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Plans (4) BU P2019-00059 ABBREVIATIONS ARCHITECTURAL SYMBOL LEGEND PROJECT CONTACTS GENERAL NOTES INDEX OF SHEETS 4tef LEGEND X SHEET ISSUED * ...; * AIC AIR CONDITIONING _ MAILING STARBUCKS COFFEE COMPANY 1. THE DRAWINGS AND PROJECT MANUAL TOGETHER CONSTITUTE THE R SHEf T ISSUED FOR REFERENCE AND COORDINATIONEONLY ACT ACOUSTICAL CEILING TILE 0 ADDRESS: 2401 UTAH AVENUE SOUTH CONTRACT DOCUMENTS FOR CONSTRUCTION. ALL GENERAL SEE TITLEBLOCK FOR REVISION ISSUE DATS) ADJ ADJUSTABLE MS STOP: S-SD10 REQUIREMENTS ARE TO BE MET AND ALL MATERIALS. FINISHES AND AFF ABOVE FINISHED FLOOR .^._�� Tr SEATTLE. WASHINGTON 98134 SYSTEMS ARE TO BE INSTALLED AND PERFORM PER SPECIFICATIONS F.- r N M AMP AMPERE Scale.x=x l'—(2D6) 318 1575 UNLESS OTHERWISE NOTED. w ARCH ARCHITECT to z z z z I- O 0 0 0 NORTH GRAPHIC DATUM EXTERIOR INTERIOR DESIGN JOHN PARK 2. GENERAL CONTRACTOR SHALL VISIT THE SITE REVIEW THE BUILDING N BOH BACK OF HOUSE ARROW SCALE POINT ELEVATION ELEVATION MANAGER: STARBUCKS COFFEE COMPANY SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS d > CALL OUT CALL OUT 2401 UTAH AVENUE SOUTH AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS SHEET SHEET TITLE m d CAB CABINET SEATTLE, WASHINGTON 98134 PRIOR TO CONSTRUCTION. CL CENTER LINE USA GENERAL O 2018 STARBUCKS COFFEE COMPANY CLG CEILING 3. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CM STARBUCKSGQ01 GENERAL INFORMATION /I/X' OR P ANUDISICREPANC ES PR ORETfl ONSTRUCTIONES. OMISSIONS E 5TA R B U C KS® CONSTRUCTION MANAGER SI -" XX XXXX AFF �" 0 0002 LIFE SAFETY ACCCESSfBILITY PLAN CTR CENTER CONSTRUCTION RON BLANCHETTE I 0003 HEALTH DEPARTMENT PLAN I 2401 UTAH AVENUE SOUTH MANAGER: STARBUCKS COFFEE COMPANY SECTION DETAIL SHEET ABOVE FINISH FINISH FACE TO REVISION SEATTLE, WASHINGTON 98134 CX COMMISSIONING 2401 UTAH AVENUE SOUTH 4. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH CXA COMMISSIONING AGENT CALL-OUT CALL-OUT NOTE FLOOR FINISH FACE CLOUD SEATTLE, WASHINGTON 98134 LOCAL, COUNTY. STATE AND FEDERAL CODES AND ORDINANCES, CIVIL CALLOUT HEIGHT TAG DIMENSION USA I T-001 TITLE SHEET (206) 318-1575 DEG DEGREE (503 572-4345 5. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL DET DETAIL ) I 1 OF 1 ALTA SURVEY UTILITIES. r THESE DRAWINGS AND THE PROJECT MANUAL DIA DIAMETER LANDLORD: LINDY GO0DLING C-001 GENERAL NOTES ARE CONFIDENTIAL AND SHALL REMAIN THE DIM DIMENSION HARSCH INVESTMENT PROPERTIES 6. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. INCLUDING C-101 DEMOLITION PLAN SOLE PROPERTY OF STARBUCKS DM STARBUCKS 1430 SE BROADWAY, SUITE 100 CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY STARBUCKS C-111 SITE PLAN CORPORATION. WHICH IS THE OWNER OF THE DESIGN MANAGER PXXX-ES XXXXXX DXXXXX {WXXXXX� PORTLAND, OR 97201 CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO COPYRIGHT IN THIS WORK. THEY SHALL NOT DN DOWN USA PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE C 121 GRADING PLAN C-131 SWPPP PLAN BE REPRODUCED (IN WHOLE OR IN PART); REVISION PAINT DESIGN ID DOOR WINDOW (503) 975-5489 OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL SHARED WITH THIRD PARTIES OR USED IN ANY EA EACH TAG TAG TAG TAG TAG DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT DO NOT C-132 SWPPP DETAILS MANNER ON OTHER PROJECTS OR EL ELEVATION ARCHITECT GPD ENGINEERING AND ARCHITECTURE SCALE DRAWINGS C 141 UTILITY PLAN EXTENSIONS TO THIS PROJECT WITHOUT THE EQ EQUAL OF RECORD: PROFESSIONAL CORPORATION C-501 DETAILS PRIOR WRITTEN CONSENT OF STARBUCKS EXIST EXISTING 520 S. MAIN ST. SUITE 2531 7. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING C-502 UTILITY DETAILS CORPORATION THESE DRAWINGS AND EXT EXTERIOR AKRON. OH 44311 WALLS. FLOORS, CEILINGS. OR OTHER SURFACES IDENTIFIED TO SPECIFICATIONS ARE INTENDED TO EXPRESS USA REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE C 503 OREGON ADA STANDARDS DESIGN INTENT FOR A PROTOTYPICAL FF&E FURNITURE, AERIAL MAP (602) 733 6202 WORK. L-001 LANDSCAPE NOTES STARBUCKS STORE (WHICH IS SUBJECT TO FIXTURE, AND EQUIPMENT L-101 LANDSCPAE PLAN CHANGE AT ANYTIME) AND DO NOT REFLECT FLR FLOOR fist , a , `' MEP GPD ENGINEERING AND ARCHITECTURE 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING L 501 LANDSCAPE DETAILS ACTUAL SITE CONDITIONS. NEITHER PARTY FOH FRONT OF HOUSE .`=,: . ::~ --4,j6 •E3 c =a°t ` ,f , CONSULTANT PROFESSIONAL CORPORATION PERMITS FOR FIRE PROTECTION. PLUMBING. MECHANICAL AND SHALL HAVE ANY OBLIGATION NOR LIABILITY TO FOIC FURNISHED BY OWNER. `"" '. �' OF RECORD: 520 S. MAIN ST SUITE 2531 ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS THE OTHER {EXCEPT STATED ABOVE) UNTIL A f3 DEMOLITION INSTALLED BY CONTRACTOR AKRON. OH 44311 WRITTEN AGREEMENT IS FULLY EXECUTED BY dio� x �� !�� ., 1:111. 1.41 F010 FURNISHED BY OWNER a ' :> s'; '->:, ,, ;, , , -' USA D101 DEMOLITION FLOOR PLAN °qf �, R 9. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF PERMIT PLANS BOTH PARTIES. INSTALLED BY OWNER � ',l�esrt �ATM '� (602) 733 6202 D1Q2 DEMO REFLECTED CEILING PLAN Bulk*ti*+I�i1N �, ON-SITE TO DOCUMENT ALL CHANGES MADE DURING CONSTRUCTION. FT FOOT/FEET STRUCTURAL GPD ENGINEERING AND ARCHITECTURE .: �, � THE RECORD DRAWINGS SHALL BE ISSUED TO THE OWNER AT £]103 ROOF DEMOLITION PLAN STARBUCKS TEMPLATE VERSION 12018.10.16 s , ' PROJECT CLOSE-OUT AS DESCRIBED IN THE GENERAL D201 EXTERIOR ELEVATION DEMOLITION ' a nllti's CONSULTANT: PROFESSIONAL CORPORATION G GROUND l' ` REQUIREMENTS OF THE PROJECT MANUAL. GC GENERAL CONTRACTOR `' Ey 520 S. MAIN ST. SUITE 2531 0202 EXTERIOR ELEVATION DEMOLITION r AKRON, OH 44311 n � , GWB GYPSUM WALLBOARD g "ManNagnMENEN € glitUSA 10. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING `° DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD ARCHITECTURAL HO HOLLOW CORE611:1bh. Ali (602) 733 6202 PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT A001 ARCHITECTURAL SITE PLAN HOW HARDWARE s � to SEE THE PROJECT MANUAL FOR ADDITIONAL SHIPMENTS. A003 ARCHITECTURAL SITE DETAILS HM HOLLOW METAL bI �a5ars P�� a INFORMATION A004 ARCHITECTURAL SITE DETAILS GPD Engineering and Architecture HORIZ HORIZONTAL i �, , �¢f �ft r,. E'SS $ g HR HOUR • f 11. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND A005 TRASH ENCLOSURE Professional Corporation HT HEIGHT # .. ' !-,0 ^' ' EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS A101 BUILDING FLOOR PLAN 520 SOUTH MAIN sr,suirE2ss1 r HVAC HEATING. VENTILATINGji.tk ,� : AKRON,OH 44311 I0li<S Bik ,. 4 UNDER THE COLUMN LABELED "RESPONSIBILITY". A102 BUILDING FLOOR PENETRATION PLAN P 330 5722100 F:330 s�2-2101 AND AIR CONDITIONING }` s .., "i`c . '' �°' e : • w . SCOPE O F WORK A103 BUILDING ROOF PLAN y • 12 FOR THE PURPOSE OF THE DOCUMENTS. TO "INSTALL", SHALL MEAN • GPD PROJECT NO: 2016355.42 f'arty,lVl�rE,i s A201 BUILDING EXTERIOR ELEVATIONS E I D. INSIDE DIAMETER TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE "° A202 BUILDING EXTERIOR ELI=NATIONS _ � � � � � , .• EXTERIOR WORK TO INCLUDE REMOVAL OF EXISTING DRIVE THRU BLOCKING. ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS ��D �k . ill LEED LEADERSHIP IN ENERGY :� ti :. CANOPY, NEW BUILDING FACADE ELEMENTS AND SIGNAGE (UNDER AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATIONAL A301 WALL SECTIONS � (� r°, .,n, e A501 BUILDING DETAILS AND ENVIRONMENTAL DESIGN •. Mar00 - 4,.; y `" SEPARATE PERMIT), NEW DRNE THRU EQUIPMENT, ONE NEW ROOF TOP INSTALLATION, UNLESS OTHERWISE NOTED. ...--3 r LL LANDLORD . . • " y HVAC UNIT TO REPLACE EXISTING AND ONE NEW ROOF TOP UNIT. A502 BUILDING DETAILS U 1'1AitICS. SALOPEK�S LV LOW VOLTAGE . AtflAFlomestreelf ""� 13. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS A503 BUILDING DETAILS _ 1 cy! s NTERIOR BUILD OUT OF EXISTING EXTERIOR SHELL TO INCLUDE INTERIOR CONSTRUCTION MANAGER. `�i'i'(}�° �)Fi MAX MAXIMUM rsPl :$ !` A600 FLASHING DETAILS 0 PARTITIONS. EQUIPMENT, CASEWORK. FIXTURES. FINISHES. LIGHTING. 4 e .; r r �� A601 WINDOW AND DOOR SCHEDULES & DETAILS NO. E' 36 MEP "MECHANICAL, ELECTRICAL ,,< T. ETC. NEW UTILITY LINES UNDER SLAB TO CONNECT TO EXISTING UTILITY AND PLUMBING" C r. ' '•. SERVICES. OFFICE COPY IP), „,,,,,6 02/28/19 MFR MANUFACTURER ` , STRUCTURAL 1i #� . a k MIN MINIMUM h .� SITE WORK TO INCLUDE REWORKING PARKING TO ACCOMODATE CITY OF TIGARD S001 STRUCTURAL GENERAL NOTES C /0. ��, 'AAPEDESTRIAN CONNECTIONS. RELOCATING TRASH ENCLOSURE, ANDi S101 FOUNDATION PLAN NIC NOT IN CONTRACT SOME UTILITY UPGRADES (BY UTILITY COMPANY).NL NIGHT REVIEWED FOR CODE COMPLIANCE 5102 — FRAMING PLAN NTS NOT TO LIGHT CALF Approved: I 5501 STRUCTURAL DETAILS �� / � OTC, 1 I S502 STRUCTURAL DETAILS V L OC ON CENTER L LI MAR 7 2019 N O.D. OUTSIDE DIAMETER Permit#: `J��cl l g -f1 s Address: INTERIORS ®UII OF TlGARp �.� On Sw„► �c��r.� j-��, I 1101 FF & E PLAN QI PLC PLACE VICINITY PLAN SITE INFORMATION Suite =e#= z 2 1102 CASEWORK PLAN Lnrn��DIVISION R RADIUS • ----Tr Date: -�-- 1 Q I 1103 REFLECTED CEILING PLAN 0 co LU REF REFERENCE �••/ CC REQ'D REQUIRED CODE AUTHORITIES: 1104 INTERIOR FINISH PLAN Nk Q I 1201 INTERIOR FINISH ELEVATIONS COI REV REVISION . BUILDING CODE. 2014 OREGON STRUCTURAL SPECIALTY CODE 1202 INTERIOR FINISH ELEVATIONS v� RND ROUND 1203 INTERIOR FINISH ELEVATIONS SB STARBUCKS PLUMBING CODE: 2014 OREGON PLUMBING SPECIALTY CODE 1401 RESTROOM PLAN & ELEVATIONS ail SC SOLID CORE MECHANICAL CODE: 2014 OREGON MECHANICAL SPECIALTY CODE 1501 DESIGN DETAILSz I SF SQUARE FEET 1502 DESIGN DETAILS —0 SHT SHEET ELECTRICAL CODE: 2014 OREGON ELECTRICAL SPECIALTY CODE 1503 DESIGN DETAILS CV co SIM SIMILAR CV Orl�aint Community 1504 DESIGN DETAILS 0 U r3 SPEC SPECIFICATION Credit onion ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE SQ SQUARE • j 1601 FF & E SCHEDULES ID FIRE CODE: 2014 OREGON FIRE CODEI 1602 CASEWORK AND EQUIP SCHEDULES 2 n 0 TEMP TEMPORARYL:Lj Lt • F0 TYP TYPICAL HEALTH CODE: OREGON ADMINISTRATIVE RULES FOR SANITATION PLUMBING < p 12 P001 PLUMBING NOTES z E Q rts UC UNDER COUNTER ACCESSIBILITY CODE ICC A117.1-2009 P002 PLUMBING NOTES ~ O cy) UNO UNLESS NOTED OTHERWISE U U ZONING: P101 PLUMBING SUPPLY PLAN w (n w p < N VERT VERTICAL � P102 PLUMBING SUPPLY UNDERSLAB PLAN CV VIF VERIFY IN FIELD I— o PARCEL NUMBER: 2S115BA02500• P103 PLUMBING WASTE &VENT PLAN ' , P104 PLUMBING WASTE UNDERSLAB PLAN a T Lo aA MHornestreetBank PERMITTED TYPE OF USE: RETAIL SALES AND SERVICES I ETRIC N. P105 PLUMB NG ICM STORE #: 418 RESPONSIBILITY SPRINKLED N P501 PLUMBING DETAILS .41 '�` SPECIAL INSPECTION REQUIRED P502 PLUMBING DETAILS PROJECT #: 04753-029 c LEGEND LEASABLE AREA: 2082 S.F State of Oregon Structural SpecialtyCode ISSUE DATE: 02.25.19 SUBMITTAL \ MECHANICAL DESIGN MANAGER: JOHN PARK D GC GENERAL CONTRACTOR CONSTRUCTION TYPE: V-B �Q] Concrete and Reinforcing Steel M001 MECHANICAL NOTES LEEDOAP U M002 MECHANICAL NOTES PRODUCTION DESIGNER: GUY RIPLEY 0 LL LANDLORD ;,.i.i;a 311 'a:Fn ,3.;. OCCUPANCY TYPE: A 2 CHECKED BY: ❑ SB STARBUCKS ❑ Bolts Installed in Concrete I M101 MECHANICAL DESIGN PLAN PROPOSED USE: RETAIL SALES AND SERVICES El Specie!Moment-Resisting Concrete Frame M102 MECHANICAL ROOF PLAN I M501 MECHANICAL DETAILS Revision Schedule ce ❑ Reinforcing Steel& Prestressing Steel Tendons rn DEFERRED SUBMITTALS: N \ ,�, Rev Date By Description N �LLJ Structural Welding ELECTRICAL E001 ELECTRICAL NOTES co OCCUPANCY CALCULATION El High-Strenght Bolting E002 ELECTRICAL NOTES aINDOOR SEATING: 349 SF / 15 = 24 BEVERAGE PREP: 423 SF /200 = 3 '''',111 Structural Masonry E004 ELECTRICAL SITE PLAN DEFE SALES: IL 577 SF 1 30 = 20 El Reinforced Gypsum Concrete E101 POWER PLAN VALIDITY OF PERMIT Fire Sprinkles WORKROOM / RESTROOM 493 SF 1 300 = 2 E102 LIGHTING PLAN ❑ Insulating Concrete Fill CL POWER DRIVEN SHOT-IN- TOTAL ISSUANCE OF A PERMIT Fire Alarm E103 ELECTRICAL UNDERSLAB PLAN SHEET TITLE: BASED ON CONSTRUCTION Mechanics! TOTAL INTERIOR OCCUPANT LOAD: 49 o ANCHORS USED FOR \fir+ TOTAL INTERIOR SEATING: 30 CI Spray Applied Fire-Resistive Materials E501 ELECTRICAL DETAILS DOCUMENTS AND OTHER Plumbing 0 SEISMICAPPLICATION ��,. TOTAL EXTERIOR SEATING: 24E502 ELECTRICAL DETAILS GENERAL INFORMATION SHALL REQUIRE SPECIALDATA SHALL NOT PREVENT Electrical TOTAL NET SQUARE FOOTAGE: 1,842 SF Pilings, Drilled Pigs and Caissons E513 GENERAL ELECTRICAL EMS NO LIGHTING T INSPECTION THE CODE OFFICIAL FROM Truss Engineering _... ❑ Shotcrete E601 ELECTRICAL PANEL SCHEDULES OR.1NTERP 10-01 REQUIRING THE CORRECTION t Shop Drawings ,,,,-.