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3230 Red Cleveland Blvd + (a) (Exempt)
CITY OF SEP 11 201 P • 'r ,. • = SANF®RD :��__ ____ PERMIT APPLICATION BUILDING DIVISION Application No: Documented Construction Value: $ 15 100 U Job Address: 3230 Red Cleveland Blvd - SFB Terminal B Historic District: Yes ❑ No® Parcel ID: 05-20-31-5AY-0000-32Ao Residential ❑ Commercial El Type of Work: New ❑ Addition El Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work- Alteration of a Starbucks Kiosk in Terminal B of the Sanford Airport. Plan Review Contact Person: Katie K1eibl Phone: 407-643-2396 Fax: Ti : Assistant Permitting Manager tle Email- Katie Kleibl Property 'Owner Information Niv-a! Name Sanford Airport Authority Phone: Street: 1200 Red Cleveland Boulevard City, State Zip: Sanford, FL 32773 Name Mclntee Construction Services Street: City, State Zip: Resident of property? : No . Contractor Information Phone: 407-304-0483 Fax. State License No: CBC1259392 Architect/Engineer Information Name: Cuhaci & Peterson Architects Phone: 407-661-9100 1925 Prospect Avenue Street: _Mand-, FL 32614Fax: City, St, Zip: Bonding Company: Address: E-mail: KatieK@c-p.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. a) N U) a) F-- 0 0 (D d' 00 M 0 00 N N M 0 r 00 r 0 N 0 m ABBREVIATIONS 3PL THIRD PARTY LOGISTICS AC AIR CONDITIONING ACC ACCESSIBLE ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION AMP AMPERE AOR ARCHITECT OF RECORD APPROX APPROXIMATE BOH BACK OF HOUSE BLDG BUILDING CAB CABINET CKT CIRCUIT CL CENTER LINE CLG CEILING CLR CLEAR OR CLEARANCE COL COLUMN COMP COMPARTMENT CONST CONSTRUCTION CONT CONTINUOUS CTR CENTER CW COLD WATER CWF COLD WATER FILTERED CX COMMISSIONING CXA COMMISSIONING AGENT DEG DEGREES DET DETAIL DIA DIAMETER DISP DISPENSER DIM DIMENSION DM STARBUCKS DESIGN MANAGER DN DOWN DWG(S) DRAWING(S) EA EACH EC ELECTRICAL CONTRACTOR EG EXHAUST GRILLE EL ELEVATION ELEC ELECTRICAL EM EMERGENCY EQ EQUAL EQUIP EQUIPMENT EXIST OR (E) EXISTING EXP EXPOSED EXT EXTERIOR FC STARBUCKS FIXTURE CONTRACTOR/INSTALLER FCO FLOOR CLEANOUT FD FLOOR DRAIN FF&E FURNITURE, FIXTURE AND EQUIPMENT F&I FURNISH AND INSTALL FIN FINISH FLR FLOOR FOH FRONT OF HOUSE FRP FIBERGLAS REINFORCED PANEL FS FLOOR SINK FT FOOT OR FEET GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND HC HOLLOW CORE HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HS HAND SINK HT HEIGHT HVAC HEATING, VENTILATING AND AIR CONDITIONING HW HOT WATER ID INSIDE DIAMETER LC LICENSEE LL LANDLORD LV LOW VOLTAGE MAX MAXIMUM MC MECHANICAL CONTRACTOR MECH MECHANICAL MEP MECHANICAL, ELECTRICAL AND PLUMBING MFR MANUFACTURER MIN MINIMUM MS MOP SINK NIC NOT IN CONTRACT NTS NOT TO SCALE OA OVER ALL OC ON CENTER OD OUTSIDE DIAMETER PC PLUMBING CONTRACTOR PD STARBUCKS PRODUCTION DESIGNER PDM STARBUCKS PROJECT DEVELOPMENT MANAGER PLAM PLASTIC LAMINATE POS POINT OF SALE R RADIUS REF REFERENCE REQ('D) REQUIRE(D) REV REVISION RG RETURN GRILLE RND ROUND RT ROOFTOP SB STARBUCKS SC SOLID CORE SF SQUAREFEET SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL SUSP SUSPENDED TEL TELEPHONE TEMP TEMPORARY TW TEMPERED WATER TYP TYPICAL UC UNDERCOUNTER LION UNLESS OTHERWISE NOTED VD VENDOR DIRECT VERT VERTICAL VIF VERIFY IN FIELD W SANITARY WASTE WH WATER HEATER WP WEATHER PROOF WCO WALL CLEANOUT SEP i 2018 GENERAL NOTES 1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LICENSEE'S ARCHITECT AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL CONSULT WITH LICENSEE'S ARCHITECT AND STARBUCKS PROJECT DEVELOPMENT MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY THE LICENSEE'S ARCHITECT AND STARBUCKS PROJECT DEVELOPMENT MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE STRUCTURE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 6. 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. 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. 8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE SUBMITTED TO THE STARBUCKS PROJECT DEVELOPMENT MANAGER FOR RECORD. 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. 10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY". 11. FOR THE PURPOSE OF THESE 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. 12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS DESIGN MANAGER. 13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION. LICENSED STORES RESPONSIBILITY LEGEND SB - STARBUCKS FC - STARBUCKS FIXTURE CONTRACTOR LC - LICENSEE GC- LICENSEE'S GENERAL CONTRACTOR FLAME SPREAD REQUIREMENTS CASEWORK CLASS A SUBSTRATE CLASS A SEALANTS CLASS A MURALS CLASS A FURNITURE CLASS A FABRIC CLASS A OTHER "A" GC TO MAINTAIN EXISTING FLAME -SPREAD FINISHES AS REQUIRED ARCHITECTURAL SYMBOL LEGEND 0 2 4 8 NScale: X =X NORTH GRAPHIC DATUM ARROW SCALE POINT EXTERIOR INTERIOR SECTION DETAIL ELEVATION ELEVATION CALL -OUT CALL -OUT CALL -OUT CALL -OUT (XX; XXXX AFF X' XX" SHEET ABOVE FINISH FINISH REVISION NOTE FLOOR FACE TO CLOUD CALLOUT HEIGHT TAG FINISH FACE DIMENSION AxPXXX-ES X XXX D X REVISION PAINT DESIGN ID DOOR WINDOW TAG TAG TAG TAG TAG PROJECT DESCRIPTION - TEMP. CAFE NEW REMODEL OF EXISTING FOOD KIOSK RELOCATED FROM OFF SITE TO TERMINAL "B" - AIRSIDE TRANSFER LEVEL IN THE SANFORD INTERNATIONAL AIRPORT (SFB). MODIFY BACK OF HOUSE TO INCLUDE STARBUCKS KITCHEN EQUIPMENT AND MODIFY MEP AS NECESSARY. RECONFIGURE LAYOUT OF SERVICE COUNTER TO INCLUDE STARBUCKS SERVICE EQUIPMENT, COUNTER, LOGO, AND FINISHES. THIS SCOPE OF WORK IS CLASSIFIED AS ALTERATION - LEVEL 2 (FBC-EX 2010, SEC 404): LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. APPLICABLE CODES • FLORIDA BUILDING CODE 6TH EDITION (2017) • FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) • EXISTING BUILDING CODE (2017) • NATIONAL ELECTRICAL CODE (2014) • MECHANICAL CODE (2017) • FUEL GAS CODE (2017) • FLORIDA ENERGY CODE (2017) • PLUMBING CODE (2017) • FLORIDA FIRE PREVENTION CODE (6TH EDITION) • NFPA 101 LIFE SAFETY CODE (2015) WITH FLORIDA AMENDMENTS • NFPA 1 UNIFORM FIRE CODE (2015) WITH FLORIDA AMENDMENTS • FLORIDA STATUTES • FLORIDA ADMINISTRATIVE CODE BUILDING CODE INFORMATION OCCUPANCY CLASSIFICATION CONSTRUCTION TYPE FIRE PROTECTION SYSTEM BUILDING AREA OCCUPANCYLOAD ACCESSIBLE SEATING PLUMBING FIXTURES A-2 I -B EXISTING SPRINKLERS 365 SF 4 NO SEATS PROVIDED EXISTING AIRPORT FIXTURES CUSTOM DESIGN ID KEY SIGNAGE "S" x0000 - x0999 GRAPHICS AND ARTWORK "G" x1000 - x1099 SITE "Y" X1100 -X1199 DOORS "D" x2000 - x2999 DATA DEVICE "A" x3000 - x3999 SPECIALITY EQUIPMENT "E" x4000 - x4999 CASEWORK "C" x5000 - x5999 FURNITURE "F" x6000 - x6999 LIGHTING FIXTURE "L" x7000 - x7999 PLUMBING / MECHANICAL "P" /..M.. x8000 - x8999 FINISHES - PAINT 0 Q i\-1102 FINISHES - FLOOR TREATMENT "T" x9200 - x9399 FINISHES - WALL TREATMENT "Q" / "R" x9400 - x9799 FINISHES - CEILING TREATMENT "U" x9800 - x9999 SCHEDULE PREFIX A - DATA DEVICE SCHEDULE B - WALL BASE SCHEDULE C - CASEWORK SCHEDULE D - DOOR SCHEDULE E - SPECIALTY EQUIPMENT SCHEDULE F - FURNITURE SCHEDULE G - GRAPHICS AND ARTWORK SCHEDULE L - LIGHTING FIXTURE SCHEDULE M - MECHANICAL EQUIPMENT SCHEDULE P - PLUMBING FIXTURE SCHEDULE Q - WALL TREATMENT (AREA) SCHEDULE R - WALL TREATMENT (LENGTH) SCHEDULE S - SIGNAGE SCHEDULE T - FLOOR TREATMENT SCHEDULE U - CEILING TREATMENT SCHEDULE W - WINDOW SCHEDULE Y - SITE SCHEDULE X9000 - x9199 VICINITY PLAN F 2tth ni L3 CTS Airline Academy � D ff Million Air Orlando 1200 Rett Cleveland Boulevard G ? R,, S Hertz Florida Clay Art Q Alamo Rent i Car rise„�a F f Airport Blvd Don Knight Park at Lake Golden a S9 E nomp S! E Ooorz ST 0 e 1de taje A -� Wwmi Ln Lake ,tom STORE LOCATION PROJECT CONTACTS OWNER STARBUCKS COFFEE COMPANY 2401 TAH AVENUE SOUTH MS STOP: S-SD9 SEATTLE WASHINGTON 98134 CONTACTS CLAUDIA ROSS, PROJECT DESIGN MANAGER (206)318-0065 CLROSS@STARBUCKS.COM ASHLEY CAMPBELL, PROJECT DEVELOPMENT MANAGER (303) 489-1996 ACAMPBEL@STARBUCKS.COM LICENSEE HMS HOST 456 NE 10 TERRACE BOCA RATON, FLORIDA 33432 CONTACTS MIKE NOELL, PROJECT DIRECTOR (561)430-9055 MIKE.NOELL@HMSHOST.COM AVIATION AUTHORITY SANFORD AIRPORT AUTHORITY 1200 RED CLEVELAND BLVD. SANFORD, FLORIDA 32773 AIRPORT AUTHORITY STAFF (407) 585-4000 AIRPORTS WORLDWIDE 3212 RED CLEVELAND BLVD., SANFORD, FLORIDA 32773 AIRPORTS WORLDWIDE STAFF (407) 585-4500 ARCHITECTURAL CUH ACI AND PETERSON, INC. 1925 PROSPECT AVENUE ORLANDO, FLORIDA 32814 CONTACTS RON ALQALLAF, SR. PROJECT COORDINATOR (407) 661-9100 EXT. 1474 RONA@C-P.COM WADE ARNOLD, ARCHITECT OF RECORD (407) 661-9100 EXT. 2383 WADEA@C-P.COM MECHANICAL/PLUMBING CUHACI AND PETERSON, INC. 1925 PROSPECT AVENUE ORLANDO, FLORIDA 32814 CONTACTS JOHN FERREIRA, ENGINEERING MANAGER (407) 661-9100 EXT. 2461 JOHNF@C-P.COM JOE KEENE, ENGINEER OF RECORD (407) 661-9100 EXT. 2357 JOEK@C-P.COM ELECTRICAL CUHACI AND PETERSON, INC. 1925 PROSPECT AVENUE ORLANDO, FLORIDA 32814 CONTACTS KIM HAROLD, ENGINEERING MANAGER (407) 661-9100 EXT. 2409 KIMH@C-P.COM GARY S. WALL, ENGINEER OF RECORD (407) 661-9100, EXT. 2384 GARYW@C-P.COM Orlando Sanford International Airport INDEX OF SHEETS INDEX w Q SHEET SHEET TITLE ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: G0001 Title Sheet PRODUCTION DESIGNER: G0002 Life Safety Plan AD -1101 Demolition Plan 1 *31-1102 Demolition Ceiling Plan ^;D-1104 Demo Equipment Casework Plan D AD -1105 Demolition Floor & Wall Finish Plan W A-1101 Floor Plan 0 Q i\-1102 Reflected Ceiling Plan A-1103 Casework Plan A-1104 Furniture, Fixtures & Equipment Plan A-1105 Floor & Wall Finish Plan A-2101 Back Bar Elevations A-2102 Work Room Elevations P0001 Plumbing Notes P1101 Plumbing Design Plan E0001 General Notes and Legends 0 E0002 Specifications - Electrical FyU W E1101 Floor Plans - Electrical WI E1301 IPower Riser Diagram & Panel Schedules THIS INTERIOR BUILD OUT SHALL COMPLY WITH NFPA 241, "STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS” AND CHAPTER 16 OF NFPA 1. IT PROVIDES ESCAPE FACILITIES AT ALL TIMES, PER NFPA 101,SECTION4.6.10. FIRE ALARM NOTE: FIRE ALARM CONTRACTOR SHALL DISCONNECT AND RECONNECT FIRE ALARM DEVICES AS NECESSARY FOR REMODEL SOW. NO NEW DEVICES SHALL BE PROVIDED UNLESS APPROVED, IN WRITING, BY THE EOR. FIRE ALARM & SPRINKLER NOTE: EXISTING FIRE ALARM AND SPRINKLER SYSTEMS ARE INTENDED TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE COMPLETE SIGNED & SEALED DOCUMENTS, AS ACCEPTED AND APPROVED BY A.H.J., PRIOR TO ANY SYSTEM MODIFICATIONS. DEFERRED SUBMITTALS TO BE SUBMITTED BY OTHERS UNDER SEPARATE COVER • SECURITY • AUDIO/VISUAL • SIGNAGE • FIRE ALARM SYSTEM, IF CHANGES REQUIRED • FIRE SUPPRESSION SYSTEM, IF CHANGES REQUIRED OFFICF71 AF(..!RD BUILDING D VISIQ `t I' ii l 66 ED SHALL BE CONSTRUED TO BEA "0 PPOCEED WITH THE WORK AND NOT AS =+_i i Hf,)Pi V i -O VIOiATE, CANCEL, ALTER OR SET 0- :iwY OF Tf ,E =.7RUVls IONS OF THE TECHNICAL _. t ;L R Sl IALL !_SSUANCE OF A PERMIT PREVENT �i i_M FTERG L i3i 4 , :P!,N'G N, COl� REC I l'<)N OF ERRORS IN PLANS, 00N31"RUCI-ION , )R VIOLA !ONS OF THIS CODE PERMIT STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 I2018.06.30 eR�ael g,� 7e>14 Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 H.M. C.,p.,- certificate BAA CM0526 0 wO LL J Q LL U � OfZ . Q 0 0 U W W �J O Cn 0 m 0 z or) Cal W J �<_j �Q LLJ�04 Z Q Z W J w U � U) — Q 0 0ao0 W W i.— � I— zz�0 LuLL Q m LU WOZ �vJ ~^^ W te~NQ 0 0 z r STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: TITLE SHEET I SCALE: AS SHOWN I SHEET NUMBER: G0001 a U) 0 0 J 00 M 0 00 NI 0 0 0 0 U g rn d' eD M O e0 00 0 EO EXISTING AIRPORT 32" 1 160 COLUMN TO REMAIN 32" 160 No. OF PEOPLE PER EGRESS WIDTH ❑� i� STARBUCKS MOVABLE CONDIMENT STAND EO [::=❑i 32" 1 160 L ❑ ❑ EXISTING I NOTE: SERVICE COUNTER AT-- AIRPORT --/SEATING PROVIDED BY AIRPORT ADJACENT OUTSIDE LIMITS OF LEASE "CHEEBURGER" LEASE LINE i — — — — — — — — — — — — — — — — — Z F-1 ❑ ❑ ❑ ❑ ❑ 7 I 59" BACK BAR �- I 'o� �0----------- -��I-------� MAX TRAVEL DISTANCE = 28 -7 EXISTING 01 0 0 0 1 ° "CHEEBURGER" I ;Ili RESTAURANTqn I CiWORK ���------i � — MAX TRAVEL DIST. = 34'-11 1/2' F-1 LIFE SAFETY PLAN \,L,/Scale: 1 /4 = 1'-0" LIFE SAFETY MEANS OF EGRESS, NFPA101 CHAPTER 7 NFPA 101 TABLE 7.3.1.2 - OCCUPANT LOAD FACTOR REQUIRED PROVIDED KITCHEN / WORKROOM 1 PERSON / 100 GSF 196 SF 2 PEOPLE BUSINESS / BACKBAR 1 PERSON / 100 GSF 174 SF 2 PERSON TOTAL OCCUPANT LOAD 4PEOPLE NFPA TABLE 7.3.3.1- EGRESS WIDTH / PERSON 07/ PERSON NFPA 7.3.4.1 MIN EGRESS WIDTH 36" MIN 36" NFPA 7.2.1.2.3.2 MIN. CLEAR DOOR OPENING 32" MIN 32" NFPA 13.2.6.2 MAX. TRAVEL DISTANCE 250' MAX 34'-111/2" LEGEND _>_ EGRESS PATH 32" 1 160 EGRESS WIDTH (INCHES) 32" 160 No. OF PEOPLE PER EGRESS WIDTH TECHNICAL MANAGER: STARTING POINT OF MAX DISTANCE OF EGRESS TRAVEL LEED®AP: POINT OF EGRESS FROM THE MAIN BUILDING PRODUCTION DESIGNER: RELOCATED FIRE EXTINGUISHER WITH MOUNTING BRACKET. CHECKED BY: MOUNT 44" AFF MAX. PROVIDE BLOCKING IN WALL FOR MOUNTING SUPPORT AS NEEDED. GC TO COORDINATE EXACT TYPE, LOCATION, AND MOUNTING HEIGHT WITH LOCAL FIRE OFFICIAL. I ® EMERGENCY EXIT SIGN N KEY PLAN NORTH SCALE:NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 C�iac/ i s 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 Florida Coryor"re CerU<c"re HAA C000526 a. �0-\t) w O w O Q �.�"". U 0 � Z O o U f- > O to � J ^^ O °° L.�.. �m 0�Zco w J 0<_j F— Q l- _j w CO �z w<ZW_i w cn O J u - U oOi-vo z m w Q OQww W Q m w Z off— LL o ryo < a w (n a Oz�U') STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: LIFE SAFETY PLAN SCALE: AS SHOWN SHEET NUMBER: G0002 c N 0. C O E a� 0 O Q 00 M O 00 NI 0 0 co 0 2 U g CD c .3 cu 00 co O 00 T_ 00 O r EXISTING SERVICE COUNTER/ ADJACEN" "CHEEBURG' 1 DEMOLITION PLAN Scale.1/4 = 1 -0 KEYED NOTES OEXISTING COLUMN TO REMAIN. O2 DEMOLISH ELIASON DOOR. PATCH OPENING WITH METAL STUD FRAMING AND GYP BOARD TO MATCH EXISTING, FINISHES PER FINISH PLAN. O3 DEMOLISH GYP BD TO TOP OF WALL. WALL STRUCTURE TO REMAIN. CEILING GRID TO REMAIN. COORDINATE REMOVAL AND REINSTALL OF CEILING GRID PARTS AS NECESSARY. ODEMOLISH EXISTING WALL. O5 EXISTING WALL TO REMAIN. FRP FINISH ON BACK OF HOUSE SIDE TO REMAIN; CLEAN TO LIKE NEW. PATCH AND REPAIR AS NECESSARY. OEXISTING CHASE TO REMAIN. OFIRE ALARM SYSTEM TO REMAIN. REMOVAL OF ANY COMPONENTS DEEMED NECESSARY FOR CONSTRUCTION MUST BE FOLLOWED BE REINSTALLATION OF SAME COMPONENTS. NO NEW INSTALL IS ALLOWED WITHOUT AHJ'S APPROVAL OF ENGINEERED SYSTEM. OREMOVE SECURITY GATE AND CABINET. SEE REFLECTED CEILING PLAN FOR RE-ROUTING OF TRACKS. OSWIFTWALL OR EQUAL TEMPORARY BARRICADE WALL. GC TO COORDINATE TILE DEMOLITION AND INSTALLATION WITH BARRICADE INSTALLATION. PROVIDE (2) TXTEGRESS DOORS BY SWIFTWALL OR EQUALL. 10 GC TO COORDINATE THAT THE BARRICADE WALL TERMINATES AT A MILLION IN THE ADJACENT WINDOW SYSTEM. 11 LEASE LINE. 12 EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN. 13 DEMOLISH FLOOR SINK AND CAP PIPE. FILL HOLE IN SLAB AND PREPARE SUBFLOOR AS REQUIRED TO PROVIDE EVEN WALKING SURFACE AND FINISHED FLOOR CONDITION. FIELD VERIFY EXACT LOCATION OF FLOOR SINK. 14 DEMOLISH SLAB FOR NEW FLOOR SINK. VERIFY UNDER FLOOR CONDITIONS FOR EXACT LOCATION. COMMUNICATE ANY CONFLICTS DUE TO EXISTING CONDITIONS WITH AOR AND EOR PRIOR TO DEMOLITION. 15 IF POSSIBLE, REROUTE ICE MACHINE TO EXISTING MOP SINK IN LIEU OF FLOOR SINK. GENERAL SHEET NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY ARCHITECT OF RECORD AND STARBUCKS PROJECT DEVELOPMENT MANAGER. B. GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. C. LABEL ALL EXISTING ITEMS THAT ARE TO BE PROPERLY STORED FOR RE -INSTALLATION. D. FIRE ALARM CONTRACTOR SHALL DISCONNECT AND RECONNECT FIRE ALARM DEVICES AS NECESSARY FOR REMODEL SOW. NO NEW DEVICES SHALL BE PROVIDED UNLESS APPROVED, IN WRITING, BY THE EOR. E. EXISTING FIRE ALARM SYSTEM IS INTENDED TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE COMPLETE SIGNED & SEALED DOCUMENTS, AS ACCEPTED AND APPROVED BY A.H.J., PRIOR TO ANY SYSTEM MODIFICATIONS. F. FLOOR PENETRATIONS REQUIRE X-RAY AND APPROVAL PRIOR TO DRILLING OR CUTTING SLABS. PENETRATIONS OF THE FLOOR GREATER THAN 1 1/2" REQUIRE X-RAY, REVIEW, AND AIRPORT APPROVAL. ON-SITE PHYSICAL LAYOUT OF SIZE AND LOCATION OF PENETRATIONS SHALL BE REVIEWED BY AN APPROPRIATE AIRPORT REPRESENTATIVE "BEFORE" ANY PENETRATIONS ARE ALLOWED. LEGEND MATERIAL TO BE DEMOLISHED EXISTING WALL TO REMAIN N KEY PLAN NORTH SCALE: NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 C�4iSff, Ph Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-91.00 F (407) 661-9101 MNllb/�lA�c Flonde Corymate Cerrificete kAA C.10 6 q.\0.4 ry 0 W0 LL i Q LL U o � Z 0 0 CU > ow � J O 1 � 0 w0 < _j �LLJ z U)Qzw� w U 2 v)O�LL a�� o0Q00 z�W w 1- �zz�0 M Q LL w W LLJ J W O Z O �--- U_O I— Q a to U) (WL 0z�t) STORE* 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: DEMOLITION PLAN I SCALE: AS SHOWN SHEET NUMBER: AD -1101 a ccU 0 �o W 0 O Q 00 M O _O NI O O O 0 U g c .3 ca D O M O O T_ O 0 ►� 1 DEMOLITION CEILING PLAN Scale. 1/4 = V-0" KEYED NOTES O1 REMOVE EXISTING LIGHT FIXTURE AND CAP CONDUIT & ELECTRIC LINE BACK TO SOURCE. PLACE CAP PLATE AT HOLE IN EXISTING AIRPORT CEILING. SEE ELECTRICAL DRAWINGS OREMOVE EXISTING CEILING TILE. CEILING TILE GRID TO REMAIN. CLEAN TO LIKE NEW CONDITION. COORDINATE REMOVAL AND REINSTALLATION OF GRID COMPONENTS IN FIELD AS NECESSARY O3 EXISTING DIFFUSERS TO REMAIN. CLEAN TO LIKE NEW CONDITION. O4 FIRE SPRINKLER SYSTEM TO REMAIN. ODEMOLISH SECURITY GATE TRACK. SEE REFLECTED CEILING PLAN FOR NEW TRACK ROUTE. 6O REMOVE EXISTING LIGHT FIXTURE AND STORE FOR REUSE. 7� EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN OEXISTING AIRPORT CEILING TO REMAIN ODEMOLISH GYP. BOARD AT CEILING SOFFIT. EXISTING SOFFIT STRUCTURE TO REMAIN. PRESERVE AND PREPARE FOR NEW SOFFIT GYP. PROTECT EXISTING AIRPORT CEILING DURING CONSTRUCTION 10 VERIFY LOCATION OF EXISTING FIRE SPRINKLER IN RELATION TO PATH OF NEW SECURITY GATE. RELOCATE SPRINKLER HEAD IF NECESSARY 11 EXISTING AIRPORT LIGHTS TO REMAIN. PROTECT AS NECESSARY DURING CONSTRUCTION 12 EXISTING LIGHT FIXTURES TO REMAIN. CLEAN TO LIKE NEW CONDITION 13 EXISTING COMMUNICATIONS PANEL BOARD TO REMAIN 14 EXISTING ELECTRIC DISCONNECT SWITCH TO REMAIN 15 EXISTING ELECTRIC PANEL AND CONDUITS TO REMAIN A. GENERAL SHEET NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY ARCHITECT OF RECORD AND STARBUCKS PROJECT DEVELOPMENT MANAGER. B. GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. C. LABEL ALL EXISTING ITEMS THAT ARE TO BE PROPERLY STORED FOR RE -INSTALLATION. D. FIRE ALARM CONTRACTOR SHALL DISCONNECT AND RECONNECT FIRE ALARM DEVICES AS NECESSARY FOR REMODEL SOW. NO NEW DEVICES SHALL BE PROVIDED UNLESS APPROVED, IN WRITING, BY THE EOR. E. EXISTING FIRE ALARM SYSTEM IS INTENDED TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE COMPLETE SIGNED & SEALED DOCUMENTS, AS ACCEPTED AND APPROVED BY A.H.J., PRIOR TO ANY SYSTEM MODIFICATIONS. LEGEND i EXISTING MECHANICAL SUPPLY TO REMAIN -- EXISTING PLENUM RETURN TO REMAIN EXISTING 24"X 24"ACT CEILING GRID TO REMAIN L I' EXISTING FLUORESCENT LIGHT TO REMAIN EXISTING CAN LIGHT TO REMAIN (�) EXISTING CAN LIGHT TO BE DEMOLISHED (12, EXISTING PENDANT LIGHT TO BE DEMOLISHED • EXISTING SPRINKLER HEAD TO REMAIN N KEY PLAN NORTH SCALE: NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Q018.06.30 &V eft1wCi,R.0 frl2 Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 AW jWM Fionda Corporate Certificate NAA C000526 &(,�O..?, w O w0 Q L U o � Z O o �0 �> O Cn � _j a. Om z ZCM WO Q J �--- Q LL J LLI ACV z � Q Z W J LU fin 0 -j LL m U o 0 U — O z m W Q oQLUW U ~ U <(��0 Uj UJ O I_ m o �F--oZ a U)C/)a O ? U) STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEEDG AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: DEMOLITION CEILING PLAN SCALE: AS SHOWN SHEET NUMBER: AD -1102 Y L 0 U c Cr III 0 lot0 O T_ i Q co M O co Ni O O r- 0 U g co �3 d' co co O O 00 0 Q M N r co T_ O N O 1-1 15 it. --- ----- -- -- -- -- -- --------- \ II /, A II 1 L_J I I L_J I II /- - - - - - - - - - L=== u�-' O I 4 14 1i I i 6 I r'---1 II If 1 1 f j j II IL IL I I L_� I I I__J, j L ----------J I II , t L _ _ _ J L _ _ J L _ _ J Ci I I 1 I I I I 11 8 13 9 7 10 1 1 I I � I I I I - -- - - --- ---- ---- DEMOLITION EQUIPMENT & CASEWORK PLAN Scale: 1/4" = V-0" KEYED NOTES OREMOVE CONDIMENTS COUNTER AND CABINETS. DEMOLISH ALL ASSOCIATED APPURTENANCES. COORDINATE DESTINATION W/ LICENSEE ODEMOLISH LOW WALL, GATE, COUNTERTOPS, CABINETS BELOW COUNTERS, AND ALL ASSOCIATED APPURTENANCES. OREMOVE ALL EQUIPMENT ABOVE AND BELOW COUNTERS. DEMOLISH ALL ASSOCIATED APPURTENANCES. ODEMOLISH SINK AND ALL ASSOCIATED APPURTENANCES. OCOORDINATE WITH OWNER'S REP REMOVAL OF PASTRY REFRIGERATOR AND DEMOLITION OF ASSOCIATED APPURTENANCES. OREMOVE BOTTLED DRINKS REFRIGERATOR AND DEMOLISH ASSOCIATED APPURTENANCES. COORDINATE DESTINATION WITH LICENSEE. OREMOVE EXISTING SHELVING. COORDINATE DESTINATION WITH LICENSEE. OTHREE COMPARTMENT SINK TO REMAIN. CLEAN TO LIKE NEW CONDITION. Og EXISTING HAND SINK TO REMAIN. CLEAN TO LIKE NEW CONDITION. (in) EXISTING MOP SINK TO REMAIN. CLEAN TO LIKE NEW CONDITION. 11 RELOCATE EXISTING FIRE EXTINGUISHER TO NEAR NEW ELIASON DOOR. SEE LIFE SAFETY PLAN. 12 REMOVE SECURITY GATE AND CABINET. SEE REFLECTED CEILING PLAN FOR RE-ROUTING OF TRACKS. 13 REMOVE EXISTING REFRIGERATOR. COORDINATE DESTINATION W/ LICENSEE 14 REMOVE ICE MACHINE, CAP PLUMBING & ELECTRICAL BACK TO SOURCE AND DEMOLISH FLOOR DRAIN. REFER TO ELECTRICAL & PLUMBING DRAWINGS. 15 EXISTING COMM BOARD TO REMAIN. 16 EXISTING DISCONNECT SWITCH TO REMAIN. 17 EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN GENERAL SHEET NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY ARCHITECT OF RECORD AND STARBUCKS PROJECT DEVELOPMENT MANAGER. B. GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. C. LABEL ALL EXISTING ITEMS THAT ARE TO BE PROPERLY STORED FOR RE -INSTALLATION. D. FIRE ALARM CONTRACTOR SHALL DISCONNECT AND RECONNECT FIRE ALARM DEVICES AS NECESSARY FOR REMODEL SOW. NO NEW DEVICES SHALL BE PROVIDED UNLESS APPROVED, IN WRITING, BY THE EOR. E. EXISTING FIRE ALARM SYSTEM IS INTENDED TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE COMPLETE SIGNED & SEALED DOCUMENTS, AS ACCEPTED AND APPROVED BY A.H.J., PRIOR TO ANY SYSTEM MODIFICATIONS. LEGEND �J TO BE DEMOLISHED EXISTING TO REMAIN N KEY PLAN NORTH SCALE:NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 & V_ Cerci &�ersvtt Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 ASW.0OAAt Flonde CorMre Cernl;eem #AA 0000526 000000000 0�0 OF FSO `moo ° a o O �° �a®E Af?,V® °o O o° o i® co. ° 000 O�0 Q�0O ��oo00000 w 0 WO QLL U 0 � Z 0 0 �0 �) O tW 0 m W 1 00 2m oWz� W _j 0<_j I--- Q L_ J W Cle Z (1)QM Zw_i z> LOU w0—jLL U LL o 0 v0 zmW QOQWW U � ~ U Q O WQ m n Z O �_ LI" 0W F- 04 OQ aw. w C) CL O Z (� STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: DEMO EQUIPMENT CASEWORK PLAN SCALE: AS SHOWN SHEET NUMBER: AD -1104 C cc .c 0) C LL 06 O O O 0 N 0 LOO Q 00 co O 00 NI O O 0 CA rn co O W r- 00 O Q N oo O N 0 To— EXISTING SERVICE COUNTER AT ADJACENT "CHEEBURGER" EXISTING °CHEEBURGER" RESTAURANT 12 ( 1 �I --(11 QUEUE 12 5 El T---r---r---T— --1 1 -- I ---1--- 1 a---L---------I —1--- — --� -- � 1-- I I I I I I I I 1 I i I I I I I I — 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 li I I I I -t---r---I----I----r-- I +*ttTIFIII1 -iIIr1 JJIIII1 J&rl BACKII11 '--- -L --_---- --1�1III — —�-- �— __J_1_1_1_L -1— -1 —� OI I 7 1 7 I — II I �I—I�—-1I--4I—+I 1I--L—L-1—1-11-4--=—L tI 1T + - --—= ---___---__--- �------.------ -- �-r1 1 — 1 IT IF Ir I T————I— I 1 T 6 ; i - r - - WORKROOM I ` 9 I — j - �'— r DEMOLITION FLOOR & WALL FINISH PLAN Scale: 1 /4" = V-0" 10 KEYED NOTES O1 LOCATION OF STARBUCKS LEASE LINE AND EXTENT OF SCOPE OF WORK O2 EXISTING QUARRY TILE TO REMAIN. O3 EXISTING CONCRETE SUBFLOOR. PATCH AS REQUIRED TO PROVIDE EVEN WALKING SURFACE AND FINISHED FLOOR CONDITION. ODEMOLISH EXISTING QUARRY TILE. PREP SUB FLOOR FOR NEW TILE. OEXISTING AIRPORT TILE TO REMAIN. ODEMOLISH ELIASON DOOR. PATCH OPENING WITH METAL STUD FRAMING AND GYP BOARD TO MATCH EXISTING, FINISHES PER FINISH PLAN. ODEMOLISH GYP BOARD TO TOP OF WALL. WALL STRUCTURE TO REMAIN. CEILING GRID TO REMAIN. COORDINATE REMOVAL AND REINSTALL OF CEILING GRID PARTS AS NECESSARY. ODEMOLISH EXISTING FLOOR FINISH AND ASSOCIATED EXISTING WALL BASE. REPAIR SUBFLOOR AS REQUIRED TO PROVIDE EVEN WALKING SURFACE AND FINISHED FLOOR CONDITION. COORDINATE DEMOLITION OF AIRPORT TILE WITH AIRPORT. COORDINATE REMOVAL OF EXISTING SECURITY GATE ACCESSORIES WITH SECURITY GATE CONTRACTOR. OEXISTING WALL TO REMAIN. FRP FINISH ON BACK OF HOUSE SIDE TO REMAIN; CLEAN TO LIKE NEW. PATCH AND REPAIR AS NECESSARY. 10 EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN. 11 EXTENT OF TILE DEMOLITION. DEMOLISH ON GROUT LINE. 12 SWIFTWALL OR EQUAL TEMPORARY BARRICADE WALL. GC TO COORDINATE TILE DEMOLITION AND INSTALLATION WITH BARRICADE INSTALLATION. GENERAL SHEET NOTES A. ALIGN TILE TRANSITIONS ON WHOLE TILES WHERE POSSIBLE. B. GENERAL CONTRACTOR TO PATCH AND REPAIR ANY DAMAGE TO EXISTING WALLS TO A SMOOTH, PAINT READY SURFACE PRIOR TO PAINTING. LEGEND EXISTING 16X16 AIRPORT TILE TO REMAIN EXISTING 16X16 AIRPORT TILE TO DEMOLISHED. EXISTING QUARRY TILE TO BE DEMOLISHED EXISTING QUARRY TILE TO REMAIN EXISTING CONCRETE SUBFLOOR N KEY PLAN NORTH SCALE: NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 eftL 0& 7%k&eVxr c Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 Florida Cwt. C° fifi.w NAA C00052b ° -v x$ w 0 w 0 LL i QU— U n � Z 0 0 �U �> O _j O m �nZco WJ OQ_jI` �Q LLJWM z QzLid —j w (n 0 -� LL Oi=vo zmw Qo< w USF-- (.) < W Q m LUZ O LL 0 Ix C) a 10 111 a OZ�(n STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: DEMOLITION FLOOR & WALL FINISH PLAN SCALE: AS SHOWN SHEET NUMBER: AD -1105 DOOR SCHEDULE - "D" NUMBER COUNT LOCATION SIZE DOOR GLAZING DETAILS HARDWARE REMARKS MATERIAL/FINISH TYPE HEAD JAMB 10086 1 WORKROOM TO BACK BAR 3'x7'x1" ELIASON PL0019 GRAPHITE F CLEAR ACRYLIC H1 J1 BY DOOR MANUFACTURER NO DOOR STOP DOUBLE ACTING DOOR DOOR ELEVATION T-4" CV TYPE F WALL TYPES EXISTING TO RE c N Q. O O CE 0 Q d' 00 co 0 eo T- N 1 - NI 0 O ti 0 U g rn c N D 00 M O 00 00 O i to N r r oo T" 0 N 0 r i T rr- i 2" 2" FRAME BY ACTURER DOOR DETAILS METAL DOOR FRAME 5/8" BACKER BOARD WITH BY MANUFACTURER TILE PER FINISH PLAN, �ELIASON DOOR ALSO SEE ELEVATIONS /1 5/8" GYP. BOARD FRP TO MATCH EXISTING CEILING TILE GRID TO REMAIN CEILING TILE GRID TO REMOVE EXISTING CEILING TILE . REMAIN. CLEAN TO LIKE INSTALL WASHABLE SMOOTH SURFACE NEW CONDITION. COORDINATE REMOVAL CEILING TILE TO FIT EXISTING GRID. AND REINSTALLATION SEE REFLECTED CEILING PLAN GRID COMPONENTS IN IN FIELD AS NECESSARY EXISTING METAL FRAMING TO REMAIN EXISTING METAL FRAMING TO REMAIN. SEE DEMOLITION AND FLOOR PLANS FOR PATCHING EXISTING OPENING AND ADDING NEW OPENING EXISTING FRP AND GYP. BOARD TO REMAIN. CLEAN TO LIKE NEW. SEE EXISTING FRP OVER GYP. BOARD TO DEMOLITION AND FLOOR REMAIN PLANS FOR PATCHING EXISTING OPENING AND EXISTING TILE TO REMAIN ADDING NEW OPENING WALL TYPE O J1 WALL TYPE O 2x WOOD BUCK METAL STUD FRAMING TO MATCH EXISTING REMOVE EXISTING CEILING TILE. INSTALL WASHABLE SMOOTH SURFACE CEILING TILE TO FIT EXISTING GRID. SEE REFLECTED CEILING PLAN TOP OF WALL TILE. SEE ELEVATIONS EXISTING GYP. BOARD AND TILE TO BE DEMOLISHED. INSTALL NEW 5/8" BACKER BOARD AND TILE FINISH PER FINISH PLAN DEMOLISH EXISTING TILE BASE. INSTALL NEW TILE BASE PER FINISH PLAN DEMOLISH EXISTING TILE AND PREP SUBFLOOR. INSTALL NEW TILE PER FINISH PLAN EXISTING GRID TO REMAIN 5/8" GYP. BOARD FRP TO MATCH EXISTING METAL DOOR FRAME BY MANUFACTURER ELIASON DOOR H1 EXISTING SOFFIT FRAMING TO REMAIN. SEE DEMOLITION CEILING AND REFLECTED CEILING PLANS 3 5/8" METAL STUD FRAMING AT 16" O.C. WITH 5/8" GYP BOARD ON EXPOSED SIDE. FINISH PER FINISH PLAN AND SCHEDULE. DEMOLISH EXISTING STAINLESS STEEL BASE. INSTALL NEW TILE BASE PER FINISH PLAN EXISTING TILE TO REMAIN NEW TILE PER REFLECTED CEILING PLAN 5/8" BACKER BOARD PER FINISH PLAN, ALSO SEE ELEVATIONS METAL STUD FRAMING TO MATCH EXISTING 2x WOOD BUCK WALL TYPE O CEILING TILE GRID TO REMAIN. CLEAN TO LIKE NEW CONDITION. COORDINATE REMOVAL AND REINSTALLATION OF GRID COMPONENTS IN FIELD AS NECESSARY REMOVE EXISTING CEILING TILE. INSTALL WASHABLE SMOOTH SURFACE CEILING TILE TO FIT EXISTING GRID. SEE REFLECTED CEILING PLAN EXISTING METAL FRAMING TO REMAIN. SEE DEMOLITION AND FLOOR PLANS FOR PATCHING EXISTING OPENING AND ADDING NEW OPENING EXISTING FRP AND GYP. BOARD TO REMAIN. CLEAN TO LIKE NEW CEILING TILE GRID TO REMAIN. CLEAN TO LIKE NEW CONDITION. COORDINATE REMOVAL _ AND REINSTALLATION OF GRID COMPONENTS IN FIELD AS NECESSARY METAL STUD FRAMING TO MATCH EXISTING. 4 A-2101 10 5/8" GYP BOARD WITH FRP TO MATCH EXISTING QUEUE A-2101 3 A-2101 I A-2101 2 I A100 2 / 1'-7" 2'-8" V-5" T-0" 141, 9 I BACKBAR 3 I 5 2 - 5 10086 3 v co r wn 4 A-2102 A-2102 3 1 ALIGN ---�J .7• A-2102 WORKROOM I'o 2 6 7 A-2102 �>> 4 �� la iI T 3Y (4Y '-(5 1 FLOOR PLAN Scale.1 /4 =V-0 -0 r., -,,WALL DETAIL Scale.1 — 1-0 CASEWORK DOOR OVER GATE CLOSET FULL HEIGHT WALL COVERING DID:18900 REF: FLOOR & WALL FINISH PLAN WALL TYPE 3 WALL TYPE O ,,.rnu WALL TYPE 5O GENERAL SHEET NOTES A. GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF RECORD AND STARBUCKS PROJECT DEVELOPMENT MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT, TO SUPPORT WALL ATTACHMENTS AND SIGNAGE. C. ALL DOORS TO PROVIDE 32" (815MM) MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION, UNLESS OTHERWISE NOTED. REMOVE EXISTING CEILING TILE. INSTALL WASHABLE SMOOTH SURFACE CEILING TILE TO FIT EXISTING GRID. SEE REFLECTED CEILING PLAN TOP OF WALL TILE. SEE ELEVATIONS 5/8" BACKER BOARD AND TILE FINISH PER FINISH PLAN NEW TILE AND BASE PER FINISH PLAN AND SCHEDULE. INTERIOR WALL LEGEND NEW FULL HEIGHT WALL EXISTING WALL N KEY PLAN NORTH SCALE: NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 C��aci & fe�ersatc Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 F °1.t. #AA C000526 KEYED NOTES ADE A®, ®.0 OLOCATION OF STARBUCKS LEASE LINE AND EXTENT 09/10/2018 TECHNICAL MANAGER: OF SCOPE OF WORK. LEED®AP: OEXISTING ELECTRIC PANEL AND CONDUITS TO CHECKED BY: REMAIN. NEW CEILING TILE GRID TO O THREE COMPARTMENT SINK TO REMAIN. CLEAN TO MATCH EXISTING LIKE NEW CONDITION. O EXISTING CHASE TO REMAIN. OEXISTING HAND SOAP AND TOWEL DISPENSERS TO INSTALL WASHABLE REMAIN. SMOOTH SURFACE CEILING TILE. SEE 6O EXISTING HAND SINK TO REMAIN. CLEAN TO LIKE REFLECTED CEILING PLAN NEW CONDITION OEXISTING MOP SINK TO REMAIN. CLEAN TO LIKE NEW INSTALL NEW GYP. BOARD CONDITION. AND FRP TO MATCH EXISTING PER FINISH PLAN O8 EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN. O9 COORDINATE CLOSET DEPTH WITH SECURITY GATE REQUIREMENTS. INSTALL NEW TILE BASE PER FINISH PLAN 10 SWIFTWALL OR EQUAL TEMPORARY BARRICADE WALL. GC TO COORDINATE TILE DEMOLITION AND PREP SUBFLOOR AND INSTALLATION WITH BARRICADE INSTALLATION. INSTALL NEW TILE PER PROVIDE (2) 3'X7' EGRESS DOORS BY SWIFTWALL OR FINISH PLAN EQUALL. REMOVE EXISTING CEILING TILE. INSTALL WASHABLE SMOOTH SURFACE CEILING TILE TO FIT EXISTING GRID. SEE REFLECTED CEILING PLAN TOP OF WALL TILE. SEE ELEVATIONS 5/8" BACKER BOARD AND TILE FINISH PER FINISH PLAN NEW TILE AND BASE PER FINISH PLAN AND SCHEDULE. INTERIOR WALL LEGEND NEW FULL HEIGHT WALL EXISTING WALL N KEY PLAN NORTH SCALE: NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 C��aci & fe�ersatc Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 F °1.t. #AA C000526 I..L O WO LL. U 0 LL Z . O o O�U �> O to J O °a co ��Zce) LL< ..I 0 Q �JWM Z vi QZW_i LL w U � U)Ov Q�W o�Q�w I- I— F— z Z � O wQ m J w: Ww0Z 0 F— LL A�LL^^' O0 W�—N vJ vJ � OZ�� STORE #: 57783 ADE A®, ®.0 oa ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: I..L O WO LL. U 0 LL Z . O o O�U �> O to J O °a co ��Zce) LL< ..I 0 Q �JWM Z vi QZW_i LL w U � U)Ov Q�W o�Q�w I- I— F— z Z � O wQ m J w: Ww0Z 0 F— LL A�LL^^' O0 W�—N vJ vJ � OZ�� STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: FLOOR PLAN SCALE: AS SHOWN SHEET NUMBER: A-1101 3 a U N N N O Q M O eo NI O O ti 0 U g c CU L d' 00 co O O DI 00 O O M r oo O N 0 CEILING TREATMENT SCHEDULE - "U" DESIGN IDI AREA I DESCRIPTION FURN. BY I INST. BY COMMENTS OTHER 10517 1374 SF JACT - WHITE - 2X2FT 61 X61 CM GC JGC IFINISH TO MATCH P550 PAINT SCHEDULE COLOR CODE DESCRIPTION LRV FURN. BY INST. BY COMMENTS P534 -ES SW - BLACK FOX; NCS/AKZO NOBEL - FOREST 8 GC GC SW7020, USE PRIMER BLACK CP -1; NCS - S 7502-Y; AKZO NOBEL - 30YY 10/038 P550 -ES SW - NACRE; NCS/AKZO NOBEL - WHITE 79 GC GC SW6154, USE PRIMER SWAN CP -1; NCS - S 1005-Y10R; AKZO NOBEL - 60YY 83/062 LIGHTING FIXTURE SCHEDULE - "L" DESIGN IDI COUNT I DESCRIPTION BULB r COMMENTS SCONCE 14352 1 5 SCONCE - LED SIGN LIGHTER ADJUSTABLE ARM WITH DOME CANOPY - BLACK JINTEGRATED LED IRE: ELECTRICAL DRAWINGS DEMOLISH EXISTING FINISH AND REPAIR/REPLACE GYP BOARD AS NECESSARY. PREPARE FOR NEW SIGNAGE. SEE ELECTRICAL FOR POWER. 0 57783 z EXISTING AIRPORT ISSUE DATE: CEILING ABOVE. w PROTECT DURING v CONSTRUCTION PRODUCTION DESIGNER: B.O. SOFFIT 8'-6- AFF EXISTING FRAMING TO REMAIN. AND LEDGE. FINISH LEDGE TO MATCH SOFFIT. DEMOLISH EXISTING FINISH AND REPAIR/REPLACE GYP BOARD AS NECESSARY. EXISTING AIRPORT WASHABLE SMOOTH CEILING ABOVE. PROTECT SURFACE CEILING TILE IN DURING CONSTRUCTION EXISTING ACT GRID B.O. SOFFIT gh 8'-6- AFF NEW GYP SOFFIT \ \ EXISTING FRAMING AND LEDGE TO REMAIN. FINISH LEDGE TO MATCH SOFFIT. ` NEW SECURITY GATE NEW GYP SOFFIT NEW GYP SOFFIT TRACK. SEE DEMOLITION CEILING NEW SECURITY GATE AND TRACK. SEE DEMOLITION CEILING AND REFLECTED CEILING PLANS NEW SECURITY GATE TRACK. SEE DEMOLITION CEILING AND REFLECTED CEILING PLANS 2le.1 SOFFIT SECTION 1--.,SOFFIT 1 0 3 SOFFIT SECTION Scale.1 1 0 II AIRPORT CEILING TO REMAIN 6 TYP. QUEUE A- 102 1 REFLECTED CEILING PLAN Sca e.1 /4 l'—O" FRT 2X BLOCKING. VERIFY AND COORDINATE WITH GATE MANUFACTURER METAL STUD FRAMING AT 6" O.C. DSOFFIT SECTION S�cale.1 = 1 -0 1. DEMOLISH EXISTING FINISH AND REPAIR/REPLACE GYP BOARD AS NECESSARY. �— EXISTING AIRPORT CEILING ABOVE. PROTECT DURING CONSTRUCTION B.O. SOFFIT 8'-6" AFF Nf EXISTING FRAMING AND LEDGE TO REMAIN. FINISH LEDGE TO MATCH SOFFIT. NEW GYP SOFFIT NEW SECURITY GATE STACKED LEAVES AND TRACK. SEE DEMOLITION CEILING AND REFLECTED CEILING PLANS KEYED NOTES O1 NEW ACT TILES AND GRID. ALIGN WITH EXISTING GRID. OEXISTING FIRE SPRINKLER SYSTEM TO REMAIN. PROTECT DURING CONSTRUCTION. JWHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING GRID COLOR WHEN APPLICABLE. OVERIFY LOCATION OF EXISTING FIRE SPRINKLER IN RELATION TO PATH OF NEW SECURITY GATE. RELOCATE SPRINKLER HEAD IF NECESSARY ONEW LIGHT FIXTURE "L" SEE FIXTURE SCHEDULE & ELECTRICAL DRAWINGS. 6O EXISTING AIRPORT LIGHTS TO REMAIN. PROTECT AS NECESSARY DURING CONSTRUCTION O7 EXISTING LIGHT FIXTURES TO REMAIN. CLEAN TO LIKE NEW CONDITION O8 EXISTING COMMUNICATIONS PANEL BOARD TO REMAIN O9 EXISTING ELECTRIC DISCONNECT SWITCH TO REMAIN 10 EXISTING DIFFUSERS TO REMAIN. CLEAN TO LIKE NEW CONDITION. 11 EXISTING CHASE TO REMAIN. 12 EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN GENERAL SHEET NOTES A. LEAVE (10) ADDITIONAL RETAIL CEILING TILES, TO MATCH RETAIL CEILING PAINT COLOR, ABOVE THE WORKROOM CEILING FOR FUTURE USE BY LICENSEE. B. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR FIXTURES OR SUPPORTS. C. DIFFUSERS AND RETURNS IN ACOUSTICAL CEILING TILE IN RETAIL AREA TO BE CENTERED IN TILE D. PAINT ALL EXPOSED HVAC DUCTS, HVAC DIFFUSERS, RECESSED SPEAKERS, LIGHT TRIM RINGS, PIPING, CONDUIT AND JUNCTION BOXES THE SAME COLOR AS SPECIFIED ON SURROUNDING CEILING OR SOFFIT UNLESS NOTED OTHERWISE. TYPICAL THROUGHOUT RETAIL AREA OF STORE. E. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL SHERWIN-WILLIAMS ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. F. BALLAST BOXES, TRANSFORMERS, JUNCTION BOXES, AND WIRING FOR ALL LIGHT FIXTURES TO BE INSTALLED HIDDEN FROM VIEW. N KEY PLAN NORTH SCALE:NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 eftLe & 7 fe,em tt Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 AWAJ�KAM Florida Corpomw Certifi— MAA C000526 �OQO.00000 oa E % O O ° .0 0oo a� o opo oC�D°per 00 \0 `% w 0 W 0 LL i Q LL U o Z . Q 0 D W O Cn 0 m 0- 1 O0 2m oofZM W JOQJ~ I— Q LL_jWM Z Q Z LU J Ill U O v LL 0 0 F- 0 zm W °a �zLUW w ~ w Q OLL o m 0 AIW-oZ a C� U) a O — qr- STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS SHOWN SHEET NUMBER: A-1102 m CL 0 ca M 0 a 00 M O 00 NI O O ti 0 U g co rn c N L d' O co O co 00 O A CASEWORK SCHEDULE - "C' DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS RELOCATED (EXISTING) CASEWORK SCHEDULE - "C" DESIGN ID COUNT DESCRIPTION COMMENTS CABINET PROVIDE LENGTHS PER PIECE. GC TO TO MATCH P534 NA 1-800-426-7526 11971 1 CABINET - SINK OR ICE BIN - 151N 380MM RELOCATED - NOT TO BE ORDERED 12007 1 CABINET - SINK OR ICE BIN - 241N 610MM RELOCATED - NOT TO BE ORDERED 12067 1 CABINET - WARMING WITH TRASH DROP - 121N 305MM RELOCATED - NOT TO BE ORDERED 12080 1 CABINET - 151N 380MM RELOCATED - NOT TO BE ORDERED 12786 1 CABINET - WITH TRASH DROP - 151N 380MM RELOCATED - NOT TO BE ORDERED CAFE 1-800-426-7526 11962 1 CONDIMENT CART TOP SOLID SURFACE - 591N 1500MM RELOCATED - NOT TO BE ORDERED 12008 1 CONDIMENT CART PAN - 38X111N 965X280MM RELOCATED - NOT TO BE ORDERED 12019 1 CONDIMENT CART BASE - 591N 1500MM RELOCATED - NOT TO BE ORDERED 12023 1 CONDIMENT CART SUGAR DISPENSER RELOCATED - NOT TO BE ORDERED CASEWORK MODULE CABINET DOOR AND X5001 2 2.1 POS MODULE SS RELOCATED - NOT TO BE ORDERED X5002 1 1.2A ESPRESSO BAR MODULE SS RELOCATED - NOT TO BE ORDERED X5003 1 1.213 ESPRESSO SINK MODULE SS RELOCATED - NOT TO BE ORDERED X5004 1 5.1 HAND SINK MODULE SST RELOCATED - NOT TO BE ORDERED X5005 1 1 14.2 CBS MODULE SS IRELOCATED - NOT TO BE ORDERED COUNTERTOP CABINET EXPOSED 14294 1 1 ICOUNTERTOP - WARMING SOLID SURFACE - 721N 1830MM IRELOCATED - NOT TO BE ORDERED CASEWORK SCHEDULE - "C' DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS OTHER X5011 1 4 CORNER GUARD - 1.251N 30MM - FLAT BLACK POWDERCOAT JGC GC ]FINISH PROVIDE LENGTHS PER PIECE. GC TO TO MATCH P534 .