E ft0.1278Location Max Pu / Ag 8.640 psi 0.2 * f'm 300.0 psi Reinforcing Limit Check Max Allow As/bd0.003279Actual As/bd 0.007131 Service Deflection Check E Only Actual Defl. Ratio L/Allowable Defl. Ratio465 150.0PASS PASS Max. Deflection 0.3954 in Max. Allow. Defl.1.227 in Moment Capacity Check +0.90D+E Max Mu -1.361 k-ft Phi * Mn 2.301 k-ft Maximum Bending Stress Ratio =0.5917PASS Top Horizontal Base Horizontal E Only 0.3532 k Maximum Reactions . . .for Load Combination.... Results reported for "Strip Width" of 12.0 in 0.0 k Vertical Reaction +D+0.5250E 0.6594 k /2 for Cantilever Moment Values 0.6 * Design Maximum Combinations - Moments Results reported for "Strip Width" = 12 in. 0.2*f'm*b*t Axial Load Load Combination Phi MnMukPuMcr As RatioAs rho balin^2k-ftk k-ftk-ft Phi Bar 'd' 0.00000.00 0.000.000 0.000 0.00000.000 0.000.00 0.00 0.00000.00 0.000.000 0.000 0.00000.000 0.000.00 0.00 0.00330.50 2.3527.468 0.150 0.00690.791 0.900.59+1.20D+0.50W at 0.00 to 0.26 0.00 0.00330.50 2.3527.468 0.150 0.00690.791 0.900.59+1.20D-0.50W at 0.00 to 0.26 0.00 0.00331.01 2.3527.468 0.150 0.00690.791 0.900.59+1.20D+W at 0.00 to 0.26 0.00 0.00331.01 2.3527.468 0.150 0.00690.791 0.900.59+1.20D-W at 0.00 to 0.26 0.00 0.00331.01 2.3027.468 0.150 0.00690.593 0.900.59+0.90D+W at 0.00 to 0.26 0.00 0.00331.01 2.3027.468 0.150 0.00690.593 0.900.59+0.90D-W at 0.00 to 0.26 0.00 0.00331.36 2.3527.468 0.150 0.00690.791 0.900.59+1.20D+E at 0.00 to 0.26 0.00 0.00331.36 2.3527.468 0.150 0.00690.791 0.900.59+1.20D-E at 0.00 to 0.26 0.00 0.00331.36 2.3027.468 0.150 0.00690.593 0.900.59+0.90D+E at 0.00 to 0.26 0.00 0.00331.36 2.3027.468 0.150 0.00690.593 0.900.59+0.90D-E at 0.00 to 0.26 0.00 Moment Values DeflectionsStiffness Design Maximum Combinations - Deflections Results reported for "Strip Width" = 12 in. Axial Load Load Combination I crackedMactualPuMcr Defl. Ratio in^4k-ft k-ft in^4 in^4 ink DeflectionI effectiveI gross 0.00.0000.00 0.000.000 0.0000.000.00 6,943.60.0270.00 28.960.022 443.300443.300.59+D+0.60W at 7.41 to 7.67 6,943.60.0270.00 28.960.022 443.300443.300.59+D-0.60W at 7.41 to 7.67 9,784.10.0190.00 28.960.022 443.300443.300.59+D+0.450W at 7.41 to 7.67 9,784.10.0190.00 28.960.022 443.300443.300.59+D-0.450W at 7.41 to 7.67 6,944.70.0260.00 28.930.013 443.300443.300.59+0.60D+0.60W at 7.41 to 7.67 6,944.70.0260.00 28.930.013 443.300443.300.59+0.60D-0.60W at 7.41 to 7.67 1,241.60.1480.00 28.960.022 443.300443.300.59+D+0.70E at 7.41 to 7.67 1,241.60.1480.00 28.960.022 443.300443.300.59+D-0.70E at 7.41 to 7.67 3,822.10.0480.00 28.960.022 443.300443.300.59+D+0.5250E at 7.41 to 7.67 3,822.10.0480.00 28.960.022 443.300443.300.59+D-0.5250E at 7.41 to 7.67 1,228.30.1500.00 28.930.014 443.300443.300.59+0.60D+0.70E at 7.41 to 7.67 1,228.30.1500.00 28.930.014 443.300443.300.59+0.60D-0.70E at 7.41 to 7.67 997.50.1840.00 28.900.001 443.300443.300.59W Only at 7.41 to 7.67 997.50.1840.00 28.900.001 443.300443.300.59-W at 7.41 to 7.67 Masonry Slender Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:TE Wall Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: 465.40.3950.00 28.910.001 443.300443.300.59E Only at 7.41 to 7.67 465.40.3950.00 28.910.001 443.300443.300.59E Only * -1.0 at 7.41 to 7.67 Top Horizontal Vertical @ Wall Base Reactions - Vertical & Horizontal Base HorizontalLoad Combination D Only 0.0 0.00 0.659kk k +D+0.60W 