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APPROVED PLN BLD2024-0650+Mechanical_Plan+5.14.2024_2.37.33_PM+4256616ABBREVIATIONS A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AMP AMPERE ARCH ARCHITECT BOH BACK OF HOUSE CAB CABINET CL CENTER LINE CLG CEILING CM STARBUCKS CONSTRUCTION MANAGER CTR CENTER CX COMMISSIONING CXA COMMISSIONING AGENT DEG DEGREE DET DETAIL DIA DIAMETER DIM DIMENSION DM STARBUCKS DESIGN MANAGER DN DOWN EA EACH EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FF&E FURNITURE, FIXTURE, AND EQUIPMENT FLR FLOOR FOH FRONT OF HOUSE FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER INSTALLED BY OWNER FT FOOT/FEET G GROUND GC GENERAL CONTRACTOR GWB GYPSUM WALLBOARD HC HOLLOW CORE HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING AND AIR CONDITIONING I.D. INSIDE DIAMETER LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN LL LANDLORD LV LOW VOLTAGE MAX MAXIMUM MEP "MECHANICAL, ELECTRICAL AND PLUMBING" MFR MANUFACTURER MIN MINIMUM NIC NOT IN CONTRACT NL NIGHT LIGHT NTS NOT TO SCALE OC ON CENTER O.D. OUTSIDE DIAMETER PIR PASSIVE INFRARED SENSOR PLC PLACE R RADIUS REF REFERENCE REQ'D REQUIRED REV REVISION RND ROUND SB STARBUCKS SC SOLID CORE SF SQUAREFEET SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE TEMP TEMPORARY TYP TYPICAL UC UNDER COUNTER UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD RESPONSIBILITY LEGEND ARCHITECTURAL SYMBOL LEGEND 0 2 4 8All( NScale: X =X NORTH GRAPHIC DATUM EXTERIOR INTERIOR ARROW SCALE POINT ELEVATION ELEVATION CALL -OUT CALL -OUT --- --- XX XXXX AFF X' XX" SECTION DETAIL SHEET ABOVE FINISH FINISH FACE TO REVISION CALL -OUT CALL -OUT NOTE FLOOR FINISH FACE CLOUD CALLOUT HEIGHT TAG DIMENSION AT XXXXX X XXXXX D XXXXX XX W XXXXX REVISION PAINT DESIGN ID DOOR WINDOW INTERIOR TAG TAG TAG TAG TAG WALL TAG AERIAL MAP r VICINITY PLAN O Edmonds Idatn st Dayton St Walnut St ,rsh „ia Edmonds n r _ i Park City Park N N PINE PARK NEIGHBORHOOD Fp 2201h St SW N s Woodway 226th St SW y a Taco B ' nGreat Clips o N Cee`� -� ,' T. U St' sE SHERWOOD FOREST GC GENERAL CONTRACTOR LL LANDLORD 3 SB STARBUCKS SV SIGNAGE VENDOR Kruckeberg Botanic Garden I.'aln St B�"ecin Wey 22ath St SW Edmonds-Woodway High School 0 n WinC( PROJECT CONTACTS MAILING STARBUCKS COFFEE COMPANY ADDRESS: 2401 UTAH AVENUE SOUTH MS STOP: S-SD10 SEATTLE, WASHINGTON 98134 (206) 318-1575 DESIGN RACHEL ABBOTT MANAGER: GRAPHITE DESIGN GROUP 1809 SEVENTH AVENUE STE 700 SEATTLE, WA 98101 RACHEL.ABBOTT@GRAPHITEDESIGNGROUP.COM CONSTRUCTION ANDREW OUDERKIRK MANAGER: WILCOX CONSTRUCTION LLC 234 5TH AVE SOUTH EDMONDS, WA 98020 AOU DERKIRK@W ILCOXCONSTRUCTION.COM LANDLORD: RANDALL KESSLER KESSLER & KESSLER LLC REK@KESSLERKESSLER.COM ARCHITECT GRAPHITE DESIGN GROUP, LLC OF RECORD: 1809 SEVENTH AVENUE STE 700 SEATTLE, WA 98101 (206) 224-3335 MEP SCHNACKEL ENGINEERS, INC. CONSULTANT 127 W 30TH STREET 9TH FLOOR OF RECORD: NEW YORK, NY 10001 (212) 366-4813 STRUCTURAL AU ENGINEERING CONSULTANT: 13228 NE 20TH ST #100 BELLEVUE, WA 98005 (212) 203-4574 SCOPE OF WORK TENANT IMPROVEMENT OF AN EXISTING STARBUCKS CAFE WITH DRIVE- THRU IN A EXISTING MULTI -TENANT OR SINGLE TENANT COMMERCIAL SHELL SPACE. INTERIOR SCOPE TO INCLUDE: -REDESIGN OF CAFE, ENGINE, AND BACK OF HOUSE -NEW ENGINE EQUIPMENT AND FINISHES -NEW CEILINGS EXTERIOR SCOPE TO INCLUDE: -NEW DRIVE-THRU EQUIPMENT -NEW WAYFINDING GRAPHICS -NEW PATIO BENCH SEPARATE SUBMITTALS zzathstsw -EXTERIOR SIGNAGE APPROVED BY PLANNING Esperance 228th St SW '" V May 30 2024 Noise generated by mechanical equipment must meet the WhirlyBall standards in ECC 5.30 )Wholesalse W 244th St SW244th St SW C N zcoth St APPROVED PLANS MUST BE GENERAL NOTES 1. 