=1``' _ _ QUEUE _ _ 1 CASEWORK PLAN Scale.1 /4 BACKBAR CASEWORK FINISH SCHEDULE ENGINE ZONE MATERIAL DESCRIPTION FINISH CODE COMMENTS COMPOSITE - BRONZE PATINA BACKBAR COMPOSITE - BRONZE PATINA CPX001 CORIAN - CONTACT COUNTERTOPS AND LEED®AP: NA 1-800-426-7526 BACKSPASHES CHECKED BY: FRONTBAR COMPOSITE - BRONZE PATINA CPX001 CORIAN - CONTACT COUNTERTOPS AND 1-800-426-7526 BAKPAHE HAND OFF PLANE COMPOSITE - BRONZE PATINA CPX001 CORIAN - CONTACT 1-800-426-7526 PENTAL QUARTZ - GRIGIO POLISHED CONDIMENT CART TOP PENTAL QUARTZ - GRIGIO CPX002 PENTAL - BQ8390P GRIGIO POLISHED POLISHED 3/4" SLAB, 1 1/4" SLAB - CONTACT 206-768-3200 LAMIN-ART - TUXEDO #2449-T UNDERCOUNTER LAMIN-ART - TUXEDO #2449-T PLX001 CABINET DOOR AND DRAWERS FRONTS PLASTIC LAMINATE - BLACK UNDERCOUNTER PLASTIC LAMINATE - BLACK CABINET EDGE BANDING UNDERCOUNTER PLASTIC LAMINATE - BLACK CABINET EXPOSED BACK SIDE PLASTIC LAMINATE - ALMOND UNDERCOUNTER PLASTIC LAMINATE - ALMOND CABINET INTERIOR (ST655-S) STAINLESS STEEL - #4 BRUSHED 16G SST HAND SINK STAINLESS STEEL - #4 BRUSHED COUNTERTOP 16G SST SINK(S) COUNTERTOP STAINLESS STEEL - #4 BRUSHED 16G SST SNEEZE GUARD STAINLESS STEEL - #4 BRUSHED HARDWARE 16G SST WOOD - WARM BROWN DARK TONE DSTRESSED TOP CAP WOOD WOOD - WARM BROWN DARK TONE WD0001 WOOD - GREY RUSTIC WOOD FRONT BAR WOOD - GREY RUSTIC WOOD WD0052 4" WIDE TONGUE AND GROOVE CONDIMENTS CART WOOD - GREY RUSTIC WOOD WD0052 4" WIDE TONGUE AND GROOVE KEYED NOTES OLOCATION OF STARBUCKS LEASE LINE AND EXTENT OF SCOPE OF WORK. OGENERAL CONTRACTOR TO CAULK WHERE POINT OF SALE COUNTERTOP MEETS FOOD CASE WITH HEALTH DEPARTMENT APPROVED CAULK. OTHREE COMPARTMENT SINK TO REMAIN. CLEAN TO LIKE NEW CONDITION. O4 EXISTING HAND SINK TO REMAIN. CLEAN TO LIKE NEW CONDITION. OEXISTING MOP SINK TO REMAIN. CLEAN TO LIKE NEW CONDITION. OFOOD CASE; SEE EQUIPMENT PLAN ON A-1104 OEXISTING WALL TO REMAIN. OEXISTING ADJACENT SERVICE COUNTER TO REMAIN. Og EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN GENERAL SHEET NOTES A. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. B. ALL CASEWORK TO BE RELOCATED FROM EXISTING TEMP CAFE LOCATION. C. GENERAL CONTRACTOR TO NOTIFY STARBUCKS PROJECT DEVELOPMENT MANAGER IMMEDIATELY IF A DISCREPANCY EXISTS BETWEEN CASEWORK SHOP DRAWINGS, SITE DIMENSIONS, CASEWORK PLAN OR ACTUAL CASEWORK FIXTURES. D. STARBUCKS FIXTURE CONTRACTOR TO COORDINATE AND SCHEDULE CASEWORK DELIVERY DATE WITH STARBUCKS PROJECT DEVELOPMENT MANAGER E. REFER TO CASEWORK INSTALLATION MANUAL PROVIDED BY CASEWORK VENDOR FOR COMPLETE INSTALLATION INSTRUCTIONS. F, ALL CASEWORK BOX BASE UNITS SHALL BE SET ON 1/4" (6MM) NON-ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. G. SEE WALL FINISH PLAN FOR LOCATION, TAGGING, AND FINISH SCHEDULES OF APPLIED WALL TREATMENTS. H. POINT OF SALE AND HAND-OFF PLANE TO BE INSTALLED AT A MAXIMUM HEIGHT OF 2--10" (860MM) AFF. LEGEND INDICATES STAINLESS STEEL (SST) COUNTERTOP/ FIXTURES INDICATES SOLID SURFACE (SS) COUNTERTOP N KEY PLAN NORTH SCALE:NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 e�Ak i & e�ersat� Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 AUW. "Alk Florida CoryoreDc Certi6ule 1AA 100057b w O WC QLL U C, � Z QO o �w O cn �O m owzco W �QQ� J p I— Q L. J W M z U) Qzw.J L. wU ��-v Q W o OQ0� la— ZZW O w Q m w J W o z I— LL w ��-'Q L Cn a. w OZN�(n STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description I SHEET TITLE: I iCASEWORK PLAN SCALE: AS SHOWN I SHEET NUMBER: A-1103 O C a a� E .a W 06 U_ L U_ It O Q 00 co 0 0 N) O 0 ti 0 U g Cn Cm �3 d' 00 M O 00 O 0 QUEUE BACKBAR 7_717— FURNITURE, FURNITURE, FIXTURES, & EQUIPMENT PLAN Scale. 1/4 = V-0" KEYED NOTES OGENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. CONTACT STARBUCKS PROJECT DEVELOPMENT MANAGER FOR LIST OF APPROVED START-UP CONTRACTORS. OEACH HAND WASHING SINK TO HAVE SINGLE SERVICE TOWEL AND SOAP DISPENSER. ALL HAND SINKS TO HAVE COMBINATION FAUCET OR PREMIXING FAUCET. 3O EQUIPMENT RELOCATED FROM EXISTING TEMP CAFE SITE. 4O LOCATION OF STARBUCKS LEASE LINE AND EXTENT OF SCOPE OF WORK. O5 HMSHOST DIRECTOR TO INVENTORY AND CONFIRM ALL EXISTING SPECIALTY EQUIPMENT TO BE REUSED. 6� EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN GENERAL SHEET NOTES THE SPACE IS SERVED BY THE MUNICIPAL WATER AND A. SEWER SYSTEM, UNLESS OTHERWISE NOTED. EDIBLE FOOD PRODUCTS TO BE PHYSICALLY SEPARATED B. FROM STORAGE OF NON -EDIBLE OR TOXIC PRODUCTS. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL C. SANITATION FOUNDATION STANDARDS OR EQUIVALENT. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, D. EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING E. DESIGN PLAN. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO F. CASEWORK ELECTRICAL DETAILS. AIF� KEY PLAN NORTH SCALE:NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 ACV e'kLe1 & �%I'xem tc Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 NMiMI,i/Ait Florida Co,M ft Ccrtifimh NAA C000526 w 0 w O LL i <C LL 00 � Z QO o w > Ow 0m n 1 00 2m o�ZM W JOQJti I—Q �jWM Z 6 QZUJ w U LU U)Ov Li oOI- D z m W Q oz�W �ZZWO LL w Q m � J W O Z 0 �-- LL 0 W�Na a w U) a 0? � to STORE #: 57783 SPECIALTY EQUIPMENT SCHEDULE - "E" DESIGN IDI COUNT I DESCRIPTION FURN. BY INST. BY COMMENTS COOLING NA PRODUCTION DESIGNER: 10267 1 11083 1 FRIDGE REACH IN 2 DOOR - 51X351N 1295X890MM SB ISB GC RELOCATED - NOT TO BE ORDERED 13676 1 FREEZER REACH IN 1 DOOR RH - 271N 685MM RELOCATED - NOT TO BE ORDERED JGC FOOD CASE 10452 2 16239 1 IFOOD CASE - ZEPHYR MINI - 541N 1370MM JSB GC ICE 10724 1 GRINDER GRINDMASTER RELOCATED - NOT TO BE ORDERED 10102 1 ICE - BIN B55 S13 JGC 2 18842 1 ICE - MACHINE CIM1136HA SERIES AIR COOLED S13 GC RELOCATED - NOT TO BE ORDERED STORAGE 2 ESPRESSO MACHINE MASTRENA RELOCATED - NOT TO BE ORDERED ICE 10416 4 WORKROOM SHELVING - 361N 915MM SB GC 10462 4 WORKROOM SHELVING POSTS SB GC 13834 1 BASE - 24X1 81N 61 OX455MM SB GC 17255 1 PASTRY TRAY CART - 601N 1525MM SB GC QUEUE BACKBAR 7_717— FURNITURE, FURNITURE, FIXTURES, & EQUIPMENT PLAN Scale. 1/4 = V-0" KEYED NOTES OGENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. CONTACT STARBUCKS PROJECT DEVELOPMENT MANAGER FOR LIST OF APPROVED START-UP CONTRACTORS. OEACH HAND WASHING SINK TO HAVE SINGLE SERVICE TOWEL AND SOAP DISPENSER. ALL HAND SINKS TO HAVE COMBINATION FAUCET OR PREMIXING FAUCET. 3O EQUIPMENT RELOCATED FROM EXISTING TEMP CAFE SITE. 4O LOCATION OF STARBUCKS LEASE LINE AND EXTENT OF SCOPE OF WORK. O5 HMSHOST DIRECTOR TO INVENTORY AND CONFIRM ALL EXISTING SPECIALTY EQUIPMENT TO BE REUSED. 6� EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN GENERAL SHEET NOTES THE SPACE IS SERVED BY THE MUNICIPAL WATER AND A. SEWER SYSTEM, UNLESS OTHERWISE NOTED. EDIBLE FOOD PRODUCTS TO BE PHYSICALLY SEPARATED B. FROM STORAGE OF NON -EDIBLE OR TOXIC PRODUCTS. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL C. SANITATION FOUNDATION STANDARDS OR EQUIVALENT. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, D. EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING E. DESIGN PLAN. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO F. CASEWORK ELECTRICAL DETAILS. AIF� KEY PLAN NORTH SCALE:NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 ACV e'kLe1 & �%I'xem tc Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 NMiMI,i/Ait Florida Co,M ft Ccrtifimh NAA C000526 w 0 w O LL i <C LL 00 � Z QO o w > Ow 0m n 1 00 2m o�ZM W JOQJti I—Q �jWM Z 6 QZUJ w U LU U)Ov Li oOI- D z m W Q oz�W �ZZWO LL w Q m � J W O Z 0 �-- LL 0 W�Na a w U) a 0? � to STORE #: 57783 RELOCATED (EXISTING) SPECIALTY EQUIPMENT SCHEDULE - "E"O DESIGN ID COUNT DESCRIPTION T COMMENTS COOLING LEEDGAP: NA PRODUCTION DESIGNER: 10267 1 FRIDGE UNDERCOUNTER 1 DOOR - 271N 685MM RELOCATED - NOT TO BE ORDERED 10473 1 FRIDGE UNDERCOUNTER 2 DOOR - 481N 1220MM RELOCATED - NOT TO BE ORDERED 12618 1 FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF - 271N 685MM RELOCATED - NOT TO BE ORDERED EQUIPMENT 10452 2 BREWER WARMING STAND RELOCATED - NOT TO BE ORDERED 10495 1 BREWER DUAL RELOCATED - NOT TO BE ORDERED 10724 1 GRINDER GRINDMASTER RELOCATED - NOT TO BE ORDERED 10917 2 BREWER SERVER RELOCATED - NOT TO BE ORDERED 12407 2 OVEN TURBOCHEF NEXT GENERATION RELOCATED - NOT TO BE ORDERED 12508 2 BLENDER QUIET MODEL ON COUNTER RELOCATED - NOT TO BE ORDERED 12694 2 ESPRESSO MACHINE MASTRENA RELOCATED - NOT TO BE ORDERED ICE 10344 1 JICE - BIN DROP IN 90LB 40KG RELOCATED- NOT TO BE ORDERED OTHER 10992 1 IPAPER TOWEL DISPENSER HALF SIZE - TRANSLUCENT GRAY RELOCATED - NOT TO BE ORDERED 11115 1 ISOAP DISPENSER SINK MOUNTED RELOCATED - NOT TO BE ORDERED QUEUE BACKBAR 7_717— FURNITURE, FURNITURE, FIXTURES, & EQUIPMENT PLAN Scale. 1/4 = V-0" KEYED NOTES OGENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. CONTACT STARBUCKS PROJECT DEVELOPMENT MANAGER FOR LIST OF APPROVED START-UP CONTRACTORS. OEACH HAND WASHING SINK TO HAVE SINGLE SERVICE TOWEL AND SOAP DISPENSER. ALL HAND SINKS TO HAVE COMBINATION FAUCET OR PREMIXING FAUCET. 3O EQUIPMENT RELOCATED FROM EXISTING TEMP CAFE SITE. 4O LOCATION OF STARBUCKS LEASE LINE AND EXTENT OF SCOPE OF WORK. O5 HMSHOST DIRECTOR TO INVENTORY AND CONFIRM ALL EXISTING SPECIALTY EQUIPMENT TO BE REUSED. 6� EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN GENERAL SHEET NOTES THE SPACE IS SERVED BY THE MUNICIPAL WATER AND A. SEWER SYSTEM, UNLESS OTHERWISE NOTED. EDIBLE FOOD PRODUCTS TO BE PHYSICALLY SEPARATED B. FROM STORAGE OF NON -EDIBLE OR TOXIC PRODUCTS. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL C. SANITATION FOUNDATION STANDARDS OR EQUIVALENT. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, D. EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING E. DESIGN PLAN. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO F. CASEWORK ELECTRICAL DETAILS. AIF� KEY PLAN NORTH SCALE:NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 ACV e'kLe1 & �%I'xem tc Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 NMiMI,i/Ait Florida Co,M ft Ccrtifimh NAA C000526 w 0 w O LL i <C LL 00 � Z QO o w > Ow 0m n 1 00 2m o�ZM W JOQJti I—Q �jWM Z 6 QZUJ w U LU U)Ov Li oOI- D z m W Q oz�W �ZZWO LL w Q m � J W O Z 0 �-- LL 0 W�Na a w U) a 0? � to STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEEDGAP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: FURNITURE, FIXTURES & EQUIPMENT PLAN SCALE: AS SHOWN SHEET NUMBER: A-1104 3 C_: cc a U_ L O 0 L0 0 Q 00 M O O NI O O ti O U W w 0 c m L �t 00 M O 00 V_ 00 0 Q M O O N 0 GLA; ADJA PAINT SCHEDULE WALL TREATMENT (AREA) SCHEDULE - "Q" DESIGN ID I AREA DESCRIPTION FURN. BY I INST. BY COMMENTS TILE INST. BY 17789 1113 SF TILE - SIENNA BRICKWORK - CHESTNUT - 3X101N 65X250MM SB GC GROUT BY GC. GROUT: MAPEI - 47 CHARCOAL, OR EQUAL WALL COVERING 18900 1440 SF VINYL WALL PROTECTION - SAHARA SILK - MOROCCAN NIGHT SB GC PAINT SCHEDULE COLOR CODE DESCRIPTION LRV FURN. BY INST. BY COMMENTS P534 -ES SW - BLACK FOX; NCS/AKZO NOBEL - FOREST 8 GC GC SW7020, USE PRIMER BLACK CP -1; NCS - S 7502-Y; AKZO NOBEL - 30YY 10/038 P550 -ES SW - NACRE; NCS/AKZO NOBEL - WHITE 79 GC GC SW6154, USE PRIMER SWAN CP -1; NCS - S 1005 -Yl OR; AKZO NOBEL - 60YY 83/062 WALL TREATMENT (LENGTH) SCHEDULE- "R" DESIGN IDI LENGTH I DESCRIPTION FURN. BY I INST. BY COMMENTS CHAIR RAIL X9000 121'-51/2" ICHAIR RAIL- 41N 100MM - P534 jSB JGC IMOUNTED AT 5'- 4 1/4" AFF WALL BASE SCHEDULE - "B" DESIGN IDI LENGTH I DESCRIPTION FURN. BY I INST. BY COMMENTS VINYL BASE X9200 144'- 7 3/4" IVINYL BASE - BLACK- 61N 150MM JGC JGC 1 FLOOR FINISH PLAN Scale.1/4 = 1 -0 -- METAL FLOOR TRANSITION, EXISTING EMBEDDED IN TILE AIRPORT TILE GROUT AS REQUIRED — NEW TILE NOTE: VERIFY EXISTING AIRPORT FLOORING. PROVIDE METAL REDUCER TRANSITION AS REQUIRED. TRANSITION TO AIRPORT TILE Scale: 3" = 1'-0" KEYED NOTES OLOCATION OF STARBUCKS LEASE LINE OEXISTING WORKROOM TILE TO REMAIN ONEW WORKROOM TILE TO MATCH EXISTING ONEW BACKBAR TILE (CEMENT -TECH 60X60 R9 K943475R), BY STARBUCKS, GC & STARBUCKS TO COORDINATE NEW TILE SIZE W/ EXISTING 16X16 AIRPORT TILE OEXISTING AIRPORT TILE TO REMAIN OINSTALL METAL CORNER GUARDS WHERE INDICATED. MOUNT AT 6" (150MM) AFF. AFFIX WITH #6 STAINLESS STEEL OVAL HEAD SCREWS, 3" (75MM) FROM ENDS AND 12" (305MM) ON CENTER. OFFSET SCREWS ON EITHER SIDE BY 1/2" (10MM) VERTICALLY. TO BE INSTALLED IN BACK OF HOUSE ONLY. SEE SPECIALTY EQUIPMENT SCHEDULE. O7 EXISTING AIRPORT WALL AND STOREFRONT TO REMAIN SWIFTWALL OR EQUAL TEMPORARY BARRICADE WALL. GC TO COORDINATE TILE DEMOLITION AND INSTALLATION WITH BARRICADE INSTALLATION. CORNER GUARD DID: X5011 WALL CONSTRUCTION 3 CORNER GUARD DETAIL Scale.3 - 11-01, GENERAL SHEET NOTES A. STARBUCKS TO SUPPLY RETAIL AREA AND WORKROOM FLOOR TILE AND TILE BASE, UNLESS OTHERWISE NOTED. GENERAL CONTRACTOR TO 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. B. ALL FLOORING AND BASE MATERIAL TO BE INSTALLED ACCORDING TO SPECIFICATIONS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS.. C. ALIGN TILE TRANSITIONS ON WHOLE TILES WHERE POSSIBLE. D. TILE BASE AND THRESHOLD GROUT JOINTS TO ALIGN WITH TILE FLOOR GROUT JOINTS. REMOVAL OF EXCESS GROUT WILL BE DONE WITH WATER. THE USE OF SULFURIC OR MURIATIC ACID IS PROHIBITED. IF THESE ACIDS ARE USED, THE INSTALLER WILL BE REQUIRED TO REMOVE THE ACID AND RESTORE THE GROUT AT THEIR EXPENSE. E. PROVIDE GROUT JOINT OF 3/16" (5MM). MAXIMUM DEVIATION OF THE TILE AND GROUT LINE OF 1/4" (6MM) PER 48" (1220MM). F. GENERAL CONTRACTOR TO PROVIDE ACCURATE TILE QUANTITY TAKE -OFFS TO STARBUCKS PROJECT DEVELOPMENT MANAGER FOR ACCURATE ORDERING. G. GENERAL CONTRACTOR TO PATCH AND REPAIR ANY DAMAGE TO EXISTING WALLS TO A SMOOTH, PAINT READY SURFACE PRIOR TO PAINTING. H. CHANGE OF PAINT COLOR ALLOWED ONLY AT INSIDE CORNERS, UNLESS OTHERWISE NOTED. I. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL SHERWIN-WILLIAMS ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. J. WORKROOM TO BE FINISHED PER LOCAL CODE REQUIREMENTS. K. REFER TO INTERIOR ELEVATIONS FOR PAINT COLORS AND GRAPHICS LOCATIONS. L. REFER TO CASEWORK FINISH SCHEDULE FOR ADDITIONAL INFORMATION. M. ALL WOOD AND METAL SURFACES SHALL BE PAINTED SEMIGLOSS, OR EQUAL, UNLESS OTHERWISE NOTED. LEGEND O— — — — — INDICATES TILE BASE DID: X9200 OB ----------- INDICATES WALL TILE DID: 17789 TO 5'- 4 1/4" AFF WITH CHAIR RAIL DID: X9000 AND WALL COVERING DID: 18900 ABOVE TO CEILING. INDICATES FULL HEIGHT WALL COVERING DID: 18900 J INDICATES CORNER GUARD N KEY PLAN NORTH SCALE: NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 ACV ,4140, d, 9-- 7, 0>1204 004 Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 Florida Corporar° Catiflcam #AA C000526 9 Oe ®� ®k® O w 0 W 0 LL i Q LL U 0 z . 0 o �U �> LU ry Ow 0m Oo m zcy) WJ 00QJ~ I- Q U_ ,j W cnZ w<zLU U 00�-vo z m W < III U � ~ U Q � O W Q m w z O LL_ O 0�F— C:) Q STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: FLOOR & WALL FINISH PLAN SCALE: AS SHOWN SHEET NUMBER: A-1105 vi 0 m` W w L MCU 00 U N m 0-� LO co r oo 0 N 0 11'-8 3/4" 1 P534 -ES 4 __ -. -- - -- - --- -_ - - - ----- -- RELOCATED (EXISTING) GRAPHICS AND ARTWORK SCHEDULE - "G" DESIGN IDI COUNT I DESCRIPTION COMMENTS GRAPHICS - INTERIOR MENU SIGN - DISK BLADE ILLUMINATED WALL MOUNTED EVOLVED - 181N 1455MM 12837 4 MENU BOARD - 1 FRONT PANEL INSERT STYLE RELOCATED - NOT TO BE ORDERED 12838 1 MENU BOARD - DAILY OFFERING CHALKBOARD FRONT PANEL RECTANGULAR RELOCATED - NOT TO BE ORDERED 12839 1 5 MENU BOARD - UNIVERSAL MOUNTING HARDWARE FOR FRONT PANELS RELOCATED - NOT TO BE ORDERED 11'-8 3/4" 1 P534 -ES 4 __ -. -- - -- - --- -_ - - - ----- -- 23'-5 1/2" a w d w Y / J CO m / O 0 LiQ // O0 --- - - i I — i --e T -a i--1 1 =41lu J lu Qa e HAND ESPRESSO POS FOOD CASE OFF JItVn PROTECT EXISTING PILASTER ON ADJACENT PROPERTY DURING CONSTRUCTION U KEYED NOTES ORELOCATED SIGNAGE. USE EXISTING POWER. SEE ELECTRICAL DRAWINGS. ORELOCATED MENU BOARDS. OGC TO INSTALL CORNER GUARDS AT ALL OUTSIDE CORNERS. OSIGNAGE BY STARBUCKS. GC TO INSTALL. VERIFY SIGNAGE SIZE WITH AVAILABLE SOFFIT SPACE AND COORDINATE PLACEMENT WITH OWNER AND ARCHITECT. GENERAL SHEET NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS SHIPPED WITH ARTWORK FOR INSTALLATION AND SPACING REQUIREMENTS. B. CHANGE OF PAINT COLOR ALLOWED ONLY AT INSIDE CORNERS, UNLESS OTHERWISE NOTED. C. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL SHERWIN-WILLIAMS ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. D. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO WALL FINISH PLAN. 1 STOREFRONT ELEVATION Scale. 3/8 v c 11 " r, --,SIDE -BAR ELEVATION Scale.3/8 - 11-01, 2ale.3/8 BACKBAR ELEVATION Sc i� c CONDIMENT CART ELEVATION Scale. 3/8 - V-0" N KEY PLAN NORTH SCALE:NTS q- STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 V— ell1w 0 & e,empk Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 A.w.o)gAc Florida Corporate Cer0mr HAA C000526 w O Wp LL U o i- Z �0 � U O Un 1.0- 1 W J � Z Ljjz Ca U � a�W �— W 1— W Q Co 0 0 1— LL oU)U) q.ku .kS RELOCATED (EXISTING) EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION BULB COMMENTS SIGNAGE - DISK 09/10/2018 14100 1 SIGN - DISK BLADE ILLUMINATED WALL MOUNTED EVOLVED - 181N 1455MM NA RELOCATED - NOT TO BE ORDERED SIGNAGE - WORDMARK 11447 1 SIGN - INLINE NONILLUMINATED - 101N 255MM 23'-5 1/2" a w d w Y / J CO m / O 0 LiQ // O0 --- - - i I — i --e T -a i--1 1 =41lu J lu Qa e HAND ESPRESSO POS FOOD CASE OFF JItVn PROTECT EXISTING PILASTER ON ADJACENT PROPERTY DURING CONSTRUCTION U KEYED NOTES ORELOCATED SIGNAGE. USE EXISTING POWER. SEE ELECTRICAL DRAWINGS. ORELOCATED MENU BOARDS. OGC TO INSTALL CORNER GUARDS AT ALL OUTSIDE CORNERS. OSIGNAGE BY STARBUCKS. GC TO INSTALL. VERIFY SIGNAGE SIZE WITH AVAILABLE SOFFIT SPACE AND COORDINATE PLACEMENT WITH OWNER AND ARCHITECT. GENERAL SHEET NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS SHIPPED WITH ARTWORK FOR INSTALLATION AND SPACING REQUIREMENTS. B. CHANGE OF PAINT COLOR ALLOWED ONLY AT INSIDE CORNERS, UNLESS OTHERWISE NOTED. C. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL SHERWIN-WILLIAMS ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. D. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO WALL FINISH PLAN. 1 STOREFRONT ELEVATION Scale. 3/8 v c 11 " r, --,SIDE -BAR ELEVATION Scale.3/8 - 11-01, 2ale.3/8 BACKBAR ELEVATION Sc i� c CONDIMENT CART ELEVATION Scale. 