� • SCALE: AS SHOWN OF ERRORS.OSSC 145.4 Othec ,,.,�. ❑ Special Grading,Excavation and Filling Et SHEET NUMBER: CV ❑ Smoke-Control Systems `� 0001 c\,1L, Other Inspections N INDOOR SEATING 1EGRESS CALCULATION PLUMBING FIXTURE CALCULATION *tee TYPE DESCRIPTION NUMBER OF ITEMS TOTAL SEATS EXIT WIDTH REQUIRED -49 OCC X .2 = 9.8 IN. CHAPTER 29-29023 (FOR REFERENCE ONLY) ##SEAT TABLE TOP, ROUND 8 16 1 EXIT WIDTH PROVIDED = 102 IN. ; Ahh. MALE FEMALE TOTAL ##SEAT TABLE TOP, SQUARE 0 0 EXITS = 68 IN. PRIMARY ENTRY, 32 IN. SECONDARY EGRESS, 40 IN.... OCCUPANCY 25 OCC 25 OCC 49 OCC ##SEAT COMMUNITY TABLE 0 0 # EXITS REQUIRED = 2 WATERCLOSETS URINALS LAVATORIES WATER FOUNTAIN ##SEAT BAR SEATING 2 6 # EXITS PROVIDED = 3 ADD EQUATION PER AHJ N/A ADD EQUATION PER AHJ N/A ##SEAT OTHER ## 8 MAXIMUM ALLOWABLE TRAVEL DISTANCE = 75 FT. FIXTURES MAXIMUM TRAVEL DISTANCE PROVIDED = 72 FT. I REQUIRED: 1 WC PER 75 M 1 WC PER 75 F N/A 1 LAV PER 20... 1 LAV PER 20... N/A 'OUTDOOR SEATING (MINIMUM EXIT SEPARATION = 58 FT. 2 IN. (MAXIMUM DIAGONAL)12 = 29 FT. 1 IN. PROVIDED: 1 1 N/A 1 1 N/A TYPE DESCRIPTION NUMBER OF ITEMS TOTAL SEATS EXIT SEPARATION PROVIDED = 31 FT. 6 IN ©2018 STARBUCKS COFFEE COMPANY ## SEAT TABLE TOP, ROUND 0 0 ## SEAT TABLE TOP, SQUARE - 9 20 MEANS OF EGRESS NOTES STARBUCKS® ## SEAT OTHER ## 4 2401 UTAH AVENUE SOUTH A. EVERY ROOM OR SPACE THAT IS ASSEMBLY OCCUPANCY SHALL SEATTLE, WASHINGTON 98134 HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A (206) 318-1575 CONSPICUOUS PLACE, NEAR THE MAIN EXIT ACCESS DOORWAY. '— _ ` - POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT THESE DRAWINGS AND THE PROJECT MANUAL DESIGN AND SHALL BE MAINTAINED BY THE OWNER AUTHORIZED ARE CONFIDENTIAL AND SHALL REMAIN THE OCCUPANCY NOTES \ \— — — — AGENT. (1004.3) CORPORATION PROPERTY OF STARBUCKS COPYRIGHT IN WHICH IS THE OWNER OF THE L kaN B. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, THIS WORK. THEY SHALL NOT OCCUPANCY CLASSIFICATION: A-2 10 �a CLOSETS OR SIMILAR SPACES. (1014.2) BE REPRODUCED (IN WHOLE OR IN PART), TOTAL OCCUPANTS: 49SHARED WITH THIRD PARTIES OR USED IN ANY 5P.,, G THIS BUILDING SHALL SATISFY THE FOLLOWING (1008.1.10), IN I PANIC AND FIRE EXIT HARDWARE WHERE INSTALLED ON DOORSMANNER ON OTHER PROJECTS OR ` ',I L .<r ____c �. �. IEXTENSIONS TO THIS PROJECT WITHOUT THE / ' r '° PRIOR WRITTEN CONSENT OF STARBUCKS OCCUPANCY _ •, ' J! CL--- a) THE ACTUATION PORTION OF THE RELEASING DEVICE SHALL CORPORATION. THESE DRAWINGS AND INDOOR SEATING: 349 SQ. FT. 115 SQ. FT. /OCC 24 OCC © ` \ " EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH 1 it - - SPECIFICATIONS ARE INTENDED TO EXPRESS SALES: 577 SQ FT 130 SQ. FT. /OCC 20 OCC f C � 1 O ► �� DESIGN INTENT FOR A PROTOTYPICAL r b) THE MAXIMUM UNLATCHING FORCE DOES NOT EXCEED 15 STARBUCKS STORE (WHICH 15 SUBJECT TO BAR:423 SQ. FT 1200 SQ. FT. !OCC 3 OCC 7v 1 I \� 'c. >.., I POUNDS (6.8 KG). CHANGE AT ANYTIME) AND DO NOT REFLECT RR/WORKROOM: 493 SQ. FT. 1300 SQ. FT. 1 OCC 2 OCC , / 0 ACTUAL SITE CONDITIONS NEITHER PARTY TOTAL OCC LOAD: 49 OCC \\ / �,, 00 ( c) PIVOTED OR BALANCED DOORS SHALL BE OF THE PUSH-PAD SHALL HAVE ANY OBLIGATION NOR LIABILITY TO , -(D'-` \ \ ` — ice' _ TYPE WHERE PANIC HARDWARE IS REQUIRED AND THE PAD THE OTHER (EXCEPT STATED ABOVE) UNTIL A LL1 \ -- ilL SHALL NOT EXTEND ACROSS MORE THAN ONE-HALF OF THE WRITTEN AGREEMENT IS FULLY EXECUTED BY ® I O „_, DOOR WIDTH, MEASURED FROM THE LATCH SIDE BOTH PARTIES. 1 r.4 / - iiii `�`-y MEN'S RRA / � ' oO —�� _—�, Pill 1 [ , 1 id) PANIC HARDWARE LISTED IN ACCORDANCE WITH UL 305. � STARBUCKS TEMPLATE VERSION 12018.10.16 ACCESSIBLE SEATING » , �\ 6 0 1 —l- —/—WOMEN'S 1 e) FIRE EXIT HARDWARE LISTED ]N ACCORDANCE WITH UL 10G � 'i 1 i i RR 0 .'! _., AND UL 305. INTERIOR SEATING: - a 30 SEATS X 5% = 2 ADA REQUIRED 2 PROVIDED 1 \ uki � 10Q /� \ D. STRUCTURAL ELEMENTS, FIXTURES OR FURNISHINGS SHALL NOT I I / \ , 4\.. % `� AND HORIZONTALLY FROM EITHER SIDE MORE THAN 4 INCHES EXTERIOR SEATING: . ...... /I° I � » 1�-I---� \ �G IN `� . , (100 MM) OVER ANY WALKING SURFACE BETWEEN 27 INCHES (685 24 SEATS X 510 - 2 ADA REQUIRED (2 PROVIDED) ,� t MM AND 80 INCHES 2030 MM ABOVE THE WALKING SURFACE I ' i O\A/ 07:12, 0 � � � EXCEPTION: HANDRAILS SERVING STAIRS AND RAMPS ARE GPD Engineering and Architecture A' ,� / •I /�� b v> PERMITTED TO PROTRUDE 4 1/2 INCHES (115 MM) FROM THE WALL. Professional Corporation / G/ 14, ` /' . ` '"'" (1003.3.3) 520 SOf3TH MAIN ST,SUITE 2531 / �i /+ AKRON.OH 44311 \ �� I�I /� 3 \�//, ; �� P',330-572-21N F:330-572-2101 ROOM SCHEDULE \ v� �,�A I <� �` // <� `` �// E. THE PATH OF EGRESS TRAVEL EXITS AND WITHIN EXITS IN THIS j v) y \ • / BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO GPD PROJECT NO: 2016355.42 NAME AREA _ �'� \ i \ !I! v/ THE REQUIREMENTS OF SECTION 1011 AND AS NOTED BELOW: 10 G1 D BACKBAR 422 SF iilitl ) \ 1) EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION CAFE 926 5F "��' _ !moi i,w 1 •iii •i 1=W•i ... o \ ---� OF EGRESS TRAVEL. ,..., MARK S. S.tl,{)1'l.K MEN'S RR 65 SF ;• © CAFE 11111 11111 11111 aillill !!!!! f _ 1 2) EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY ? WOMEN'S RR 49 SF WORKROOM , \ I INDICATE THE DIRECTION OF EGRESS TRAVEL. / AKRON, OH ," WORKROOM 378 SF `�� v00 (//40 _3 T. ° NO. GQ3fi • GRAND TOTAL 1840 SF I;I I 3) NO POINT IN A CORRIDOR SHALL BE MORE THAN 100 FT (30.5 M) o .�� k,� I'- ,___<,, I OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER �,/� _ ,,y)' 02/28/1 O �a �' igge / ' I I' 'I I ■ IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. �.411! :010,Ili14; ` • J.Op ih t 00 iI 71 \ .Q- �, F WHERE KEY OPERATED LOCKING DEVICES ARE USED, POST A SIGN J g �} O �' ON OR ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1 INCH f ® -ill �� P Ilhi�� _ _ _ _ _ _ _ _ _ (25 MM) LI=TTERING STATING THAT"THIS DOOR TO REMAIN 7 Q� '\ _ _ _ _ __, UNLOCKED WHEN BUILDING 15 OCCUPIED" (1048.1.9 3) • • ' L.' I• N G EGRESS DOORS OR GATES SHALL BE OPENABLE FROM THELU A��', 2 ar . EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE Q I 00 OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES (860 MM) TO 48 INCHES (1220 MM) ABOVE FINISHED FLOOR MANUALLY p1mil lirI OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT Co 1)(-Th W !� \ rI PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT N ro� 4< REQUIRE MORE THAN ONE OPERATION. (1008.1.9) (/D �RE - �` ' II ', ■ H LANDINGS SHALL BE PROVIDED ON EACH SIDE OF DOORS AND Y �' 70EL SUCH LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE LU ��,..•�•. ,�•a• OF THE DOOR LAND1 INGS SHALL HAVE A WIDTH NOT LESS THAN 1;1 1 • ,* I I��1, :• •ala, [ ��i� 0 �I THE WIIDTH OF THE DOOR AND LENGTH MEASURED IN THE z - _ �l / V F NOT LESS THAN 44 INCHES 11120 MM). �.. O� L (11008 1T5 1008.1.6A EL O ( U CV �1 © ill 0 LL CV D I BACKBAR ' - 0 (rI �� CU \ W � � :iiiI , I _ Li,n ¢ ❑ o O ' * i El 1 goi �JUHEI . I / KEYED NOTES CD O(13 • Et �\ 1. THRESHOLDS TO BE BARRIER FREE COMPLIANT PER ALL U U O ni ... — \ \ E APPLICABLE CODES.L. Ow OW cV 111 77r—. _,f - 2. BARRIER-FREE PATH OF TRAVEL. iY N—,.... — a LO NS !EDD IE . _____ "I II� '� 3. 30" (160 MM) X 48" (1220 MM) CLEAR FOR WHEELCHAIR ACCESS. 3 .1, , ‘,,_ I ; r r --- - -- 1 , s , _ 1 STORE #: 418 ....... ii L _ —__D 4. 60" (1525 MM) DIAMETER MINIMUM TURN RADIUS FOR WHEELCHAIR 17 rfi in II IIII L f ACCESS PROJECT #: 04753-029 N / ISSUE DATE: 02.25.19 SUBMITTAL E .,461,i1,_ ..I.,,.,\ ....................i ,R""""""%! . 5. 32" (815 MM) MINIMUM CLEAR AT RESTROOM DOOR. DESIGN MANAGER: JOHN PARK �� ,��,�� < - � 6. ENLARGED RESTROOM PLAN AND ELEVATIONS SHEET(S) SEE D «. ,.f '' ' - "` FOR ADDITIONAL INFORMATION ON ACCESSIBLE RESTROOM PRODUCTION DESIGNER: GUY RIPLEY N C4 CLEARANCES. CHECKED BY: / 7. POS TRANSACTION PLANE, CONDIMENT CART TOP AND HAND-OFF Revision Schedule N C I PLANE ARE 34 INCHES (860 MM) ABOVE THE FINISHED FLOOR FOR a) WHEELCHAIR ACCESSIBILITY. Rev Date By Description u) D 8. PROVIDE BARRIER-FREE SIGNAGE AT ADA RESTROOMS PER ALL b APPLICABLE CODES. 8. PROVIDE TACTILE "EXIT" SIGNAGE. / ./ 10. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHEET TITLE. . LIFE SAFETY co ACCCESSIBILITY PLAN M r:--: SCALE: AS SHOWN O) LIFE SAFETY ACCESSIBILITY PLAN 1 2' 4' 80 SHEET NUMBER: o N _ N Scale: 1/4"= 1'-0" Scale 1/4".1'-0" N • SPECIALTY EQUIPMENT SCHEDULE -"E" HD PLUMBING FIXTURE SCHEDULE -"P" HO DESIGN IDI COUNT DESCRIPTION RESP. COMMENTS I DESIGN IDI COUNT I DESCRIPTION RESP. COMMENTS SHEET NOTES HEALTH DEPT. PLAN NOTES HEALTH DEPT. FINISH SCHEDULE COOLING I 10267 5 FRIDGE UNDERCOUNTER 1 DOOR SB-GC FCO 6 FLOOR CLEANOUT GC-GC ZURN CO2449. 1. REFER TO PENETRATION PLAN FOR FLOOR SINK LOCATION. A. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL BAR: - - 11114L - 271N 685MM ADJUSTABLE FLOOR REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE 10970 1 FRIDGE REACH IN 1 DOOR LH - SB-GC CLEANOUT. NICKEL 2. ADA COMPLIANT RESTROOM AND ACCESSORIES. START-UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT FLOOR: CERAMIC TILE 291N 735MM BRONZE FRAME AND VENDOR WALL: WALL TILE, BACKSPLASH. WITH 6" COVE TILE BASE 11083 1 FRIDGE REACH IN 2 DOOR SB-GC COVER. 3. 3-COMP SINK. CEILING: GYPSUM CEILING 51X351N 1295X890MM FD 1 FLOOR DRAIN GC-GC ZURN Z211-S B. THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER 12618 1 FRIDGE UNDERCOUNTER 1 DOOR SB-GC GI 1 GREASE INTERCEPTOR 100 GPM GC-GC SCHIER PRODUCTS 4. HAND SINK. SYSTEM UNLESS OTHERWISE NOTED. CAFE: WITH SHELF-271N 685MM MODELS#GB-250, 100 5. WORK SINK. C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL FLOOR: CERAMIC TILE WITH WALK OFF MATS d 13682 1 FREEZER REACH IN 2 DOOR -541N SB-GC GPM, 1.076 GREASE SANITATION FOUNDATION STANDARDS OR EQUIVALENT. WALL: VINYL WALL COVERING. STOREFRONT 1370MM CAPACITY 6. MOP SINK. DRAIN PAINTED GYPSUM WALL BOARD WITH 6" COVE TILE BASE ©2018 STARBUCKS COFFEE COMPANY 17588 1 KEG DISPENSING SYSTEM -271N SB-GC KIT INCLUDES D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS. CEILING: GYPSUM CEILING & EXPOSED STRUCTURE 685MM -WITH NONPLUMBED DRIP UNDERCOUNTER FRIDGE, 10294 5 DRAIN - FLOOR SINK SQUARE - GC-GC ZURNFD2372-H, A R.E.. 7. WATER HEATER ON SHELF ABOVE. EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES STARBUCKS® TRAY TAPS, TRAY,AND TUBING 121N 305MM FLOOR SINK WITH 6" FOR ACCUMULATION OF DUST; DIRT AND DEBRIS. WORKROOM: EQUIPMENT SUMP DEPTH AND 1/2 2401 UTAH AVENUE SOUTH 10312 3 BREWER SOFT HEAT WARMING SB-GC GRATE E. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. FLOOR: CERAMIC TILE STAND SINGLE 10726 5 DRAIN -GRATE HALF SQUARE - GC-GC ZURNFD2372-H, ARE., INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS WALL: FRP AND WITH 6" COVE TILE BASE SEATTLE, WASHINGTON 98134 10746 1 BREWER DUAL SOFT HEAT SB GC 121N 305MM FLOOR SINK WITH 6" FLOOR FINISH LEGEND CONSTRUCTION REPRESENTATIVE. CEILING ACOUSTICAL TILE CEILING (206) 318-1575 SUMP DEPTH AND 112 10808 1 GRINDER DITTING KR1203 SB-GC GRATE F. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE TOWEL RESTROOMS: THESE DRAWINGS AND THE PROJECT MANUAL 10856 5 BREWER SERVER SOFT HEAT SB-GG IFAUCET WALK OFF MAT AND SOAP DISPENSER. AND ALL HAND SINKS TO HAVE A COMBINATION ARE CONFIDENTIAL AND SHALL REMAIN THE 10907 1 DISHWASHER LEGS AND SKIRT SB-GCFAUCET OR PREMIXING FAUCET. FLOOR: CERAMIC TILE SOLE PROPERTY OF STARBUCKS 10152 2 FAUCET DOUBLE LABORATORY SB GC ID: 12243 WALL: WALL TILE CORPORATION, WHICH IS THE OWNER OF THE 12407 2 OVEN TURBOCHEF NEXT SB-GC WITH BENT RISER SPOUT G. SEE SHEETS 1-600 & 1602 FOR SCHEDULES. GENERATION 10153 1 FAUCET-WATER TOWER- 121N SB-GC CEILING: GYPSUM CEILING COPYRIGHT IN THIS WORK. THEY SHALL NOT 12508 1 BLENDER QUIET MODEL ON SB-GC 305MM BE REPRODUCED (IN WHOLE OR IN PART), COUNTER WITH THIRD PARTIES OR USED IN ANY 10215 2 FAUCET-DOUBLE LABORATORY 5B-GC FLOOR TILE MANNER ON OTHER PROJECTS OR 12508 1 BLENDER QUIET MODEL ON SB-GC TO BE STORED IN BACK WITH SWING SPOUT ID: 18113 EXTENSIONS TO THIS PROJECT WITHOUT THE COUNTER - BACK-UP OF HOUSE UNLESS1 1 10447 1 FAUCET PRE RINSE SPRAYER 5B GC PRIOR WRITTEN CONSENT OF STARBUCKS NEEDED WALL MOUNTED CORPORATION. THESE DRAWINGS AND 12694 2 ESPRESSO MACHINE MASTRENA SB-GC 10597 3 FAUCET-SINGLE HANDLE SB-GC _ _ _ SPECIFICATIONS ARE INTENDED TO EXPRESS 15186 1 DISHWASHER HOT LOW STEAM SB GC 10804 1 FAUCET PRE RINSE SWING SB GC u :L DESIGN INTENT FOR A PROTOTYPICAL 16623 1 SCALE DIGITAL WITH SB-GC SPOUT STARBUCKS STORE (WHICH IS SUBJECT TO ADJUSTABLE DISPLAY MOUNT 10874 1 FAUCET-HOT WATER DISPENSER SB-GC CHANGE AT ANYTIME) AND DO NOT REFLECT SMALL GOOSENECK E 111041 ACTUAL SITE CONDITIONS. NEITHER PARTY 17564 1 BLENDER PITCHER RINSER WITH SB-GC 10922 1 FAUCET- MOP SINK WALL SB-GC E 10293 El109771SHALL HAVE ANY OBLIGATION NOR LIABILITY TO SENSOR THE OTHER (EXCEPT STATED ABOVE) UNTIL A MOUNTED WRITTEN AGREEMENT IS FULLY EXECUTED BY 19559 1 NITROGEN GENERATOR ELEMENT SB-GC I 11003 2 FAUCET_ DIPPERWELL SB-GC 0I:i 1 FOOD CASE -�...... ._.. - ..........,. BOTH PARTIES. 13588 1 FAUCET HAND SINK WALL SB-GC ■ -1�. (r :; - 16238 1 FOOD CASE -ZEPHYR-661N SB-GC MOUNTED __...._. ..._. ® . - _ 0 I STARBUCKS TEMPLATE VERSION 12018.10.16 I 1675MM 15749 2 FAUCET- HOT AND COLD WATER SB-GC _v T ,_:►.5 • (ICE DISPENSER GOOSENECK I . \ '%►�' r 10102 1 ICE BIN B55 SB-GC 17569 1 FAUCET-WARE RINSER IN SB GC L j �:- --1;...,1011p1 t--------MEN'S RR �� r 10344 1 ICE - BIN DROP IN 90LB 40KG SB-GC COUNTER -24X91N 600X235MM7 v P 592 1 ' 10971 1 ICE - MACHINE ICE0500HA AIR SB-GC 17572 1 FAUCET-TAP SINGLE HANDLE SB-GC E 1 WOMEN'S__ i.; ,.. 0 0 ,ED .. _._.. COOLED SIDE VENT FILTER RR ._ 19278 1 ICE - BIN DROP IN 45LB 20KG SB-GC 13076 1 FILTER - PREFILTRATION SYSTEM SB-GC GC TO COORDINATE E 10416 r -E 10384- � 2 :_ HORIZONTAL WITH SB VENDOR ----. E�10384 i hI GPD Engineering and Architecture (OTHER 13080 1 FILTER HEAD QUAD SB-GC E 10462 j • Professional Corporation wah �� E .."787 j 52:SOUTH MAIN ST,SUITE 2531 10091 1 CUP DISPENSER TALL HOT SB-GC 13081 4 FILTER -CARBON FILTER SB-GC 10416 AKRON,OH 4-4311 VERTICAL CARTRIDGE - - _ 1:330-572-2100 F:330-572-2101 P 1?1871 E 10462 , E 1104671 rH E •G - 11115 E101721 . 10099 2 RESTROOM TOILET PAPER SB-GC 13149 1 FILTER - PRESSURE GAUGE SB-GC �P 11871 1058 E 107 HOLDER OTHER �' 691 �I GPD PROJECT N0: 2016355.42 10172 2 RESTROOM SEAT COVER SB-GC ' 13384 1 WATER HEATER 50GAL 190L GAS GC-GC RHEEM MODEL - • 1-10099 = `- 161 �E 100991 ��'�L] �� DISPENSER PRO=G50S-40H RH67 PD, '1E115699E 10416 r ;��,�i 10305 1 TRASH DROP RING LINER SB-GC 50 GALLON, 40.4 GPH ' 1Q4Ej2 E' 108 91 1111 .'\ /` /lit �` �� l SQUARE BLACK RECOVERY @ 90"F RISE, 'EJci} I I �� 1� �* ,� ��\frllzfi S. 5:11,D1'E1;K� I I 1(,,,)04:::1 ,.... n 10172 10384 2 DIAPER CHANGING STATION SB-GC 40 MBH INPUT 11E 10501 --► 1 �3 ! 0 W n HORIZONTAL SINK 10396 1 CUP DISPENSER SHORT HOT SB-GC 10116 2 SINK-RESTROOM WALL SB-GC EI 11859 1EI,10121 E 109771 E 108621 a VERTICAL MOUNTED E111083 E 10769 �/ ' � '-/ • .4,, `h• NO. WA`h02/28/19 10467 1 FILE CABINET 2 DRAWER SB-GC 10549 1 SINK- RINSE DROP IN SST- SB-GC WORKROOM 1E1 10222 1-;-:-�! �. 10501 2 FIRE EXTINGUISHER SB-GC 12X20IN 305X510MM E' 17255 Si 1-/Ak 10769 2 RESTROOM GRAB BAR VERTICAL SB GC I 10995 1 SINK MOP 24X241N 610X610MM 5B GC _ C-,,1-0.- 18 1N 455MM 13700 1 SINK-3 COMP WORK SST- 105IN SB-GC I 10791 2 CUP DISPENSER GRANDE VENT( S8 GC 2665MM E 10970 p1,102941 1MM.°"' E 12407 11 , 7 P 14688 iii 1. +1 h�i i�i COLD VERTICAL 14688 1 SINK -HAND WITH SIDE SPLASH SB-GC ' pi0726 I 1111 i•i III 11111 10855 2 HOT VERTICAL DISPENSER GRANDE VENT( SB GC 17565 1 SINK- R NSETWITHS RAINBOARD- SB-GC CUP E 109771P 1 X447 E 12407 � E 109471 � 3 P 13700 - �E 162381LLI a) 10858 1 CUP DISPENSER TALL COLD SB-GC a ° , P 1(804 E 126181eC 15X271N 380X685MM 4 P 135881 ■ 1 r1111111 1111111 1111111 1111111 • - ,a- VERTICAL 17632 1 SINK-STACKED DRAINBOARD - SB-GC QIt.a 10859 2 RESTROOM GRAB BAR 481N SB GC 151N 380MM - - 1 13578 o I elmmirmh 1220MM 17650 1 SINK DRAIN TRAY 9X61N SB GC 1©907 - - • P-71052 1 0N W 10862 2 RESTROOM GRAB BAR -36IN SB-GC 230X150MM CC 915MM 18743 1 SINK-WATER FILLING STATION - SB-GC i E 1x1$6^ PI 10549 5 _ i 0 It = 10947 1 SOAP DISPENSER WALL SB-GC 36X241N 915X610MM 1 )P 10294 E 136821----- ".• E 10305 • U7 MOUNTED 19277 2 SINK-COUNTERTOP RINSER WITH SB-GC P 10726 E 10698 [�� 111.ICAFE CO ® - _ CC 10977 3 PAPER TOWEL DISPENSER FULL SB-GC DRAIN TROUGH -26X91N P 10874 OOP 10995 1: �I 16623' I LLI 660X235MM 0 SIZE -TRANSLUCENT GRAY P• 10153 •- - 'P 10922---i- - D1 E 1 L�808 ii . 11115 3 SOAP DISPENSER SINK MOUNTED SB-GC TOILET ] 1/113076 -IN EE! 188561 I- ' U ANODIZED ALUMINUM COUPLED TOILET, BY P 10215 11130 6 CORNER GUARD 0.3751N 10MM SB GC 11871 2 TOILET- EFFICIENT SINGLE FLUSH GC-GC DRAKE II CLOSE P 18743 —► .1 .1 — .-T N ,. E 107461 N 11815 5 HOT ROLLEDSTEELMT00 0MM - SB-GC `i -E 10856 TOTO. 1.28GPF �41�P 13081 1113084�- - E 126949............. 0 Uj U (IJ E.1.031`1 I�1 a) I 13330 1 MOBILE CUP DISPENSER CADDY SB-GC 1 176391-81" W Q c El172641 P 11003ri Li_ 13584 1 CUP DISPENSER TRENTA COLD SB-GC P 10587 !11 0 CC 0 - P• 19277 2 D O VERTICAL �--- E 11115 -..17' 0 �........ E 10267' P 1574 I�� Irk Q _ STORAGEE 10855 E 10091 0 I Z Ct Q w 0 10293 1 10 COMP LOCKER SB GC j�a 1 %07111� E 40855E 10396 n3 [ 10222 1 WIRE SHELF GRID AT SINK SB GO '� I1 E 13584E 10791 ' H P 10726 . • E 13330 [] W W 0 Q 10416 9 WORKROOM SHELVING-36IN SB-GC �' P110294 r (NI915MM 6 10 'CHI • ,1„:9218''; /fIII�� E 126941E 10791E 10858 BACKBARN 10462 9 WORKROOM SHELVING POSTS SB GC E 1 02$7 1085 E Emma 0' (n E y0312I -- - - 10267 ' LO 10698 1 MOP RACK WITH 3 HOLDERS SB-GC E 10267 E 10344 E 112508 E E 10267`• 1 11104 1 10 COMP LOCKER BASE SB-GC ` 13578 1 DISHWARE DRYING RACK 21IN SB GC I- • I:.?- P 15749 i , STORE #: 418 1 _ PROJECT #: 04753-029 P 10294 t P 1100x3 I!I I i_I I_)■ c 535MM (1) 15699 1 PARTNER WORK CENTER SB-GC ,P� W726 "I �� E 17564 _ - P 19277 _ ISSUE DATE: 02.25.19 SUBMITTAL 17255 1 PASTRY TRAY CART-601N 1525MM SB-GC E 17569 :: P 102151 ' �= - DESIGN MANAGER: JOHN PARK v �� LEEDOAP: o PASTRY TRAY CART-601N 1525MM • p 1 I e_ 1 P 17566 L._!).. t PRODUCTION DESIGNER: GUY RIPLEY O 17264 1 ROLLING PASTRY TRAY THAW SB GC 1E110501 P 176 21- J� E1!7588 I CHECKED BY: Ta 17639 1 WORKROOM CART 24IN 610MM SB GC E 10416 E 10416 C - ' BACK -20X261N 510X660MM P 14294 ! , 7 IR 175721 E 10462 IE 10462 W I 4 '� P 10726 1p 176501 - t;_. .^- �r Revision Schedule ir7 -c-,2 • ) UN a3 WORKROOM 1 E 1 10416L in -.,....1 { �- --�,. Rev Date By Description E 109711 1E104fi2 , In L} E 101021 IE 104621 '11E1104621 IE 10462 IE 10416LSIEI10416I 1E 104161 L . 1 ,. 3: !; 1: 1. - [Li' -__i . i ED 0 SHEET TITLE: HEALTH DEPARTMENT r, PLAN ti SCALE: AS SHOWN HEALTH DEPARTMENT PLAN I 2' 4' 8' CI O ( "I1 SHEET NUMBER: N Scale: 1/4”= 1'-0° Scale. 1/4"=1-0' (0 c\i N G003 Atte IMPROVEMENT PLANS Air .1; -14, S TA R 1E) 16 j C I< IS 0 ©2017 STARBUCKS COFFEE COMPANY STARBUCKS COFFEE COMPANY 16200 SW PACIFIC HIGHWAY #Z3 SEA240T TT 2UTAH TLE, WASHINGAVENUESOUTH TT ON 98134 (206) 318-1575 TIGARD, OR 97224 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, 2/25/2019 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 NORTH ABOVE) UNTIL A WRITTEN AGREEMENT IS VICINITY MAP N.rs. O FULLY EXECUTED BY BOTH PARTIES. ___...._.................._ I STARBUCKS TEMPLATE VERSION 12017.07.28 1 *'I illiMiilL61111. e'!_ ;ir!;.,:=w,tic GPD Engineering and Architecture Professional Corporation I v.v OWNER 520 SOUTH MAIN ST.. SUITE 2531 PROJECT DESCRIPTION Kng Clty Put1fc.a AKRON. OH 44311 P 330-572-2100 F 330-572-2101 Golf t un`! STARBUCKS COFFEE COMPANY GPD PROJECT NO: 2016355.42 THE PROJECT SITE IS AN EXISTING BANK BUILDING THAT WILL REDEVELOPED INTO A STARBUCKS g RON BLANCHETTE a 503.572.4345 COFFEE SHOP WITH A DRIVE-THRU AND PARKING LOT. ALL SITE UTILITIES ARE EXISTING AT THE I 2401 UTAH AVENUE SOUTH eD f'ROp BUILDING AND WILL BE UTILIZED UNLESS OTHERWISE NOTED IN THE PLANS. THE SITE IS PART OF A 1PROJECT S ITE SEATTLE,WA 98134 S��Gl ��, LARGER SHOPPING CENTER WHERE DETENTION IS ASSUMED TO BE ACCOUNTED FOR. WATER sl''' 92464P QUALITY WILL BE PROVIDED AS REQUIRED BY CITY OF TIGARD AND CLEAN WATER SERVICES. ,. a�� ev= .,« Ti � SURVEYOR ►�. 4* DURYEA&ASSOCIATES OREGON' .. ::111116117 . ' MITCH DURYEA r�f.��1 1 9 509.465.6007 ' ° _:._ �� .. 11 2702 NORTH PERRY STREET ""- SPOKANE,WA 99207 EXPIRES:06/30/2020 w p CO It CI) w LL N 4 ,— I"— (b WI rt LL INDEX OF DRAWINGS ¢ p Cr O z ¢ ❑ U} TITLE ,SHEET . . T-001 w < W O Q ALTA 1 OF 1 O . O N GENERAL NOTES C-001 11 H. d Cry H— _ DEMOLITION PLAN. . . . . . . . . . C-101 SATE,PIAN . . . . . . . . . . . . C-111 STORE #: 418 GRADING,PLAN . C-121 PROJECT #: 04753-029 2/25/19 SWPP PLAN . . . . . . . . . . . . . . . . C-131 PLAN REPRODUCTION WARNIN DESIGNISSUEDATE:MANAGER JOHN PARK THE PLANS HAVE BEEN PREPARED LEEDOAP. SWPP NOTES C-132 FOR PRINTING ON ANSI D 34"x22"l PRODUCTION DESIGNER: GPD GROUP UTILITY PLAN C-141 ` J CHECKED BY: SHEETS. PRINTING ON OTHER SIZE DETAILS C-501 SHEETS MAY DISTORT SCALES. Revision Schedule UTILITY DETAILS C-502 REFER TO GRAPHIC SCALES. Rev Date By Description QREGQN ADA,DETAILS. . . . , , , , , . C-503 LANDSCAPE NOTES . L-001 LANDSCAPE PLAN L-101 LANDSCAPE DETAILS L-501 ,`�� 2 Working Days � SHEET TITLE. V Before You Dig .�2 .rte. TITLE SHEET „:4, Lrgon SCALE: AS SHOWN 811 SHEET NUMBER: T-001 LEGEND: NOTES AND COMMENTS: PARENT PARCEL LEGAL DESCRIPTION: - PROPERTY LINE 1) POSTED PROPERTY ADDRESS: NO POSTED ADDRESS ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF TIGARD COUNTY FOUND 1/2" REBAR WITH OF WASHINGTON, STATE OF OREGON, BEING DESCRIBED AS FOLLOWS: - - - -EASEMENT LINE co ORANGE PLASTIC CAP MARKED 2) BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, OF THE FLOOD o B.S.L. BUILDING SETBACK LINE "GAY W. CHELL PLS. 42649" INSURANCE RATE MAP NO. 41067C0543E WHICH BEARS AN EFFECTIVE PARCEL 1 OF PARTITION PLAT NO. 2004-015, IN THE CITY OF TIGARD, COUNTY OF kt'li BEARS (0.13 SOUTH, 0.14 EAST) DATE OF NOVEMBER 4, 2016 AND IS NOT IN A SPECIAL FLOOD HAZARD WASHINGTON AND STATE OF OREGON. CENTERLINE AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE 4p, QD AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE STATE OF OREGON, / / / / / / / / / / / / / / BUILDING LINE ' / / DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL BY AND THROUGH ITS DEPARTMENT OF TRANSPORTATION, BY BARGAIN AND 3" CONCRETE CURB �' 10 49' L - EMERGENCY MANAGEMENT AGENCY. SALE DEED RECORDED FEBRUARY 14, 2014 AS RECORDING NO. 2014-008829. EDGE OF ASPHALT N89'55'20"W 3) PARENT PARCEL GROSS LAND AREA 375,922 SQUARE FEET OR 8.63 ACRES, THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS r TEMPORARY BENCHMARK: / MORE OR LESS. DESCRIBED IN THE COMMITMENT FOR TITLE INSURANCE NUMBER NCS-834010- HOU2 DATED JANUARY 26, 2017. BRICK WALL U /:::: CHISELED X ON SOUTHEAST 4) PER THE CITY OF TIGARD PLANNING DEPARTMENT, THIS SITE IS , FLANGE BOLT OF FIRE HYDRANT ( } COMPANY . . .- ;;,;.