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. 2. 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. 3. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO CONSTRUCTION. 4. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 5. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 6. 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. 7. 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. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. 9. 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. 10. 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. 11. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY". 12. 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. 13. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS CONSTRUCTION MANAGER. SITE INFORMATION CODE AUTHORITIES: BUILDING CODE: PLUMBING CODE: MECHANICAL CODE: ELECTRICAL CODE: ENERGY CODE: FIRE CODE: HEALTH CODE: ACCESSIBILITY CODE ZONING: PARCEL NUMBER: LEASABLE AREA: CONSTRUCTION TYPE PROPOSED USE: 2021 INTERNATIONAL BUILDING CODE 2021 UNIFORM PLUMBING CODE 2021 INTERNATIONAL MECHANICAL CODE 2020 NATIONAL ELECTRICAL CODE 2021 WA STATE ENERGY CODE 2021 INTERNATIONAL FIRE CODE WA RETAIL FOOD CODE 2017 ICC/ANSI 117.1 W/ WAC AMENDMENTS 27033600118400 1,792 SF V-B RETAIL SALES AND SERVICES BUILDING INFORMATION OCCUPANCY TYPE: A-2 BUILDING AREA: 1,792 SF TENANT AREA: 1,792 SF BUILDING CLASSIFICATION: V-B FIRE SPRINKLER: NON -SPRINKLED INDEX OF SHEETS LEGEND: X - SHEET ISSUED R - SHEET ISSUED FOR REFERENCE AND COORDINATION ONLY SEE TITLEBLOCK FOR REVISION ISSUE DATE(S) Lu W N M W 0 0 0 0 Fn Fn Fn co Lu w w w w SHEET SHEET TITLE m a W R R W GENERAL G001 IGENERAL INFORMATION X G002 I LIFE SAFETY AND ACCESSIBILITY PLAN X G003 IRENDERINGS X DEMOLITION D101 DEMOLITION SITE PLAN X D102 DEMOLITION FLOOR PLAN X D103 DEMO REFLECTED CEILING PLAN X D104 DEMO ROOF PLAN X D201 DEMO EXTERIOR ELEVATIONS X ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN X A002 ARCHITECTURAL SITE DETAILS X A003 ARCHITECTURAL SITE DETAILS X A101 BUILDING FLOOR PLAN X A102 BUILDING FLOOR PENETRATION PLAN X A103 ROOF PLAN X A201 BUILDING EXTERIOR ELEVATIONS X A202 BUILDING EXTERIOR ELEVATIONS X A301 PATIO BENCH DETAILS X A501 BUILDING DETAILS X A602 WINDOW AND DOOR SCHEDULES & DETAILS X INTERIORS 1101 FF & E PLAN X 1102 ENLARGED FF & E PLAN X 1103 CASEWORK PLAN X 1104 REFLECTED CEILING PLAN X 1105 REFLECTED CEILING PLAN - LIGHTING X 1106 FLOOR FINISH PLAN X 1107 WALL FINISH PLAN X 1201 INTERIOR FINISH ELEVATIONS X 1202 INTERIOR FINISH ELEVATIONS X 1203 INTERIOR FINISH ELEVATIONS X 1204 INTERIOR FINISH ELEVATIONS X 1205 INTERIOR FINISH ELEVATIONS X 1401 RESTROOM PLAN & ELEVATIONS X 1501 INTERIOR DETAILS - FLOORS X 1502 INTERIOR DETAILS - WALL X 1503 INTERIOR DETAILS - WALL X 1504 INTERIOR DETAILS - WALLS & CEILING X 1505 INTERIOR DETAILS - SUSPENDED CEILING X 1506 INTERIOR DETAILS - CASEWORK X 1601 CASEWORK AND FF&E SCHEDULES X 1602 INTERIOR FINISHES SCHEDULES X 1603 LIGHTING AND PLUMBING SCHEDULES X ELECTRICAL E001 ELECTRICAL LEGEND X E100 ELECTRICAL SITE PLAN X E101 POWER PLAN AND EQUIP SCHEDULES X E102 ENLARGED POWER AND SYSTEMS PLAN X E103 LIGHTING PLAN X E104 VENSTAR CONTROL DIAGRAM R E501 ELECTRICAL DETAILS X E502 ELECTRICAL DETAILS X E503 ELECTRICAL DETAILS X E504 ELECTRICAL DETAILS X E601 PANEL SCHEDULES AND ONE -LINE DIAGRAM X MECHANICAL M101 MECHANICAL DESIGN PLAN X M501 MECHANICAL DETAILS X M601 MECHANICAL DETAILS X M701 MECHANICAL DETAILS X PLUMBING P100 PLUMBING SCHEDULES X P101 PLUMBING SUPPLY PLAN X P102 PLUMBING WASTE & VENT PLAN X P201 PLUMBING DETAILS X P202 PLUMBING DETAILS X P203 PLUMBING DETAILS X P301 PLUMBING RISER DIAGRAM X P302 PLUMBING RISER DIAGRAM X City Of Edmonds Building Department Work MECHANICAL FOR T.I. Address 9801 EDMONDS WAY ------------------------------------------- Owner STARBUCKS Approved Date 06/03/2024 Building Official Erg & Permit Number BLD2024-0650 STARBVCKSU 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: 2021.10.22 ARCHITECT OF RECORD GRAPHITE GRAPHITE DESIGN GROUP, LLC, ARCHITECTS 1807 7TH AVENUE, SUITE 700 SEATTLE, WA 98101 (206) 224-3335 9335 REGIS D MARTIN LEE HILL STATE OF WASHINGTON ~o RECEIVED C) May 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 06 04 Q 04M W Q /^) �/ / co 0 Lu 0 Z LU iY O 0 z O Q U U Ll.l O W W �O�y'� N 0. d W N L.I_ 00 d W STORE #: 3232 PROJECT #: 03168-076 ISSUE DATE: 4/19/2024 DESIGN MANAGER: GRAPHITE PRODUCTION DESIGNER: GRAPHITE CHECKED BY: GRAPHITE Revision Schedule Rev Date By Description SHEET TITLE: GENERAL INFORMATION SCALE: AS SHOWN ON JOB SITE. SHEET NUMBER: 0001 MECHANICAL PLAN NOTES OEXISTING CARRIER 48LCE007A2A, 6 TON ROOFTOP UNIT TO BE REPLACED, RE -USE EXISTING CURB. VERIFY EXACT LOCATION IN THE FIELD. SEE SHEET M501 FOR ROOFTOP UNIT SCHEDULE. INSTALLATION MAY REQUIRE TRANSITION CURB ADAPTOR, RETAIL AIR SYSTEMS, CURSTOM CURB, OR EQUAL MANUFACTURER. OEXISTING ROOF MOUNTED EXHAUST FAN TO REMAIN. CONTRACTOR SHALL BALANCE EXISTING FAN TO ALLOW 200 CFM OF EXHASUT AIR. FIELD VERIFY EXACT LOCATION. O3 EXISTING EXHAUST AIR DUCTWORK UP TO EXISTING EF-1 ON ROOF TO REMAIN. OEXISTING EXHAUST AIR GRILLE TO REMAIN. CONTRACTOR SHALL CLEAN AND REPAIR GRILLE TO A LIKE NEW CONDITION. IF THE DEVICE CANNOT BE REPAIRED TO A LIKE NEW CONDITION, IT SHALL BE REPLACED WITH A NEW GRILLE THAT MATCHES THE EXISTING DEVICE IN EVERY RESPECT. OUNDERCUT DOOR 3/4" TO ALLOW TRANSFER OF AIR. OPROVIDE TEMPORARY CONSTRUCTION THERMOSTAT. MOUNT (2) THERMOSTATS AT 48" ABOVE FINISHED FLOOR. THERMOSTAT SHALL BE CAPABLE OF PREVENTING THE SUPPLEMENTARY ELECTRIC HEAT FROM OPERATING WHEN THE HEATPUMP CAN MEET THE HEATING LOAD. COORDINATE LOCATION WITH CONSTRUCTION MANAGER. FINAL EMS THERMOSTAT PROVIDED BY VENSTAR. MOUNT VENSTAR REMOTE TEMPERATURE SENSOR AT 60" AFF. ODUCT SMOKE DETECTOR ON RETURN SIDE DUCT AND SHUTDOWN RELAY SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. O$ EXISTING ROOF MOUNTED EXHAUST FAN, FLAT ROOF CURB, AND ASSOCIATED DUCTWORK TO BE REMOVED. REFER TO ARCHITECTURAL SHEETS FOR ROOF REPAIR REQUIREMENTS. N O N 0 W MECHANICAL GENERAL NOTES A. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE PROJECT. B. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. C. MECHANICAL CONTRACTOR SHALL FIELD COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL POWER REQUIREMENTS. D. THE CONTRACTOR SHALL COOPERATE WITH THE OTHER TRADES SO THAT THE INSTALLATION OF ALL EQUIPMENT MAY BE PROPERLY COORDINATED. E. ALL EQUIPMENT FURNISHED SHALL FIT THE SPACE AVAILABLE WITH CONNECTIONS IN THE REQUIRED LOCATIONS AND WITH ADEQUATE SPACE FOR OPERATING AND SERVICING. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATE THE INTENT OF THE INSTALLATION WHILE THE SPECIFICATIONS AND EQUIPMENT LIST DENOTE THE TYPE AND QUALITY OF MATERIAL AND WORKMANSHIP TO BE USED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE HIGHER AND/OR MORE COSTLY STANDARD WILL APPLY. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER WHOSE DECISION SHALL BE FINAL. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS REGARD ON BEHALF OF THE CONTRACTOR AFTER AWARD OF THE CONTRACT. F. COORDINATE DUCT ROUTING AND HEIGHTS WITH GENERAL CONTRACTOR. VERIFY ALL CLEARANCES BEFORE STARTING WORK. G. THE CONTRACTOR SHALL INSTALL ALL PIPING, DUCTWORK AND EQUIPMENT AS REQUIRED TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE CEILING HEIGHTS AND HEADROOM AND MAKE ALL EQUIPMENT REQUIRING MAINTENANCE OR REPAIR ACCESSIBLE. H. ALL DUCT CONNECTIONS TO HVAC EQUIPMENT MUST BE MADE WITH FLEXIBLE CONNECTORS. I. DO NOT ATTACH ANYTHING TO DECK ABOVE. ATTACH TO STRUCTURE (i.e. BEAMS, JOISTS) ONLY. DUCT HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. ALL CONNECTIONS TO JOISTS SHALL BE MADE AT THE TOP CORD. J. ALL DUCT DIMENSIONS INDICATED ARE CLEAR INSIDE DIMENSIONS. ALL SUPPLY AND UNTEMPERED OUTDOOR AIR DUCTWORK SHALL BE LINED WITH 1"ACOUSTICAL DUCT LINER OR WRAPPED WITH 1-1/2" THICK FIRE RETARDANT FIBERGLASS WITH A REINFORCED ALUMINUM FOIL JACKET AND SHALL BE APPROVED FOR USE BY SMACNA AND NAIMA. RETURN AIR TRANSFER DUCTS AND RETURN DUCTWORK WITHIN 10 FEET OF THE UNIT FAN SHALL BE LINED WITH 1" ACOUSTICAL DUCT LINER. K. ALL SUPPLY AND UNTEMPERED OUTDOOR AIR DUCTWORK VISIBLE TO THE PUBLIC SHALL BE INTERNALLY LINED AND PAINTED TO MATCH THE SURROUNDING AREA. DUCT WRAP INSULATION IS NOT PERMITTED IN THESE AREAS. L. TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL UTILITY RUNS AND/OR OTHER IMPROVEMENTS LOCATED ON THE PREMISES PRIOR TO BIDDING. TENANT'S CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL COSTS RELATING TO THE RELOCATION OF, DAMAGE TO, REPAIR OF ANY EXISTING UTILITY RUNS AND/OR IMPROVEMENTS WHICH ARE DAMAGED AS A RESULT OF TENANT'S WORK IN OR AROUND THE PREMISES. M. ALL ROOFING WORK SHALL BE PERFORMED BY LANDLORD'S APPROVED ROOFING CONTRACTOR AT TENANT'S EXPENSE, IF REQUIRED IN LEASE OR TENANT CRITERIA MANUAL. N. MECHANICAL CONTRACTOR SHALL PROVIDE TENANT WITH A WRITTEN ONE (1) YEAR MANUFACTURER'S WARRANTY ON ALL HVAC EQUIPMENT PROVIDED AND / OR INSTALLED. THE WARRANTY SHALL INCLUDE ALL LABOR, MATERIALS AND THREE (3) ROUTINE SERVICES INCLUDING FILTER CHANGES DURING A ONE (1) YEAR PERIOD. O. AT THE COMPLETION OF CONSTRUCTION AN NEBB, AABC OR TABB CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED TO THE ENGINEER AND LANDLORD. THE BALANCING MUST BE COMPLETED BY AN INDEPENDENT, THIRD PARTY CONTRACTOR WITH NO TIES TO THE INSTALLING CONTRACTORS. P. ALL THERMOSTATS, SENSORS, AND ASSOCIATED CONTROLS SHALL BE COORDINATED WITH VENSTAR. � 5 khnxkelevinmme N.. a ..h..L.A�d..