0.2 0.00 0.659kk k +D-0.60W 0.2 0.00 0.659kk k +D+0.450W 0.1 0.00 0.659kk k +D-0.450W 0.1 0.00 0.659kk k +0.60D+0.60W 0.2 0.00 0.396kk k +0.60D-0.60W 0.2 0.00 0.396kk k +D+0.70E 0.2 0.00 0.659kk k +D-0.70E 0.2 0.00 0.659kk k +D+0.5250E 0.2 0.00 0.659kk k Top Horizontal Vertical @ Wall Base Reactions - Vertical & Horizontal Base HorizontalLoad Combination +D-0.5250E 0.2 0.00 0.659kk k +0.60D+0.70E 0.2 0.00 0.396kk k +0.60D-0.70E 0.2 0.00 0.396kk k W Only 0.3 0.00 0.000kk k -W 0.3 0.00 0.000kk k E Only 0.4 0.00 0.000kk k E Only * -1.0 0.4 0.00 0.000kk k Wall Footing LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:TE Footing Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values 2.50 Analysis Settings 250.0ksiNo ksfAllowable Soil Bearing == 2.50 40.03,122.0150.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00080 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing Width Allow. Pressure Increase per foot of width =ksf when footing is wider than =ft: = AutoCalc Footing Weight as DL Yes Adjusted Allowable Bearing Pressure ksf=2.50 when base footing is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Reference Depth below Surface ft=Allow. Pressure Increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strengthfy : Rebar Yield ksi Min Steel % Bending Reinf. Dimensions Footing Width 2.750 ft= Wall center offset from center of footing 0 in = = Wall Thickness 8.0 in Footing Thickness 15.0in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars along X-X Axis Reinforcing Bar Size = 4 Bar spacing = 16.00 Applied Loads .6594 D Lr ksf L S P : Column LoadOB : Overburden =k W E M-zz V-x =k0.3532 k-ft Vx applied =in above top of footing =-1.361 H = Wall Footing LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:TE Footing Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationFactor of Safety Item Applied Capacity PASS 0.4066 Soil Bearing 1.017 ksf 2.50 ksf +0.60D+0.70E PASS 1.342 Overturning - Z-Z 0.9527 k-ft 1.278 k-ft +0.60D+0.70E PASS 1.961 Sliding - X-X 0.2472 k 0.4849 k +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift Utilization Ratio Item Applied Capacity Governing Load Combination PASS 0.06070 Z Flexure (+X)0.3245 k-ft 5.347 k-ft +1.40D PASS 0.1091 Z Flexure (-X)0.5834 k-ft 5.347 k-ft +0.90D+E PASS 0.003046 1-way Shear (+X)0.2285 psi 75.0 psi +1.40D PASS 0.003046 1-way Shear (-X)0.2285 psi 75.0 psi +1.40D Detailed Results Rotation Axis &Xecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable -X +X RatioLoad Combination... , D Only 2.50 ksf 0.4273 ksf 0.4273 ksf 0.1710.0 in, +0.60D 2.50 ksf 0.2564 ksf 0.2564 ksf 0.1030.0 in, +D+0.70E 2.50 ksf 0.9466 ksf 0.0 ksf 0.379-6.573 in, +D+0.5250E 2.50 ksf 0.810 ksf 0.04454 ksf 0.324-4.930 in, +0.60D+0.70E 2.50 ksf 1.017 ksf 0.0 ksf 0.407-10.956 in Rotation Axis & Overturning Stability Units :k-ft Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio , D Only None 0.0 k-ft Infinity OK , +0.60D None 0.0 k-ft Infinity OK , +D+0.70E 0.9527 k-ft 1.925 k-ft 2.020 OK , +D+0.5250E 0.7145 k-ft 1.847 k-ft 2.586 OK , +0.60D+0.70E 0.9527 k-ft 1.278 k-ft 1.342 OK Force Application Axis Sliding Stability Load Combination...StatusSliding Force Resisting Force Sliding SafetyRatio , D Only 0.0 k 0.6259 k No Sliding OK , +0.60D 0.0 k 0.4849 k No Sliding OK , +D+0.70E 0.2472 k 0.6259 k 2.532 OK , +D+0.5250E 0.1854 k 0.6259 k 3.376 OK , +0.60D+0.70E 0.2472 k 0.4849 k 1.961 OK Flexure Axis & Load Combination k-ft As Req'd Footing Flexure Tension @ Bot.Which Actual As Statusk-ft Mu Side ?or Top ?in^2in^2 in^2 Gvrn. As Phi*Mn , +1.40D 0.3245 -X Bottom 0.144 Min Temp %0.15 5.347 OK, +1.40D 0.3245 +X Bottom 0.144 Min Temp %0.15 5.347 OK, +1.20D 0.2782 -X Bottom 0.144 Min Temp %0.15 5.347 OK, +1.20D 0.2782 +X Bottom 0.144 Min Temp %0.15 5.347 OK, +0.90D 0.2086 -X Bottom 0.144 Min Temp %0.15 5.347 OK, +0.90D 0.2086 +X Bottom 0.144 Min Temp %0.15 5.347 OK, +1.20D+E 0.5925 -X Bottom 0.144 Min Temp %0.15 5.347 OK, +1.20D+E 0.009748 +X Bottom 0.144 Min Temp %0.15 5.347 OK, +0.90D+E 0.5834 -X Bottom 0.144 Min Temp %0.15 5.347 OK, +0.90D+E 0 +X Bottom 0.144 Min Temp %0.15 5.347 OKOne Way Shear Units :k Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 0.2285 0.2285 0.2285 75 0.003046psipsipsipsi OK +1.20D 0.1958 0.1958 0.1958 75 0.002611psipsipsipsi OK +0.90D 0.1469 0.1469 0.1469 75 0.001958psipsipsipsi OK +1.20D+E 0.1958 0.1958 0.1958 75 0.002611psipsipsipsi OK +0.90D+E 0.1469 0.1469 0.1469 75 0.001958psipsipsipsi OK Concrete Slender Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Existing Wall Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: Code References Calculations per ACI 318-14 Sec 11.8, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Min Allow Out-of-Plane Defl Ratio = L/0.0Rebar at wall center =Min allow As/bd 0.0020 Wall Thickness 12 in Bar Size 7# Bar Spacing 16.0 in =Width of Design Strip 12.0 in 1.0O Rebar "d" distance in6.0 Lower Level Rebar . . . Temp Diff across thickness deg F=2.5 ksi 40 ksi Fr : Rupture Modulus 250.0 psi 3,122.0 ksi Max Allow As/bd 0.01693 150 pcf= =Max Pu/Ag = f'c * = 0.060 Section 11.8.3 Using Stiff. Reduction Factor per ACI 318-14 =: Lt Wt Conc Factor = Ec : Concrete Elastic Modulus = = Concrete Density =f'c : Concrete 28 day strength Fy : Rebar Yield One-Story Wall Dimensions 25.0 1 B Roof Attachment A Floor Attachment B Parapet height ft= =Clear Height Top & Bottom Pinned A ft Wall Support Condition Vertical Loads 12 1.040 1.040 Vertical Uniform Loads . . .( Applied per foot of Strip Width) Ledger Load Concentric Load DL : Dead k/ft k/ft Lr : Roof Live Lf : Floor Live S : Snow W : Wind Eccentricity in Wind Loads :Seismic Loads : Lateral Loads 34.24 Fp = Wall Wt. *0.5356 =80.340 psf Full area WIND load psf Wall Weight Seismic Load Input Method :ASCE seismic factors entered SDS Value per ASCE 12.11.1 DSS * I =1.339 Rooftop Unit SDS =1.339 IP=1.5 13.1.3 RP=6 Table 13.6-1 aP=2.5 Table 13.6-1 z/h=1 1300 lbs. Seismic Design Force Fp = (EQ 13.3-1) Fp = (0.4)(2.5)(1.339)(1300)(6/2)(1 +2 (1)) Fp = Fp = (EQ 13.3-2) 1305.53 lbs.<OK! Fp = (EQ 13.3-3) 1305.53 lbs.>OK! 1305.53 lbs.\4 ft. 1165.00 plf >326.38 plf OK! Vertical Uplift Force Fv =0.2SDSD Fv =(0.2)(1.34)(1300) Fv = 1165 lb >348.14 lb OK! Weight, Wp = 0.3SDSIpWp = 783.315 lbs. 783.315 lbs Seismic Demands on Non-Structural Components - CH 13.3 ASCE 7-16 1305.53 lbs. 1.6SDSIpWp = 4177.68 lbs. 4177.68 lbs. = 326.38 plf Use HGA10KT at 12" o/c 348.14 lbs. Use HGA10KT at 12" o/c 0.4𝑎𝑝𝑅𝐷𝑆𝑊𝑝 𝑅𝑝 𝐼𝑝 1+2 𝑧 ℎ Rooftop Unit Risk Category =1 Exposure =C Unit Dimensions: V =110 MPH cf =1.4 H =71.625 in. kd =0.85 kzt =1 W =48.875 in. G =0.85 kz =0.94 D =29.156 in. Velocity Pressure qz = 0.00256kzkztkdV2 (EQ. 26.10-1) qz =(0.00256(0.94)(1.0)(0.85)(1102) qz =24.75 psf Lateral Force Fh Fh = qz[(GCr)Af](EQ. 29.4-2) (GCr) =1.9 Af = Fh =24.75 psf [(1.9)24 sq. ft.]