•.::-:.. :`.:_ ;..' ; ,::...1CONCRETE SURFACE � / ELEV: 174.51' (NGVD 1929) CURRENTLY ZONED GENERAL COMMERCIALC-G ; FIRST AMERICAN TITHE INSURANCE ZONING REQUIREMENTS FOR THIS SITE: COMMITMENT NO. NCS 834010-H0U2 2 -.z p / SETBACKS: FIRE HYDRANT ' o - ! FRONT: 0 FEET SCHEDULE B - EXCEPTIONS: r� L/s )� SIDE: 20 FEET 8) WARRANTY DEED WITH RIGHT OF ACCESS RESERVATION RECORDED MAY ® WATER METER 'c /" ` REAR: 20 FEET 1,1952, IN BOOK 332, PAGE 387; MODIFIED BY INDENTURE OF ACCESS, ix WATER VALVE ' / J ar / / I HEIGHT: 45 FEET RECORDED FEBRUARY 5, 1988, RECORDING NO. 88005090; AFFECTS Q LOT COVERAGE: MAXIMUM SITE COVERAGE 85% PROPOSED LEASE AREA, PLOTTED. OQ GAS METER • °i t- • SIGN: I/ \ '� Q WELCOME TO THE 'moo PARKING: PER FIGURE 18.620,1 - NO MINIMUM NUMBER OF SPACES 9) WARRANTY DEED WITH RIGHT OF ACCESS RESERVATION RECORDED JUNE QS SANITARY SEWER MANHOLE �CiTY OF TIGARD1 \ REQUIRED. 24 .1952, IN BOOK 334, PAGE 98; MODIFIED BY INDENTURE OF ACCESS, _� RECORDED JUNE 26, 1972, IN BOOK 874, PAGE 100; MODIFIED BY INDENTURE Oco SANITARY SEWER CLEAN OUT ' X3,9._ �2 j'' 5) THE BUILDING AREA SHOWN HEREON WAS DETERMINED BY THE FIELD OF ACCESS, RECORDED FEBRUARY 5, 1988, RECORDING NO. 88005090 0:vc IRRIGATION CONTROL VALVE / MEASUREMENTS OF THE EXTERIOR WALLS AT GROUND LEVEL. AFFECTS PROPOSED LEASE AREA, PLOTTED. • L/s /o CATCH BASIN / / : . / ASPHALT SURFACE----'/ 6) TOTAL PARKING SPACES IN PROPOSED LEASE AREA 27 = 19 REGULAR, 7 10) ELECTRIC POWER LINE EASEMENT RECORDED FEBRUARY 21, 1973, COMPACT AND 1 DISABLED. RECORDED IN BOOK 910, PAGE 221; DOES NOT AFFECT PROPOSED LEASE El TELECOMMUNICATION RISER 7.__._ '/ AREA, NOT PLOTTED. D TELECOMMUNICATION VAULT r 7) THE UNDERGROUND UTILITIES SHOWN HEREON ARE COMPILED FROM ' / r / L PLANS AND MAPS PROVIDED BY THE CITY OF TIGARD AND VERIFIED BY 11) RESERVATION OF UTILITIES IN VACATED STREET AREA AND THE RIGHT TO XX LIGHT STANDARD • CA.,- / THE VISIBLE SURFACE FEATURES OF THESE UTILITIES AND MARKINGS MAINTAIN THE SAME AS SET FORTH IN ORDINANCE NO. 75-29; UNABLE TO / PROVIDED BY A 811 UTILITY LOCATE SERVICE PURSUANT TO SECTION 5.E.IV. AN EXACT LOCATION OF THESE UTILITIES WAS NOT PERFORMED DETERMINE AFFECT, DOCUMENT NOT PROVIDED. •© ELECTRIC JUNCTION BOX / r d /- .. :' - ` " FOR THIS SURVEY. BEFORE DIGGING, CALL THE APPROPRIATE LOCAL 12) PERMANENT SANITARY SEWER LINE EASEMENT RECORDED JUNE 12, 1987, co ELECTRIC METER / A / / UTILITY LOCATE SERVICE FOR FIELD LOCATIONS OF UNDERGROUND RECORDING NO. 87030100; AFFECTS PROPOSED LEASE AREA, PLOTTED. E STORM DRAIN VAULT /1.- -.)0'..__ / /S UTILITY LINES. • 13) DECLARATION OF RESTRICT ONS AND GRANT OF EASEMENTS RECORDED E ELECTRIC VAULT L/., ' I 8) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE JUNE 12, 1987 RECORDING NO. 87030100; MODIFIED BY FIRST AMENDMENT EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR TO DECLARATION OF RESTRICTIONS AND GRANT OF EASEMENTS, P POWER TRANSFORMER ' / • // BUILDING ADDITIONS WITHIN RECENT MONTHS. RECORDED JULY 9, 1999, RECORDING NO. 99082160; AFFECTS PROPOSED •-CI- SIGN 1 9) PURSUANT TO THE CITY OF TIGARD PUBLIC WORKS DEPARTMENT LEASE AREA, NOT PLOTTED, GENERAL IN NATURE. • DECIDUOUS/CONIFER TREE WITH DIAMETER / / WEBSITE http://www.tigard- or.gov/city hall/public_works.php, THERE ARE NO 14) COMMON AREA MAINTENANCE AGREEMENT RECORDED JUNE 12, 1987, SIGN: CURRENT PROPOSALS FOR ANY CHANGES IN STREET RIGHT OF WAY LINES RECORDING NO. 87030101; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, UNDERGROUND STORM DRAIN LINE I 0t7ivc ' HOME STREET BANK ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS SURVEY. GENERAL IN NATURE. / / DRIVE THRU UNDERGROUND SANITARY SEWER LINE • / / AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE 15) DEVELOPMENT AGREEMENT RECORDED JUNE 12, 1987, RECORDING NO. RIM=1sa.44' OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. UNDERGROUND WATER LINE ' / / / 8' LE. (N)=162.74' .",„..--ASPHALT SURFACE--Y87030101; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN I. NATURE. UNDERGROUND GAS LINE RIM=155.10' 10) AT THE TIME OF FIELD SURVEY, THERE WAS NO EVIDENCE OF FIELD UNDERGROUND FIBER OPTIC LINE .-o ' 8- I.E. (S)=163.40' DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST. 16) MEMORANDUM OF LEASE RECORDED DECEMBER 8, 1988, RECORDING NO. '+1 /:.:, L/S / 8854662; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN UNDERGROUND ELECTRIC LINE ' / 11) PURSUANT TO TABLE A, ITEM 19, THERE ARE NO APPURTENANT NATURE. / EASEMENTS LISTED IN THE REFERENCED TITLE REPORT. /s LANDSCAPED AREA / ' /{ / 17) COVENANT NOT TO COMPETE RECORDED DECEMBER 8, 1988, RECORDING T.E. TRASH ENCLOSURE ' I 12) PHYSICAL ACCESS TO PROPERTY VIA PUBLIC RIGHTS OF WAY: NO. 8854663; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN `� /1 L SW PACIFIC HIGHWAY (HWY 99W) NATURE. • FOUND A5 NOTED a j ❑ 13) EASEMENT RIGHTS: PLOTTABLE EASEMENTS ARE SHOWN FROM THE 22) RESTRICTIVE COVENANT RECORDED MAY 17, 1999, RECORDING NO. BENCHMARK/TEMPORARY BENCHMARK / / OWNER SUPPLIED -TITLE REPORT. NON-PLOTTABLE EASEMENTS ARE 99059950; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL IN ' 3s.¢. ' NOTED ON THE SURVEY AS BEING "NOT PLOTTED". BECAUSE OUR NATURE. Fr.,/ •••.- '' /j / I SERVICE IS LIMITED TO REPORTING ON EASEMENT LOCATIONS, WE - , STRONGLY RECOMMEND LEGAL COUNSEL BE RETAINED TO REPORT ON 23) PARTITION PLAT NO. 2004-015 RECORDED JANUARY 27, 2004, RECORDING 1 • PARCEL 1 OF TITLE PAPERS IN THEIR ENTIRETY. NO.2004034016; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, GENERAL / SIGN: r.. I/ - IN NATURE. BUS STOP L/S/ r° PARTITION PLAT NO. 2004-015 • Lt (RECORDING NO. 2004034016) 14) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO VISIBLE EVIDENCE OF ' . / SITE USE AS A CEMETERY OR BURIAL GROUND. 24) EASEMENT WATERLINE-PERMANENT RECORDED JUNE 7, 2007, RECORDING I a .. rrJ NO. 2007063006; AFFECTS PROPOSED LEASE AREA, PLOTTED. / :,,.:,`r;.-:'J 15) THE PARENT PARCEL RECORD DESCRIPTION DOES MATHEMATICALLY CLOSE. 25) RESTRICTIVE COVENANT (FUTURE SIMPROVEMENTS) RECORDED r w o rs. 16) BASIS OF BEARINGS JULY 23, 2007, RECORDING NO. 2007-080415; DOES NOT AFFECT PROPOSED • / +-A1:' / � • / 30 THE BEARING OF SOUTH 88'19'48" WEST ALONG THE SOUTHERLY LEASE AREA, NOT PLOTTED. O w �� / LINE OF THE PARCEL 1 AS SHOWN UPON THAT CERTIAN MAP y HOME STREET BANK ENTITLED "PARTITION PLAT N0. 2004-015" RECORDED AS24) / � � PGE SERVICE EASEMENT RECORDED APRIL 9, 2009, RECORDING NO. 1 STORY BRICK BUILDING DOCUMENT NO. 2004034016, WASHINGTON COUNTY RECORDS, h e / 2009029979; AFFECTS PROPOSED LEASE AREA, NOT PLOTTED, BLANKET IN AREA = 2,177 SQ. FT. (±FOOTPRINT NATURE. vs 7 /U HEIGHT = 17.1' o IS SWAS URVEY. AS THE BASIS OF BEARINGS SHOWN UPON THIS • FF ELEV.=166.56' VERTICAL DATUM: I / oivC -_ / � 17) THERE ARE NO GAPS, GORES OR OVERLAPS BETWEEN THE SUBJECT BENCHMARK: L/s - � PROPERTY AND THE ADJOINING PROPERTIES OR PUBLIC STREET RIGHTS CITY OF TIGARD BENCHMARK N0. 68; FOUND 2 1/2" BRASS DISK IN TRAFFIC • r�. / a OF WAY SHOWN ON THIS SURVEY. SIGNAL CONTROL PAD IN SIDEWALK. HAVING A PUBLISHED ELEVATION OF �1 9 4p� 191.02' (NGVD 1929) I / / PARCELSTHERE RWITHIINE NO I THE ISUBJECT PROPERTYR GAPS, GORES . OVERLAPS BETWEEN THE ON-SITE TEMPORARY BENCH MARK: - -` CHISELED "X" ON SOUTHEAST FLANGE BOLT OF FIRE HYDRANT HAVING 3 / / \ 18) TAX MAP PARCEL NO. 2S 1 15BA - TL 2500 AN ELEVATION OF 174.51' (NGVD 1929). / h".'4 � / /.. ^N• , (o / ,/ ' ( \ 19) THIS IS AN AS-BUILT SURVEY PREPARED IN ACCORDANCE WITH THE POSSIBLE ENCROACHMENTS' ro ire '� I MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE ' • " o '=^.' co / SURVEYS. THERE ARE NO ENCROACHMENTS BY IMPROVEMENTS ON THE ADJOINING �►Ir ' !"!�io o rn / , ; / .,, PROPERTY ONTO SUBJECT PROPERTY, AND NO ENCROACHMENTS BY V a !! !1 !r !! � ,. . IMPROVEMENTS LOCATED ON SUBJECT PROPERTY OVER ANY ADJOINING �,6 ��l 0_--- WELCOME % -----1--. IIi�� -:` / I � 2D) THIS SURVEY WAS PREPAREDFOR THEPURPOSESOF OBTAININGANPROPERTY OROVER ANY PLOTTED ORPLOTTABLEEASEMENTS. • s } EXTENDED COVERAGE TITLE INSURANCE POLICY =� L/s 1 21) THE USE OF THE WORD "CERTIFY" OR "CERTIFICATION" WITHIN THIS SURVEYOR'S �ERTIFICATION� / //1 a SURVEY ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION To: Lender, Borrower and First American Title Insurance Company. REGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND 'slcN: LLL��V / DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED This is to certify that this map or plat and the survey on which It is based "1 WELCOME To TCARD / c OR EXPRESSED. were made in accordance with the 2016 Minimum Standard Detail Requirements A PLACE TO CALL HOME for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and 1 / I/s / 22) DURYEA & ASSOCIATES ONLY ACKNOWLEDGES SIGNED AND STAMPED NSPS, and includes Items 2, 3, 4, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 11, 13, r ' 8 9 / MAPS AND DRAWINGS. NO RESPONSIBILITY OR LIABILITY IS EXPRESSED 14, 16, 17, 18, 19, 20 AND 21 of Table A thereof. / OR IMPLIED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND The field work was completed on August 31, 2017. • / / \ 35' UNRESTRICTED ACCESS / DRAWINGS. i_.4327, / / (#88005090) / 4 ' \ • 1 / ASPHALT SURFACE ' / PROFESSIONREGISTEREAL -• IRIM=163.52' I LAND SURVEYOR 3��'�` I 12" I.E. (Nw) ,59.22' (STUB) / Z...., / / ' PRELIMINARY • L/S SIGN; / GREASE y OREGON 10/26/2017 ' 1 CREAT cups / TRAP 12 / PLS 596D8r ea Date ANYTIME FITNESS RiM=162.83' ' JULY 11, 2000 �cNc I ; Exp. 12/31/2017 POSTAL CONNECTION/ 8' I.E. (N)=160.58' 15' SEWER EASEMENT / mitchadur ea-associates.com MITCHELL DURYEA BUSS NAIL & SPA ! •• No 8' L$. (E)=160.03' y ! RIM=,61.37' \ / ' / (#87030098) / 44 #59638 , J12" I.E. 5W)=156.8] / / SW DURHAM RD I /S - - - EXPIRES 12/31/2017 • ' I-I RIM 163.04' / L 0)160.049' 12" I.E. 8" I.E. (N / r RiM=160.86 �\ f 12" I.E. (S)-159.69' / 12" LE. (CE R)=156.8,' ` ••• k, / I U �� SITE RIM=158.84' r...-.< _ .i4f! \ ' `. I 8" I.E. (CENTER)=152.94' I \ L a / --- /1/ ALTA/NSPS LAND TITLE SURVEY ' / ASPHALT SURFACF- O © _= to ,„ STARBUCKS 1 _�_=__ _ WO n 16200 SW PACIFIC HIGHWAY RIM=164,7] I 8" I.E. (NE)=157,97' \ B" I.E. (W)=155,97' • •/ 1 _ TIGARD, OR. ! o _ -- - ROYAL 1\ __ -- __ ._ __ __ __ - __ __ __ - __ __ - __ _ - - - 24 VILLA DF � 15' WATER LINE EASEMENT /-- 42007063005) VICINITY MAP D lJ RY EA ' NOT TO SCALE & A S S O C I A T E S -- _ ' / (BASIS OF BEARINGS) _ Surveying andMapping 4 . - 2702 N. Perry Street Spokane, WA 99207 (509) 465-8007 + _ - r 5865Q9;48"w -. -- - - �" I. GRAPHIC SCALE www.duryea-assaciates.com - N - FOUND 5/8" REBAR NO CAP 20 0 to zo as 8° DATE: AUGUST 2017 SHEET: BEARS (0.02 SOUTH, 0.35 EAST) RIM 157.59' SCALE: 1"=20' 12" LE. (CENTER)=154.64• _ ( IN FEET ) I/ PROJECT SURVEYOR: MID OF \N0. 1 inch = 20 it" .{ DRAWN BY: ALH LAST DATE OF REVISION: 10/25/17r JOB NO.: 17-2302B DEMOLITION NOTES GENERAL PLAN NOTES GRADING PLAN NOTES UTILITY NOTES (CONTINUED) GENERAL LEGEND 1. DEMOLITION INCLUDES THE FOLLOWING: 1. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE 1. BEFORE STARTING GRADING OPERATIONS, SEE STORMWATER POLLUTION PREVENTION SANITARY SEWER NOTES *11* 1.A. TRANSFER BENCHMARK CONTROL TO NEW LOCATIONS OUTSIDE THE DISTURBED AREA SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO PLAN NOTES AND DETAILS(SWPP). 1. SANITARY SEWER LATERAL INVERT AT BUILDING SHALL BE A MINIMUM OF 3'BELOW FINISH .. .. PRIOR TO COMMENCING DEMOLITION OPERATIONS(WHEN APPLICABLE). CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND FLOOR. 1.B. DEMOLITION AND REMOVAL OF SITE IMPROVEMENTS. THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE 2. BEFORE STARTING GRADING OPERATIONS, SEE LANDSCAPE PLAN L-101 FOR TREATMENT OF EXISTING 1.C. DISCONNECTING, CAPPING OR SEALING,AND ABANDONING/REMOVING SITE UTILITIES IN PERMITTING AUTHORITIES. EXISTING GRADE. 7 EXISTING CATCH BASIN PLACE(WHICHEVER IS APPLICABLE). 