3/8 - V-0" N KEY PLAN NORTH SCALE:NTS q- STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 V— ell1w 0 & e,empk Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 A.w.o)gAc Florida Corporate Cer0mr HAA C000526 w O Wp LL U o i- Z �0 � U O Un 1.0- 1 W J � Z Ljjz Ca U � a�W �— W 1— W Q Co 0 0 1— LL oU)U) q.ku .kS STORE #: 57783 PROJECT #: 0 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: ~ � J NA PRODUCTION DESIGNER: O� m O<J ~' U— J WN vi QZWJ (j)pUu.. LU o OQpO � w Q 5Q Z ��Oo W 0 aOz�cn WF--©LLLU� STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: BACK BAR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: A-2101 C 0 W 0 0 OfN 0 00 M O 00 NI 0 0 ti C) U 5 Cn rn c cc d' 00 co O 00 r O O co r O O N 0 I A WORKROOM ELEVATION - NORTH Scale: 3/8" = 1'-0" WORKROOM ELEVATION - SOUTH Scale: 3/8" = 1'-0" KEYED NOTES OEXISTING 3 COMPARTMENT SINK TO REMAIN. OEXISTING FRP TO REMAIN. PATCH AND REPAIR AS NEEDED. CLEAN TO LIKE NEW CONDITIONS. O3 SHELVING; SEE FURNITURE PLAN O4 EXISTING HAND SINK, SOAP DISPENSER, & HAND TOWEL DISPENSER TO REMAIN. O5 REFRIGERATION; SEE EQUIPMENT PLAN. O6 EXISTING MOP HOLDER TO REMAIN. O7 ICE MACHINE; SEE EQUIPMENT PLAN & PLUMBING DRAWINGS OELIASON DOOR; SEE DOOR SCHEDULE O9 EXISTING MOP SINK TO REMAIN. 10 REACH IN FREEZER 11 EXISTING ELECTRICAL DISCONNECT SWITCH TO REMAIN. SEE ELECTRICAL DRAWINGS. 12 EXISTING COMMUNICATION BOARD TO REMAIN. SEE ELECTRICAL DRAWINGS. 13 WATER FILTRATION SYSTEM. SEE EQUIPMENT PLAN & PLUMBING DRAWINGS 14 EXISTING ELECTRICAL PANELS & CONDUITS TO REMAIN. SEE ELECTRICAL DRAWINGS. 15 EXISTING 2" GAS LINE. WORKROOM ELEVATION - EAST Scale: 3/8" = 1'-0" WORKROOM ELEVATION - WEST Scale: 3/8" = 1'-0" GENERAL SHEET NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS SHIPPED WITH ARTWORK FOR INSTALLATION AND SPACING REQUIREMENTS. B. CHANGE OF PAINT COLOR ALLOWED ONLY AT INSIDE CORNERS, UNLESS OTHERWISE NOTED. C. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL SHERWIN-WILLIAMS ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. D. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO WALL FINISH PLAN. N KEY PLAN NORTH SCALE: NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 &V G0/0, ei & feIersatc Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 AMIMILI,wm FWde Copw Cmtfimw tlM C000526 ��OO.OD0000 57783 DE AP40 0. ISSUE DATE: off° ® °oma 0 0000. LSD°pC� NA Qo0 �OOOD�Q 0� `0 kip O W O Q LL U o � Z QO o �W > O v) 0 m CL z oCrzM W �Q� J QJ I— Q LL J W ACV CIS Z vi z z W J wU)0-ALL OF=vo ZZW U~ U Q O 0 O ��- m O WF--LLJ �Z SLI w C) ate. O?�U) STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: WORKROOM ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: A-2102 C6 O 0) E a O O O CL 00 M O 00 r NI O O co O C13 J CL Ca CD c �3 co f ao M O co DI O T_ O $1 ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE BLDG BUILDING CLG CEILING CONST CONSTRUCTION CW DOMESTIC COLD WATER CXA COMMISSIONING AGENT DEG DEGREES DN DOWN DTL DETAIL DWG(S) DRAWING(S) EA EACH EC ELECTRICAL CONTRACTOR ELEC ELECTRICAL EMER EMERGENCY EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FS FLOOR SINK F&I FURNISH & INSTALL FLR FLOOR FT FOOT/FEET FCO FLOOR CLEANOUT GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GW GREASE WASTE HR HOUR HVAC HEATING, VENTILATION, AND AIR CONDITIONING HW HOT WATER HS HANDSINK HWS HOT WATER SUPPLY HWR HOT WATER RETURN LL LANDLORD LV LOW VOLTAGE MAX MAXIMUM MC MECHANICAL CONTRACTOR MDP MAIN DISTRIBUTION PANEL MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, AND PLUMBING MFG MANUFACTURER MIN MINIMUM MS MOP SINK NL NIGHTLIGHT NTS NOT TO SCALE PC PLUMBING CONTRACTOR PS PREP SINK POC POINT OF CONNECTION REF REFERENCE REQ'D REQUIRED REV REVISION SHT SHEET SF SQUARE FEET SPECS SPECIFICATION(S) SST STAINLESS STEEL TEL TELEPHONE TEMP TEMPORARY TMV TEMPERATURE MIXING VALVE TW TEMPERED HOT WATER TYP TYPICAL UNO UNLESS NOTED OTHERWISE V VENT W SANITARY WASTE WCO WALL CLEANOUT WH WATER HEATER WP WEATHER PROOF PLUMBING SYMBOL LEGEND GW– CD – CWF - -CWN - CWS - TW – RO – G— RD – RS – S OR W SANITARY OR WASTE PIPING ABOVE SLAB S OR W SANITARY OR WASTE PIPING BELOW SLAB V VENT PIPING GW GREASE WASTE CD CONDENSATE DRAIN CW COLD WATER PIPING HW HOT WATER PIPING CWF COLD WATER FILTERED CWN COLD WATER NANO FILTERED CWS COLD WATER SOFTENED TW TEMPERED WATER RO REVERSE OSMOSIS WATER G GAS PIPING RD REFRIGERANT DISCHARGE PIPING RS REFRIGERANT SUCTION PIPING BV BALL VALVE GV GATE VALVE CH. V CHECK VALVE RV RELIEF VALVE HB HOSE BIBB SHOCK ABSORBER STRAINER WCO WALL CLEANOUT FCO FLOOR CLEANOUT FS FLOOR SINK WM WATER METER POC CONNECT TO EXISTING a FAUCET 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED® AP: NA - DRAIN FROM CHECKED BY: HAND SINK FIXTURE NOT LESS THAN TWICE THE CHROME PLATED FLOOR SINK U EFFECTIVE ING OF 1/2" TEMPERED WATER, BRASS TAILPIECE TOHENND RECT & P -TRAP WASTE PIPE 1/2" HOT W 1/2" COLD WATER SUPPLY SUPPLY 1/4 TURN CHROME PLATED BRASS STOP 7_3"WASTEPIPE 1/4 TURN CHROME (MINIMUM) PLATED BRASS STOP MIXING VALVE 2 Tempering Valve Detail Floor Sink Detail Scale: None Scale: None VALVES GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. SEE SPECIFICATIONS FOR TYPES. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDED STAINLESS STEEL HOSE (UNLESS OTHERWISE NOTED) BETWEEN VALVE AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCATE SHUT-OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT MOVING EQUIPMENT. SHUT OFF VALVES TO BE BALL TYPE. VALVES SHALL BE LISTED/APPROVED FOR USE PER AUTHORITIES HAVING JURISDICTION (AHJ) AND CODE REQUIREMENTS. PROVIDE VALVE IDENTIFICATION PER THE SPECIFICATIONS FOR MAIN WATER SERVICE SHUT-OFF AND ANY OTHER VALVES WHICH ARE NOT CLEARLY EVIDENT WHAT THEY SERVE. SUPPLY WATER SERVICE IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI, PROVIDE A PRESSURE REGULATOR IN MAIN SUPPLY TO REDUCE WATER PRESSURE. PROVIDE BACKFLOW PREVENTION ON WATER SERVICE IF REQUIRED BY LOCAL CODES. THERMOSTATIC MIXING VALVE PROVIDE A SINGLE THERMOSTATIC MIXING VALVE (TMV) AND SET FOR 105° (OR AS REQUIRED BY AHJ) TO SERVE HAND SINKS. MIXING VALVE TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS WITH CHECK VALVES AT SUPPLY INLETS. PROVIDE THERMOMETER ON OUTLET OF TMV. SEE SPECIFICATIONS FOR REQUIREMENTS. PIPING SOIL, WASTE, AND VENT PIPING SEE SPECIFICATIONS FOR PIPE MATERIALS. ALL HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4" PER FOOT (21 MM PER METER) WHERE POSSIBLE BUT IN NO CASE LESS THAN 1/8" PER FOOT (10MM PER METER) WHERE ALLOWED & SIZED PER AHJ AND CODE. COORDINATE WITH LOCAL AUTHORITIES FOR DRAINAGE REQUIREMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE TO FLOOR SINKS. INDIRECT DRAIN LINES ARE TO MAINTAIN MIN. 1" (25MM) AIR GAP ABOVE FLOOR SINKS. PROVIDE PIPED DRAIN (P -TRAP AND VENT) TO SANITARY IF REQUIRED BY LOCAL JURISDICTION. CONDENSATE DRAINAGE PIPING THE PLUMBING CONTRACTOR SHALL PROVIDE CONDENSATE DRAINS FOR AIR HANDLING UNITS AND STARBUCKS EQUIPMENT (REFER TO SCHEDULE). CONDENSATE DRAINAGE PIPING SHALL BE TYPE "M" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH 50/50 SOLDER. HANGERS AND SUPPORTS THE PLUMBING CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS REQUIRED FOR EQUIPMENT AND MATERIAL IN ACCRODANCE WITH SPECIFICATIONS. ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS INSTALLED AS REQUIRED BY LOCAL CODES. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO PREVENT SAGGING. CONNECTIONS INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS. CLEANOUTS PROVIDE FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED BY CODE IN ALL SOIL, WASTE, AND DRAIN LINES. SEE SPECIFICATIONS FOR TYPES. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. INSTALLATION INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET STANDOFFS FROM MOUNTING SURFACES SUFFICIENT TO ALLOW 1" (25MM) OF CLEANING SPACE ALL AROUND PIPING, INCLUDING ANY ADDED PIPING INSULATION. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM BOARD PARTITIONS, CONCRETE FLOOR AND ROOF SLABS. SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRE STOPPING SEALANT MATERIAL PER CODE REQUIREMENTS. DO NOT INSTALL PEX PIPING IN RATED WALLS OR THROUGH RATED FLOORS. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND ENSURE PROPER PROTECTION OF PEX PIPING FROM METAL EDGES. UNDERGROUND WATER AND SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS REQUIRED BY CODE, EXCAVATED TO THE PROPER DEPTH AND GRADED TO PRODUCE THE REQUIRED FALL. TESTING ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED BY LOCAL AUTHORITY. TEST WATER PURITY ACCORDING TO LOCAL REQUIREMENTS AND SUBMIT CERTIFIED TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. IDENTIFICATION PROVIDE PIPE IDENTIFICATION EVERY 10 FT (EXCEPT WHERE PIPES ARE EXPOSED TO PUBLIC) IN ACCORDANCE WITH SPECIFICATIONS. INSULATION WATER PIPING PROVIDE THERMAL INSULATION PER THE SPECIFICATIONS. UNLESS OTHERWISE REQUIRED BY THE LOCAL AUTHORITY OR ENERGY CODES, THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: PIPE SIZE (DIAMETER) INSULATION THICKNESS LESS THAN OR EQUAL TO 1 1/2" (38MM) = 1" (24MM) 2" (51 MM) OR GREATER = 1 1/2" (38MM) (INSULATION VALUE = K VALUE NOT EXCEEDING 0.27 BTU- INCH (H"FT2*F) SAFETY COVERS FURNISH AND INSTALL SPECIFIED NO SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP AT ALL EXPOSED ADA SINK P -TRAPS AND WATER SUPPLIES AND AS REQUIRED BY JURISDICTION. PLUMBING FIXTURES WATER HEATER EXISTING TO REMAIN. WATER FILTRATION STARBUCKS WATER FILTRATION VENDOR WILL PROVIDE FILTRATION SYSTEM. CONTRACTOR SHALL CONFIRM WITH STARBUCKS CONSTRUCTION MANAGER WHETHER VENDOR OR PLUMBING CONTRACTOR IS TO INSTALL FILTRATION SYSTEM. PROVIDE AND COORDINATE INSTALLATION COMPLETE WITH ALL PIPING, FITTINGS, AND EQUIPMENT AS INDICATED ON THE DRAWINGS. CONNECTIONS THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT INCLUDING REQUIRED MATERIAL SUCH AS PIPING, VALVES, FILTERS, TRAPS, CHECKS VALVES, VACUUM BREAKERS, AND FLEXIBLE AND RIGID TUBING. SCHEDULES REFER TO SCHEDULES ON DRAWINGS FOR A DESCRIPTION OF LISTED ITEMS AND FURNISH ANY AND ALL PLUMBING FIXTURES LISTED AS "GC". ANY DISCREPANCIES ABOUT WHO IS TO PROVIDE PLUMBING FIXTURES IN THE SCHEDULE SHALL BE BROUGHT TO STARBUCKS ATTENTION FOR CLARIFICATION. INSTALL ALL FIXTURES LISTED REGARDLESS OF WHO SUPPLIES. HAND SINK HOT WATER 100° - 1100 F (34° - 430 C) MUST BE ABLE TO REACH SINK WITHIN 15 SECONDS. UTILITY SINKS UTILITY SINKS ARE TO DELIVER A WATER TEMPERATURE RANGE OF 110° - 120° F (43° - 49° C). INLET 2 0 1.5" COMPRESSION FITTING OUTLET 0 -RING, HOUSING 0 -RING, FILTER FILTER SOLIDS CHAMBER –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nder -sink Coffee Ground Detai Scale: None N KEY PLAN NORTH SCALE:NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 112018.06.30 Cti rci 7xx"e-fr . Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 cru Ked dirt Florid• C"pw"e C"e5poe YM CM26 H Oc'. P • E N K��ti,��i No 60222 .. r OF 4u.- - i — 09/10/2018 Li. O wp Q LL" U 0 O Q 0 > Uj O� �m 1 O 0 m D�ZM w J oQ�� Q L.L J W M Cn z Z U) Z W _i Cl)w w0-�LL zmLij Ix w ¢C) Ww W � W Q � O STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED® AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description A 10/12/18 QN REVIEW COMMENTS SHEET TITLE: PLUMBING NOTES SCALE: AS SHOWN I SHEET NUMBER: P-0001 a C O c FL O a 00 m O O T_ NI O 0 O m J a Cn rn ca D f O co O O T_ DI O O 1 ►j rP RELOCATED (EXISTING) PLUMBING FIXTURE SCHEDULE - "P" DESIGN ID COUNT DESCRIPTION COMMENTS PLUMBING FIXTURE SCHEDULE - "P" DESIGN ID I COUNT DESCRIPTION FURN. BY I INST. BY COMMENTS FILTER RELOCATED - NOT TO BE ORDERED 10215 1 FAUCET - DOUBLE LABORATORY WITH SWING SPOUT 12501 1 FILTER - RO SYSTEM 600GPD SB GC 12507 1 FILTER - RO SYSTEM 40GAL STORAGE TANK SB GC 12896 1 FILTER - BRINE TANK SB GC 12899 2 FILTER - POLY GLASS VESSEL SB GC 13076 1 FILTER - PREFILTRATION SYSTEM SB GC 13082 1 FILTER - WATER SOFTENER TWIN SB GC 13149 1 FILTER - PRESSURE GAUGE JSB GC RELOCATED (EXISTING) PLUMBING FIXTURE SCHEDULE - "P" DESIGN ID COUNT DESCRIPTION COMMENTS FAUCET 10152 1 FAUCET - DOUBLE LABORATORY WITH BENT RISER SPOUT RELOCATED - NOT TO BE ORDERED 10153 1 FAUCET - WATER TOWER - 121N 305MM RELOCATED - NOT TO BE ORDERED 10215 1 FAUCET - DOUBLE LABORATORY WITH SWING SPOUT RELOCATED - NOT TO BE ORDERED 10597 1 FAUCET - SINGLE HANDLE RELOCATED - NOT TO BE ORDERED 10874 1 FAUCET - HOT WATER DISPENSER GOOSENECK RELOCATED - NOT TO BE ORDERED 10943 1 FAUCET - SINGLE LABORATORY WITH SWING SPOUT RELOCATED - NOT TO BE ORDERED 11003 1 IFAUCET - DIPPERWELL RELOCATED - NOT TO BE ORDERED SINK 10505 1 SINK - RINSE DROP IN - 27X201N 685X510MM RELOCATED - NOT TO BE ORDERED 13994 1 SINK - UTENSIL RINSE WITH DRAIN TRAY SST - LH - 21X211N 535X535MM RELOCATED - NOT TO BE ORDERED PLUMBING DEMOLITION PLAN scale: 1/4"= V-0" QUEUE z PLUMBING DESIGN PLAN scale: 1/4"= V-0" I LICENSED STORES RESPONSIBILITY LEGEND SB - STARBUCKS FC - STARBUCKS FIXTURE CONTRACTOR LC - LICENSEE GC - LICENSEE'S GENERAL CONTRACTOR BACK WALL FILTERED COLD WATEF SUPPLY FOR ICE MACHINE INDIRECT DR LINE FROM IC MACHINE TO FLOOR DRAIN ICE MACHINE - PLUMBING scale: 3/4"= 1'-0" 200 MM) MIN. _AR TO BACK LL 150 MM) MIN. _AR _ PLUMBING PLAN _.R FINAL FLOOR DRAIN LOCATION AND TYPE SHEET NOTES OWATER FILTRATION SYSTEM TO BE VERIFIED AFTER 12 FILTERED WATER BELOW COUNTERTOP TO ESPRESSO = PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS WATER TEST IS COMPLETED AND RESULTS RECEIVED. 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" MACHINES. PROVIDE WATTS #SD -3 BACKFLOW FIXTURE WATER FILTRATION EQUIPMENT INSTALLER TO VERIFY MODEL # PREVENTER, STOP VALVE AND UNION PRIOR TO B (12-32 F.U.) REQUIRED CLEARANCES AND ADJACENCIES. C (33-60 F.U.) CONNECTION TO EQUIPMENT. �2 LINE INDICATES STARBUCKS LEASELINE AND SCOPE 13 CONNECT NEW 3/4" FILTER WATER TO FILTER WATER CW OF WORK. SAN SYSTEM. PLUMBING CONTRACTOR TO FIELD VERIFY OREMOVE EXISTING SINK AND ALL ASSOCIATED FLOOR SINK EXACT LOCATION OF EXISTING PRIOR TO STARTING ANY WORK. Z1900 PLUMBING. CAP AND SEAL AIR TIGHT BEHIND WALL. - SEE OREMOVE EXISTING FLOOR DRAIN. CAP AND SEAL AIR 14 EXTEND 1/2" COLD AND HOT WATER LINES TO FIXTURE. TIGHT, FLUSHED WITH FINISHED FLOOR. 15 EXTEND 1/2" HOT WATER LINE TO DIPPERWELL. 5 EXISTING FIXTURE TO REMAIN. A ANTI -SPLASH INTERIOR BOTTOM DOME STRAINER AND NICKEL BRONZE TOP. P-1 OCONNECT TO EXISTING GREASE WASTE PIPING. FIELD 16 CONNECT NEW 3/4" COLD WATER, 3/4" HOT WATER LINES TO EXISTING ABOVE CEILING IN THIS AREA. _ VERIFY EXACT LOCATION AND ROUTING OF EXISTING - PLUMBING CONTACTOR TO FIELD VERIFY EXACT PIPING PRIOR TO CONSTRUCTION. COORDINATE LOCATION OF EXISTING PRIOR TO STARTING ALL EXACT ROUTING WITH AIRPORT AUTHORITY. PLANS WORK. A 7 PROVIDE INDIRECT DRAIN PIPING FROM EQUIPMENT 17 INSTALL UNDER -SINK COFFEE GROUND INTERCEPTOR TO FLOOR SINK. PROVIDE 2" AIR GAP. REFER TO PER MANUFACTURER'S RECOMMENDATION. MODIFY DETAIL ON SHEET P0001. PLUMBING AS REQUIRED. VERIFY EXISTING O8 1/2" FILTERED WATER DOWN IN WALL TO ICE MACHINE. CONDITION. PROVIDE WATTS #SD -3 BACKFLOW PREVENTER, STOP VALVE AND UNION PRIOR TO CONNECTION TO EQUIPMENT. O9 1/2" FILTER WATER. PROVIDE #SD -3 BACKFLOW PREVENTER, STOP VALVE AND UNION PRIOR TO CONNECTION TO EQUIPMENT. 10 FILTERED WATER TO MASTREND MACHINES, WATER TOWER AND HOT TAP. 11 NEW 3/4" COLD WATER, 3/4" HOT WATER AND 1/2" FILTERED WATER DOWN IN WALL TO BAR. PROVIDE WATTS #SD -3 BACKFLOW PREVENTER ON FILTERED WATER LINES. RUN LINES BELOW COUNTERTOP TO FIXTURES. FIXTURE SPECIFICATIONS D HESHALL INSTALLED ARRESTORBE APPROVED DEVICE BY FLOW C---- = PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS PIPE SIZE 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" TAG FIXTURE MANUFACTURER MODEL # DESCRIPTION B (12-32 F.U.) THREAD FITTING) (TYP. C (33-60 F.U.) 1 OF 2 TO SOFTENER) E P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH -201 E z RECEPTACLE FOR CW HW SAN VENT 3"(75mm)-"E FS -1 FLOOR SINK ZURN Z1900 _ - SEE - 12" X 12" X 6" DEEP, CAST IRON BODY WITH WHITE ACID RESISTING PORCELAIN ENAMEL INTERIOR, ALUMINUM in PLANS ANTI -SPLASH INTERIOR BOTTOM DOME STRAINER AND NICKEL BRONZE TOP. P-1 MICROCEPTOR ZURN _ - _ SEE - UNDER -SINK COFFEE GROUNDS INTERCEPTOR. PLANS NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL FINAL LOCATIONS AND MOUNTING DIMENSIONS OF ALL PLUMBING FIXTURES. PROVIDE ADA CONFORMING FACTORY INSULATION KIT ON HOT, COLD AND P -TRAP WASTE PIPING AT HANDICAP DESIGNATED LAVATORIES. RO STORAGE TANK GFCI 120V QUAD RECEPTACLE FOR FIL SYSTEM 78" (1981 mm) A.F.F. (NOTE 3) 1/2" (15mm) FIP (FEMALE INTERNATIONAL PIPE THREAD FITTING) (TYP. 1 OF 2) RO CONTROL SYSTEM (NOTE 5) 1'-0"(305mm) TO EXISTING HOT WATER PIPING 6" (1 500 m) I 5" (200mm) (130mm) E D HESHALL INSTALLED ARRESTORBE APPROVED DEVICE BY FLOW C---- = PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS 3/4" (20mm) 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" 3/4" (20mm) FIP * P.D.I. SIZE (FEMALE A (1-11 F.U.) E B (12-32 F.U.) THREAD FITTING) (TYP. C (33-60 F.U.) 1 OF 2 TO SOFTENER) E P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH -201 E z RECEPTACLE FOR � o� � 3"(75mm)-"E NOTE 3) 0 in r BRINE TANK (FRONT) WATER SOFTENER HEAD AND TANKS (BEHIND) 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" (1829mm) 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) TO NON FILTERED FIXTURES (TOILETS, HAND SINKS, DIPPER WELLS, BLENDER PITCHER RINSERS, IN -COUNTER RINSERS, BAR SINKS, HOSE BIBBS) 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. CONFIGURATION III, RO AND SOFTENER WATER FILTRATION scale: 3/4" = V-0" PLUMBING DESIGN PLAN NOTES A. FURNISH AND INSTALL A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. LICENSEE'S PLUMBING CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. C. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY ARE NOT VISIBLE TO CUSTOMERS. D. REFER TO MANUFACTURER SPECIFICATIONS FOR LOCATION OF CONNECTIONS UNLESS OTHERWISE NOTED. E. COORDINATE WITH LICENSEE'S ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL PLUMBING EQUIPMENT. F. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. G. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS LOCATED IN CASEWORK. H. COLD WATER SUPPLY LINES INSIDE CASEWORK AND BAR AREA TO BE COVERED WITH 1/2" (10MM) THICK SELF SEALING, SECTIONAL CLOSED -CELL FOAM INSULATION. REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY LINE INSULATION REQUIREMENTS. 