—.H.—I ,� wwmadmdaLm m 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: i2021.10.22 ARCHITECT OF RECORD 1:1221002 - Starbucks Interurban AvenuelGdg-Iogu-blackjK GRAPHITE DESIGN GROUP, LLC, ARCHITECTS 1807 7TH AVENUE, SUITE 700 SEATTLE, WA 98101 (206)224-3335 ~o RECEIVED Q May 15 2024 06 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 04 Q W VT) r/ L�jQ w Z Q C Z % O VJ Q o z w � C) Lu a W 01�00 a a, w STORE #: 3232 PROJECT #: 03188-076 ISSUE DATE: 04/15/2024 DESIGN MANAGER: GRAPHITE PRODUCTION DESIGNER: GRAPHITE CHECKED BY: GRS Revision Schedule Rev Date By Description SHEET TITLE: MECHANICAL DESIGN PLAN SCALE: AS SHOWN SHEET NUMBER: M101 ROOF TOP HEAT PUMP UNITS COOLING HEATING SUPPLY EXT. ELECTRICAL COOL AT ELEC FAN TRANE MARK AIR S.P. WEIGHT SEER HSPF REMARKS BHP MODEL NUMBER 7ENTOT (MBH) (TON) (KW) (CFM) (IN) VOLT PH MCA MOCP (LBS) /EER /COP (MBH) RHP-1 97.0 118.1 10 102.2 13.5 1 4,000 1 0.60 1.38 208 3 54 80 1 1,053 -/11.0 -/3.41 WSC120H3 (1-10,12) RHP-2 1 97.0 118.1 10 1 102.2 13.5 1 4,000 1 0.60 11.38T208 1 3 1 101 110 1 1,053 -/11.0 - /3.41 WSC120H3 (1-12) TRANE IS THE BASIS OF DESIGN, HIGH EFFICIENCY CARRIER, LENNOX, AAON OR YORK ARE EQUAL. COOLING CAPACITIES ARE BASED ON AHRI STANDARD 210/240 OR 340/360: 807 DB/ 677 WB INDOOR ENTERING AIR TEMPERATURE, 95°F DB AIR ENTERING OUTDOOR FAN. SCHEDULED UNIT MAY DIFFER FROM AHRI STANDARD CFM. REMARKS: 1. PROVIDE EQUIPMENT WITH SCCR GREATER THAN THE AVAILABLE FAULT CURRENT AT THE EQUIPMENT OR UPSTREAM PANELBOARD. REFER TO THE ELECTRICAL ONE LINE DIAGRAM AND PANEL SCHEDULES FOR AVAILABLE FAULT CURRENT AT UPSTREAM PANELBOARD. 2. PROVIDE WITH FACTORY INSTALLED DISCONNECT, UNPOWERED CONVENIENCE OUTLET, THROUGH THE BASE ELECTRICAL CONNECTION. 3. PROVIDE WITH DRY BULB ECONOMIZER AND BAROMETRIC RELIEF DAMPER. 4. ECONOMIZER SHALL INCLUDE FAULT DETECTION DIAGNOSTICS (FDD). DAMPER LEAKAGE SHALL MEET APPLICABLE ENERGY CODE. 5. PROVIDE WITH CONDENSER COIL HAIL GUARD. 6. DUCT SMOKE DETECTOR ON THE RETURN SIDE DUCT AND SHUTDOWN RELAY SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. 7. PROVIDE CORROSION PROTECTION - PHENOLIC EPDXY COATING, FACTORY APPLIED TO CONDENSER AND EVAPORATOR COILS. 8. PROVIDE WATER LEVEL MONITORING DEVICE IN DRAIN PAN TO SHUT OFF UNIT IF THE DRAIN LINE BECOMES RESTRICTED. 9. UNITS WITH COOLING CAPACITY GREATER THAN OR EQUAL TO 65 MBH SHALL HAVE MULTI -STAGE CAPABILITY PER APPLICABLE ENERGY CODE. 10. PROVIDE ADAPTOR CURB. 11. PROVIDE WITH MODEL BAYHTRA318 SUPPLEMENTAL HEATER, 18.0 KW AT 240 VOLT, 13.5 KW AT 208 VOLT, 3 PHASE ELECTRIC HEATER. 