2. CLEAN OUTS TO BE INSTALLED AT ALL PIPE BENDS AND ANGLES, UNLESS A MANHOLE IS J 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND 3. PRIOR TO SITE CONSTRUCTION ACTIVITY,THE CONTRACTOR SHALL INSTALL ALL SWPP INDICATED. g EXISTING GAS METER 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. MEASURES TO PROTECT EXISTING DRAINAGE FACILITIES.CONTRACTOR SHALL PREVENT 3. THE CONTRACTOR SHALL HIRE A LOCAL PLUMBER LICENSED WITH THE LOCAL SANITARY SALVAGED,OR TO REMAIN. SILTATION FROM LEAVING THE SITE AT ALL TIMES, JURISDICTION TO MAKE ALL CONNECTIONS FROM THE BUILDING TO THE EXISTING SANITARY EXISTING TELEPHONE PEDESTAL 3. THE ALTA/NSPS LAND TITLE SURVEY BY DURYEA&ASSOCIATES, DATED 10/25117 SHALL BE LATERAL CONTRACTOR SHALL SECURE A SANITARY SEWER CONNECTION PERMIT PRIOR TO 0 3. REMOVE, REINSTALL,AND RELOCATE: REMOVE ITEMS INDICATED;CLEAN, SERVICE,AND CONSIDERED A PART OF THESE PLANS.THE G.C. IS RESPONSIBLE FOR LOCATING 4. STRIP BUILDING AND PAVEMENT AREAS OF ALL ORGANIC TOPSOILS. STOCKPILE SUITABLE ANY CONSTRUCTION, THE CONTRACTORS PRICE FOR SANITARY SEWER INSTALLATION OTHERWISE PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE. REINSTALL IMPROVEMENTS PER THESE PLANS. TOPSOILS FOR RESPREADING ONTO LANDSCAPE AREAS.ALL EXCESS EXCAVATED SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE LOCAL SANITARY T EXISTING TELEPHONE VAULT Co 2017 STARBUCKS COFFEE COMPANY ITEMS IN LOCATIONS INDICATED. MATERIALS SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE. A COMPLETE 4. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THE PLAN ARE BASED ON FIELD GURI ITYOF TTGARD PUBLICICION TO PRIWORKS DEPARTMENT.DE WORKING SERVICE. COORDINATE ALL WORK WITH rem EXISTING ELECTRICAL VAULT STARBUCKS COFFEE 4. EXISTING TO REMAIN: PROTECT ITEMS INDICATED TO REMAIN AGAINST DAMAGE AND SOILING SURVEYS AND CITY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO 5. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS.THE L A THROUGHOUT CONSTRUCTION.WHEN PERMITTED BY THE ENGINEER, ITEMS MAY BE CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL SOFT,YIELDING OR UNSUITABLE 4. ALL SANITARY PIPE MATERIAL SHALL BE 6"PVC,SDR 35 CONFORMING TO ASTM D 3034,WITH E COMPANY REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION THROUGHOUT CONSTRUCTION STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE MATERIALS AND REPLACING WITH SUITABLE MATERIALS. UNLESS OTHERWISE SPECIFIED IN EXISTING ELECTRICAL METER JOINTS PER ASTM 3212. 2401 UTAH AVENUE SOUTH AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. THE PLANS,THE SITE GRADING, EXCAVATION,AND EMBANKMENT SHALL BE IN ACCORDANCE7SEATTLE, WASHINGTON 98134 WITH THE STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL WATER NOTES 5. CONTRACTOR SHALL SCHEDULE DEMOLITION ACTIVITIES WITH THE CONSTRUCTION/PROJECT 5. ALL DIMENSIONS,GRADES,AND UTILITY LOCATIONS SHOWN ON THESE PLANS WERE BASED SPECIFICATIONS. EXISTING ELECTRICAL TRANSFORMER (206) 318-1575 MANAGER INCLUDING THE FOLLOWING: ON ALTA/NSPS SURVEY.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS 1. WATER SERVICE MATERIALS SHALL BE COPPER TYPE"K"UNLESS OTHERWISE NOTED ON 5.A. DETAILED SEQUENCE OF DEMOLITION AND REMOVAL WORK,WITH STARTING AND PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY CONSTRUCTION/PROJECT MANAGER 6. AT A MINIMUM ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 96%OF THESEONFIDRAWINGS AND SHALLREMAINTH SPECIFICATIONS ARE ENDING DATES FOR EACH ACTIVITY. PLANS.DIAMETER SHALL BE AS NOTED ON THESE PLANS(SHEET UTILITY PLAN)AND SHALL CONFIDENTIAL AND REMAIN THE SOLE IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY STANDARD PROCTOR MAXIMUM DRY DENSITY PER A.S.T.M.TEST D-698. MOISTURE CONTENT . EXISTING LIGHT POLE 5.B. DATES FOR SHUTOFF, CAPPING,AND CONTINUATION OF UTILITY SERVICES. 2% ° BE INSTALLED WITH A MINIMUM COVER OF 42"OR BELOW FROST LINE,WHICHEVER IS PROPERTY OF STARBUCKS CORPORATION, CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK AT TIME OF PLACEMENT SHALL NOT EXCEED ABOVE NOR 2/°BELOW OPTIMUM.THE GREATER. WHICH IS THE OWNER OF THE COPYRIGHT IN 5.C. IDENTIFY AND ACCURATELY LOCATE UTILITIES AND OTHER SUBSURFACE STRUCTURAL, HAVING TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE PLANS IF CONTRACTOR SHALL RETAIN A QUALIFIED SOILS ENGINEER REGISTERED WITHIN THE STATEEXISTING CONCRETE THIS WORK THEY SHALL NOT BE ELECTRICAL,OR MECHANICAL CONDITIONS. SUCH NOTIFICATION HAS NOT BEEN GIVEN. TO MAKE GEOTECHNICAL RECOMMENDATIONS BASED ON FIELD CONDITIONS,AND ENSURE 2. CONSTRUCTION AND MATERIALS PROVIDED BY THE WATER COMPANY: REPRODUCED (IN WHOLE OR IN PART), SHARED THAT ALL SHORING AND DEWATERING MEANS AND METHODS WILL NOT COMPROMISE THE • EXISTING WATER SERVICE TO BE UTILIZED. CONTRACTOR TO CONFIRM NO UPGRADE IS WITH THIRD PARTIES OR USED IN ANY MANNER 6. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS 6. ALL WORK WITHIN THE RIGHTS OF WAY SHALL BE IN ACCORDANCE WITH THE GOVERNING STABILITY OF EXISTING OR PROPOSED FOOTINGS/FOUNDATIONS. THE REQUIREMENT TO NEEDED PRIOR TO START OF CONSTRUCTION. P/L EXISTING PROPERTY LINE ON OTHER PROJECTS OR EXTENSIONS TO THIS BEFORE STARTING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF JURISDICTION AND SPECIFICATIONS, HIRE AN INDEPENDENT GEOTECHNICAL ENGINEER MAY BE WAIVED IF AN OWNER HIRED PROJECT WITHOUT THE PRIOR WRITTEN • TAP MAIN IF NEEDED. CONSENT OF STARBUCKS CORPORATION. AUTHORITIES HAVING JURISDICTION. GEOTECHNICAL ENGINEER IS ONSITE.THE OWNER RESERVES THE RIGHT TO REQUEST • FURNISH AND INSTALL CURB STOP&BOX AND WATER METER IF NEEDED. R/W EXISTING RIGHT OF WAY LINE TH7. CONTRACTOR SHALL COORDINATE ANY MAINTENANCE OF TRAFFIC WITH THE OWNER'S COMPACTION REPORTS PREPARED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER, NT ENDSE DRAWINGS AND DSESIGN/INTENT SORE 7. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE WILL NOT BE PERMITTED. REPRESENTATIVE AND THE LOCAL JURISDICTION PRIOR TO CONSTRUCTION. VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA • COORDINATE ALL WORK WITH THE CITY OF TIGARD PUBLIC WORKS DEPARTMENT. OH EXISTING OVERHEAD UTILITY LINES INTENDED TO EXPRESS DESIGN INTENT FOR A AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS. PROTOTYPICAL STARBUCKS STORE (WHICH IS 3. CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: SUBJECT TO CHANGE AT ANYTIME) AND DO 8. OBTAIN APPROVED BORROW SOIL MATERIALS OFF-SITE WHEN SUFFICIENT SATISFACTORY 8. CONTRACTOR SHALL AT ALL TIMES ENSURE THAT SWPP MEASURES PROTECTING EXISTING NOTIFY PROJECT CONSTRUCTION MANAGER IF ANY UNSUITABLE SOILS ARE FOUND. FURNISH AND INSTALL COPPER SERVICE LINE FROM METER TO BUILDING IF NEEDED. - GAS EXISTING UNDERGROUND GAS LINES NOT REFLECT ACTUAL SITE CONDITIONS. SOIL MATERIALS ARE NOT AVAILABLE ON-SITE. DRAINAGE FACILITIES BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY PHASE OF THE NEITHER PARTY SHALL HAVE ANY OBLIGATION ALL TRENCHING AND BACKFILLING. SITE CONSTRUCTION OR LAND ALTERATION. (SEE SWPP PLAN). 7. FOLLOWING GRADING OF SUBSOIL TO SUBGRADE ELEVATIONS THE CONTRACTOR SHALL -- ST EXISTING UNDERGROUND STORM LINES NOR LIABILITY TO THE OTHER (EXCEPT STATED 9. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM • CONFIRM SERVICE SIZE PRIOR TO START OF CONSTRUCTION. PLACE TOPSOIL TO A 6"DEPTH IN ALL DISTURBED AREAS WHICH ARE NOT TO BE PAVED. ABOVE) UNTIL A WRITTEN AGREEMENT IS AGAINST DAMAGE THROUGHOUT CONSTRUCTION OPERATIONS. 9. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL CLEAN THE PAVED AREAS PRIOR TOSAN EXISTING UNDERGROUND SANITARY LINES FULLY EXECUTED BY BOTH PARTIES, SMOOTHLY FINISH GRADE TO MEET SURROUNDING LAWN AREAS AND ENSURE POSITIVE 4. CONTRACTOR SHALL PROVIDE 100% IRRIGATION PER CONSTRUCTION/PROJECT MANAGER 9.A. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES, REMOVAL OF TEMPORARY SEDIMENT CONTROLS,AS DIRECTED BY THE CITY AND/OR DRAINAGE.STOCKPILED TOPSOIL SHALL BE SCREENED PRIOR TO RESPREADING. TOPSOIL AND CITYNILLAGEITOWNSHIP REQUIREMENTS. COORDINATE SLEEVE LOCATIONS WITH THE UNDERGROUNDWATER LINES EXCEPT WHEN AUTHORIZED IN WRITING BY ENGINEER AND AUTHORITIES HAVING CONSTRUCTION/PROJECT MANAGER IF POWER WASHING IS USED, NO SEDIMENT LADEN SHALL BE FREE OF SUBSOIL, DEBRIS, BRUSH AND STONES LARGER THAN 1"IN ANYW EXISTING L I STARBUCKS TEMPLATE VERSION 12017 07.28 1 JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING CONSTRUCTION/PROJECT MANAGER AND IRRIGATION CONSULTANT PRIOR TO PAVEMENT WATER SHALL BE WASHED INTO THE STORM SYSTEM.ALL SEDIMENT LADEN MATERIAL ON DIMENSION. ROCK HOUNDING IN PLACE WILL NOT BE PERMITTED. ALL EXCESS TOPSOIL AND CURB INSTALLATION. UTILITIES,AS ACCEPTABLE TO OWNER AND TO GOVERNING AUTHORITIES, PAVEMENT OR WITHIN THE STORM SYSTEM SHALL BE COLLECTED AND REMOVED FROM THE SHALL BE LEGALLY DISPOSED OF OFF SITE. E EXISTING UNDERGROUND ELECTRIC LINES SITE AT CONTRACTOR'S EXPENSE. ELECTRICAL NOTES 10. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTING AND SEALING HAVE BEEN 8. ELEVATIONS GIVEN ARE AT BOTTOM FACE OF CURB AND/OR FINISHED PAVEMENT GRADE T EXISTING UNDERGROUND TELEPHONE LINES COMPLETED AND VERIFIED IN WRITING. 10, THESE PROJECT CONSTRUCTION DOCUMENTS SHALL NOT CONSTITUTE A CONTRACTUAL UNLESS OTHERWISE SPECIFIED ON GRADING PLAN.ALL PAVEMENT SHALL BE LAID ON A 1. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING AND LUMINAIRE DESCRIPTION. .` RELATIONSHIP BETWEEN THE ENGINEER AND THE CONTRACTOR OR THE ENGINEER AND THE STRAIGHT, EVEN,AND UNIFORM GRADE WITH A MINIMUM OF 1%SLOPE TOWARD THE EXISTING CURB 11. UTILITY REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT,AND SEAL OR CAP OFF INDICATED SUBCONTRACTOR. COLLECTION POINTS UNLESS OTHERWISE SPECIFIED ON THE GRADING PLAN, DO NOTGPD Engineering and Architecture UTILITY SERVICES SERVING THE SITE. 2. SEE ELECTRICAL SHEETS FOR ALL DEDICATED EXTERIOR BUILDING AND SIGN LIGHTING Professional Corporation ALLOW NEGATIVE GRADES OR PONDING OF WATER. SCHEDULES. ELECTRICAL CONTRACTOR SHALL BALANCE LOADS WHERE REQUIRED. 11.A. ARRANGE TO SHUT OFF AND CAP UTILITIES WITH UTILITY COMPANIES AND FOLLOW 11. THE ENGINEER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION OR SAFETY MEANS, EXISTING CONTOUR THEIR RESPECTIVE UTILITY KILL AND CAP POLICIES. METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES UTILIZED IN CONSTRUCTION BY THE520 SOUTH MAIN ST_ SUITE 2531 9. SLOPE BUILDING SIDEWALK AWAY FROM THE BUILDING AT A MAXIMUM OF 1.5%(UNLESS 3. ALL PARKING LOT LIGHTING WIRING SHALL BE NO. 10 AWG IN 314"PVC DUCT. AKRON, OH 44311 CONTRACTOR OR SUBCONTRACTORS. OTHERWISE INDICATED ON GRADING PLAN). P 330-572-2100 F. 330-572-2101 12. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO 4. WHEN INSTALLING VERTICAL SWEEPS FOR UTILITY CONDUITS,CONTRACTOR SHALL USE 4" GPD PROJECT NO: 2016355.42 ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE 12. THE CONTRACTOR SHALL RUN AN INDEPENDENT VERTICAL CONTROL TRAVERSE TO CHECK 10, CONTRACTOR SHALL PROVIDE BUTT END JOINT TO MEET EXISTING PAVEMENT IN ELEVATION SCHD.80 DUCTS. EXISTING TREE AROUND DEMOLITION AREA. BENCHMARKS AND A HORIZONTAL CONTROL TRAVERSE THROUGH THE REFERENCED AT DRIVE RETURNS AND ENSURE POSITIVE DRAINAGE. 12.A. ERECT TEMPORARY PROTECTION, BARRICADES AS PER LOCAL GOVERNING PROJECT CONTROL DATUM TO CONFIRM GEOMETRIC DATA. IT IS THE CONTRACTORS • �eG PRO 5. CONSTRUCTION AND MATERIALS PROVIDED BY THE ELECTRIC COMPANY: �. F RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF �� S `d AUTHORITIES. ie • EXISTING PAD MOUNTED TRANSFORMER TO UTILIZED. GIN4' O� 12.8. PROTECT EXISTING SITE IMPROVEMENTS AND APPURTENANCES TO REMAIN. CONSTRUCTION. • MAKE PRIMARY AND SECONDARY CONNECTIONS AT TRANSFORMER FOR SERVICE te,, 92464P p •13. EXPLOSIVES: USE OF EXPLOSIVES WILL NOT BE PERMITTED. UPGRADE. .4'4 ,�` .. • INSTALL NEW ELECTRIC METER FOR SERVICE UPGRADE. . 14. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT • COORDINATE ALL WORK WITH PORTLAND GENERAL ELECTRIC @ 800-542-8818. OREGON SURFACES AND AREAS. 6. CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: 10'11 20 , 02/28/19 15. CLEAN ADJACENT BUILDINGS AND IMPROVEMENT OF DUST, DIRT,AND DEBRIS CAUSED BY • FURNISH AND INSTALL 1-4"PVC SCHEDULE 40 DUCTS, INCLUDING ALL TRENCHING AND -- DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE BACKFILLING FROM TRANSFORMER TO BUILDING. • FURNISH AND INSTALL SECONDARY WIRE FROM THE BUILDING TO THE TRANSFORMER EXPIRES:06/30/2020 START OF DEMOLITION. AS NEEDED. 16. DAMAGES: PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION • INCLUDE ALL FEES REQUIRED BY ELECTRIC COMPANY TO PROVIDE A COMPLETE W OPERATIONS AT THE CONTRACTORS COST. WORKING SERVICE. PROPOSED L.L. 17. GENERAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED TELEPHONE NOTES MATERIALS TO ACCUMULATE ON-SITE, 1. CONSTRUCTION AND MATERIALS PROVIDED BY THE TELEPHONE COMPANY: ® PROPOSED CATCH BASIN D co N • EXISTING TELEPHONE SERVICE TO BE UTILIZED. C3 lz 18. BURNING: DO NOT BURN DEMOLISHED MATERIALS. • PROVIDE AND INSTALL ADDITIONAL WIRING TO EXISTING SERVICE IF NEEDED. PROPOSED CURB Ci)19. ASBESTOS:1T IS NOT EXPECTED THAT ASBESTOS WILL BE ENCOUNTERED IN THE COURSE OF 2. CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: PROPOSED WHEEL STOP !V''� THIS CONTRACT IF ANY MATERIALS SUSPECTED OF CONTAINING ASBESTOS ARE ADDITIONAL TELEPHONE SERVICE TO BE UTILIZED. PROPOSED TRAFFIC SIGN L_J ENCOUNTERED, DO NOT DISTURB THE MATERIALS. IMMEDIATELY NOTIFY THE ENGINEER ANDI THE OWNER. SITE PLAN NOTES UTILITY NOTES • FURNISH AND INSTALL ADDITIONAL 1-4"PVC SCH.40 CONDUIT WITH PULLWIRE FROMZ THE BUILDING TO EXISTING SERVICE AS NEEDED. 1-c. -` PROPOSED PAINTED ADA SYMBOL 0 r.„71-1 • ALL TRENCHING AND BACKFILLING. 20. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY GENERAL UTILITY NOTES LI_ CV 1. ALL DIMENSIONS AND RADII ARE GIVEN TO FACE OF CURB UNLESS OTHERWISE NOTED. • INCLUDE ALL FEES REQUIRED BY TELEPHONE COMPANY TO PROVIDE A COMPLETE ELEMENT MIGHT RESULT IN A STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY WORKING SERVICE. / / / / PROPOSED TRANSVERSE STRIPING 0 U ti PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES THROUGHOUT CONSTRUCTION. 1. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES IMMEDIATELY AFTER BID IS (IJ 2. ALL EXTERIOR SITE SPECIFIC PORTLAND CONCRETE CEMENT(I.E. SIDEWALK, PAVEMENT • COORDINATE ALL WORK WITH CENTURY LINK @ 1-800-603-6000. I (/) Q OR CURBING)SHALL MEET THE LATEST EDITION OF THE STATE DEPARTMENT OF AWARDED AND ENSURE THE UTILITY COMPANIES HAVE THE ESSENTIALS REQUIRED FOR 21. BUILDING PAD DEMOLITION: DEMOLISH BUILDING PAD COMPLETELY AND REMOVE FROM THE COMPLETE SERVICE INSTALLATION.CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER / � PROPOSED CROSSWALK STRIPING di Et LL O TRANSPORTATION SPECIFICATIONS FOR MATERIALS USED, MIXING,TRANSPORTATION, 3. CONTRACTOR SHALL COORDINATE THE NUMBER OF LINES REQUIRED WITH THE SITE. USE METHODS REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF GOVERNING OF ANY TIME FRAMES ESTABLISHED BY UTILITY COMPANIES WHICH WILL NOT MEET OPENING PLACEMENT AND CURING. THE MINIMUM STRENGTH FOR PCC ALLOWED IS 4000 PSI AT 28 CONSTRUCTION/PROJECT MANAGER. Z r / ❑ -� REGULATIONS AND AS FOLLOWS: DAY STRENGTH. AIR ENTRAINMENT SHALL BE IN ACCORDANCE WITH DOT SPECIFICATIONS DATE. N• PROPOSED CONCRETE Z W Q (n ❑ 21.A. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. FOR EXTERIOR CONCRETE. (CONTRACTOR SHALL REFER TO DETAILS WITHIN THIS NATURAL GAS NOTES "` ~ H 21.B. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. 2 CONTRACTOR SHALL VERIFY THE SIZE,LOCATION, INVERT ELEVATION,AND CONDITION OF U U Q DRAWING SET FOR ANY VARIATIONS TO THIS SPECIFICATION)." . . . . . . . . .. . . . . .. . . • • • • W W 21.C. BREAKUP AND REMOVE CONCRETE SLABS ON GRADE. EXISTING UTILITIES WHICH ARE INTENDED TO BE UTILIZED AS A CONNECTION POINT FOR ALL 1. CONSTRUCTION AND MATERIALS PROVIDED BY THE GAS COMPANY: PROPOSED FULL DEPTH ASPHALT PAVEMENT ---)1 0 UJ 0 PROPOSED UTILITIES(SEE UTILITY PLAN),PRIOR TO ANY CONSTRUCTION.CONTRACTOR TOO .1. O CV C� 3. ALL EXTERIOR CURB SHALL HAVE EXPANSION JOINTS AT 100-0 O.C,AND CONTROL JOINTS EXISTING GAS SERVICE TO BE UPGRADED PER NW NATURAL GAS DESIGN. CC IY CQ - 22. BELOW-GRADE DEMOLITION: DEMOLISH FOUNDATION WALLS AND OTHER BELOW-GRADE ENSURE EXISTING UTILITIES ARE IN GOOD CONDITION AND FREE FLOWING(IF APPLICABLE). W F-•• a_ 1--- AT 10'-0"O.C.(UNLESS OTHERWISE SPECIFIED ON THE DETAIL SHEETS)ALL EXTERIOR • TAP MAIN. + + + PROPOSED MILL AND OVERLAY AREA DEMOLITION,AS FOLLOWS: IF ELEVATIONS,SIZE,OR LOCATION DIFFER FROM WHAT IS SHOWN ON UTILITY PLAN, 22.A. COMPLETELY REMOVE BELOW-GRADE DEMOLITION, INCLUDING FOUNDATION WALLS WALK SHALL HAVE EXPANSION JOINTS AT 2Q' 0"O.C.AND CONTROL JOINTS @ 5' D"MAX. O.C. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IMMEDIATELY. • FURNISH AND INSTALL SERVICE FROM TAP TO BUILDING. FOOTINGS,AND BELOW GRADE CONCRETE SLABS. (UNLESS OTHERWISE SPECIFIED ON THE DETAIL SHEETS). ALL TRENCHING AND BACKFILLING. STORE #: 418 • EXISTING METER TO BE UPGRADED PER NW NATURAL DESIGN. ADA ACCESS ROUTE 3. WHERE PLANS PROVIDE FOR PROPOSED WORK TO BE CONNECTED TO,OR CROSS OVER AN PROJECT #: 04753-029 4. ALL CONCRETE SHALL HAVE A MEDIUM TRANSVERSE FINISH. • FURNISH AND INSTALL NEW METER IF NEEDED. 23. FILLING BELOW-GRADE AREAS:COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS EXISTING SEWER OR UNDERGROUND UTILITY,THE CONTRACTOR SHALL LOCATE THE • COORDINATE ALL WORK WITH NW NATURAL @ 800-422-4012. ISSUE DATE 2/25/19 RESULTING FROM DEMOLITION OF BUILDINGS AND PAVEMENTS WITH SOIL MATERIALS EXISTING PIPES OR UTILITIES BOTH AS TO LINE AND GRADE BEFORE STARTING THEST PROPOSED STORM SEWER DESIGN MANAGER JOHN PARK ACCORDING TO REQUIREMENTS PER SOILS REPORT. CONTRACTOR SHALL CONTACT PROPOSED WORK. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT, 2 CONSTRUCTION AND MATERIALS PROVIDED BY THE CONTRACTOR: LEEDOAP: ENGINEER PRIOR TO FILLING ANY AREAS.CONTRACTOR SHALL CONTACT ENGINEER TO OR EXISTING APPURTENANCE RESULTS IN A CHANGE IN THE PLAN,THE CONSTRUCTION • FURNISH AND INSTALL SERVICE FROM METER TO BUILDING AND THROUGHOUT THE PRODUCTION DESIGNER GPD GROUP OBSERVE FILL PROCEDURES. MANAGER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE CHECKED 81/-Y PROPOSED WORK WHICH WOULD BE AFFECTED BY THE INTERFERENCE WITH AN EXISTING • CONTRACTOR SHALL INCLUDE ALL FEES REQUIRED BY THE GAS COMPANY TO PROVIDE 24. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM FACILITY. PAYMENT FOR ALL THE OPERATIONS DESCRIBED ABOVE SHALL BE INCLUDED IN A COMPLETE WORKING SERVICE. Revision Schedule INTERFERENCE WITH ROADS,STREETS,WALKS.AND OTHER ADJACENT OCCUPIED AND USED THE CONTRACT PRICE FOR THE PERTINENT ITEM. FACILITIES. Rev Date By Description 24.A. DO NOT CLOSE OR OBSTRUCT STREETS,WALKS.OR OTHER ADJACENT OCCUPIED OR STORM SEWER NOTES USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED 1. ALL STORM SEWER PIPE 12"OR GREATER IN DIAMETER SHALL BE CORRUGATED HIGH TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS. DENSITY POLYETHYLENE(HDPE)SMOOTH INTERIOR PIPE(UNLESS OTHERWISE NOTED ON PLAN).HDPE PIPE SHALL CONFORM TO ASTM D 3350 AND JOINTS PER ASTM F477. STORM --p•• 25. CONTRACTOR TO SAWCUT EXISTING PAVEMENT TO REMAIN PRIOR TO CURB, GUTTER, SEWER LESS THAN 12" IN DIAMETER SHALL BE PVC,SDR 35, PER ASTM D 3034 AND JOINTS _..._. - PAVEMENT, ETC REMOVAL. PER ASTM D 3212(UNLESS OTHERWISE NOTED ON PLAN). SHEET TITLE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCHING, BACKFILLING AND PIPE INSTALLATION, PIPE MATERIAL AND TAP CONNECTION. COORDINATE ALL WORK WITH CITY GENERAL NOTES OF TIGARD ENGINEERING DEPARTMENT. SCALE: AS SHOWN SHEET NUMBER: C-001 �` - < `�- - E E E E E E E G7 -7 - F F - E E E - E - E - - - E E 11640Ar.,,..., T T T- E F - F FFT - - � E _ EEE E - .. ,.. 11*lld lid r l/d l/d �, l/d lld ml/d lld l/d l/d =`® > < 0 r v { \ _, ---, li<d , ` _t- - - • vd • l/d /d 0 )._. _.., J� �I = ` � e� ( C ) II 0 10 11 11 11 1- X18` 12"D II i I 0 5 20 ©2Q17 STARBUCKS COFFEE COMPANY � � � 0 „ „ „ „ „ „ „ ., „ „ „ „ , „ „ „ 4444 •, 4444, „ „ „ •4444. 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EXISTING CURB TO BE REMOVED. fl U] x r r ?+ % % . 4 . . 2. EXISTING PAVEMENT TO BE REMOVED. F' % % % ' z % / 3. EXISTING CONCRETE TO BE REMOVED. -1 ' z z 1i 4444 % , co �2V % % % -�, z % 4 . 4. EXISTING BUILDING OVERHANG AND ASSOCIATED COLUMNS AND �'�( f % z 4 z % ;} z FOUNDATIONS TO BE REMOVED.REFER TO ARCHITECTURAL PLANS. V $ z z % 4 % z4 zz r11 _ , -- - _ - _ _ __ z % z z z z z z z r 5. EXISTING LANDSCAPING(INCLUDING BUSHES,TREES,ETC.)TO BE f J }} // w \ /j O _�\ % L , 4 4 z 4 z % z 4 4 REMOVED. ® / T iz 44 •444 •4 % 44 % /� I� _� (r �( 1 1 / r z f r z 6. EXISTING BRICK TRASH ENCLOSURE,FOUNDATIONS AND ASSOCIATED W // ( ) / j d a ) 1� z z z z . © z . % % BOLLARDS TO BE REMOVED. Z = // �' 0 /� 1 // `�1' z z z z z z z z z z7 7. EXISTING SIGNAGE TO BE REMOVED. C.) N 1r// © / z % Z. '4 z 4 % % . . 8. PROPOSED 1"ASPHALT MILL. CV 1` 1� '�� \P < d // �� / 9. EXSITING ELECTRIC METER AND PRIMARY SERVICE TO BE REMOVED FOR O U I` // \ // r % ', % % / ' SERVICE UPGRADE.GC TO COORDINATE WITH ELECTRIC COMPANY. U) \\ //// \1j''''- -------v / /ST // 1 // f r z r ' �1.' 10. CONTRACTOR TO REMOVE EXISTING PAVEMENT MARKINGS WITH SMALL w Q H ct // �` // ` // II � • HANDHELD GRINDERS OR SCARIFIERS OR OTHER METHODS WITH THE W 1 / � S�/� ST �' / / �1\ /// 1! / APPROVAL OF THE CONSTRUCTION MANAGER. TAKE CARE DURING Q ��// p O ST IA, / / V/ ( /j MARKING REMOVAL NOT TO SCAR, DISCOLOR OR OTHERWISE DAMAGE Z I..L.. < (f) 0 -.-i- cT ` % �+ // THE PAVEMENT SURFACE.DO NOT OVERPAINT OR USE OTHER METHODS U U O lY j/ OF COVERING MARKINGS INSTEAD OF REMOVAL. r n Co C= LEGEND • // 11. CONTRACTOR TO REMOVE ANY EXISTING UNDERGROUND CONDUITS O O CV 0 (SEE SHEET C-001 FOR GENERAL LEGEND) AND EQUIPMENT FOUNDATIONS FROM BANK DRIVE-THRU SYSTEM. 0_ • 12. EXISTING BOLLARD TO BE REMOVED. z ', '6 '4 '4 '4 '6 ', % �' ' ' 13. EXISTING WHEELSTOP TO BE REMOVED. z z 00 .044044 '/ I EXISTING ASPHALT TO BE REMOVED FULL-DEPTH /' 14. EXISTING STORM LINE TO BE REMOVED TO EXTENTS INDICATED. STORE #. 418 ; % % z z Z 2 '4 V/ • PROJECT #: 04753-029 / , CONTRACTOR TO SEAL HOLE IN EXISTING CATCH BASIN AFTER REMOVAL EXISTING CONCRETE TO BE REMOVED TO ENSURE NO LEAKAGE OCCURS. ISSUE DATE: 2125119 ' / 15. EXISTING GAS LINE TO BE REPLACED BASED ON NW NATURAL GAS DESIGN MANAGER: JOHN PARK • ' DESIGN.G.C.TO CONTACT GAS COMPANY AS SOON AS POSSIBLE TO LEER®AP: • • • 1"ASPHALT MILL COORDINATE. PRODUCTION DESIGNER: GPD GROUP / / ' CHECKED BY: • EXISTING LANDSCAPING TO BE REMOVED • 16. EXISTING LANDSCAPING TO REMAIN AND BE PROTECTED THROUGHOUT Revision Schedule I € I II I I� j' • CONSTRUCTION.ANY DAMAGED PLANTINGS SHOULD BE REPLACED LIKE `_ ##L.F.t DENOTES LIMITS OF SAWCUT 1 c 0 0' m FOR LIKE AT THE CONTRACTOR'S EXPENSE. Rev Date By Description _ IT-- 17. EXISTING WALK TO REMAIN AND BE PROTECTED THROUGHOUT ##LF,t+ APPROXIMATE SAWCUT LENGTH, SAWCUT A5 NECESSARY DEMOLITION NOTE. o I CONSTRUCTION.REMOVE AND REPLACE ANY DAMAGED WALK AREAS. FOR INSTALLATION OF DUMPSTER PAD AND ENCLOSURE. ALL EXISTING SITE AND SURROUNDING FEATURES SUCH AS W - _IL_ 18. EXISTING UTILITIES TO REMAIN AND BE PROTECTED THROUGHOUT UTILITIES, PAVEMENT,CURB,LANDSCAPING,ETC.SHALL ® DEMOLITION KEYNOTE REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION W I CONSTRUCTION. UNLESS NOTED OTHERWISE,OR ARE REQUIRED TO BE 1 �( ~y 19. EXISTING CURB TO REMAIN AND BE PROTECTED THROUGHOUT �,,,�� MODIFIED OR REMOVED FOR THE INSTALLATION OF UJ 1 • 1 CONSTRUCTION. Z K SHEET TITLE: PROPOSED IMPROVEMENTS.ALL DISTURBED FEATURES - --__ I 0 20. EXISTING EXTERIOR COLUMN TO REMAIN AND BE PROTECTED SHALL BE RESTORED OR RELOCATED AS REQUIRED TO THE IU - -- \ ;k THROUGHOUT CONSTRUCTION.THE STRUCTURAL INTERGRITY MUST BE SATISFACTION OF THE OWNER.CONTRACTOR SHALL I- ��-J MAINTAINED THROUGHOUT CONSTRUCTION,ESPECIALLY DURING DEMOLITION PLAN REPAIR/REPLACE ANY SURROUNDING FEATURES DAMAGED < CONCRETE SIDEWALK DEMO AND INSTALLATION. AS A RESULT OF CONSTRUCTION ACTIVITIES AT NO I 21. EXISTING PAVEMENT TO REMAIN AND BE PROTECTED THROUGHOUT SCALE: AS SHOWN ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER. CONSTRUCTION. SHEET NUMBER: I C-101 i I EXISTING SIDEWALK - _ - - _ - _ ..,. ".. f. 41111trillirlik rim ,., . I I - __. _ Ilh , iik• ....;. ; i.NJ y :i' .6 r _____ __.. ©2017 STARBUCKS COFFEE COMPANY \ NG SIp�CW4LK - - _ 0 10 - - --` STARBUCKS COFFEE vd yid (_ k l l/d (� v 1 lid • lid 1Id 1/d lid old lid yid • Mrd _-)/ 1 yid _ - _ `i/d l/d 5 1"=10' 20 COMPANY ° 2. (- �l y \ ALTERNATE BID BASE BID: 1,850 SF FULL-DEPTH ASPHALT DT -1 lid • Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH ( I SEATTLE, WASHINGTON 98134 \ r ( �� ° LANE, SEE SHEETC 501 `' I I i �` e, ''I. `; �'�:'� ._,T ? . (206) 318-1575 \` �r ( \ r�7 T ) \ \ \ \ \ ALTERNATE BID: 1,850 SF CONCRETE I - I. L _1 \ r -I PAVEMENT DT LANE IN LIEU OF ASPHALT II ",I 1 ". 