= 1143.18 lb 1143.18 lbs.\4 ft. 1165.00 plf >285.80 plf OK! Lateral Force Fh Fv = qz[(GCr)Ar](EQ. 29.4-3) (GCr) =1.5 Ar = Fv =24.75 psf [(1.5)10 sq. ft.]= 367.38 lb 1165 lb >367.38 lb OK! Wind Loads On Other Structures And Building Appurtenances (MWFRS) - CH 29 ASCE 7-16 24.3 sq. ft. 9.9 sq. ft. Use HGA10KT at 12" o/c Use HGA10KT at 12" o/c = 285.80 plf Anchorage Concrete Slender Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Existing Wall Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: DESIGN SUMMARY Actual Values . . .Allowable Values . . .Governing Load Combination . . . Axial Load Check +1.20D+E ft12.917Location Max Pu / Ag 25.542 psi 0.06 * f'c 150.0 psi Reinforcing Limit Check Max Allow As/bd0.006250Actual As/bd 0.01693 Service Deflection Check E Only Actual Defl. Ratio L/Allowable Defl. Ratio520 150.0PASS PASS Max. Deflection 0.5768 in Max. Allow. Defl.2.0 in PASS Moment Capacity Check +1.20D+E Max Mu 7.305 k-ft Phi * Mn 9.006 k-ft Maximum Bending Stress Ratio =0.8112PASS Top Horizontal E Only Base Horizontal E Only 1.003 k Maximum Reactions . . .for Load Combination.... Results reported for "Strip Width" of 12.0 in 1.086 k Vertical Reaction +D+Lr 5.980 k OK per ACI 318 Section 22.2 Moment Values 0.6 * Design Maximum Combinations - Moments Results reported for "Strip Width" = 12 in. 0.06*f'c*b*t Axial Load Load Combination Phi MnMukPuMcr As RatioAs rho balin^2k-ftk k-ftk-ft Phi Bar 'd' 0.00631.46 7.6221.600 0.450 0.01690.000 0.906.00+1.40D at 24.17 to 25.00 6.00 0.00631.77 7.6221.600 0.450 0.01690.000 0.906.00+1.20D+0.50Lr at 24.17 to 25.00 6.00 0.00631.25 7.6221.600 0.450 0.01690.000 0.906.00+1.20D at 24.17 to 25.00 6.00 0.00632.91 7.6221.600 0.450 0.01690.000 0.906.00+1.20D+1.60Lr at 24.17 to 25.00 6.00 0.00633.21 9.3021.600 0.450 0.01694.292 0.906.00+1.20D+1.60Lr+0.50W at 18.33 to 19.17 6.00 0.00632.04 8.8921.600 0.450 0.01693.228 0.906.00+1.20D+0.50W at 15.00 to 15.83 6.00 0.00633.65 9.1521.600 0.450 0.01693.898 0.906.00+1.20D+0.50Lr+W at 14.17 to 15.00 6.00 0.00633.35 9.0121.600 0.450 0.01693.528 0.906.00+1.20D+W at 13.33 to 14.17 6.00 0.00633.17 8.6621.600 0.450 0.01692.646 0.906.00+0.90D+W at 13.33 to 14.17 6.00 0.00637.34 9.0621.600 0.450 0.01693.678 0.906.00+1.20D+E at 12.50 to 13.33 6.00 0.00637.01 8.7121.600 0.450 0.01692.759 0.906.00+0.90D+E at 12.50 to 13.33 6.00 Moment Values DeflectionsStiffness Design Maximum Combinations - Deflections Results reported for "Strip Width" = 12 in. Axial Load Load Combination I crackedMactualPuMcr Defl. Ratio in^4k-ft k-ft in^4 in^4 ink DeflectionI effectiveI gross 16,765.90.0180.61 118.182.815 1296.0001,728.006.00D Only at 14.17 to 15.00 8,363.50.0361.22 122.823.855 1296.0001,728.006.00+D+Lr at 14.17 to 15.00 9,563.90.0311.07 121.663.595 1296.0001,728.006.00+D+0.750Lr at 14.17 to 15.00 4,816.90.0622.15 119.313.065 1296.0001,728.006.00+D+0.60W at 12.50 to 13.33 4,653.20.0642.21 122.213.720 1296.0001,728.006.00+D+0.750Lr+0.450W at 13.33 to 14.17 5,869.10.0511.75 119.313.065 1296.0001,728.006.00+D+0.450W at 12.50 to 13.33 5,446.50.0551.93 113.751.839 1296.0001,728.006.00+0.60D+0.60W at 12.50 to 13.33 2,144.70.1404.94 119.313.065 1296.0001,728.006.00+D+0.70E at 12.50 to 13.33 2,744.40.1093.84 119.313.065 1296.0001,728.006.00+D+0.5250E at 12.50 to 