12. PROVIDE CONTROLS TO PREVENT THE SUPPLEMENTARY ELECTRIC HEAT FROM OPERATING WHEN THE HEAT PUMP CAN MEET THE HEATING LOAD. DIFFUSERS, GRILLES AND REGISTERS MARK SERVICE LOCATION CEILING TYPE MOUNTING TYPE MANUFACTURER MODEL NUMBER REMARKS D-1 SUPPLY CEILING AC TILE LAY -IN TITUS OMNI X 3 24x24 26 D-75 1,2,5 D-2 SUPPLY CEILING GYP. BOARD LAY -IN TITUS OMNI X 3 12x12 26 D-75 (1,2,4,5) D-3 SUPPLY CEILING AC TILE LAY -IN TITUS FTI-10-2-4-12-66-HT 1,2,5 D-4 SUPPLY CEILING GYP. BOARD SURFACE TITUS FL-10-2-77-HT/FBPI-10-2-10 (1,2,5) D-5 SUPPLY DUCT NA SURFACE TITUS 30ORL-XX-1-26 1,2,5 G-1 IRETURN/TRANS1 CEILING AC TILE LAY -IN TITUS 50F X X X 3 26 (1-3,5 G-2 I RETURN CEILING GYP. BOARD SURFACE TITUS 50F X X X 1 26 1-3,5) REMARKS: 1. TITUS IS THE BASE OF DESIGN. KRUEGER, PRICE, NAILOR, CARNES ARE 2. SEE PLAN FOR NECK SIZE. 3. PROVIDE 1 /2" X 1 /2" X 1" CORE. 4. PROVIDE WITH MODEL TRM FRAME. 5. COORDINATE WITH ARCHITECT AND STARBUCKS CONSTRUCTION MANAGER EQUAL. NO EXCEPTIONS. ON FINAL FINISH AND COLOR FOR ALL AIR DEVICES. DIA. WIRE DIA. ROD STRAP 10" DN ONE 12 GA. 1/4" 1" x 22 GA. 11-18" TWO 12 GA. OR ONE 8 GA. 1 /4" 1 " x 22 GA. 19-24" TWO 10 GA. 1/4" 1" x 22 GA. 25-36" TWO 8 GA. 3/8" 1" x 20 GA. 37-50" - TWO 3/8" TWO 1 " x 20 GA. 51-60" - TWO 3/8" TWO 1 " x 18 GA. 61-84" - TWO 3/8" TWO 1 " x 16 GA. 85-96" - TWO 1 /2" TWO 1 1 /2" x 16 GA. NOTES: 1. STRAPS ARE GALVANIZED STEEL; RODS ARE UNCOATED OR GALVANIZED STEEL; WIRE IS BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED STEEL. ALL ARE ALTERNATIVES. 2. TABLE ALLOWS FOR CONVENTIONAL WALL THICKNESS, AND JOINT SYSTEMS PLUS ONE LB/SF OF INSULATION WEIGHT. IF HEAVIER DUCTS ARE TO BE INSTALLED, ADJUST HANGER SIZES TO BE WITHIN THEIR LOAD LIMITS. HEATING VENTILATING AND AIR CONDITIONING SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION THERMOSTAT WITH CONTROL WIRING {}VD MANUAL VOLUME DAMPER {}MD MOTORIZED DAMPER Q HUMIDISTAT (BY EQUIPMENT MANUFACTURER) {RFD FIRE DAMPER ROUND DUCT RISER OR DROP {LSD SMOKE DAMPER ® SUPPLY OR OUTDOOR AIR DUCT RISER OR DROP (SA OR OA) {=F-FD.SD COMBINATION FIRE AND SMOKE DAMPER 400 CFM 10 0 D X SQUARE/RECTANGULAR DIFFUSER WITH AIRFLOW TAG. SEE SCHEDULE FOR EXACT DIFFUSER TYPE. PROVIDE SECTORIZING BAFFLES TO ACHIEVE AIRFLOW PATTERN SHOWN. RETURN OR EXHAUST AIR DUCT RISER OR DROP (RA OR EA) 10 6 RECTANGULAR DUCT WITH SIZE FIRST FIGURE IS SIDE SHOWN '00 CFM 10""0 D-X ROUND DIFFUSER WITH AIRFLOW TAG SEE SCHEDULE FOR EXACT DIFFUSER TYPE 1010 ROUND DUCT WITH SIZE �-- �10'op e lJ_11111 FLEXIBLE DUCT WITH SIZE ELBOW WITH TURNING VANES T 400 CFM 1216 D- SQUARE/RECTANGULAR SUPPLY GRILLE WITH AIRFLOW TAG. SEE SCHEDULE FOR EXACT DIFFUSER TYPE. ADJUST BLADES OR PATTERN CONTROLLER TO ACHIEVE AIRFLOW PATTERN SHOWN. EXISTING NEW WORK POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK. 100 CFM 616 G-X EXHAUST AIR GRILLE WITH AIRFLOW TAG SEE SCHEDULE FOR EXACT GRILLE TYPE 1,200 CFM oA�, MINIMUM OUTDOOR AIR 6 6 G-X RETURN AIR GRILLE WITH TAG SEE SCHEDULE FOR EXACT GRILLE TYPE DUCT SMOKE DETECTOR HATCH PATTERN INDICATES ITEMS BEING REMOVED. NOTE: NOT EVERY DEVICE OR SYMBOL IN THIS LEGEND MAY BE USED ON THIS PROJECT. HEATING VENTILATING AND AIR CONDITIONING ABBREVIATIONS ABBREVIATION TERM ABBREVIATION TERM AFF ABOVE FINISHED FLOOR MBH 1000 BTU PER HOUR CFM CUBIC FEET PER MINUTE FA OR CA OUTDOOR AIR EA EXHAUST AIR RA RETURN AIR HVAC HEATING VENTILATING AND AIR CONDITIONING SA SUPPLY AIR © 2022 STARBUCKS COFFEE COMPANY 