2 Working Days 41 THESE DRAWINGS AND SPECIFICATIONS ARE a. ( ) � - '� 1 PAVEMENT,SEE KEYNOTE 26 I �`i g `�� CONFIDENTIAL AND SHALL REMAIN THE SOLE i,\ 5.4 I ► Before You Dig w, PROPERTY OF STARBUCKS CORPORATION, t i0 L 0 Co :< WHICH IS THE OWNER OF THE COPYRIGHT IN . . . = ' ' .L' ' ` ® 0 18.0' 0 roe.1• '" REPRODUCED IN WHOLE OR IN PART), SHARED t • n m, ; t i. RI WITH THIRD PARTIES OR USED IN ANY MANNER . .. . y s1:111 ON OTIR PROJECTS OR EXTENSIONS TO THIS " . ► r • •• • •• ••• • • •• • •• • •• • • • • • •• er `. . . f . .. .. . . . '<'' ' '<'z` . . .. stiz . PROJECT WITHOUT THE PRIOR WRITTEN - • • - CONSENT OF STARBUCKS CORPORATION ' • �. R- • E: "► . 0 . . '. . . a r '.. �. .. . I.. .. .. . .. ..'.'.'.'.'.. THESE DRAWINGS AND SPECIFICATIONS ARE r •Ilk r �"^ - • � �.. 4. �' � r . . . . . . . . . . .. . . . . . . . INTENDED TO EXPRESS DESIGN INTENT FOR A -'f' . ' '' • . .'.-_ .-- -- . - - , as�ww�� -. .. . ". . �`. . . . . m � . . . . . . .. . . . . . PROTOTYPICAL STARBUCKS STORE (WHICH IS � 12 O SUBJECT y . e .. . . . . . .. . .. . . . ;. . . . . . . . . . . . .`' . . p . . . . . .. .. .. TO CHANGE AT ANYTIME)AND DO a r _ • t •� NOT REFLECT ACTUAL SITE CONDITI N . N { Ali o w> - _ r ` ``vim w � a Y � p �. e 1=J 0 I m NEITHER PARTY HALL HAVE ANY B _ , •may . ,n �\ ` L1.1 OR LIABILITY TO HE OTHER (EXCEPT ISTATED � p B • O . \ y '+� • �` ' I Q e ®o o - - -- �, TTP. A \ O W ABOVE) UNTIL A WRITTEN AGREEMENT S - _® IiI: . ; , . .; y r •.. �� 4'X4' 3.3'X4' °III' ,. sr + �OF B� + + . . • .' -' ' Z STARBUCKS TEMPLATE VERSION 12017.07.28 .....:-0: 2 \. • • , .. y.. �:•'• START 0[1-2•1' ® _...;.. + + + + 41) + ti + v + . *Iiiiiiiiikil . a GPD Engineering and Architecture \illit..i. , • �' w - • -I © . • •. .. + + Professional Corporation it 48.4' 13 2' �. 18.5`. . . . . . . .. .. . . 4.0' 18.5I' h 5:0' . PROPOSED RENOVATED �; D_ . 4411 "15iM° + + + + + + + +' + 520 SOUTH MAIN AIN ST. SUITE 2531 .':� STARBUCKS BUILDING po . . . :'.': :': .':':':':':':':'.':':': .': :' �- .+ + + + + + •.•'.•':':•.•' + + + AKRON OH 44311 TTP. TYPE 2 17: 330-572-2100 330 572-2101 .�• . . © FF ELEV.=166.56 -.'. -.'.'.'.'.'.'.'.'.'.'.'.'.'.'.-.-.'.'.'.- + + + + + '.'.' '!'i:, + + GPD PROJECT NO: 2016355.42 + + + + + ±C31+ ✓ ••• + + aO f pP + + + 'ts �f.a a b. 6.3'X5 e • � E ,, *::: 114;41.11111111111 -1:::1; . ,co- 00 sik . : : VE 0 I . ...11 .. : ,.. .. 0 ., ,;.... . .• ii.:-:5---.-, :::::.. ::::::::::::::::::::::.:::::::.:.....-..:-..::::::::.:.:. o ° e , i /. Yn. c,L. 0.R .,,,0. 9 ..._fik,_ ,.. . . .. . to, -2 :12.0 Y HhR6 • 9 G ■ + + O Yy • aR . .L,0 0 -- . r. : .ib...., ` . .. . _ . .. . ..... .. ...... .. ..... .... .. .. .... ' ��- + + :':':':':::'::::::..:.:: :.:: :.:. .. .. . .... .:. .:.: .. .. . . 1 :06/30/2020 _ � / �_ _ _ _ _ _ .:.:. :'�, END At. • ' . • .. .. .. ..:..:....0 .. : . :. . . . . . . ..� + + : :.: : Co W p + + �'�/ / OD n • PA P/L ,\,....,n' P/L '.'.'.�:.:. :.'.'.:...:...:.....'.'.'.'.'. . / .... . . . ®. . .. .. . . . . Q D co •�--y a C > PARCEL 1OF O PARTITION PLAT NO. 2004-015N • (RECORDING NO. 2004034016) U N o u_ N -- �--- co - � ❑ o O LEGEND ...- _ \ PLAN KEYNOTES (CONTINUED) Z Q Cn d (SEE SHEET C-001 FOR GENERAL LEGEND) • _ 0 I- I- 0 1 13. PROPOSED DRIVE-THRU CANOPY AND DIGITAL ORDER SCREEN.SEE U U Q . " " "" .". ."". PROPOSED FULL DEPTH0 11 ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND DETAILS. O Q F ASPHALT PAVEMENT PER ° /// I. 14. PROPOSED 6"BOLLARD,SEE ARCHITECTURAL PLANS. 0 O N C� ..•...•„.•...•.. •• SHEETC 501. ( ) / 15. PROPOSED PAINTED TRANSVERSE STRIPING,SEE SHEET C-501. I--. CO �- /1 \ r 16. PROPOSED CROSSWALK STRIPING,SEE SHEET C-501. ;, N M r` 1\ / // / 17. PROPOSED PAINTED 4"WIDE SOLID STRIPE-WHITE ON ASPHALT,YELLOW ON - }J PROPOSED CONCRETE Il // \` // I( CONCRETE. STORE #: 418 I \\ /// ,\ // 18. PROPOSED WAYFINDING PAVEMENT MARKINGS.SEE ARCHITECTURAL PLANS. PROJECT #: 04753-029 PROPOSED ASPHALT OVERLAY.ADJUST THICKNESS 19. PROPOSED PAINTED INTERNATIONAL ADA SYMBOL PER ADA SPECIFICATIONS TO MATCH PROPOSED GRADE USING MULTIPLE ISSUE DATE: 2/25/19 + // AND SHEET C-503. DESIGN MANAGER: JOHN PARK LEVELING COURSES, MAX. OVERLAY THICKNESS IS 1.5". // 20. PROPOSED ADA ACCESSIBLE PARALLEL RAMP PER ADA SPECIFICATIONS AND LEEDD P: SEE SHEET C-121. I N )Th /// SHEET C-501. PRODUCTION DESIGNER: GPD GROUP \ y ° { ,/ PLAN KEYNOTES ® 21. PROPOSED BIKE RACK,SEE ARCHITECTURAL PLANS. CHECKED BY: \ \ \ \ ALTERNATE BID AREA, SEE ABOVE LANDSCAPING DATA ) // 22. PROPOSED CATCH BASIN,SEE SHEET C-141. AREA AREAr 1. PROPOSED P.C.C.CURB,SEE SHEET C-501 23. PROPOSED ADA STRIPING,SEE SHEET C-503. Revision Schedule (SF) (AC) -` i. - - - - - - -"t 2. PROPOSED CURB AT DRIVE THRU,SEE SHEET C-501. 24. PROPOSED'STOP'SIGN PER OREGON DOT STANDARDS AND SPECIFICTIONS. ® CONSTRUCTION KEYNOTE NEW 2,650 .061 AC. 0 I 3. PROPOSED P.C.C.WHEEL STOP,SEE SHEET C-501. SEE SHEET C-501. Rev Date By Description REMOVED 1,150 .026 AC. CO .' I� 4. PROPOSED P.C.C.CURBED WALK,SEE SHEET C-501. 25. PROPOSED CONCRETE COLLAR,SEE SHEET C-501. 00 PROPOSED PARKING SPACE NUMBER Q O I I 5. PROPOSED P.C.C,WALK,SEE SHEET C-501. 26. PROPOSED 6" P.C.C. PAVEMENT Wt W.W.F.6"X 6"-W2.9 X W2.9(CONTROL JTS. W j 12'-0"O.C.)OVER 6"CRUSHED AGGREGATE OR GRAVEL BASE.APPLY LIQUID PROPOSED DRIVE THRU STACK CAR AND NUMBER C!} a, �( 6. PROPOSED MASONRY DUMPSTER ON P.C.G.PAD. SEE ARCHITECTURAL DRAWINGSir-sui IMPERVIOUS LAND DATA .•.•:'...'.... CJ ' ( I 1 FOR SPECIFICATIONS AND DETAILS. ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT. AREA AREA w . •' I ° 7. PROPOSED B"BOLLARD IN CURB,SE`r SHEET C-501. 27. PROPOSED PRE-MENU BOARD.SEE ARCHITECTURAL DRAWINGS FOR • Z •• • �� - ( DIMENSIONS AND DETAILS. PROPOSED CURB = ','.',• �- ` \1 i28. PROPOSED PREFABRICATED MODULAR HANDRAIL PER MANUFACTURER SHEET TITLE. (SF) (AC) � \�� 8. PROPOSED ADA PARKING SIGN,SEE SHEET C-503. PROPOSED WHEEL STOP NEW 1,150 .026 AC. �.'.'.'.'.'. .' -\�, 9. PROPOSED LANDSCAPING AREA.SOD ALL DISTURBED AREAS EXCEPT WHERE SPECIFICATIONS. � REMOVED 2,650 .061 AC. -I PROPOSED TRAFFIC SIGN PLANTING BEDS ARE INDICATED.SEE SHEET L-101. 29. PROPOSED COMPACT PARKING STALL MARKING PER CITY OF TIGARD MODIFIED 6,760 .155 AC. �l j TYP 4) TYP �s 10. PROPOSED SITE DIRECTIONAL SIGNAGE.SEE ARCHITECTURAL DRAWINGS FOR STANDARDS. SITE PLAN \ 8.a 1 ADA ACCESSIBLE ROUTE DIMENSIONS AND DETAILS. 30. PROPOSED ADA ACCESSIBLE PERPENDICULAR RAMP PER ADA 11. PROPOSED DRIVE-THRU CLEARANCE HEIGHT SIGN.SEE ARCHITECTURAL SPECIFICATIONS AND SHEET C-501. SCALE AS SHOWN PARKING NOTE CONTRACTOR TO INFILL AREA BETWEEN CURB AND BUILDING WITH P.C.C. EXISTING CONCRETE ADDITIONAL RESTRIPING OF THE OVERALL DRAWINGS FOR DIMENSIONS AND DETAILS. 31, SHEET NUMBER: SHOPPING CENTER(NOT SHOWN)IS TO TAKE 12. PROPOSED 5-PANEL MENU BOARD.SEE ARCHITECTURAL DRAWINGS FOR I WALK SECTION,SEE SHEET C-501. 32, PROPOSED FROST SLAB AT DOOR.DIMENSIONS SHOWN ON SITE PLAN.SEE STRUCTURAL DRAWINGS FOR DETAIL. PLACE AND BE COMPLETED BY OWNER, DIMENSIONS AND DETAILS. 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THEY SHALL NOT BE CO 164.95 165.14 - \ / -_ • y •Q O • - -� ` /I I \ ``:" '< / ) / REPRODUCED (IN WHOLE OR IN PART), SHARED -1.82% _ / / / WITH THIRD PARTIES OR USED IN ANY MANNER \ �Ftl�ll= I RIS,= RIM= -1.97% / / % / / \ 766. \ - T=166.18 / =165.66 1 T=166.81 ( ON OTHER PROJECTS OR EXTENSIONS TO THIS \ r -- 165.62 LL, 8-165.68 165.12 :=165.16 165.48 / 1 4 ;;«, / o', / T-169.55 1 \ - .s - I .+• B=166.31 - PROJECT WITHOUT THE PRIOR WRITTEN \ ip� / "`'=- `� / 6=169.05 169.17±X6 '!7± - \ in �1 T=166.83 f CONSENT OF STARBUCKS CORPORATION 1 70•900? L J J F`w �� / THESE DRAWINGS AND SPECIFICATIONS ARE a l T=166.26 T-166.42 T=165.92 B=166.33 11 - \ �g-16542 / �� T=167.30 -- INTENDED TO EXPRESS DESIGN INTENT FOR A ,4 � i 6=165.76 B=165.92 I - B=166.80 / PROTOTYPICAL STARBUCKS STORE WHICH IS \ \ o / = _ . /-- 1% / -2.17% - 8-16703 l DO ir \ FSUBJECT TO CHANGE AT ANYTIME)(AND w:m _ - -_-- - / NOT REFLECT ACTUAL SITE CONDITIONS. T=167.53 T-166.46 / i I T=166.09 E_ O T=16702 j / cp NEITHER PARTY SHALL HAVE ANY OBLIGATION ' 164.61± / B=165.96 \��„ - �o co 164.58± 164.84± - ' / / - -- e ;: - 13=165.59 ''�+.�� B=166.52 o / = I NOR LIABILITY TO THE OTHER (EXCEPT STATED JI • 167.45 r - \ • I LO Lel a _ ._ T=166-00 ____/ - - T 168.12 1 ABOVE) UNTIL A WRITTEN AGREEMENT IS 8=168.12 164.84± I T=166.02 R... `B=16550JOtOO O 10 0 O T=167.47 :- / __ / _ I FULLY EXECUTED BY BOTH PARTIES. UL B-165.52 166.55 166,56 166 061 166.10 1 166.02 .. / -. 8=166.97 f< / �� 1 �-- 1 T=16 76 i T=166.38 J f '.. 166.5 1 7 5 / 7 168 5 16 . 2 86± ISTARBUCKS TEMPLATE VERSION 12017.07.28 164.44± _ - fff 164.411 1 B=165.26 T=165.92 rr, 6=165.88 164,42± 164.601 4 \ 6=165.42 - 166.09 165.64 .. ..y.. "... // T=167.18 ;> G / B=166.68 166.72/ ../L / ..... �/ 164.671 4 �, _ ''� RIM= __ 1=169.05 166.97 ' / /' T=168.$4 164.38± ( 165.22 RIM= �.... '2•78-t--4 �. / __ / *� /,/ 6=168.34 B=168.55 /I 164.571 , 1 76°� 165.47 8 �.. •j o . � / / 4 1 _ / �4 i / / GPD Engineering and Architecture 0 _I -- ./ r.. ..i... / i / Professional Corporation c _ T=166.02 I / 4T=167.8 I / / B-165.52 F.F.E. = 166.56± 167.94 520 SOUTH MAIN ST SUITE 2531 AI / �.. B=167.37 / AKRON, OH 44311 t I 1=166.41 / / P: 330-572-2100 F: 330-572-2101 CD 1 ! B=165.91 1.06°/n 'N.,,,,,,,166.41 T=166.27 / /1671 / 168.41± / GPD PROJECT NO: 2016355.42 j • 166.56 - 166.35 B=165.77 // :3.00% ,.. ..,.. ..t- ..... / ..:1 50 1 :Aiwa 1s6.a3 / a, �. / / 167.4 ��Dop� j _ T=166.45 ;1 T=168.48 T-166.21 - / ,x ' \ a\� = Cyt �G NES '��.b 1 n- B=165.71 8=165.95 166.56/ `N\• 5.84 // 166.11 `* . ,, T=168.13 / B 167.98 4t, °Q - I o �� 165.86 "` , -„ ‹� =167.63 / 1 rt. 92464P I 166.14 �' B .. 166.39 II �, / j II -7, o %` T=167.50 �o� T=168.06 Q6� 11 #., •, 166.9 OREGON; T=166.38 I T=166.50 ' ;'x z '' B=167.00 B=1 l 83p l , 165.98 1 / T=16$.96 ( B=165.88 1 6=166.00 I . O '" ..€ T-167.48 6756 / B-168.46 T=169.3fi ?�`�� •`` 0fr' 165 9• T=166.31 0 LI ri : . , 1 . ,> 1.66.21 6=166.98 T=168.07 I B=168.86 -,,, ..-../.- RIDGE ` . 1 6=165.81 1 . X66.45 1 1=166.51 �, • a I I 0 �� 6=166.01 166.23 -17:i..„..„, B-167.57 ,: I - - c = � 0 ry.. T=168.85 169.05± EXPIRES:06/30/2020 r��e - - u - ... .... n j -1.34% 167.17± '. -B=168.35 / . - �G j -N166.43 1 166.31 / T=168.79 I..�.� - = 1 \ / �-- - - T=165.68 j •166 �_ 166.56/ 166.49 / T=157.968=168.29 l N / 6=165.1$--\. 1 i _ T=169.43 fY 8 167.46. � ` \, \ T=166.57 156.59 / .