1. GENERAL CONTRACTOR SHALL CONTACT WATER FILTRATION SUPPLIER TO COORDINATE SOW AND SCHEDULE PRIOR TO INSTALLATION OF WATER FILTRATION SYSTEM. J. REFER TO OUTLINE SPECIFICATION SHEETS FOR PLUMBING SPECIFICATION SECTIONS. K. ARCHITECT OF RECORD TO EVALUATE BUILDING HOT WATER SUPPLY AND DETERMINE IF WATER HEATER IS REQUIRED IN THIS SPACE IN ORDER TO MEET STARBUCKS REQUIREMENTS. L. PROVIDE FILTERED COLD WATER TO ESPRESSO MACHINE (S), BREWER(S), HOT WATER TAP(S) WATER TOWER(S) AND ICE MACHINE(S). GENERAL NOTE: EXISTING CONDITIONS SHOWN ON THE DRAWINGS HAVE NOT BEEN VERIFIED WITH EXISTING DRAWINGS OR FIELD OBSERVATIONS. EXISTING PIPING LOCATIONS ARE ASSUMED FOR DESIGN PURPOSES ONLY. CONTRACTOR SHALL FIELD VERIFY EXISTING SANITARY AND DOMESTIC WATER PIPING LOCATIONS, PIPE SIZES AND PIPE CONDITIONS, PRIOR TO WORK. REPORT DISCREPANCIES TO ENGINEER. WATER HAMMER ARRESTOR D HESHALL INSTALLED ARRESTORBE APPROVED DEVICE BY FLOW C---- = PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS 3/4" (20mm) 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" 3/4" (20mm) FIP * P.D.I. SIZE (FEMALE A (1-11 F.U.) INTERNATIONAL PIPE B (12-32 F.U.) THREAD FITTING) (TYP. C (33-60 F.U.) 1 OF 2 TO SOFTENER) E P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH -201 GFCI 120V E U) RECEPTACLE FOR FILTER SYSTEM AT 54" (1372mm) A.F.F. ti 3"(75mm)-"E NOTE 3) BRINE TANK (FRONT) WATER SOFTENER HEAD AND TANKS (BEHIND) 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" (1829mm) 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) TO NON FILTERED FIXTURES (TOILETS, HAND SINKS, DIPPER WELLS, BLENDER PITCHER RINSERS, IN -COUNTER RINSERS, BAR SINKS, HOSE BIBBS) 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. CONFIGURATION III, RO AND SOFTENER WATER FILTRATION scale: 3/4" = V-0" PLUMBING DESIGN PLAN NOTES A. FURNISH AND INSTALL A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. LICENSEE'S PLUMBING CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. C. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY ARE NOT VISIBLE TO CUSTOMERS. D. REFER TO MANUFACTURER SPECIFICATIONS FOR LOCATION OF CONNECTIONS UNLESS OTHERWISE NOTED. E. COORDINATE WITH LICENSEE'S ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL PLUMBING EQUIPMENT. F. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. G. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS LOCATED IN CASEWORK. H. COLD WATER SUPPLY LINES INSIDE CASEWORK AND BAR AREA TO BE COVERED WITH 1/2" (10MM) THICK SELF SEALING, SECTIONAL CLOSED -CELL FOAM INSULATION. REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY LINE INSULATION REQUIREMENTS. 1. GENERAL CONTRACTOR SHALL CONTACT WATER FILTRATION SUPPLIER TO COORDINATE SOW AND SCHEDULE PRIOR TO INSTALLATION OF WATER FILTRATION SYSTEM. J. REFER TO OUTLINE SPECIFICATION SHEETS FOR PLUMBING SPECIFICATION SECTIONS. K. ARCHITECT OF RECORD TO EVALUATE BUILDING HOT WATER SUPPLY AND DETERMINE IF WATER HEATER IS REQUIRED IN THIS SPACE IN ORDER TO MEET STARBUCKS REQUIREMENTS. L. PROVIDE FILTERED COLD WATER TO ESPRESSO MACHINE (S), BREWER(S), HOT WATER TAP(S) WATER TOWER(S) AND ICE MACHINE(S). GENERAL NOTE: EXISTING CONDITIONS SHOWN ON THE DRAWINGS HAVE NOT BEEN VERIFIED WITH EXISTING DRAWINGS OR FIELD OBSERVATIONS. EXISTING PIPING LOCATIONS ARE ASSUMED FOR DESIGN PURPOSES ONLY. CONTRACTOR SHALL FIELD VERIFY EXISTING SANITARY AND DOMESTIC WATER PIPING LOCATIONS, PIPE SIZES AND PIPE CONDITIONS, PRIOR TO WORK. REPORT DISCREPANCIES TO ENGINEER. WATER HAMMER ARRESTOR D HESHALL INSTALLED ARRESTORBE APPROVED DEVICE BY FLORIDA BUILDING CODE 2017 - PLUMBING. ALL SUPPLY = PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP T01" I.E. PROVIDE P.D.I. SIZE "C" FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE "B" FOR 3/4" SUPPLY AND P.D.I. SIZE "A" FOR 1/2" SUPPLY. * P.D.I. SIZE CONNECTION SIZE A (1-11 F.U.) 1/2" B (12-32 F.U.) 3/4" C (33-60 F.U.) 1" P.D.I. = PLUMBING AND DRAINAGE INSTITUTE STANDARD WH -201 4(N KEY PLAN NORTH SCALE:NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 C�r�ci & �r�ersah Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 Florid"Capn"e CatiScate" ,CO=26 ,,�� • • H F. No 322 ATE OF 411� 0NA`0, 0' 09/10/2018 O WO Q LL U 0 O ❑ �U �) OW �m Q- IO❑ 2m ❑CLZcY) WJOQJ~ E—Q LL_jwM Z vi QZW_i wtn0JLL 6i 0 ❑C o OE-vo z W a ❑ZUjw W W Q U_ O Fes-- m o BIW-�oZ CIL, Cn Cn a O Z r to STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEEDS AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description A 10/12/18 QN REVIEW COMMENTS SHEET TITLE: PLUMBING DESIGN PLAN SCALE: AS SHOWN SHEET NUMBER: P-1101 3 C) 0 0 W 00 M 0 00 T_ U W J W W rn co d' 00 M O 07 r 00 0 M 77 ui 00 T_ 0 04 FLORIDA BUILDING CODE SIXTH EDITION (2017) ENERGY CONSERVATION COMPLIANCE THE DESIGN COMPLIES WITH SECTION C401.2 APPLICATION ITEM 3: THE REQUIREMENTS OF SECTION C402.5 C403.2 C404 C405.2 C405.3, C405.5, C405.6 AND C407. THE BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING. ABBREVIATIONS AFF ELECTRICAL LEGEND AHJ MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED. ARCHITECT OF RECORD HANDICAPPED ACCESSIBILITY STANDARDS - THEY SHALL REVIEW POWER & LIGHTING PLANS AND DETAILS FOR BLDG NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION. CKT ITEMS WHICH APPLY TO THIS PROJECT. AA OR FI FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE. SEE FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES SWITCH USED), NUMBER INDICATES CIRCUIT. = 208/120VOLT LIGHTING, POWER; FACP PANELBOARD OR TELE. TERM. CXA (IF DEG CABINET. 1 a 1a LIGHTS WITHIN DAYLIGHT ZONE DM STARBUCKS DESIGN MANAGER A FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. SEE FIXTURE DTL DETAIL t �-'a SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) ® i� 4801277VOLT LIGHTING PANELBOARD O OR 17 SURFACE MOUNTED LIGHT, LETTER INDICATES TYPE. SEE FIXTURE ID INSIDE DIAMETER LC SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) LCP 208/120VOLT MAIN SWITCHBOARD OR MAIN DISTRIBUTION OB OR 11�. B INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE LS PANEL LV SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. MAX MAXIMUM C Q C MECHANICAL CONTRACTOR MDP MAIN DISTRIBUTION PANEL OR Q WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE SEE MEP 480/277VOLT MAIN SWITCHBOARD OR MAIN DISTRIBUTION MFG LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. ® PANEL FIr NL NIGHT LIGHT FIXTURE (NL) NL NIGHTLIGHT NTS NOT TO SCALE tzl DISCONNECT SWITCH ® X1 EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE OD OUTSIDE DIAMETER SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. 100/3160 DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NF" INDICATES BATTERY POWERED EMERGENCY LIGHT NON-FUSED; "DE" INDICATES DUAL ELEMENT FUSES. TRACK LIGHTING AND TRACK. FOR INFORMATION ON TRACK SEE CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING. LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. CONDUIT EXPOSED ON WALL OR CEILING. 18, WALL WASHER FIXTURE. (SHADE AREA INDICATES DIRECTION) SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH $a CONTROLLED. UPPERCASE "D" INDICATES DIMMER SWITCH LETTER NOT SHOWN IF SELF EVIDENT. MOUNT 48" A.F.F. U.O.N. A-1,3 CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES. $F ARROWS INDICATE HOMERUN. SUBSCRIPT INDICATES PANEL AND SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT 48" A.F.F. U.O.N. `_�� CIRCUIT NUMBERS. GROUND CONDUCTOR REQUIRED IN ALL CONDUITS. $3 3 -WAY SWITCH, FOR CONTROLLING LIGHTS FROM TWO DIFFERENT POINTS. SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH A-37:39:41 $os COLONS INDICATE 2 OR 3 POLE CIRCUITS. OCCUPANCY SENSOR WALL SWITCH. THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1/2" C. STUBBED TWO GANG FLOOR OUTLET BOX. ONE QUADPLEX ISOLATED GROUND INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH RECEPTACLE AND ONE COMPUTER OUTLET. MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) 0 . WIREMOLD-WALKER INFLOOR SYSTEMS. RC4 FLUSH QUAD POKE V TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" THRU SERIES WITH FOUR MULTIMEDIA COMMUNICATION LOCATIONS CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO 7 V qp WIREMOLD WALLSOURCE MULTIPLE SERVICE BOX. CEILING SPACE. MOUNT BOX 18" A.F.F. U.O.N. 0 COMPUTER OUTLET. MOUNT BOX @ 18" A.F.F. U.O.N. STANCHION MOUNTED QUADPLEX FLOOR RECEPTACLE OUTLET. O STANCHION MOUNTED DUPLEX FLOOR RECEPTACLE OUTLET. 0 COMBO TELEPHONE/ DATA OUTLET. MOUNT BOX @ 18" A.F.F. U.O.N. QUADPLEX RECEPTACLE OUTLET. QS CEILING SPEAKERS QUADPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP U.O.N. OS CEILING MTD. SENSOR DEVICE DUPLEX RECEPTACLE, MOUNT 18" AFF UON Q FIRE ALARM PULL STATION DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.O.N. G GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT M40 HORN/STROBE m (f ABOVE COUNTER HEIGHT U.O.N. mIG DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGIF FIRE ALARM LIGHT STROBE 'I f MOUNTED ABOVE COUNTER HEIGHT. U.O.N. IG (P DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI ® SMOKE DETECTOR MOUNT AT 18" AFF LION SW ® DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT WINDOWS ® HEAT DETECTOR `t' SINGLE RECEPTACLE, MOUNTED AT HEIGHT NOTED ON PLANS FACP FIRE ALARM CONTROL PANEL ® SPECIAL PURPOSE RECEPTACLE OUTLET EF BATH ROOM FAN LIGHT XX 88 COMBO USB CHARGER/DUPLEX RECEPTACLE, LEVITON MODEL T5632 -B OR EQUIVALENT, MOUNTED 6" ABOVE TABLE TOP, UON. S100 FEEDER TAG, REFER TO CIRCUIT SCHEDULE WPG � GFCI TYPE QUADPLEX RECEPTACLE OUTLET. WITH WEATHERPROOF IN -USE COVER. AIC AIC AIC RATING TAG �WPG GFCI TYPE DUPLEX RECEPTACLE, MOUNT 18" AFF LION. Feet I FEET WITH WEATHERPROOF IN -USE COVER. JO JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT (HORSEPOWER OR EQUIPMENT INDICATED) FLORIDA BUILDING CODE SIXTH EDITION (2017) ENERGY CONSERVATION COMPLIANCE THE DESIGN COMPLIES WITH SECTION C401.2 APPLICATION ITEM 3: THE REQUIREMENTS OF SECTION C402.5 C403.2 C404 C405.2 C405.3, C405.5, C405.6 AND C407. THE BUILDING ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT OF THE STANDARD REFERENCE DESIGN BUILDING. ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION AOR ARCHITECT OF RECORD APPROX APPROXIMATE BLDG BUILDING CKT CIRCUIT CLG CEILING CONST CONSTRUCTION CXA COMMISSIONING AGENT DEG DEGREES DL LIGHTS WITHIN DAYLIGHT ZONE 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 AND INSTALL FLR FLOOR FT FOOT/FEET GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND HR HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING ID INSIDE DIAMETER LC LICENSEE LCP LIGHTING CONTROL PANEL LL LANDLORD LS LIGHT SENSOR PHOTOCELL LV LOW VOLTAGE MAX MAXIMUM MC MECHANICAL CONTRACTOR MDP MAIN DISTRIBUTION PANEL MECH MECHANICAL MEP MECHANICAL, ELECTRICAL AND PLUMBING MFG MANUFACTURER MIN MINIMUM NIC NOT IN CONTRACT NL NIGHTLIGHT NTS NOT TO SCALE OA OVERALL OCP OVERCURRENT PROTECTION OD OUTSIDE DIAMETER PD PRODUCTION DESIGNER PDM STARBUCKS PROJECT DEVELOPMENT MANAGER POC POINT OF CONNECTION RAD RADIUS REF REFERENCE REQ('D) REQUIRE(D) REV REVISION SB STARBUCKS SF SQUARE FEET SHT SHEET SPECS SPECIFICATION(S) SST STAINLESS STEEL SUSP SUSPENDED TEL TELEPHONE TEMP TEMPORARY TYP TYPICAL UC UNDERCOUNTER UNO UNLESS NOTED OTHERWISE WH WATER HEATER WP WEATHER PROOF SECURITY SYSTEM NOTES SECURITY WIRING AND SYSTEM PROVIDED BY LICENSEE. VERIFY SYSTEM REQUIREMENTS WITH LICENSEE PRIOR TO START OF CONSTRUCTION. TELEPHONE SYSTEM NOTES TELEPHONE WIRING AND SYSTEM PROVIDED BY LICENSEE. VERIFY SYSTEM REQUIREMENTS WITH LICENSEE PRIOR TO START OF CONSTRUCTION. POS \ DATA LINE NOTES POINT OF SALE WIRING AND SYSTEM PROVIDED BY LICENSEE. VERIFY SYSTEM REQUIREMENTS WITH LICENSEE PRIOR TO START OF CONSTRUCTION. FIRE ALARM SYSTEM NOTES FIRE ALARM WIRING AND SYSTEM PROVIDED BY LICENSEE. VERIFY SYSTEM REQUIREMENTS WITH LICENSEE PRIOR TO START OF CONSTRUCTION. COMMUNICATION SYSTEM NOTES CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT THE LICENSEE HAS FURNISHED AND INSTALLED ONE (1) ADDITIONAL 2" (51 MM) (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 LICENSEE'S (TELEPHONE/ NETWORK) CABLING VENDOR. COORDINATE WITH STARBUCKS PRODUCTION MANAGER. MUSIC SYSTEM NOTES LICENSEE TO PROVIDE AND INSTALL A COMPLETE WIRING SYSTEM FOR ALL SPEAKERS. CONNECT ALL SPEAKERS TO THE STARBUCKS PROVIDED MUSIC SYSTEM. MOUNT SPEAKERS WHERE SHOWN ON INTERIOR REFLECTED CEILING PLAN AND IN COORDINATION WITH ALL PLANS AND DETAILS. FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. CONTROLS AND OPERATION LICENSEE TO COORDINATE INSTALLATION OF LIGHTING CONTROL PANEL (IF APPLICABLE) AND ENERGY MANAGEMENT SYSTEM (EMS) WITH ENERGY MANAGEMENT SYSTEM VENDOR. FURNISH AND INSTALL RACEWAYS WITH PULLSTRINGS AND JUNCTION BOXES TO SUPPORT VENDOR'S WORK. COORDINATE WITH VENDOR AND PLANS FOR DEVICE LOCATIONS. CARBON MONOXIDE (CO) DETECTOR NOTES LICENSEE TO COORDINATE INSTALLATION OF CARBON MONOXIDE (CO) DETECTOR DEVICE(S) AND LOW VOLTAGE WIRING WITH SECURITY VENDOR FOR NEW STORES, RELOCATIONS AND MAJOR RENOVATIONS, IF IN VENDOR SCOPE. VENDOR TO PROVIDE AND INSTALL DEVICE(S) IN BOH AND FOH (AS APPLICABLE PER STARBUCKS STANDARDS). GENERAL ELECTRICAL NOTES 1. ELECTRICAL 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 COURSE OF WORK. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF SYSTEM(S). FURNISH AND 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 PROJECT DEVELOPMENT MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE, UNLESS OTHERWISE NOTED. 4. ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. DO NOT SCALE DISTANCES OFF THE ELECTRICAL DRAWINGS; USE ACTUAL BUILDING DIMENSIONS. SEE ARCHITECTURAL DRAWINGS FOR FIXTURES IN CASEWORK AND ELECTRICAL DETAILS. . 5. ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. BALANCE ALL BRANCH CIRCUIT LOADS BETWEEN THE PHASES OF THE SYSTEM WITHIN 10% OF THE HIGHEST PHASE LOAD IN EACH PANEL BOARD. 6. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE - ENERGIZING CIRCUITS IN DEMOLITION AREAS TO INSURE A SAFE CONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRING LOCATED WITHIN THE DEMOLITION AREA THAT WILL NO LONGER BE USED SHALL BE REMOVED AND PROPERLY DISPOSED OF AT CONTRACTORS EXPENSE UNLESS OTHERWISE NOTED. 7. ELECTRICAL CONTRACTOR SHALL SCHEDULE ALL ELECTRICAL SYSTEM OUTAGES WITH THE GENERAL CONTRACTOR AND LANDLORD AT LEAST 24 HOURS IN ADVANCE. UNLESS APPROVED OTHERWISE, ALL OUTAGES SHALL OCCUR BETWEEN 11:OOPM AND 5:OOAM. 8. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY CONDUIT AND J -BOXES TO SUPPORT COMPLETE SECURITY, PHONE, POS AND DATA SYSTEMS. COORDINATE ALL DEVICE LOCATIONS AND MOUNTING HEIGHTS WITH LICENSEE'S SECURITY VENDOR PRIOR TO ROUGH -IN. PROVIDE END-TO-END PULL STRINGS IN ALL CONDUITS. LABEL EACH END OF THE PULL STRING WITH CONDUIT SYSTEM ("SECURITY") AND DESTINATION ("CAFE", "FRONT BAR", ETC.). PROVIDE INSULATED BUSHINGS ON ALL STUBBED -UP AND EXPOSED CONDUIT ENDS. 9. EXPOSED/SURFACE MOUNTED CONDUITS SHALL ONLY BE ALLOWED WHERE NECESSARY IN EXPOSED CEILING AREAS. IF CONDUITS NEED TO BE SURFACE MOUNTED TO WALLS, COORDINATE WITH STARBUCKS PROJECT DEVELOPMENT MANAGER FOR APPROVAL. 10. VERIFY LOCATION OF ALL OUTLETS AND SWITCHES WITH ARCHITECT OF RECORD, ARCHITECTURAL DRAWINGS, INTERIOR DETAILS, FINISH SCHEDULES, GENERAL CONTRACTOR, EQUIPMENT VENDORS, STARBUCKS AND EXISTING SITE CONDITIONS. VERIFY FINAL DOOR HINGE LOCATION PRIOR TO SWITCH INSTALLATION AND ADJUST SWITCH LOCATION IF NEEDED. DO NOT MOUNT RECEPTACLES OR SWITCHES IN LOCATIONS THAT WOULD CONFLICT WITH MIRRORS, SEAMS OF WALLS, WAINSCOTS, TILE TRANSITIONS, ETC. 11. REFER TO OUTLINE SPECIFICATIONS SHEETS FOR ELECTRICAL SPECIFICATION SECTIONS. GENERAL NOTES SCOPE THE INTENT OF THE SPECIFICATION AND THE DRAWINGS 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 EXAMINATION THE 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. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF CSA, ULC, NEC, ASTM, UL, ETL, NEMA, ANSI, 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 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 OR THE LICENSEE. PERMITS AND FEES THE 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 THE LICENSEE 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. ELECTRICAL SHEET INDEX SHEET DISCRIPTION SCALE E-0001 GENERAL NOTES AND LEGENDS AS SHOWN E-0002 SPEFICATIONS - ELECTRICAL AS SHOWN E-1101 FLOOR PLANS - ELECTRICAL 1/4" = 1'-0" E-1301 POWER RISER DIAGRAM & PANEL SCHEDULES AS SHOWN STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 Cu`iaci ��ersvh Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 Aw, J�mA*t Florida Cmpm Ce"ifi.W HAA C000526 No. 81196 STATE OF FZOR10P. S�/0NAI. W� 09/10/2018 w 0 WO Q ILL U o Q 0 W �� 0 to 0 m 0 0 m D0-Z(y) WJ OQJti I- Q LL _j W M Z rri QZWJ H CC wU -v a W o OQO� I— zzW0 wQ m -�W0Z 0 F` V' 0 wF-NQ � U) U)a-OzT-w STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: GENERAL NOTES AND LEGENDS SCALE: AS SHOWN SHEET NUMBER: E-0001 3 N 0 O 0 W 94,I 00 M 0 00 U IJJ J w Cn rn C 3 ICUL 0 lt 00 M 0 00 T_ 00 IT -- 0 0 t M T_ L6 00 T_ o N REFERENCES UTILIZE THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND SPECIFICATIONS, NEC NATIONAL ELECTRICAL CODE OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NFPA NATIONAL FIRE PROTECTION ASSOCIATION ASA AMERICAN STANDARDS ASSOCIATION IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL UNDERWRITERS' LABORATORIES, INC. IES ILLUMINATING ENGINEERING SOCIETY ICEA INSULATED CABLE ENGINEERS ASSOCIATION ASTM AMERICAN SOCIETY OF TESTING MATERIALS ETL ELECTRICAL TESTING LABORATORIES, INC. CBM CERTIFIED BALLAST MANUFACTURERS EIA ELECTRONIC INDUSTRIES ASSOCIATION SECTION 16010 GENERAL PROVISIONS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPEC'S BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARETO BE CONSIDERED A PART OF THE CONTRACT. THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. IF THE CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS, IT IS THEIR RESPONSIBILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT IMMEDIATELY. IF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEERIARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED. ALL MATERIALS USED SHALL BE LISTED AND LABELED PROVIDED A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS (UON) OF THE LOCAL CODES AND ORDINANCES OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, NFPA, NATIONAL ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE NEC EQUIPMENT, AND WHERE APPLICABLE, SHALL BE LISTED AND LABELED. THE WORKMANSHIP AND QUALITY ESTABLISHED BY THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES, ALL EQUIPMENT SHALL BE EQUAL TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL. SHOULD ANY CHANGE TO THE DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH GOVERNMENTAL REGULATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECTIENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF INSPECTION AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE LOCAL COMPANIES WITH RESPECT TO THEIR SERVICES. S TI THE T R AND OPE F WORK BY SITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE BIDDER ARE TO SATISFY THEMSELVES AS TO HE NATURE SC 0 W VI VE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED. N INSTALLED Y A LICENSED ELECTRICAL CONTRACTOR. CERTAIN MATERIALS WILL BE PROVIDED BY OTHER TRADES. EXAMINE ALL WORK TO BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER AND BE TAL 8 LCE EL L ER THE CONTRACT DOCUMENTS TO ASCERTAIN THESE REQUIREMENTS, CAREULL CHECK SPACE CAREFULLY REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL CONFINES OF THE AREA TO INSURE THAT ALL QU MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING FINISHED SUSPENDED CEILINGS. MAKE MODIFICATIONS THERETO AS REQUIRED AND APPROVED. TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE SECTIONS IN AMPLE TIME FOR INSTALLATION. THE CONTRACTOR SHALL ORDER THE PROGRESS OF HIS WORK TO CONFORM TO THE PROGRESS OF THE WORK OF THE OTHER TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITIONS OF THE BUILDING WILL PERMIT. ANY COST RESULTING FROM THE DEFECTIVE OF ILL-TIMED WORK PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THE CONTRACTOR. ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL PRODUCTS AND MATERIALS IN A MANNER THAT WILL PROTECT THEM FROM DAMAGE AND WEATHER IF ITEMS ARE DAMAGED, TAKE IMMEDIATE STEPS TO OBTAIN REPLACEMENT OR REPAIR. ANY SUCH REPAIRS SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ARCHITECT/ENGINEER CONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECT/ENGINEER UNTIL INSTALLED. STORE ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, HEATED SPACES. PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT OF THE WORK. FURNISH AND SET ALL SLEEVES FOR PASSAGE OF RACEWAYS THROUGH STRUCTURAL. MASONRY AND CONCRETE WALLS OF FLOORS AND ELSEWHERE AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH RACEWAY PASSING THROUGH BUILDING SURFACES, IF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO BE USED TO MAINTAIN AT LEAST V AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING WALL. GROUPS OF EQUIPMENT MAY BE MOUNTED ON ADEQUATELY SIZED STEEL ANGLES, CHANNELS, OR BARS. PREFABRICATED STEEL CHANNELS PROVIDING A HIGH DEGREE OF MOUNTING FLEXIBILITY, SUCH AS THOSE MANUFACTURED BY GLOBE STRUT, KINDORF, AND UNI -STRUT, MAY BE USED FOR MOUNTING GROUPS OF EQUIPMENT. AN ACCURATE RECORD OF ALL DEVIATIONS SHALL BE KEPT AS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT DRAWINGS CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED. THE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER, EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES THAT OCCUR DURING THE GUARANTEE PERIOD AT NO ADDITIONAL COST TO THE OWNER, ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS AND SUBTRADE SPECIALISTS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNERS SCHEDULE. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS SITE LIGHTING, LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATORITRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY ETC.) TEN (10) DAYS PRIOR TO BID DATE (TWO COPIES) FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTORIGENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO THE ELECTRICAL ENGINEER FOR ITEM LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. ALTERNATE SITE FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT-TO-POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OR WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT DEVICE CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATED FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECTI:NGINEER, THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECTIENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECTIENGINEER/OWNER OF THE COST OF THE REVISED WORK. ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN ENGINEERIARCHITECT AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING ST N PLANS. T FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS SHOWN 0 LA 5 ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REWIRED CONTROLS. SECTION 16110 RACEWAYS AND BOXES STANDARDS EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE FOLLOWING 1. RIGID STEEL CONDUIT a) U.L. STANDARD UL -6 h A.N.S.I. C80-1 C) FEDERAL SPECIFICATION WW -0581E 2. INTERMEDIATE METALLIC CONDUIT (IMC) a) U.L. STANDARD UL -1242 b) FEDERAL SPECIFICATION WW -0581E 3. ELECTRICAL METALLIC TUBING a) U.L. STANDARD UL -797 b) A.N.8.1. C8" C) FEDERAL SPECIFICATION WN -C-563 4. FLEXIBLE STEEL CONDUIT a) U.L. STANDARD ULA 5. LIQUID TIGHT FLEXIBLE CONDUIT a) U.L. STANDARD UL -360 6. NON-METALLIC CONDUIT (PVC) a) U.L. STANDARD UL -651 b) A.N,S.I. STANDARD F512 C) N.E.M.A. STANDARD TC -2 d) FEDERAL SPECIFICATIONS GSA -FSS AND WC -1094-A 7. WIREWAYS AND AUXILIARY GUTTERS a) U.L. STANDARD UL -870 DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSES. RACEWAY TYPES STANDARD THREADED RIGID STEEL CONDUIT. 1. RIGID CONDUIT HEAVY WALL GALVANIZED. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. INTERMEDIATE METALLIC CONDUIT 1. LIGHT WEIGHT RIGID STEEL CONDUIT. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED, ELECTRICAL METALLIC TUBING 1. CONTINUOUS, SEAMLESS TUBING, GALVANIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL. 2. COUPLINGS AND CONNECTORS: a) INDOOR AND TWO (7) INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET -SCREW TYPE FITTINGS. b) 21/2• SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS. c) OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS. ELECTRICAL SPECIFICATIONS SPECIFICATIONS HAVE BEEN WRITTEN WITH THE INTENT OF VARIOUS EQUIPMENT BEING INSTALLED. NOT ALL EQUIPMENT MAY BE REQUIRED ON THIS PROJECT. REVIEW POWER, LIGHTING PLANS AND DETAILS FOR ITEMS AND/OR EQUIPMENT THAT WILL APPLY TO THIS PROJECT. 3. INDENT TYPE FITTINGS SHALL NOT BE USED. 4. ALL CONNECTORS SHALL HAVE INSULATED THROAT. 5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. FLEXIBLE STEEL CONDUIT 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE -WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, FORMING SMOOTH INTERNAL WIRING CHANNEL. 2. MAXIMUM LENGTH: (SIX 8) FEET. 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING VIRE BONDED AT EACH END AND SIZED AS REQUIRED. PROVIDE CONNECTORS WITH INSULATING BUSHINGS 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT 1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER -TIGHT PLASTIC OUTER JACKET. 2. CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE-PIECE BRASS GROUNDING BUSHINGS WHICH TREAD TO INTERIOR OF CONDUIT. SPIRAL MOLDED VINYL SEALING RING BETWEEN GLAND NUT AND BUSHING AND NYLON INSULATED THROAT. NON-METALLIC RACEWAY (PVC) 1. COMPOSED OF POLYVINYL CHLORIDE SUITABLE FOR 90 DEGREES C. 2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD A MINIMUM OF TEN (10) YEARS EXPERIENCE IN MANUFACTURING THE PRODUCTS. 3. MUST HAVE A TENSILE STRENGTH OF 7,000.7,200 PSI AT 73.4 DEGREES F., FLEXURAL STRENGTH OF 12,000 PSI AND COMPRESSIVE STRENGTH OF 9,000 PSI. 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 3/4• SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL CONDUIT IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50. AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. RACEWAYS IN HUNG CEILING SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, NOT TO LATHING CHANNELS OR T -BARS, Z -BARS, OR OTHER ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE CEILING PANELS, SECURE CONDUIT FIRMLY TO STEEL BY CLIPS AND FITTINGS DESIGNED FOR THAT PURPOSE. INSTALL AS HIGH AS POSSIBLE. BUT NOT LESS THAN V-0' ABOVE HUNG CEILINGS. SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN TEN (10) FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX. PROVIDE ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW OR BEND. OUTLET, JUNCTION, AND PULL BOXES CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS 1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES IN INDOOR LOCATIONS WHERE EXPOSED TO MOISTURE AND IN OUTDOOR LOCATIONS. 2. USE FERROUS ALLOY BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC. 3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED, 4. TAPERED THREADS FOR HUBS. 5. GALVANIZED PRESSED STEEL OUTLET BOXES GENERAL a) PRESSED STEEL, GALVANIZED OR CADMIUM -PLATED, MINIMUM OF FOUR (4') INCHES, OCTAGONAL OR SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQUIRED. 1. SWITCH AND RECEPTACLE BOX, INDOORS a) NOMINAL FOUR (4') INCH SQUARE, 1.1/2' OR 2-1/8' DEEP AS REQUIRED, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS. GANGABLE BOXES SHALL NOT BE USED. 3. TELEPHONE OUTLET BOX, INDOORS a) NOMINAL FOUR (4') INCH SQUARE, 2-118' DEEP, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS, GANGABLE BOXES SHALL NOT BE USED. 4. LIGHTING FIXTURE BOX a) FOUR (4') INCH OCTAGON WITH 3/8' FIXTURE STUD. b) FOR SUSPENDED CEILING WORK, FOUR (4') INCH OCTAGON WITH REMOVABLE BACKPLATE WHERE REQUIRED, AND TWO (2) PARALLEL BARS FOR SECURING TO THE CROSS -FURRING CHANNELS AND EXTEND FLEXIBLE CONDUIT TO EACH FIXTURE. 5. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED. BACK-TO-BACK OUTLETS IN THE SAME WALL, OR'THRU-WALL' TYPE BOXES ARE NOT PERMITTED. PROVIDE TWELVE (12') INCHES (MINIMUM) SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A COMMON WALL TO MINIMIZE SOUND TRANSMISSION. PROVIDE TWENTY FOUR (24') INCH (MINIMUM) HORIZONTAL SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A FIRE RATED WALL TO MAINTAIN FIRE RATING. COMPLY WITH FBC 2017 714.32. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 PVC. THERE SHALL BE NO TYPE NM OR FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE NEC REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED EXPOSED ON ROOF. SECTION 16120 WIRE AND CABLE PRODUCTS CONDUCTOR 1. ELECTRICAL GRADE ANNEALED COPPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE WITH ASTM STANDARDS. MINIMUM SIZE #12 FOR BRANCH CIRCUITS AND #14 FOR CONTROL WIRING. 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER. STRANDING 1. #12 AND #10 SOLID. 2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS. 3, CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS INSULATED SINGLE CONDUCTORS 1. TYPE THHN/rHWN - FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION. NYLON JACKET RATED FOR 90C DRY775C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING. 2. USE TYPE THHN/rHWN OR RHW OR XHHW, RATED FOR 90 C, FOR FEEDER CIRCUITS. COLOR CODING 1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS: a) 120/208 VOLT CODE b) PHASE A - BLACK ii) PHASE B - RED iii) PHASE C - BLUE iv) NEUTRAL -WHITE v) GROUND -GREEN b) 277/480 VOLT CODE I) PHASE A -BROWN il) PHASE B -ORANGE iii) PHASE C - YELLOW N) NEUTRAL - WHITE V) GROUND -GREEN 2. COLOR -CODE WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUNCTION WITH MECHANICAL AND/OR MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED BY COLOR TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS. CONNECTORS 1. MAKE CONNECTIONS SPLICES AND TAPS AND JOINTS WITH SOLDERLESS DEVICES MECHANICALLY AND ELECTRICALLY SECURE. PROTECT EXPOSED WIRES AND CONNECTING DEVICES NTH ELECTRICAL TAPE OR INSULATION TO PROVIDE PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR. 2. ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGNED FOR USE AS INSULATING TAPE. SUPER 33+SCOTCH VINYL ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL. 3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED BY THE CABLE MANUFACTURER AND ONE WHICH IS COMPATIBLE WITH CABLE AND RACEWAYS. EXECUTION WIRE AND CABLE 1. USE #12 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO FURTHEST OUTLET DOES NOT EXCEED 100 FEET (HORIZONTAL RUN) FOR 12D -VOLT CIRCUITS OR 200 FEET FOR 277 -VOLT CIRCUITS. USE #10 AWG OR LARGER FOR LONGER RUNS. 2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR, PROVIDE UNDERWRITERS' LABORATORIES LISTED CONNECTORS RATED TO 6DO VOLTS FOR GENERAL USE AND 1,000 VOLTS FOR USE BETWEEN BALLASTS AND LAMPS OR GASEOUS DISCHARGE FIXTURES. 3. USE TERMINATING FITTINGS CONNECTORS ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE FITTINGS TIGHT. 4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. 5. MC/AC TYPE CABLE IS PERMITTED FOR USE AS PER NEC. GENERAL INSTALLATION 1. PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED SPLICES AND TERMINATION. 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY. a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT. b) TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT AND DUCTS. c) CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES. d) DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. e) DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADIUS. I) MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES. 9) UTILIZE CABLE REELS ON JACKS FOR PULLING THROUGH PULL BOXES, DUCTS AND CONDUITS SO BENDS WILL NOT BE EXCESSIVE AND CONDUCTORS WILL NOT TOUCH SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. h) FOR LARGE DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS. I) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE, FIELD QUALITY CONTROL 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT. 2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS. 3. INSULATION RESISTANCE OF FEEDERS AND SUBFEEDERS. a) TEST WITH MEGGER FOR INSULATION RESISTANCE. b) CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION. C) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE COMPLIES WITH ICEA VALUES. 4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACKFILLING. 5. A REPORT OF THESE TEST RESULTS SHALL BE TURNED IN TO THE OWNER AT THE COMPLETION OF THE PROJECT THAT LISTS THE MANUFACTURERIMODEL OF THE TEST EQUIPMENT, THE DATE OF THE TEST, AND THE RESULTS OF THE TESTS. SECTION 16140 WIRING DEVICES EXECUTION SWITCHES 1. PROVIDE SPECIFICATION GRADE, FLUSH MOUNTING, QUIET -OPERATING AC TYPE, WITH TOGGLE OPERATOR, HEAT -RESISTANT PLASTIC HOUSING AND SELF GROUNDING METAL STRAP, SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WIRE. VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS -896E. USE SINGLE -POLE, DOUBLE -POLE, 3 -WAY, 4 -WAY, LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. PROVIDE IVORY COLOR UNLESS OTHERWISE NOTED. 2. WHERE SWITCHES ARE INDICATED TO BE INSTALLED NEAR DOORS, CORNER WALLS, ETC. MOUNT SAME NOT LESS THAN 2' AND NOT MORE THAN 18- FROM TRIM VERIFY EXACT LOCATION WITH THE ARCHITECT. 3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS. 4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SWITCH RECEPTACLES 1. UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH USHAPED GROUND POSITION ON BOTTOM. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER CATALOG NUMBERS LISTED ARE LEVITON; HOWEVER, COMPARABLE DEVICES BY PASS 8 SEYMOUR, HUBBELLIBRYANT, OR COOPER/ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCHITECT/OWNER. a) SWITCHES: LEVITON #CSBI-2IN b) RECEPTACLES: LEVITON #BR20-1 c) COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. GROUND FAULT INTERRUPTERS 1. SWAB ALL CONDUITS CLEAR OF MOISTURE. 2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY. 3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANY ONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT. 4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED AND READILY ACCESSIBLE. d) LABEL DOWNSTREAM RECEPTACLES TO INDICATE THE GFCI LOCATION WHERE RECEPTACLES ARE MORE THAN 20' FROM THE GFCI DEVICE. e) GFCI DEVICES LOCATED IN RESTROOMS SHALL NOT FEED THROUGH TO PROTECT DEVICES IN OTHER ROOMS. SECTION 16195 ELECTRICAL IDENTIFICATION PRODUCTS NAMEPLATES 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPER CASE LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES. 2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING. 3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATED SCREWS. THE USE OF DYMO TAPE OR THE LIKE IS UNACCEPTABLE. CABLE TAGS AND WIRE IDENTIFICATION LABELS 1. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES. 2. WIRE MARKERS SHALL BE PREPRINTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. 3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BOXES. EXECUTION SWITCHBOARDS 1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED ON THE DRAWINGS, MOUNT AT TOP OF INCOMING SECTION, 2. PROVIDE ON EACH MAIN SWITCH AN IDENTIFYING NAMEPLATE, PANELBOARDS 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF PANEL. DISCONNECT SWITCHES 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE DISCONNECT SERVES. ELECTRIC METERS 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE METER SERVES. SECTION 16431 SWITCHBOARDS PRODUCTS APPROVED MANUFACTURERS 1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANELBOARDS. 2. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: a) SQUARE D b) EATONICUTLER HAMMER c) GENERAL ELECTRIC d) SIEMENS ITE RATINGS 1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORTCIRCUIT CONDITIONS WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS. ENCLOSURES 1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN DRY LOCATIONS. 2. PROVIDE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS. FINISH 1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED WITH A RUST -INHIBITING PHOSPHATIZED COATING. COLOR AND FINISH OF INDOOR SWITCHBOARDS SHALL BE ANSI 61 LIGHT GRAY. 2. OUTDOOR SWITCHBOARD SHALL BE PAINTED TO MATCH THE BUILDING. SECTION 16450 GROUNDING SUBMITTALS 1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. PRODUCTS MATERIALS 1. GROUND CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON DRAWINGS. 2. GROUND RODS: a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS. b) DIAMETER: 5/8 INCH. USE 3/4 INCH FOR ROCKY SOIL. c) LENGTH: 10 FEET. GENERAL 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEMS THROUGHOUT THE BUILDING. 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING EQUIPMENT GROUNDING SYSTEM THIS SHALL INCLUDE BUT IS NOT LIMITED TO, FANS, PUMPS, CHILLERS, ETC. 5. PVC CONDUITS AND PORTIONS OF METALLIC PIPING AND DUCT SYSTEMS WHICH ARE ISOLATED BY FLEXIBLE CONNECTIONS, INSULATED COUPLINGS, ETC., SHALL BE BONDED TO THE EQUIPMENT GROUND WITH A FLEXIBLE BONDING JUMPER, OR SEPARATE GROUNDING CONDUCTOR. SEPARATELY DERIVED SYSTEMS I. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED FOR SEPARATELY DERIVED SYSTEMS AND SHALL BE GROUNDED TO BUILDING STEEL, COLD WATER PIPES, ETC., OR AN ALTERNATE GROUNDING MEANS. 2. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX.pEVI CE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 3. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AS P GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE 0 D APPROVED GR UNDI GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. ISOLATED GROUND RECEPTACLES 1. ISOLATED GROUND RECEPTACLES GROUND LUG SHALL NOT BE CONNECTED TO THE RESPECTIVE OUTLET BOXES. 2. PROVIDE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND RECEPTACLE. GROUND WIRE SHALL SERVE ONLY THOSE RECEPTACLES WHICH ARE ISOLATED, ROUTE GROUND CONDUCTOR TOGETHER WITH PHASE AND NEUTRAL CONDUCTORS IN A COMMON RACEWAY. 3. TERMINATE ISOLATED GROUND WIRE AT THE GROUND FROM THE SEPARATELY DERIVED SYSTEM SERVING THE RECEPTACLES. GROUND CONDUCTORS 1. SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE. SECTION 16470 PANELBOARDS GENERAL 1. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE *D'; HOWEVER, COMPARABLE EQUIPMENT BY G.E., 8 SIEMENS ONLY WILL BE ACCEPTABLE ALTERNATES. TANDEMAND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 2. ALL ELECTRICAL PANELS INDICATED ON THESE DRAWINGS ARE DESIGNED AND FULLY RATED, AS PER SQUARE •D• SPECIFICATIONS. IF AN ALTERNATE MANUFACTURER IS SUBSTITUTED, IT IS THE RESPONSIBIUTY OF THE ELECTRICAL CONTRACTOR TO PROPERLY FULLY RATE ALL PANELS. 3. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 4. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. EXECUTION INSTALLATION 1. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET B INCHES TO TOP UNLESS OTHERWISE NOTED. 2. WHERE FLUSHED MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. 3. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS 8 BETTS NYLON'TY-RAPS', OR APPROVED EQUAL AT MINIMUM 41NCH INTERVALS. 4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. 5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODEL WORK OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PROVIDE NEW UPDATED DIRECTORY. TOUCH UP AND CLEANING 1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT. 2. TOUCH UP SCRATCH MARKS, ETC. WITH MATCHING PAINT. SECTION 18475 FUSES 600V AND LESS GENERAL 1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER COOPERBUSSMANN OR LITTELFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED, FUSES 600 AMPS OR LESS SHALL BE CLASS RKi, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS •L•. INSTALLATION 1. FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE ENERGIZED. 2. PROVIDE AND INSTALL FUSES OF PROPER TYPE, VOLTAGE AND AMPERE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED. 3. LABELS a) APPLY APPROPRIATE LABEL WITHIN EACH SWITCH, MOTOR STARTER, OR PANEL BOARD DOOR OR AT LOCATION NEXT TO FUSE CLIPS, WHERE FUSES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FILL-IN WITH INK, BLANK SPACES ON LABELS FOR NON-STANDARD FUSES WITH APPROPRIATE FUSE DATA. SECTION 16476 DISCONNECT SWITCHES GENERAL 1. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSIONS PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. SECTION 16500 LUMINAIRES AND ACCESSORIES PRODUCTS LUMINAIRES 1. ACCEPTABLE MANUFACTURERS ARE LISTED IN THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS. 2. THE DESIGNATIONS INDICATED ON THE LIGHTING FIXTURE SCHEDULE ARE A DESIGN SERIES REFERENCE (NOT NECESSARILY A COMPLETE CATALOG NUMBER) AND DO NOT NECESSARILY REPRESENT THE NUMBER, SIZE, VOLTAGE, WATTAGE, TYPE OF LAMP, BALLAST, FINISH TRIM, CEILING TYPE, MOUNTING HARDWARE OF SPECIAL REQUIREMENTS AS SPECIFIED HEREINAFTER ON AS REQUIRED BY THE PARTICULAR INSTALLATION(S) AND CODE. CONTRACTOR SHALL VERIFY THESE REQUIREMENTS AND OTHER FIXTURES AS REQUIRED TO GIVE PROPER INSTALLATION PER THE CONTRACT DOCUMENTS AND PER CODES. BALLASTS 1. IT IS PREFERRED THAT ALL BALLASTS SHALL BE OF THE SAME MANUFACTURER, EVERY EFFORT SHALL BE MADE TO ELIMINATE BALLASTS FROM MULTIPLE MANUFACTURERS, BALLASTS WITHIN LUMINAIRES OF A GIVEN TYPE MUST HOWEVER BE OF THE SAME MANUFACTURER. MULTIPLE MANUFACTURERS WILL NOT BE PERMITTED. 2. APPROVED MANUFACTURERS: a) GENERAL ELECTRIC b) OSRAM SYLVANIA C) UNIVERSAL LIGHTING TECHNOLOGIES FABRICATION 1. PROVIDE LUMINAIRES, COMPLETE FACTORY -ASSEMBLED AND WIRED AND EQUIPPED WITH NECESSARY SOCKETS, BALLASTS, WIRING, REFLECTORS, CHANNELS, LENSES, ETC., AND DELIVER TO JOB READY FOR INSTALLATION. MATERIALS 1. PROVIDE BALLASTS WITH VOLTAGE CHARACTERISTICS TO MATCH THAT OF ALL RELATED CIRCUITRY INDICATED ON DRAWINGS. NO EXTRA COMPENSATION WILL BE ALLOWED FOR FAILURE TO PROPERLY COORDINATE BALLAST VOLTAGE WITH CIRCUITRY, 2. BALLASTS FOR CONTROL OF LAMPS IN ONE HOUSING OR FIXTURE UNIT SHALL NOT CONTROL LAMPS OF AN ADJOINING UNIT. 3. GUARANTEE BALLAST FOR ONE FULL YEAR AND ONE YEAR PRORATED AS PER STANDARD MANUFACTURER'S WARRANTY AGAINST DEFECTS FOR OR A PERIOD OF 2 YEARS. GUARANTEE TO INCLUDE REPLACING DEFECTIVE BALLAST WITH NEW BALLAST. LAMPS 1. PROVIDE A COMPLETE SET OF NEW LAMPS IN EACH FIXTURE. 2. UNLESS NOTED OTHERWISE LAMPS MUST CONFORMTO THE FOLLOWING: a) FLUORESCENT: TS, 35K COLOR. b) INCANDESCENT: •A' LAMPS TO BE INSIDE FROSTED RATED AT 130 VOLTS. c) LOW VOLTAGE: MR -16. d) LIGHT EMITTING DIODE (LED) FIXTURES A. THE MANUFACTURER SHALL WARRANTY THE FIXTURE FOR 5 YEARS AFTER SHIPMENT TO THE JOB SITE. B. THE COMPLETE LUMINAIRE ASSEMBLY SHALL BE DESIGNED TO OPERATE THE LED LAMPS FOR A MINIMUM OF 50,000 HOURS. EXECUTION INSTALLATION 1. INSTALL LUMINAIRES IN MECHANICAL AND UNFINISHED AREAS AFTER DUCTWORK AND PIPING INSTALLATION. ADJUST FIXTURE LOCATIONS TO PROVIDE THE BEST LIGHTING FOR EQUIPMENT ACCESS AND SERVICE LOCATIONS. LOCATE FIXTURES 8 FEET 61NCHES ABOVE FLOOR, OR AT SUITABLE LOCATIONS WITHIN SPACE ON WALLS BUT NOT LOWER THEN T-0• A.F.F. 2. THE CONTRACTOR SHALL PROTECT LUMINAIRES FROM DAMAGE DURING INSTALLATION OF SAME AND UP TO THE TIME OF ACCEPTANCE. ANY BROKEN LUMINAIRES, GLASSWARE, PLASTICS, LAMPS ETC., MUST BE REPLACED BY THE CONTRACTOR WITH NEW PARTS, WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 3. WHERE BALLASTS ARE FOUND TO BE PRODUCING EXCESSIVE NOISE THEY SHALL BE REPLACED. 4. INSTALL EXIT LIGHT AS INDICATED ON THE DRAWINGS BUT NOT HIGHER THAN 10 FEET A.F.F. SIZE AND COLOR OF LETTERING SHALL COMPLY WITH LOCAL CODES. 5. TRACK LUMINAIRES, ADJUSTABLE LUMINAIRES, FLOODLIGHTS AND ACCENT LIGHTS SHALL BE AIMED AS DIRECTED BY THE ARCHITECT/ENGINEER. OUTDOOR LIGHTING SHALL BE AIMED IN PERIODS OF DARKNESS. 6. PLUMB ALL OUTDOOR LIGHTING STANDARDS TO TRUE VERTICAL. FOR BOLTED POLES, PROVIDE GALVANIZED ANCHOR BOLTS AND NUTS. PLUMB USING A NUT ABOVE AND BELOW THE BASE PLATE ON THE ANCHOR BOLTS. PACK GROUT BETWEEN BASE PLATE AND CONCRETE FOOTING AND PROVIDE DRAIN HOLE BELOW BASE PLATE TO PREVENT ACCUMULATION OF MOISTURE INSIDE POLE BASE. PROVIDE TWO PIECE OR INDIVIDUAL COVERS FOR NUTS EXPOSED ABOVE THE BASEPLATE OF THE SAME COLOR AS THE POLE. GROUND ALL METAL UGHTING STANDARDS. SECTION 16721 FIRE ALARM SYSTEMS SUBMITTALS 1. SUBMIT PRIOR TO ORDERING EQUIPMENT: a) WIRING DIAGRAMS SHOWING CONNECTIONS BETWEEN ALL SYSTEM COMPONENTS. b) DESCRIPTION OF SYSTEM OPERATION. c) ANNUNCIATOR SCHEDULE SHOWING TITLES FOR EACH FIRE ALARM AND SUPERVISORY ZONE. d) MANUFACTURER'S UTERATURE MARKED TO SHOW MODEL AND CATALOG NUMBER FOR ALL EQUIPMENT. e) MANUFACTURER'S INSTALLATION INSTRUCTIONS, OPERATIONS AND MAINTENANCE INSTRUCTIONS. I) A COMPLETE LAYOUT OF THE ENTIRE SYSTEM INCLUDING CONDUIT ROUTING, CONDUIT SIZES, WIRE SIZES AND TYPES. g) PROVIDE A COLOR CODE SCHEDULE FOR WIRING. h) BATTERY SIZING CALCULATIONS INDICATING CIRCUIT LOADING AND POWER SUPPLY LOADING. VOLTAGE DROP CALCULATIONS SHALL BE SUBMITTED FOR ALL NOTIFICATION APPLIANCE CIRCUITS EXCEEDING 1.5 AMPS OR 300' LENGTH. I) SUBMITTALS SHALL BE AS A COMPLETE SET. PARTIAL SUBMITTAL WILL NOT BE ACCEPTABLE. j) DRAWINGS SHALL NOT BE ON LESS THAN B 1/2' BY 11 INCH SHEETS AND SHALL IDENTIFY ALL SYMBOLS USED. 2. SUBMIT PRIOR TO BUILDING OCCUPANCY a) CONTRACTOR SHALL SUBMIT, UPON COMPLETION OF SYSTEM VERIFICATION, A POINT -BY -POINT CHECK LIST INDICATING THE DATE AND TIME OF EACH ITEM INSPECTED AND ISSUE A RECORD OF COMPLETION CONFIRMING THAT THE INSPECTION HAS BEEN COMPLETED AND THE SYSTEM IS INSTALLED AND FUNCTIONING IN ACCORDANCE WITH THE SPECIFICATIONS. SECTION 16580 LIGHTING CONTROL DEVICES SENSOR INSTALLATION 1. INSTALL AND AIM SENSORS IN LOCATIONS TO ACHIEVE NOT LESS THAN 90 PERCENT COVERAGE OF AREAS INDICATED. DO NOT EXCEED COVERAGE LIMITS SPECIFIED IN MANUFACTURER'S WRITTEN INSTRUCTIONS. CONTRACTOR INSTALLATION 1. MOUNT ELECTRICALLY HELD LIGHTING CONTRACTORS WITH ELASTOMERIC ISOLATOR PADS, TO ELIMINATE STRUCTURE -BORNE VIBRATION, UNLESS CONTACTORS ARE INSTALLED IN AN ENCLOSURE WITH FACTORY -INSTALLED VIBRATION ISOLATORS. WIRING INSTALLATION 1. WIRING METHOD: COMPLY WITH SECTION 18010 GENERAL PROVISIONS. MINIMUM CONDUIT SI S E 1121 SIZE HALL B NCH (13 MINI). 2. WIRING WITHIN ENCLOSURES: COMPLY WITH NECA 1. SEPARATE POWER -LIMITED AND NONPOWER -LIMITED CONDUCTORS ACCORDING TO CONDUCTOR MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. SIZE CONDUCTORS ACCORDING TO LIGHTING CONTROL DEVICE MANUFACTURER'S WRITTEN INSTRUCTIONS, UNLESS OTHERWISE INDICATED. 4. SPLICES TAPS AND TERMINATIONS: MAKE CONNECTIONS ONLY ON NUMBERED TERMINAL STRIPS IN JUNCTION PULL, AND OUTLET L BOXES; XES; TERMINAL CABINETS; AND EQUIPMENT ENCLOSURES. SUBMITTALS 1. ANY SUBSTITUTIONS FOR LIGHTING THAT IS SUBMITTED BY THE CONTRACTOR CHANGES THE LIGHTING CONTROLS SYSTEM. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO MAKE THE LIGHTING CONTROLS WORK WITH ANY SUBSTATIONS IN THE SAME MANNER THE ORIGINAL DESIGNED CONTROLS FUNCTIONED. ELECTRICAL CONTRACTOR TO PROVIDE ANY ADDITIONAL EQUIPMENT NEEDED TO HAVE THE LIGHTING CONTROLS OPERATE PER CODE. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 _ 1 __.. _. _..._ r e,IfL Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 Florida Corporate CertifiWe MAA C000526 \\111)())i////' \\` Y .. V,q /// "I GP IGENSF•.-- //� 1 No. 81196 _ - - STATE OF • 1 F \ / COR10. •G'\\ / \ �� / // I NAL 1 \ \\\ \ III))) 09/10/2018 0 W0 U_ C) >-Z of 0 Q U W W 0 tri m a- I 0 Q m 0 w Z M Uj J 0 Q rJ Il- I- Q J W N U)Z ZQ>M in QZW_I � WcnO-'L- U _ of zW QZ w m UNI_ U<W LL m zO �_ 0 wI-o Bt- w U) a 0z�() STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: SPECIFICATIONS - ELECTRICAL SCALE: AS SHOWN SHEET NUMBER: E0002 lam; l�i ETR _ r -,j ETR - ETR_ ETR �j 0 l{�) ETR ETR ETR ETR Li 0 ��, ETR r�.i 0 ETR RELOC ' u i RELOG II \ ETR RELOC ,1'� 0 ll if RELOC RELOC i; ETR _IETR___j IIETR ETRE I I O O �O O O { 1 6 i if 3 ,i .if I ! I 7 ;I EXISTING PANEL'PP' t f i i O ,; j is ETR l I ETR ij ETR TR '\ L -:4:-L I LEGEND NEW ETR EXISTING TO REMAIN LIGHTING GENERAL NOTES: 1. E.C. TO CLEAN & RE -LAMP ALL EXISTING LIGHT FIXTURES 2180384 WITH -IN SCOPE OF PROJECT, REPLACE NON FUNCTIONING 09/10/2018 BALLAST IF NECESSARY. LIGHTING PLAN KEY NOTES: 1O RELOCATED RECESSED LIGHT FIXTURES, CONNECT TO EXISTING PRODUCTION DESIGNER: LIGHTING BRANCH CIRCUIT FROM PREVIOUS LOCATION. 02 RELOCATED WALL MOUNTED MENU LIGHTS. 03 E.C. TO CONNECT TO EXISTING LIGHTING BRANCH CIRCUIT AND CONTROLS PREVIOUSLY FEEDING REMOVED PENDANT LIGHTS. E.C. TO PROVIDE (1) RECESSED 2'x2' 3 -LAMP FLUORESCENT LAMP OR / THE SAME MAKE MODEL AND CHARACTERISTICS OF EXISTING RECESSED 2'x2' LIGHT FIXTURES IN SAME ROOM. O E.C. TO CONNECT TO EXISTING LIGHTING BRANCH CIRCUIT AND PROVIDE NEW CONTROLS AS INDICATED. O6 PROPOSED LOCATION OF RELOCATED LIGHTING CONTROL. E.C. TO EXTEND EXISTING LIGHTING BRANCH CIRCUIT AND RECONNECT. O EXIT LIGHT SHALL BE CONNECTED TO THE BRANCH CIRCUIT SUPPLYING NORMAL LIGHTS IN THE SAME AREA WHERE THEY'RE INSTALLED, CONNECTED ON THE LINE SIDE OF ANY SWITCHING ARRANGEMENTS. THIS BRANCH CIRCUIT MUST BE IDENTIFIED AT THE PANELBOARD. E.C. TO PROVIDE LITHONIS MODEL #: 'LHQM-LED-R'. WALL MOUNTED @8'-0" AFF AND CENTERED ON DOOR. 4 Floor Plan - Lighting Scale 114"=V-0" Floor Plan - Power Scale 1/4"=1'-0" ELECTRICAL DESIGN PLAN NOTES A. FURNISH AND INSTALL A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. LICENSEE'S ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. C. LICENSEE'S ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL VOLTAGE REQUIREMENTS ON ALL EQUIPMENT AND PROVIDING BUCK -BOOST TRANSFORMERS AS MAY BE NEEDED FOR CODE. ALL ARE NOT NECESSARILY INDICATED. D. LICENSEE'S ELECTRICAL CONTRACTOR SHALL WITH LICENSEE'S PLUMBING AND COORDINATE VENTILATING, AND AIR LICENSEE'S HEATING, CONDITIONING (HVAC) CONTRACTORS FOR ANY ADDITIONAL EQUIPMENT NEEDING POWER. E. ANY EQUIPMENT NOTE AS'FUTURE' SHALL BE PROVIDED WITH APPROPRIATE RECEPTACLES AND WIRING TO ENABLE FUTURE OPERATION. F. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS (NOT RECEPTACLES) SHALL BE UTILIZED WHERE REQUIRED BY CODE AND AT ANY FLOOR BOXES. PROVIDE DEDICATED NEUTRAL WIRE FOR ALL THESE CIRCUITS. G. EQUIPMENT REQUIRES CONNECTION TO THE BUILDING ELECTRICAL SYSTEM. FURNISH AND INSTALL ALL NECESSARY CONDUIT, WIRE, CONNECTIONS, RECEPTACLES AND OVERCURRENT PROTECTION NECESSARY TO ENSURE THE EQUIPMENT FUNCTIONS PROPERLY AND COMPLIES WITH ALL APPLICABLE LOCAL AND NATIONAL CODES. COORDINATE EQUIPMENT REQUIREMENTS WITH MANUFACTURER CUT SHEETS PRIOR TO ROUGH -IN. H. ALL FRONT BAR J -BOXES AND OUTLETS SHALL BE MOUNTED. PROVIDE CONDUITS AS NEEDED SURFACE AND ONE (1) ADDITIONAL SPARE CONDUIT BETWEEN ALL J -BOXES FOR FUTURE ELECTRICAL REQUIREMENTS. ALL J -BOXES SHALL BE POSITIONED TO AVOID OBSTRUCTION OF ANY EQUIPMENT SUCH AS REFRIGERATORS AND DISHWASHERS. POWER PLAN KEY NOTES: O RELOCATED SUB-PANEL'A' MOUNTED UNDER COUNTER TO BE FED FROM EXISTING PANEL 'PP' RUN NEW FEEDER BENEATH CABINETS AND CASE TO INTERIOR OF DEMISING WALL, UP INTO ACCESSIBLE CEILING AND OVER TO EXISTING PANEL'PP'. REFER TO POWER RISER DIAGRAM ON SHEET E1301 FOR ADDITIONAL INFORMATION. 2O RELOCATED SUB-PANEL'B' MOUNTED UNDER COUNTER TO BE FED FROM EXISTING PANEL 'PP' RUN NEW FEEDER BENEATH CABINET TO INTERIOR OF DEMISING WALL, UP INTO ACCESSIBLE CEILING AND OVER TO EXISTING PANEL'PP'. REFER TO POWER RISER DIAGRAM ON SHEET El 301 FOR ADDITIONAL INFORMATION. 03 RELOCATED EQUIPMENT WITH EXISTING ELECTRICAL RECEPTACLE PRE-INSTALLED IN RELOCATED CABINET. E.C. TO VERIFY ALL EXISTING CONNECTIONS ARE MADE BACK TO EXISTING PANEL AS INDICATED. REFER TO EQUIPMENT SCHEDULE ON SHEET A103. DEMOLITION PLAN GENERAL NOTES: 1. ALL EXISTING ELECTRICAL IS NOT SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE IN HIS BID THE REMOVAL OF ALL ELECTRICAL EQUIPMENT, WIRE, CONDUIT, DEVICES, FIXTURES, ETC. THAT IS NOT BEING REUSED, BACK TO ITS SOURCE. 2. ALL RECEPTACLES, DEVICES AND EQUIPMENT NOT SHOWN, AND IN AREAS OUTSIDE OF I r I. REMODELING SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED, FURNISH AND I ( 11 INSTALL ACCESSIBLE JUNCTION BOXES AND REWORK EXISTING CIRCUITS AS ' it REQUIRED TO MAINTAIN CIRCUIT CONTINUITY TO RECEPTACLES, DEVICES AND EQUIPMENT REMAINING. 1 I � I I 3. PROVIDE NEW TYPED PANEL DIRECTORIES FOR ALL EXISTING AND NEW �``J r.� I I I I PANELBOARDS ASSOCIATED WITH CONTRACT WHETHER SHOWN ON PLANS OR NOT 1 I ;: ETR f-, ETR 0 ETR {_ ETR 0 ETR ------------- REGARDLESS IF SCHEDULES/CIRCUITRY HAS BEEN CHANGED. LIGHTING DEMOLITION PLAN KEY NOTES: POWER DEMOLITION PLAN KEY NOTES: (D EXISTING RECESSED LIGHTING FIXTURE TO BE REMOVED. DISCONNECT AND REMOVE EXISTING O ALL EXISTING ELECTRICAL EQUIPMENT/DEVICES INDICATED AS DASHED SHALL BE 4 BRANCH CIRCUIT FEEDER BACK TO SOURCE. 5 1 REMOVED BACK TO SOURCE PANEL. REMOVE ALL FEEDERS AND CONDUITS COMPLETELY. NO ABANDONED CONDUITS OR FEEDERS SHALL REMAIN. — ,� ETR CD ETR �; ETR J ETR ,�� ETR O EXISTING PENDANT LIGHTING FIXTURE TO BE REMOVED. DISCONNECT AND REMOVE EXISTING _ BRANCH CIRCUIT FEEDER BACK TO SOURCE. O 100A DISCONNECT MOUNTED ON WALL TO REMAIN. REFER TO POWER RISER DIAGRAM ON SHEET E-1301 FOR ADDITIONAL WORK REQUIRED. EXISTING RECESSED LIGHTING FIXTURE TO BE RELOCATED. DISCONNECT AND LEAVE EXISTING! r_l _ _ _ _ ------------- BRANCH _ _ _ _ _ _ _ _ _ _ _ _ ----------- --------- 03 45 KVA TRANSFORMER ABOVE CEILING TO REMAIN. REFER TO POWER RISER DIAGRAM ON '---------------------------------- �� \\ ��\ BRANCH CIRCUIT IN A SAFE CONDITION. I ' _ r�� r�� i I- I - --- �(�► SHEET E-1301 FOR ADDITIONAL WORK REQUIRED. � I ( ) ( ) �� � � I II I_a I I_c I 4 (_) �.) �/� \ 04 EXISTING LIGHTING CONTROLS TO RELOCATED. E.C. TO COORDINATE WITH FINAL WALL FINISHES ��, I YI rdr=— � J rdl-==1 4 208Y/120V 150A MCB PANEL'PP TO BE REMAIN. REFER TO POWER RISER DIAGRAM ON C \ DISCONNECT/RELOCATE/RECONNNECTAS NECESSARY. j I1 " "I I I 1 1 I r I I .'�. O ' I 1 _ � dl r L—J I t L_J 1 , �� � C) I r-�(� \ ii r ---------- L_=_�-_-_L_==J--��� ��\ SHEET E-1301 FOR ADDITIONAL WORK REQUIRED. r- I I''�=/ \, ETR 05 EXISTING LIGHTING CONTROL TO BE RELOCATED. ! _ (00_ i I I i i I � `�\�,' 1 ( 05 EXISTING SIGNAGE TO BE REMOVED. EXISTING BRANCH CIRCUIT TO BE REUTILIZE WITH _ NEW SIGNAGE. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATIONS. W , -----f-, I O 3 I l I 11 -,` ! u ' oI I P; ETR i ETR ETR I i ETR j �2`O2 (^ r I 5 I 00 i ! U I rr'� I 1--------- W I II \\ (=)0 (=)O `_�O ()O I 1L ----L----I 1 ," i -------------moi i fxf I I Ij PANEL'PP' TO REMAIN l L I I 00 (y) if O 00 r ETI R 'i ETR !ETR ETR 00 t O CL 3 Demolition Plan Lighting Scale 1/4"=1'-0" r- - - - - --- - - - - - - - - - - - - - - - - ----------- ---I-- -� I , L —_ J ----------� 1 f II_`�� 17 l I 1 II 11( If I r--� I I r—� I I L_J 1111 1 I f 1 1 1 I I I I I I I 1 I I n L_1 I I I r j I III A I-- IES L L -j l _JE ?t1 I L-- --_♦ / l K - j ' <<t ;. O I I IL ------------- I PANEL'PP' TO REMAIN i i J I PP -26 ---I I T(D ----------- I '� ji i r; I PP (35..3 j) & (34:36) L--- 2- - - JO EWH (TANKLESS) TO REMAIN Demolition Plan Power Al(N KEY PLAN Scale 1/4"=Y-0" NORTH SCALE: NTS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS 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 Ii2018.06.30 Q� C�`ueci serf 14 Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 www,c� eAyc Florida COT" Ceriifia NAA C000526 No. 81196 — STAT OF �� •• FCORIOP.. ' ••N ,,�fiss�o......•��G�, NAL\\\�� 09/10/2018 w 0 W0 Q LL U 0 z �0 Q U W _j 0 U) 0 m 0 1 2m ��Zc- W� a J � I--- < LL J W MW z ZQ> — U) QZWJ w U w v) 0 v LL a o 0 W w ZZWO b Of Q m w J W o z 0 F_ LL 0 W~ N Q IL W CL 0zrU) STORE #: 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description FLOOR PLANS ELECTRICAL i SCALE: AS SHOWN = SHEET NUMBER: E-1101 0) 3 O M V_ i W I 1I' 00 M O 00 V_ SN U W J w N r) C 3 cc 0 It 00 M O 00 00 0 ,i 9 §1 PRIOR TO RENOVATION PANELBOARD: A (EXISTING) 2180384 FAULT CURRENT: REFER TO ONE -LINE DIAGRAM EQUIPMENT GROUND BUS TECHNICAL MANAGER: BUS AMPS: 100A PANELBOARD: PP (EXISTING) PRODUCTION DESIGNER: AIC RATING: 10000 FULLY RATED RATED BUS EQUIPMENT GROUND BUS BUS AMPS: 250A MAIN SIZE/TYPE: MLO MAIN SIZE/TYPE: MLO AIC RATING: 10000 FULLY RATED SERVES: MAIN SIZEITYPE: 176A MCB SERVES: STARBUCKS MAIN SIZE/TYPE: 150A MCB SERVES: Euro Cafe VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE MOUNTING: SURFACE VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: BOH LOCATION: LOCATION: SECTION: 1 NOTE CKT LOCATION: BOH NOTE CKT DESCRIPTION VOLTAMPS/PHASE WIRE BKR P P BKR WIRE NOTE CKT DESCRIPTION VOLTAMPS/PHASE WIRE BKR P P BKR WIRE VOLTAMPS/PHASE DESCRIPTION CKT NOTE NO. NO. C A B C NO. AMP P E HI 1 ES R SSO MAC NE AMP NO. A B C 40 2 NO. NO. 1 Ll HTING G 1000 > ....... , ..................... 4 320 20 1 1 2 0 1000 .I....: LIGHTING 2 V N O E 3 SPARE ...................... 3 P HINE 5 ES RESSO MA C 2 0 1 1 2 0 ........ . 1 200 1 20 .SIGN 4 S PARE 5 P OS .......................:......:.............:.. 7 3 20 1 1 2 0 ....I....I--.............. 