13.33 2,264.80.1324.71 113.751.839 1296.0001,728.006.00+0.60D+0.70E at 12.50 to 13.33 16,831.50.0180.61 110.051.040 1296.0001,728.006.00Lr Only at 14.17 to 15.00 4,057.90.0742.66 105.190.000 1296.0001,728.006.00W Only at 11.67 to 12.50 520.10.5776.24 105.190.000 594.9061,728.006.00E Only at 11.67 to 12.50 Top Horizontal Vertical @ Wall Base Reactions - Vertical & Horizontal Base HorizontalLoad Combination D Only 0.0 0.04 4.940kk k Concrete Slender Wall LIC# : KW-06014860, Build:20.23.08.30 Nelson Engineers (c) ENERCALC INC 1983-2023 DESCRIPTION:Existing Wall Project File: 2001 Trash Enclosure.EC6 Project Title:Engineer:Project ID:Project Descr: +D+Lr 0.1 0.08 5.980kk k +D+0.750Lr 0.1 0.07 5.720kk k +D+0.60W 0.3 0.24 4.940kk k +D+0.750Lr+0.450W 0.3 0.14 5.720kk k +D+0.450W 0.2 0.17 4.940kk k +0.60D+0.60W 0.3 0.25 2.964kk k +D+0.70E 0.7 0.72 4.940kk k +D+0.5250E 0.6 0.53 4.940kk k +0.60D+0.70E 0.7 0.74 2.964kk k Lr Only 0.0 0.04 1.040kk k W Only 0.4 0.46 0.000kk k E Only 1.0 1.09 0.000kk k Company:Date:2/17/2023 Engineer:Page:1/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.2.2311.2 1.Project information Project description: Location: Fastening description: 2. Input Data & Anchor Parameters General Design method:ACI 318-19 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: F1554 Grade 36 Diameter (inch): 0.625 Effective Embedment depth, hef (inch): 5.000 Code report: ICC-ES ESR-2508 Anchor category: -Anchor ductility: Yes hmin (inch): 8.75 cac (inch): 7.58 Cmin (inch): 1.75 Smin (inch): 3.00 Base Material Concrete: Normal-weight Concrete thickness, h (inch): 12.00State: Cracked Compressive strength, f’c (psi): 2500 Ψc,V: 1.0 Reinforcement condition: Supplementary reinforcement not present Supplemental edge reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: NoHole condition: Dry concrete Inspection: Continuous Temperature range, Short/Long: 150/110°F Reduced installation torque (for AT-3G): Not applicable Ignore 6do requirement: Not applicable Build-up grout pad: No Recommended Anchor Anchor Name: SET-XP® (Discontinued) - SET-XP w/ 5/8"Ø F1554 Gr. 36 Code Report: ICC-ES ESR-2508 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company:Date:2/17/2023 Engineer:Page:2/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.2.2311.2 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: U = 0.9D + 1.0W Seismic design: No Anchors subjected to sustained tension: No Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Service level loads: D W Strength level loads Na [lb]: 0 2172 2172 Vax [lb]: 0 0 0 Vay [lb]: 0 0 0 <Figure 1> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company:Date:2/17/2023 Engineer:Page:3/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.2.2311.2 <Figure 2> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company:Date:2/17/2023 Engineer:Page:4/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.2.2311.2 3. Resulting Anchor Forces Anchor Tension load, Nua (lb) Shear load x, Vuax (lb) Shear load y, Vuay (lb) Shear load combined, √(Vuax)²+(Vuay)² (lb) 1 2172.0 0.0 0.0 0.0 Sum 2172.0 0.0 0.0 0.0 Maximum concrete compression strain (‰): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 2172 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 4. Steel Strength of Anchor in Tension (Sec. 17.6.1) Nsa (lb)f fNsa (lb) 13110 0.75 9833 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.6.2) Nb = kclaÖf’chef1.5 (Eq. 17.6.2.2.1) kc la f’c (psi)hef (in)Nb (lb) 17.0 1.00 2500 5.000 9503 fNcb = f (ANc / ANco)Yed,NYc,NYcp,NNb (Sec. 17.5.1.2 & Eq. 17.6.2.1a) ANc (in2)ANco (in2)ca,min (in)Yed,N Yc,N Ycp,N Nb (lb)f fNcb (lb) 225.00 225.00 -1.000 1.00 1.000 9503 0.65 6177 6. Adhesive Strength of Anchor in Tension (Sec. 17.6.5) tk,cr = tk,crfshort-termKsat tk,cr (psi)fshort-term Ksat tk,cr (psi) 435 1.72 1.00 748 Nba = l atcrpdahef (Eq. 17.6.5.2.1) l a tcr (psi)da (in)hef (in)Nba (lb) 1.00 748 0.63 5.000 7345 fNa = f (ANa / ANa0)Yed,NaYcp,NaNba (Sec. 17.5.1.2 & Eq. 17.6.5.1a) ANa (in2)ANa0 (in2)cNa (in)ca,min (in)Yed,Na Ycp,Na Nba (lb)f fNa (lb) 258.98 258.98 8.05 -1.000 1.000 7345 0.65 4775 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Company:Date:2/17/2023 Engineer:Page:5/5 Project: Address: Phone: E-mail: Anchor Designer™ Software Version 3.2.2311.2 11. Results Interaction of Tensile and Shear Forces (Sec. 17.8) Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status Steel 2172 9833 0.22 Pass Concrete breakout 2172 6177 0.35 Pass Adhesive 2172 4775 0.45 Pass (Governs) SET-XP w/ 5/8"Ø F1554 Gr. 36 with hef = 5.000 inch meets the selected design criteria. 12. Warnings - When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer’s product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Truss Type: TypeProject:Project Location: Folder:Folder Date:2/22/24 1:11 PM RedSpec™ by RedBuilt™Designer: v7.1.15 Comment: PITCHED 32-35.6-32" Red-S™ @ 24" o.c. This product meets or exceeds the set design controls for the application and loads listed This truss design is feasible. The finished design shall be produced by RedBuilt Engineering. All open-web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specific loads. Do not use this analysis to verify the capacity of existing trusses. DEFLECTIONS (in)%Design Allow.Design Allow.Pass/Fail Span Live 50%1.446 2.883 L / 478 L / 240 PASS Span Total 75%2.892 3.844 L / 239 L / 180 PASS SUPPORTS Support 1 Support 2 Live Reaction (lb) (DOL%)1165 (125)1165 (125) Dead Reaction (lb)1165 1165 Total Reaction (lb) (DOL%)2330 (125)2330 (125) Bearing Top Chord Top Chord Support Ledger Ledger Bearing Clip (Red-S) S-Clip (Red-S) S-Clip Approx. Clip Height 3.5"3.5" Approx. Clip Width 5.5"5.5" Assumed Bearing Width 3.5"3.5" SPANS AND LOADS Dimensions represent horizontal clear span.Top Chord Slope: 0.125/12 57'- 8.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%)20 20 0 24"Roof Joist NOTES • Building code and design methodology: 2021 IBC ASD (US). • No repetitive member increase applied in design. • Truss design includes consideration for partial span application live load. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Pricing Load (plf) = 80 • Pricing Index (plf) = 80 Z:\jobs\2001\Engineering\2001 Roof Trusses.red The products noted are intended for interior, untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt™ recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt™ associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt™, RedSpec™, Red-I™, Red-I45™, Red-I45L™, Red-I58™, Red-I65™, Red-I90™, Red-I90H™, Red-I90HS™, Red-L™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™, FloorChoice™ are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2022 RedBuilt LLC. 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