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: 2021.10.22 ARCHITECT OF RECORD GRAPHITE DESIGN GROUP, LLC, ARCHITECTS 1807 7TH AVENUE, SUITE 700 SEATTLE, WA 98101 (206)224-3335 RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT # Revision Schedule Rev Date By Description MECHANICAL DETAILS SHEET NUMBER: M501 DUCT SHOULD EXTEND STRAIGHT MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT FOR SEVERAL INCHES FROM A HALF OF 10 FT. SPACING 8 FT. SPACING 5 FT. SPACING 4 FT. SPACING CONNECTION BEFORE BENDING DUCT WIRE/ WIRE/ WIRE/ WIRE/ PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD r,► 1 1/2" (38mm) MINIMUM 2 = 30" 1" x 22 GA. ( 135") 1" x 22 GA. 10 GA. � 135") 1" x 22 GA. A. 106A� 1" x 22 GA. � 106A� - • CiM P = 72" 1 " x 18 GA. 3/8" 1 " x 20 GA. 1 /4" 1 " x 22 GA. 1 /4" 1 " x 22 GA. 1 /4" 2 0 P = 2 96" 1 " x 16 GA. 3/8" 1 " x 18 GA. 3/8" 1 " x 20 GA. 3/8" 1 " x 22 GA. 1 /4" © 2022 STARBUCKS COFFEE COMPANY MAX. SAG 1/2" PER / 1 1 „ (38mm) BAND CLAMP P STARBUCKS ( ) FOOT 41.7 mm PER m �/2 , WITH WIRE /S OPTIONAL — = 120 1 1/2 x 16 GA. 1/2 1' x 16 GA. 3/8 1 x 18 GA. 3/8' 1" x 20 GA. 1/4' OF SUPPORT SPACING 2 2401 UTAH AVENUE SOUTH P SEATTLE, WASHINGTON 98134 2 = 168" 1 1 /2" x 16 GA. 1 /2" 1 1 /2" x 16 GA. 1 /2" 1 " x 16 GA. 3/8" 1 " x 18 GA. 3/8" (206) 318-1575 A`p„T�2pp P = 192" --- 1/2" 1 1/2" x 16 GA. 1/2" 1" x 16 GA. 3/8" 1" x 16 GA. 3/8" THESE DRAWINGS AND THE PROJECT MANUAL himJM 2 ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS '�I'7MOij,, IRE P CORPORATION, WHICH IS THE OWNER OF THE MAX. SAG 1/2" PER 2 193" UP SPECIAL ANALYSIS REQUIRED = COPYRIGHT IN THIS WORK. THEY SHALL NOT FOOT (47.7 mm PER m) BE REPRODUCED (IN WHOLE OR IN PART), OF SUPPORT SPACING WHEN STRAPS ARE LAP JOINED SINGLE HANGER MAXIMUM ALLOWABLE LOAD SHARED WITH THIRD PARTIES OR USED IN ANY L- USE THESE MINIMUM FASTENERS: MANNER ON OTHER PROJECTS OR STRAP WIRE OR ROD (DIA.) EXTENSIONS TO THIS PROJECT WITHOUT THE 1 " x 18, 20, 22 GA. — TWO #10 OR ONE 1 /4" BOLT PRIOR WRITTEN CONSENT OF STARBUCKS �<--1 1/2" (38mm) MINIMUM 1" x 16 GA. — TWO 1/4" DIA. 1" x 22 GA. —260 LBS. 0.106" — 80 LBS. CORPORATION. THESE DRAWINGS AND 1" x 20 GA. — 320 LBS. 0.135" — 120 LBS. SPECIFICATIONS ARE INTENDED TO EXPRESS 1 " x 16 GA. — TWO 3/8" DIA. DESIGN INTENT FOR A PROTOTYPICAL CLOSER MAXIMUM INTERVALS MAY BE SPECIFIED PLACE FASTENERS IN SERIES, NOT SIDE BY SIDE. 1 x 18 GA. — 420 LBS. 0.162' — 160 LBS. STARBUCKS STORE (WHICH IS SUBJECT TO AS A CONDITION OF U.L. LISTING, PARTICULARLY / 1 " x 16 GA. — 700 LBS. 1 /4" — 270 LBS. IN FIRE RATED FLOOR — CEILING ASSEMBLIES / 1 1 /2" x 16 GA. — 1100 LBS. 3/8" — 680 LBS. CHANGE AT ANYTIME) AND DO NOT REFLECT f ACTUAL SITE CONDITIONS. NEITHER PARTY 1/2" — 1250 LBS. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO 5/8" — 2000 LBS. THE OTHER (EXCEPT STATED ABOVE) UNTIL A 3/4" — 3000 LBS. WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. NOTES: 1. DIMENSIONS OTHER THAN GAUGE ARE IN INCHES. STARBUCKS TEMPLATE VERSION: i2021.10.22 2. TABLES ALLOW FOR DUCT WEIGHT, 1 LB./SF INSULATION WEIGHT AND NORMAL REINFORCEMENT IBLE DUCT S U PP 0R TS AND TRAPEZE WEIGHT, BUT NO EXTERNAL LOADS. ARCHITECT OF RECORD 3. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL. &LLEX 4. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 16 GA. MAXIMUM, EXCEPT THAT WHEN NOT TO SCALE MAXIMUM DUCT DIMENSION (W) IS OVER 60" THEN P/2 MAXIMUM IS 1.25 W. 1:122100 logoblack;,g 5. 12, 10 OR 8 GA. WIRE IS STEEL OF BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED TYPE. 6. DUCTS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 10 FEET. 25-1/4", 21-1/4", 19-1/4" OR 01 GRAPHITE DESIGN GROUP, LLC, ARCHITECTS 13-1/4" OUTSIDE DIMENSION 1807 7TH AVENUE, SUITE 700 "C" CHANNEL SEATTLE, WA 98101 REINFORCING (206) 224-3335 BY G. C. AROUND OPENING y ROY SC CINCH BAND RECTANGULAR DUCT HANGER TABLE �(O03' ov SIVY/4cti�L9c� 2 (-D� MOUNTING SCREW NOT TO SCALE '— INSULA TED FIELD INSTALLED 315,48 SHEET 23 , 19 ", 17" OR 11 " O F F T�� INSULA TED METAL INSIDE DIMENSION , FLEXIBLE PLENUM d DUCT I DRYWALL CEILING Dote: 04115124 1 1-1/2" a 2609 METAL B STUD O MAX. 45' DIVERGING, 60` CONVERGING 0 MAX. 45° DIVERGING, 60' CONVERGING ROUND TO E — OVAL TRANSITION IFRAMINGA 15' OR LESS AB OX AlR —AIR z STEEL LOW LO MOUNTING — C) RECEIVED LINEAR 24'; 20'; 18" OR 12" 1-1/8" FRAME GYP. BD. CEILING DIFFUSER W/TH TRANSFORMATION EXPANSION CONTRACTION 0 May 15 2024 CONCEALED l07E- CITY OF EDMONDS FASTENER 1. CONTACT MANUFACTURER FOR INFORMATION DEVELOPMENT SERVICES DEPARTMENT REGARDING ROUGH —IN SIZES. 06 TURNING � � C)TYPICAL DRYWALL VANE r Q Qo LINEAR DIFFUSER DETAIL MOUNTING FRAME DETAIL VANESG oX m 7 4 NOT TO SCALE NOT TO SCALE 2/`30 D rn 0 >Q THREE v J V) Z 90 ELBOW TURNING VANES 2/3D �D� LLI � � Q � RECTANGULAR OR AT ELBOW SIMILAR NO THROAT RADIUS SHORT RADIUS FULL RADIUS z Z C) 0 ROUND OPPOSED O Q Z BLADE DAMPER U U w O 3 1/2" ` W W CINCH BAND o p Q o C:) 0 W a- � W O SLOPE — ° FLEXIBLE CASING 1 � � 1 " IN 7" MAX. 7/8" THREADED CAP, ( INSULATED SLOPE — STORE #: 3232 AND WIRE 50 —O I" /N 7" MAX. 1 /N 4 MIN. TAMPER PROOF OPTIONAL SHEET PROJECT #: 03188-076 MAXIMUM) _ INSULA TED METAL I" IN 4 " M/N. PLAN --- FLEXIBLE ISSUE DATE: 04/15/2024 PLENUM DUCT SUPPLY OR RETURN WYE TURNING VANES DESIGN MANAGER: GRAPHITE METAL RECTANGULAR DUCT o PRODUCTION DESIGNER: GRAPHITE FLEXIBLE CASING AND. STUD O�xO CHECKED BY: GRS WIRE (50 =0" MAXIMUM)'` ROUND TO O W Revision Schedule MOUNTING BRACKET OVAL TRANSITIONEkf 'N A Rev Date By Description • r^ LINEAR �— DIFFUSER W1 TV L= W 4, 4" MIN. CF"�` ����l G RACK 8c PINION GYP. BD. CEILING / COVER PLATE OPERA TOR CONCEALED FT FASTENER MOUNTING BRACKET 45 DEGREE ENTRY O 45' 90• ELBOW TAKE -OFF ELEVATION COVER PLATE BRANCH TAKE -OFF USE ONLY IN AREAS FULL RADIUS ELBOW SHEET TITLE: SOCKET WRENCH FITTING WHERE SPACE IS LIMITED TAKE -OFF MECHANICAL DETAILS LINEAR SLOT!C1REMOTE VOLUME DAMPER CONTROLLER SERDETAIL DUCTWORK DETAILS SCALE: AS SHOWN 6(j)�I�FFU1 � l SHEET NUMBER: NOT TO SCALE NOT TO SCALE NOT TO SCALE M601 New Yuk• MIeM On®Fe Lna Argales SeaMe Hontlul © 2022 STARBUCKS COFFEE COMPANY 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: 2021.10.22 ARCHITECT OF RECORD GRAPHITE DESIGN GROUP, LLC, ARCHITECTS 1807 7TH AVENUE, SUITE 700 SEATTLE, WA 98101 (206)224-3335 RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT # Revision Schedule Rev Date By Description MECHANICAL DETAILS SHEET NUMBER: M701