500 EM/NL LIGHTS 6 8 7 PE IAL A E S C C S 9 POS 1 ........................... -: ,.::.-:.::::. -:::::�::::::.-::.. 500 20 1 2 30 :::.:-::: 600 ...................... ESPRESSO MECH 8 3 9 BLENDER 1 20 300 .......... . 500 20 1 .......................... ............................. A E SP C 12 10 3 11 F COF EE BREWER ..................... ........................... 20 1 30 2 1 20 ... SPACE 14 COFFEE GRINDER 12 15 SPACE 1 3 ...... ;;;: ;.;; .;::<.;: -.%........-.I....-:::...". ........................... 1 .;;;;: `:<:: 1 20 ............................. >:% SOUP WARMER 14 15 PANNI GRILL . . . . -. -: :: . -:: : :: : : .: . : -:::.::-.,.:::::.-.=: . . ::: .. :::: : : . : ,-.-:.-:::::...d:,:::::::: :,-:-.......::::„: ............................ 20 2 ........................... 1 20 ......................... 1 20 500 ..:.............................:.%.................=... MICROWAVE 16 :;:;;;:;;;;: 17 1 ......................... .::::.:;::.::;;...... ;;;:::;:.;;;: ................................................... ;;;:,;;:.;; `:: SPACE 2 0 1 20 .................. PA 21 S CE TOASTER 1 8 .................. 19 ICE MAKER ;;;::::. ;:: -.;;;;;;;;;;;;,; -......................................................... ;.----;;::;•;:.:.: _ SPACE 20 1 1 20 ;::......I ::::.;..:.:.:.;:: ;::.;:;:;:.-.;:::; ......-:...%-:.. =.::,:::::::, ..................................................I....... :::::..s: 2 DR REFRIGERATOR 20 1 21 T #1 V ... S PACE 24 20 1 1 20 .... . s' TV #2 22 1 23 I P DIG MED A ROC ...................... 26 SPACE 20 1 2 1 0 .......................... A E SP C REACH -IN FREEZER 24 1 '' A E €. SP C ..:..- ,:....:..:.I........:::. -.-. P E 29 SAC SPACE 1 20 360 .......................-.......I..................... 3 :. RECPT -GEN. 26 SPACE 3 0 1 20 SUBTOTAL 1 7,200 4,100 1 20 360 ... . RECPT -GEN. 28 SUBTOTAL 29 REFRIGERATOR ............................. TOTAL PHASE A - VA 8,088 2 0 2 1 20 ........... LOAD HOT DOG GRILL 30 31 27 .......................................................... ..... - ....:. AMPS 67 COOLING 1 2 0 ...............I.......:::. 2 1 0 .................. ?ts»: TV #4 3 2 PA S CE 33 TV#3 _'.....-.......:::......: :::::.:.:...:..-: ,:::::::::::::::::: ............................:. 5,408 20 1 2 50 ........................ 5 000 -.:.::----'.:::. >s F IDE EWH - LE T S 3 4 35 - EWH RI HT IDE G S 30 5 000 45 50 2 ..... ............:....:.......... . £ 5 000 1 20 36 3,712 3,412 37 SUBTOTAL ..�..:..........:.,..:.;.:. 5 000 ............... ......... ........ ...::..-.....: ... 4,100 RECEPTACLES 8,532 1 20 .:.:...:•:.:.::........:::.:::.. ................ :::::. .. .. A IV R T . EXISTING CT E CI CUI 3 8 CONN. VA 39 EXISTING ACTIVE CIRCUIT ............................. ......I.,................... 34 20 1 1 20 .............I............... ............................. `"':,.. ',:.-„ >: EXISTING ACTIVE CIRCUIT 40 TOTAL DEMAND 41 1 EXI TING A TIVE CIRCO T S C 0 .""I ....:......:. . 5 0 0 TOTAL PNLBD - VA 17,596 20 1 1 37 SHOW WINDOW SPACE 42 13,551 VA 4 3 EX T/N A TIVE IRCUIT IS G C C .............I........................I.... .... 49 20 1 1 LTG TRACK 39 1.00 38 A 45 SPACE .....................I....... 2 0 1 TOTAL PHASE C - VA 1 1 .................. 1.0/.5 EXISTING 12,197 25 SPARE ................................................... 11 0 2 1 1.00 42 LARGE MOTOR 27 TOTAL DEMAND SPARE .- ....................................................... TOTAL PNLBD - VA 24,588 1 1 1.00 ...................... SHOW WINDOW SUBTOTAL 6,000 5,000 45 SPACE AMPS 1,360 6,560 5,500 SUBTOTAL 1.00 1 TOTAL PHASE A - VA 7,360 LOAD CONN. VA DF LOAD CONN. VA DF SPACE ........................................................... AMPS 61 COOLING 1.00 1 ....................................,,,................... REFRIGERATION 1.00 TOTAL PHASE B - VA 6,560 HEATING 0 SIGN/DISPLAY 1.25 1 AMPS 55 LIGHTING 1.25 KITCHEN 1.00 15,781 2,020 7,760 6,532 TOTAL PHASE C - VA 10,500 RECEPTACLES 1.0/.5 EXISTING 24,420 1.00 CONN. VA DF LOAD AMPS 88 MOTORS 1.00 LARGE MOTOR AMPS 216 1.25 TOTAL DEMAND 1.00 TOTAL PNLBD - VA 24,420 SUPP HEAT 1.00 SHOW WINDOW 1.25 24,420 VA HEATING 0 AMPS 68 MISC EQUIP 1,200 1.25 1.00 LTG TRACK 1.00 68 A LIGHTING ELECTRICAL ROOM - 003 WS -1137 I I I I -------- --------J I I I I EXISTING BRANCH CIRCUIT I EXISTING MSB 480Y FEEDERS TO REMAIN I 3 PHASE 4 WIRE FED I FROM - FPL TRANSFORMER I PANELBOARD: A (EXISTING) 2180384 FAULT CURRENT: REFER TO ONE -LINE DIAGRAM EQUIPMENT GROUND BUS TECHNICAL MANAGER: BUS AMPS: 100A NA PRODUCTION DESIGNER: AIC RATING: 10000 FULLY RATED RATED BUS BUS AMPS: 250A MAIN SIZE/TYPE: MLO MAIN SIZE/TYPE: MLO SERVES: SERVES: MAIN SIZEITYPE: 176A MCB SERVES: STARBUCKS VOLTS/PHASE: 208Y/120V, 3PH, 4W VOLTS/PHASE: 208Y/120V, 3PH, 4W VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE MOUNTING: SURFACE SECTION: 1 SECTION: 1 LOCATION: BOH LOCATION: LOCATION: NOTE CKT DESCRIPTION NOTE CKT DESCRIPTION VOLTAMPS/PHASE WIRE BKR P P BKR WIRE VOLTAMPS/PHASE DESCRIPTION CKT NOTE NO. NO. DESCRIPTION A B C NO. AMP AMP NO. A B C A B NO. NO. 3 P E HI 1 ES R SSO MAC NE AMP NO. 3 600 C 40 2 2 20 12 7 08 .'.".-::::::::.-.:::.:::::::::.,".:.: <'s S ELF -S ERVICE CASE 2 4 320 3 2 1 0 3 600 2 2 40 2 912 7 08 V N O E 2 4 3 P HINE 5 ES RESSO MA C ............................ 4 320 3 600 40 2 1 20 S/ N G 4 S PARE 6 3 4 7 3 3 600 -:::..%.-::::. l-:::.-::::.-,:::::::...-.1 ................ 1 20 180 ........................... x::::: RECPT - CONV 8 3 3 9 POS 1 GRINDER -: ,.::.-:.::::. -:::::�::::::.-::.. 500 ,::.:::: ;>......r::;'tc::::::::::: 20 1 1 2 0 :::.:-::: 600 . L R COO E 1 0 3 3 11 POS 2 1 20 300 .......... . 500 20 1 1 3 A E SP C 12 3 13 SPARE 1 ..................... ........................... 20 1 1 .......................... ..................... ... SPACE 14 11 15 SPACE ...... ;;;: ;.;; .;::<.;: -.%........-.I....-:::...". 1 1 .;;;;: `:<:: PCE S A 1 6 BLENDER 12 17 SPACE ....._ ................I... 1 1 ............................ 1 20 12 SPACE 18 1 20 500 ..:.............................:.%.................=... 19 SPACE WARMER :;:;;;:;;;;: ; .:;;.:;.;;:;.::::::;;;:;;:; .:::.- ........:..... . 1 1 .::::.:;::.::;;...... ;;;:::;:.;;;: ................................................... ;;;:,;;:.;; `:: SPACE 2 0 8 40 PA 21 S CE 1 20 ................. .................. 1 1 ... ,::.:,%.......I. _ SPACE 22 23 PACE S 1 20 12 `` .......................................................... 360 FILTER SYSTEM 1 1 SPACE S PACE 24 3 19 25 SPA E .;:.::.;;:•..::...-.-;;:.;;:.;;=.-..;-;>:;:......:.: .:::....... 1 1 -:::::......:::._-._....1:.: ............................ ::::...:::::: >: SPA E C 26 SPACE 20 PA E 27 S C 21 A E SP C 1 1 ........................... 1 '' A E €. SP C 2 8 1 P E 29 SAC SPACE 22 SPARE 1 1 PA E S C SPACE 3 0 1 20 SUBTOTAL 1 7,200 4,100 4,100 S PACE 24 888 1,308 SUBTOTAL SPACE TOTAL PHASE A - VA 8,088 LOAD CONN. VA DF LOAD CONN. VA DF 27 SPACE AMPS 67 COOLING 1 2 0 ...............I.......:::. 1.00 1 REFRIGERATION 1,416 1.00 PA S CE 2 8 ICE MACHINE TOTAL PHASE B - VA 5,408 HEATING 2 0 0 1 20 SIGN/DISPLAY 1 1.25 SPACE 30 AMPS 45 LIGHTING ........... 1.25 3,662 KITCHEN 1 20 1.00 3,712 3,412 1,750 SUBTOTAL TOTAL PHASE C - VA 4,100 RECEPTACLES 8,532 1.0/.5 CONN. VA EXISTING 12,135 1.00 CONN. VA DF _ EWH LEFT SIDE 34 AMPS 34 MOTORS 71 1.00 LARGE MOTOR 5 000 1.25 TOTAL DEMAND 1.00 0 .""I ....:......:. . 5 0 0 TOTAL PNLBD - VA 17,596 SUPP HEAT 10,644 1.00 37 SHOW WINDOW 1.25 13,551 VA 1.25 AMPS 49 MISC EQUIP 89 1.00 LTG TRACK 39 1.00 38 A 1.00 ELECTRICAL ROOM - 003 WS -1137 I I I I -------- --------J I I I I EXISTING BRANCH CIRCUIT I EXISTING MSB 480Y FEEDERS TO REMAIN I 3 PHASE 4 WIRE FED I FROM - FPL TRANSFORMER I PANELBOARD: B (EXISTING) 2180384 FAULT CURRENT: REFER TO ONE -LINE DIAGRAM EQUIPMENT GROUND BUS TECHNICAL MANAGER: BUS AMPS: 100A NA PRODUCTION DESIGNER: AIC RATING: 10000 FULLY RATED BUS BUS AMPS: 250A MAIN SIZE/TYPE: MLO SERVES: MAIN SIZEITYPE: 176A MCB SERVES: STARBUCKS VOLTS/PHASE: 208Y/120V, 3PH, 4W VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 SECTION: 1 LOCATION: BOH LOCATION: NOTE CKT DESCRIPTION VOLTAMPS/PHASE NOTE CKT DESCRIPTION VOLTAMPS/PHASE WIRE BKR P P BKR WIRE VOLTAMPS/PHASE DESCRIPTION CKT NOTE NO. NO. C NO. A B C NO. AMP AMP NO. A B C NO. NO. 1 F R COF EE BREWE 4 320 1 2 1 0 50 2 2 40 2 912 ._ ...................... V N O E 2 3 3 ............................ 4 320 .. 1 2 0 ......................... 1 200 S/ N G 4 ss 2 12 9 4 SPARE 3 5 BLENDER .......... 7 50 1 20 ......................................................... 20 1 1 20 .........I...I.............. 1 000 GRINDER 6 3 3 7 FRIDGE 500 ................. 1 20 1 1 20 300 .......... . s? .. COOLER 8 3 9 ............................. ............................. 1 ..................... S PACE 1 2 0 .........-................. .......................... ` SPARE 10 3 11 SPACE 1 20 12 672 3 1 2 0 ............ ... ... 750 BLENDER 12 3 1 3 -......:::......:.::::::.-::::::::::::::::.:. 1 20 12 660 :: C - REA H IN 1 DOOR FREEZER 1 20 500 ..:.............................:.%.................=... `' WARMER 14 3 15 OVEN 2 912 , 3 8 40 2 1 20 500 .................. »WARMER 16 3 17 5 412 2-.91.2:::::.: 1 20 12 `` .......................................................... 360 FILTER SYSTEM 1 3 SPACE 18 SPARE 3 19 SPARE .......................................................... 1 1 20 20 1 1 .....-................................................... SPACE 20 SPARE 21 A E SP C 20 1 1 20 ......................... )s 1 1 SPACE 22 SPARE 23 PA E S C ....................... 1 1 20 1 1 .......... S PACE 24 25 SPACE 1 20 360 s>' 1 1 :> ....................... : SPACE 26 27 SPACE 1 2 0 ...............I.......:::. 36 0 `` ....I................ 1 1 ........................... ............................. . PA S CE 2 8 ICE MACHINE 2 9 PA E S C 12 2 0 2 1 20 .................I........... 1 1 SPACE 30 SUBTOTAL ........... 4,820 7,232 3,662 1 20 .....::..:..,....:..:.:�.::... 3,712 3,412 1,750 SUBTOTAL 33 TOTAL PHASE A - VA 8,532 LOAD CONN. VA DF 20 LOAD CONN. VA DF _ EWH LEFT SIDE 34 AMPS 71 COOLING 1.00 5 000 REFRIGERATION 50 1.00 0 .""I ....:......:. . 5 0 0 36 TOTAL PHASE B - VA 10,644 HEATING 37 0 SIGN/DISPLAY .. .._...::.....; ....::... ............ 1.25 1 20 .::.:..::.,.....:..:....:::...:::::::::. ...:...,....:............. :::. ... ............................ AMPS 89 LIGHTING 1.25 39 KITCHEN 5,824 1.00 2 0 1 TOTAL PHASE C - VA 5,412 RECEPTACLES 40 1.0/.5 EXISTING 12,197 1.00 ...................... . AMPS 45 MOTORS 1.00 42 LARGE MOTOR 1.25 TOTAL DEMAND SPARE .- ....................................................... TOTAL PNLBD - VA 24,588 SUPP HEAT 1 1.00 ...................... SHOW WINDOW 1.25 18,021 VA 45 SPACE AMPS 68 MISC EQUIP 1.00 1 LTG TRACK 1.00 50 A ELECTRICAL ROOM - 003 WS -1137 I I I I -------- --------J I I I I EXISTING BRANCH CIRCUIT I EXISTING MSB 480Y FEEDERS TO REMAIN I 3 PHASE 4 WIRE FED I FROM - FPL TRANSFORMER I PANELBOARD: PP (MODIFIED) 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: 80A NA PRODUCTION DESIGNER: CHECKED BY: EQUIPMENT GROUND BUS BUS AMPS: 250A AIC RATING: 10000 FULLY RATED MAIN SIZEITYPE: 176A MCB SERVES: STARBUCKS VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: BOH NOTE CKT DESCRIPTION VOLTAMPS/PHASE WIRE BKR P P BKR WIRE VOLTAMPS/PHASE DESCRIPTION CKT NOTE NO. NO. A B C NO. AMP AMP NO. A B C NO. NO. 1 LIGHTING 1000 20 1 2 1 0 1 000 LIGHTING 2 3 SPARE 20 1 1 2 0 ......................... 1 200 S/ N G 4 5 SPARE .::::::..1..........m...:.._.....:....:.:.:.:,. .......................... 20 1 1 20 ......................................................... 500 EMML LIGHTS 6 7 PNLBD A 8 088::.:: ' 1 "`' .........................................:.......:....... SPACE 8 4 9 OUTER LINE-UP 5 408 7 0 3 1 ..................... S PACE 10 11 4::1.00::::: 1 20 12 672 CH- R FRID REA IN 2 DOO GE 1 2 3 13 PNLBD B 8 532 , ......................................................... 1 20 12 660 :: C - REA H IN 1 DOOR FREEZER 14 3 4 15 INNER LINE-UP ` : 10644 `:: 70 3 1 20 12 .:.....:.:,::.::.-: 1200 >. S IGNAGE 16 17 "..,% ...:::::::: ........................................................... 5 412 1 20 12 `` .......................................................... 360 FILTER SYSTEM 18 3 19 SPARE 20 1 1 20 »`» SPARE 20 21 SPARE 20 1 1 20 ......................... )s SPARE 22 23 SPARE 20 1 1 20 S PARE 24 1 20 360 s>' - RECPT GEN. 26 1 2 0 ...............I.......:::. 36 0 `` ....I................ PT - `. REC GEN. 28 29 ICE MACHINE 1..269...... 12 2 0 2 1 20 .................I........... R SPA E 30 31 1.269:.::::.._. .::. ..............:..... , ........... 1 20 .....::..:..,....:..:.:�.::... SPARE 32 33 SPARE 20 1 2 50 ` 5 000 >:> ...................... _ EWH LEFT SIDE 34 35 - EWH RIGHT SIDE :::.:.:.::...:.. ... 5 000 50 2 0 .""I ....:......:. . 5 0 0 36 37 5 000 .. .. .. .. .._...::.....; ....::... ............ 1 20 .::.:..::.,.....:..:....:::...:::::::::. ...:...,....:............. :::. ... ............................ SPARE 38 39 SPARE ............................. 2 0 1 1 20 ........... SPARE 40 41 SPARE ...................... . 20 1 1 .......................................................... S PACE 42 43 SPARE .- ....................................................... 20 1 1 ...................... 45 SPACE ......:.-:...-.:......:-::. 1 1 25 SPACE ........................................................... 2 1 ....................................,,,................... 27 1 SUBTOTAL 23,889 16,052 15,781 2,020 7,760 6,532 SUBTOTAL TOTAL PHASE A - VA 25,909 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 216 COOLING 1.00 REFRIGERATION 5,286 1.00 TOTAL PHASE B - VA 23,812 HEATING 0 SIGN/DISPLAY 1,200 1.25 AMPS 198 LIGHTING 1.25 KITCHEN 5,824 1.00 TOTAL PHASE C - VA 22,313 RECEPTACLES 360 1.0/.5 EXISTING 38,587 1.00 AMPS 186 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 72,034 SUPP HEAT 1.00 SHOW WINDOW 1.25 51,557 VA AMPS 200 MISC EQUIP 1.00 LTG TRACK 1.00 143 A STARBUCKS SALES STARBUCKS BOH EXISTNG EUR AFE OC EXISTNG EURO CAFE I I EXISTING BRANCH CIRCUIT I I I I #1/0 FEEDERS AND CONDUIT __-_-____ _____ r I � I I I EXISTING 45 KVA TRNASFORMER TO BE REMOVED. 1 I I I I I I 480Y1277V PRIMARY I I i I 208Y/120V SECONDARY I I I MO NTED ABOVE CEILING U E.C. TO PROVIDE 4 #2/0 I I I I I TO REMAIN. 1, 1 G. 2 C. I I I I I I I I I I i I LEVEL 2 CEILING i I , 1 I E.C. TO PROVIDE (4)#4, i I 1 i 3 (1)#8G.,1-1/4RC. i I I I i I I ='_ = I I I I I RELOCATED100A RELOCATED100A I I I J I I I I I I I I RATED, 208/120V, 3 RATED, 208/120V, 3 1 O E.C. TO REMOVE EXISTING � PHASE, 4 WIRE PHASE, 4 WIRE 150A MAIN CIRCUIT BREAKER, I PANELBOARD W PANELBOARD'B' AND PROVIDE AN 175A MAIN 0 CIRCUIT BREAKER. EXISTING 100A, 600V DISCONNECT SWITCH 1 TO REMAIN EXISTING 250A I RATED, 208/120V, 3 i � PHASE, 4 WIRE PANELBOARD'PP' i I 1 LEVEL 2 ELECTRICAL ROOM - 003 WS -1137 I I I I -------- --------J I I I I EXISTING BRANCH CIRCUIT I EXISTING MSB 480Y FEEDERS TO REMAIN I 3 PHASE 4 WIRE FED I FROM - FPL TRANSFORMER I 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: 80A NA PRODUCTION DESIGNER: CHECKED BY: EXISTING 4000A MAIN SERVICE CIRCUIT BREAKER EXISTING CIRCUIT BREAKER IN EXISTING SPACE TO REMAIN. 1 POWER RISER DIAGRAM NO SCALE LEVEL 1 PANELBOARD NOTES () (1) INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). LOCKING DEVICE SHALL BE UL LISTED. MANUFACTURER SHALL MATCH EXISTING PANELBOARD MANUFACTURER. 2 INSTALL L KI OC NG DEVICE LOCK -ON FOR RIT C ICAL LOAD . 3 GFI BREAKER. 4 REFER TO ONE -LIN D A E I GRAM FOR WIRE SIZES. 5 EXISTING CIRCUIT TO RE AIN. M 6 ROUTE CIRCUIT THROUGH NEW CONTACTOR VIA TIMECLOCK. 7 PROVIDE INTERL CK WIRIN IT 0 G W H EXHAUST HOOD ANSUL Y EM. S ST 8 HACR CIRCUIT BREAKER. R 9 PROVIDE HANDLE LOCK OFF DEV E T IC 0 LOCK SPARE CIRCUIT BREAKER IN n n 11 R T HE OFF POSITION. IF CIRCUIT BREAKER I D T I S I EN IF ED AS EXISTIN FIELD G VERIFY CIRCUIT BREAKER INDI A ED I C T SNOT CONNECTED TO ANY LOAD AND n n UPDATE PANELBOARD CIRCUIT DIRECTORY IDENTIFYING CIR UIT A P C SSARE. 10 PROVIDE HANDLE -TIE BETWEEN CIRCUIT BREAKERS SHARING COMMON NEUTRAL FOR SIMULTANEOUS TRIP. 11 DO NOT INSTALL NE TRAL F RTI IR T . U 0 HSC CUI RY 12 CONDUCTOR SIZE HA EEN IN EA F S B CR SED OR VOLTAGE DROP.SIZE E UIPMENT Q GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. n R 13 PROVIDE RED LABEL FOR CIR UIT IDENTIFIED A I C S F RE ALARM CIRCUIT (14) PROVIDE LUG ADAPTERS AS REQUIRED. GENERAL NOTES: 1. PROVIDE NEUTRAL FOR ALL BRANCH CIRCUITRY UNLESS OTHERWISE CIRCUIT NOTED BY PANELBOARD NOTE (11). 2. ALL CIRCUITS EXISTING TO REMAIN ON PANEL SCHEDULES ARE SHOWN IN ITALICS AND ALL NEW CIRCUITS ARE SHOWN IN BOLD. Sheet Hex Notes: 01 ALL CIRCUIT BREAKERS IN EXISTING PANEL ARE EXISTING TO REMAIN. UNLESS NOTED OTHERWISE. ELECTRICAL CONTRACTOR TO RE -CONDITION PANELS: • CLEAN ALL BUSS WITH EMERY CLOTH & CRC ELECTRICAL PARTS CLEANER. • RE -TERMINATE ALL REMAINING CIRCUITS, APPLY ANTI -OXIDANT AN ALL ALUMINUM CONDUCTORS. • VACUUM OUT ANY DEBRIS. • SEAL ANY UN -USED OPENINGS. • REPLACE ANY DAMAGED HARDWARE. 02 CIRCUIT BREAKER SHALL BE OF SAME MANUFACTURER, TYPE DESIGNATION AND SHORT CIRCUIT RATING OF EXISTING CIRCUIT BREAKER WITH -IN PANEL INDICATED. INCLUDE ALL NECESSARY ACCESSORIES REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. 3 EXI T - S ING 45 KVA GROUND TO BE P U GRADED T 0 MINIMUM #4 OPP R I O C E N 3l4 C. STARBU K CS 2401 UTAH AVENUE SOUTH SEATTLE WA HIN T S G ON 98134 206 318-1575 c ) THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE E SOL PR P RTY F T R O E O S A BUCKS CORPORATION WHICH IS THE OWNER F THE P O CO YRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED IN WHOLE ORI PAR N SHARED ( i, WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTEN IONS T THI S O S PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATI N. 0 THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT F R A O PROTOTYPICA STARBU K T L CSS ORE ICH IS SUBJECT TO CHANGE AT ANYTIM E 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 02018.06.30 C1,f1w,r & ��er-cm Architects Engineers Planners 1925 Prospect Ave. Orlando, FL 32814 P (407) 661-9100 F (407) 661-9101 lR . / .4*k Florida CoT,mW Certificate #AA C000526 \11111/ \\ r1 �\ I / i Y S. i W .q t �. �CENS • .•� � L F• No. 81196 -* -p = X- �` ST TE OF � - 'i F P. i LORIO ,s ., S� � . � O L NA / r \ / 11 i V II 09/10/2018 0. 0 W0 LL U o L.L � . Q O 0 W W w> 0 to 0 m CL I O Q 2m o�Z(y) W ..._.IO<J~ N Q J W M Q to Z Z W vi Z J (� O J W •� U w - U ��/ O Q � N Q W w Z m Q W Z Z �/ �N/ LL I.L U U Q W w m W O Q J Z o F- O O Q � N ♦♦ ^^ ``^^ Z tl vJ VJ aO-�-cn STOR #: E 57783 PROJECT #: 2180384 ISSUE DATE: 09/10/2018 TECHNICAL MANAGER: LEED®AP: NA PRODUCTION DESIGNER: CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: POWER RISER DIAGRAM & PANEL SCHEDULES SCALE: AS SHOWN SHEET NUMBER: E-1301