- / B-168 93 PIL :\ P/L _ _ 1 P/L • - -- --- - 1- B=166.07 / 1=168.76 / - D co - y-766- _ ._ ._� - - - - C 7 - / / - , V / B=168.26 /- T=165.49 �` - �'7� - - - T=166.03 T=166.37, / / / N - - B=164.99 V 164.83± -- B=165.53165.491 B=165.87 /\165.97± T=168.58 166.69± / /- / 6=166.08 / / ,; COC J >-- / / 168.06± / 167.52± / T=169.2611.1 ;k, / 167,591 moo, 1 / B=168.76 _ 4-' T=168.84 '` Z ,, I,„ // / B=168,34 CV /` '`-/ T=169.25 LL N / / // /`;. -',..'B=168.75 C3) II / T=16$91 T=169.10 LLI n X \ , / /i / B=168.41 B=168.60 // di 0 Q = 7' 1 \ , / 167.24± / / Q p fl ` / U\ / / 168.57 / /I ` / Lu U O Ct / 11y / / / 1 11 // I ) 11 / /, \\ I 1 / // . / O N 6 ,%/ _ II / i� 11 ,/ / 11 4/ 1\ /// / if / // STORE #: 418 LEGEND �\ ��/ / 11 ,/ / / PROJECT #: 04753-029 (SEE SHEET C-001 FOR GENERAL LEGEND) 1 // I / / \\ // / /' / (1 //// / / '-'\:::::::'"..://:., / ISSUE DATE: 2/25/19 -non PROPOSED CONTOUR ADA NOTE: �\'/// J Jj /// 167.80±/ /// LDEE OAPESIGN ANAGER: JOHN PARK THE LANDLORD IS RESPONSIBLE FOR PROVIDING AN / /,// '// PRODUCTION DESIGNER: GPD GROUP 000.00±/ EXISTING SPOT ELEVATION-MATCH GRADE ;�/ / // CHECKED BY: ACCESSIBLE ROUTE THAT EXTENDS TO THE PUBLIC WAY. / , \` �j PROPOSED ELEVATION @ FINISHED ADDITIONALLY,THE LANDLORD IS RESPONSIBLE FOR / 000.00 J / , GROUND/PAVEMENT ELEVATION PROVIDING AN ACCESSIBLE ROUTE FOR THE REMAINDER OF / Revision Schedule THE SHOPPING CENTER. / Rev Date By Description T=000.00 TOP OF CURB ELEVATION B=000.00 BOTTOM OF CURB/FINISHED PAVEMENT ELEVATION / RIM= / / PROPOSED RIM ELEVATION • 000.00/ :_ J ` 0.00% PROPOSED DRAINAGE SLOPE& DIRECTION • Al, O«: .f4` ,4 /,/ `` 2 Working Days D�11 .:Ilig ADA ACCESSIBLE ROUTE ` L Before You Dig , SHEET TITLE / GRADING PLAN PROPOSED ASPHALT OVERLAY.ADJUST THICKNESS TO MATCH PROPOSED / ' -m o ? .`, 1 GEE DE USING HEET G MULTIPLE LEVELING COURSES-MAX.OVERLAY THICKNESS IS 1.5".SSCALE AS SHOWN 811 ',/,',4 SHEET NUMBER. C-121 7�.,, — �� - - —% - - --�_ r=- - a�� .tom --T - - ,4 - - / — — - - - - - -�� —= — _ = - ? � � _ - - - -_ _ - - - , - - � _ ,.. T.' *tee --- .. ,.... . Adir ; ' Ahh. J ` CSS: 'l: '''' '''' :::1 ..Z. 1 �/ +' •_ — — — — -16a- 1 y _ 1 _ — _ — — CO2017 STARBUCKS COFFEE COMPANY l { _ _ 1 �� i�-� _ 0 111110 \\ '_ - _ -- _*� _ -= -- ------7:-_-_,--„ - - - - STARBUCKS COFFEE - - - - - - - - ::::III": - - l/d \�Id 11d • lid \, �, �/d ~lid �Id �/ — X21 _ lld lid lid � - ---11-11111: - - `� — — - — - 5 20 \ \ 1 _ - _ _�/ i��:;.` • _ _ �/$_ �-� — - — _ _ 1"=10' COMPANY \ \ � _ — — — — _ `��d_ — fid_ Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH \ \ \ 1\ — _ - _ I v SEATTLE, WASHINGTON 98134 \ \ 11 �e� _ _ — — _ I I \N. — — — — \ (200) 318-1575 \ \ _1 IL T — — _ I I�/ •l"{ \\ ` — — THESE DRAWINGS AND SPECIFICATIONS ARE i___ \ C>_ N — \ CONFIDENTIAL AND SHALL REMAIN THE SOLE 164 \ 1 r � � � � � � ` _ � ` _ � ` � � 4 - - - ` N7 - - 111 , I � � N __ N \ PROPERTY OF STARBUCKS CORPORATION, •�, \ , , _ _- ] Bj 1 ='' WHICH IS THE OWNER OF THE COPYRIGHT IN co � 1(--,_, • , / \` i o q� o - - — — — 166 ` / I N_ r---- // RK THEY SHALL NOT BE 2 / REPRODUCED THIS (IN WHOLE OR IN PART), SHARED co - \ \ - _ zV' I `- / // WITH THIRD PARTIES OR USED IN ANY MANNER -\ 'ss \ \ J / I 4>kr- / / JON OTHER PROJECTS OR EXTENSIONS TO THIS \ , • ii =a / g __**y„ J PROJECT WITHOUT THE PRIOR WRITTEN _ \ \ ®a ` �'" / - / CONSENT OF STARBUCKS CORPORATION. ri \ a i i rn \ tr==�� ' / / �0� / J THESE DRAWINGS AND SPECIFICATONS ARE \ / / ` / / — INTENDED TO EXPRESS DESIGN INTENT FOR A Ii • _ — ,_ \ —j _ — \ — — — — / _ / / I PROTOTYPICAL STARBUCKS STORE (WHICH IS r \ + ,- _ ` -/ _ — / _ _„ / SUBJECT TO CHANGE AT ANYTIME)AND DO \ �� — 0/ / NOT REFLECT ACTUAL SITE CONDITIONS. _ ``•, \ '�,, / / �, NEITHER PARTY SHALL HAVE ANY OBLIGATION is � NORSTATED \ it \ • e '�, �� / / ` LIABILITY TO THE OTHER (EXCEPT\ ` 1 F 1 9 _ / 1 ABOVE) UNTIL A WRITTEN AGREEMENT IS �U J10 O U O �rC? O OK,,_., / / I FULLY EXECUTED BY BOTH PARTIES. f co /<0;\[I *. -, / /1 RBUCKS TEMPLATE VERSION 12017.07.28 1 IIL-Y-2 i ---___ /,' v\ IlliA I C; \ / . 1 , \--.- \ ILO 11/1 MINI Mr 111' IIII_ , , / / / GPD Engineering and Architecture • .� I / J 0 r '-p l / / // // Professional Corporation / ll �J7 ' O. , / �/ // 520 SOUTH MAIN ST., SUITE 2531 �� ❑° ,I / / AKRON OH 44311 I°^ / P: 330-572-2100 F 330-572-2101 //0 \ , / / / GPD PROJECT NO: 2016355.42 • / // / / q PRp+r� 0 � a N n // ,7 //' - ; \ // // ��G1N ��oy I 0 `� / / Itiak / ..". ° 4: l ... JLI El I / J I �, I t J , O li_j , +`n ARCO I i 0 ,.-. ..„ik / A • _.1.�_• 1 :'> — I L ._ 1Pjc®❑ I r // EXPIRES:06/3O/2020 \ 1 ,0-6 / mil& Lil �- // A . _ P/L <, PIL lle111( � - _PIL- _ - _ - - -_- — � - - - /,//// // / / -----r65, ._ 0 ,, ... . _ . .. . iik ..... ......, _ _ , (.0 , _ _ , , _ ,_ _ _ , , , _ _ , . .. N _ ____ _ , , x , , 2 ,,,,\ , 11.1 „ ,. , , , .. .. . ,,,,,. :,:„. ik . , ,.. , . .• . . N ,.._ , ,, . z ,_ _ ), . ,.,,, C.) r.,,,i'l- LL C\1 / // / ` / LEGEND n Q ' / (SEE SHEET C-001 FOR GENERAL LEGEND) uJ _ _ _ / - - / 1...a PROPOSED SILT BARRIER Q in 0 > O �� — �� , / I / U REFER TO SWPP DETAILS Z Q ---) 7/ / �I 1 / \ / / ~ Q ~ // // J, \ J/ 1) 11 / / PROPOSED SALT FENCE U 01) / l` A , 1 r // ///4.- � / SF REFER TO SWPP DETAILS O MII O0l` /n1 // / i\ )l 1 / t. / gm. i PROPOSED 18"DIAMETER 3 MIL HDPE E CO 11 /// 1111 / // lil /I /J � / /� / COMPOST FILTER SOCK mem ii11 r ~ Il // 1 / /'11 / // / / REFER TO SWPP DETAILS' 11 /i/ It 11 i/ / // 1j1 / 11 /i/ / f // STORE #: 418 } 1 v / // 11 / / ii �. PROJECT #: 04753-029 • �/ / 11 // 1 // 11 / ,1=.`1, PROPOSED CONCRETE WASHOUT FACILITY 2/25/19 / \ / // r—• • REFER TO SWPP DETAILS ISSUE DATE: / / \\//// J I // // go DESIGN MANAGER: JOHN PARK / • / / 1j // / _:__� LEEDOAR PRODUCTION DESIGNER GPD GROUP \ / / }', / ' //% 1 CHECKED BY' / / \\,<___/////7, � / Revision Schedule i • Rev Date By Description • • r • ' ,, � 2 Working Days �� SHEET TITLE: Before You Dig W. SWPP PLAN SCALE: AS SHOWN lig olio : ptinit i . - SHEET NUMBER: C-131 NOTES: 1) SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND DISTURBANCE BEGINS. Ntite 2) ALL SILT FENCE SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER 41), ; 1111144k WILL NOT CONCENTRATE AT LOW POINTS IN THE FENCE AND SO THAT SMALL SWALES OR DEPRESSIONS WHICH MAY CARRY SMALL CONCENTRATED FLOWS TO THE SILT FENCE ARE DISSIPATED ALONG ITS LENGTH. 3) TO PREVENT WATER PONDED BY THE SILT FENCE FROM FLOWING AROUND THE ENDS, EACH END SHALL BE CONSTRUCTED UPSLOPE SO THAT THE ENDS ARE AT A HIGHER ELEVATION. 4) WHERE POSSIBLE, SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE. 0 5) WHERE POSSIBLE,VEGETATION SHALL BE PRESERVED FOR 5 FT.(OR AS MUCH AS POSSIBLE) 00 2017 STARBUCKS COFFEE COMPANY r UPSLOPE FROM THE SILT FENCE. IF VEGETATION IS REMOVED, IT SHALL BE REESTABLISHED WITHIN 7 DAYS FROM THE INSTALLATION OF THE SILT FENCE. STARBUCKS COFFEE 6) THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 IN.ABOVE THE ORIGINAL GROUND COMPANY SURFACE. 2401 UTAH AVENUE SOUTH 7) THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE SEATTLE, WASHINGTON 98134 BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE (206) 318-1575 SPLICED TOGETHER ONLY AT A SUPPORT POST,WITH A MINIMUM 6 INCH OVERLAP,AND SECURELY SEALED. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE 8) O WHHICHIGH IS THE POSTS SHALL BE A MINIMUM OF 5 FEET LONG,2 INCHES IN DIAMETER AND SPACED A MAXIMUM OF STY STARBUCKS CORPORATION. OWNER OF THE COPYRIGHT IN 10 FEET APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND. WHEN EXTRA THIS WORK THEY SHALL NOT BE STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED REPRODUCED (IN WHOLE OR IN PART). SHARED 6 FEET. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 9) THE SILT FENCE SHALL BE PLACED IN A TRENCH CUT A MINIMUM OF 6 INCHES DEEP. THE TRENCH PROJECT WITHOUT THE PRIOR WRITTEN SHALL BE CUT WITH A TRENCHER, CABLE LAYING MACHINE,OR OTHER SUITABLE DEVICE WHICH WILL CONSENT OF STARBUCKS CORPORATION. ENSURE AN ADEQUATELY UNIFORM TRENCH DEPTH. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A 10) THE SILT FENCE SHALL BE PLACED WITH THE STAKES ON THE DOWNSLOPE SIDE OF THE PROTOTYPICAL STARBUCKS STOREM (WHICH IS SUBJECT TO CHANGE AT ANYTIME} AND DO GEOTEXTILE AND SO THAT 8 IN. OF CLOTH ARE BELOW THE GROUND SURFACE. EXCESS MATERIAL NOT REFLECT ACTUAL SITE CONDITIONS. SHALL LAY ON THE BOTTOM OF THE 6 IN. DEEP TRENCH. THE TRENCH SHALL BE BACKFILLED AND NEITHER PARTY SHALL HAVE ANY OBLIGATION COMPACTED. NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS 11) WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED,THE WIRE MESH FULLY EXECUTED BY BOTH PARTIES. COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE,THE FILTER FABRIC IS STAPLED OR WIRED Ka HEAVY DUTY DIRECTLY TO THE POSTS. RBUCKS TEMPLATE VERSION 12017.07.28 1 MULTI FILAMENT MULTI-FILAMENT MATERIAL TYPE 13 mil HDPE I 5 mil HDPE 5 mil HDPE POLYPROPYLENE POLYPROPYLENE 12) THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,AND 8 (MFPP) (MFPP) INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND111C MATERIAL PHOTO- PHOTO- BIO- PHOTO- PHOTO- MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE . CHARACTERISTICS DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE DEGRADABLE STAPLED TO EXISTING TREES. 12" 12" 12" 12" SOCK 12" 18" 18" 18" 18" 13) SEAMS BETWEEN SECTION OF SILT FENCE SHALL BE OVERLAPPED WITH THE END STAKES OF GPD Engineering and Architecture DIAMETERS I 18" I 24" 24" 24" 24" EACH SECTION WRAPPED TOGETHER BEFORE DRIVING INTO THE GROUND. Professional Corporation 32" 32" 32" 32" 520 SOUTH MAIN Si. SUITE 2531 MESH OPENING 3/8" 3/8" 3/8" 3/8" 118" 14) SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. AKRON. OH 44311 I TENSILE STRENGTH 26 PSI 26 PSI 44 PSI 202 PSI IF RUNOFF OVERTOPS THE SILT FENCE, FLOWS UNDER OR AROUND THE ENDS, OR IN ANY OTHER P- 330-572-2100 F. 330-572-2101 ULTRAVIOLET WAY BECOMES A CONCENTRATED FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED,AS GPD PROJECT NO: 2016355.42 STABILITY% %AT 1000 23%AT 100%AT 100%AT APPROPRIATE: A)THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED, B)ACCUMULATED ORIGINAL STRENGTH HR. SEDIMENT SHALL BE REMOVED.OR C)OTHER PRACTICES SHALL BE INSTALLED, 1"REBAR THROUGH (ASTM G-155) 1000 HR. 1000 HR. 1000 HR. .'L'00 PRop,, LOOPS FOR BAG MAINTENANCE: GINE `iib REMOVAL FROM INLET MINIMUM 6 9 6 1 2 SILT FENCE SHOULD BE INSPECTED REGULARLY AND FREQUENTLY AS WELL AS AFTER EACH 42 F FUNCTIONAL MONTHS MONTHS MONTHS YEAR YEARS RAINFALL EVENT TO INSURE THAT THEY ARE INTACT AND THERE ARE NO GAPS AT THE 4' 92P GRATE LONGEVITY FENCE-GROUND INTERFACE OR TEARS ALONG THE LENGTH OF THE FENCE. IF GAPS OR TEARS ARE •':>I'•A. DUMP STRAPS 2 I TWO-PLY SYSTEMS • t .. A EACH I HDPE BIAXIAL NET FOUND,THEY SHOULD BE REPAIRED OR THE FABRIC REPLACED IMMEDIATELY. ACCUMULATED OEO `. CONTINUOUSLY WOUND SEDIMENTS SHOULD BE REMOVED FROM THE FENCE BASE WHEN THE SEDIMENT REACHES INNER CONTAINMENT ONE-THIRD TO ONE-HALF THE HEIGHT OF THE FENCE. SEDIMENT REMOVAL SHOULD OCCUR MORE •••!".41,- 2010' . . .21 EirAiMINIMI/ I FUSION-WELDED JUNCTURES ."' 02/2802 /' 9 NETTING 3/4"X 3/4"MAX.APERTURE SIZE FREQUENTLY IF ACCUMULATED SEDIMENT IS CREATING NOTICEABLE STRAIN ON THE FABRIC AND r ; EXISTING/PROP, : 1,1 Iv COMPOSITE POLYPROPYLENE FABRIC THERE IS THE POSSIBILITY OF THE FENCE FAILING FROM A SUDDEN STORM EVENT. WHEN THE SILT ° mummy, CATCH BASIN .° ° ° • FENCE IS REMOVED,THE ACCUMULATED SEDIMENT SHOULD BE REMOVED. OUTER FILTRATION (WOVEN LAYER&NON-WOVEN FLEECE MECHANICALLY WOWS:06/30/2020 MESH FUSED VIA NEEDLE PUNCH) EXPANSION Q: • • I 3/16"MAX.APERTURE SIZE IJJ RESTRAINT(114" 4 4 I SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS „ N NYLON ROPE,2" 1D MAXIMUM 1 11 FLAT WASHERS) 1 I ' COMPOST SHALL MEET THE FOLLOWING STANDARDS: Il I"1 ORGANIC MATTER CONTENT 80%- 100%(DRY WEIGHT BASIS) LEVEL CONTOUR 4 NO SLOPE Co ORGANIC PORTION FIBROUS AND ELONGATED — r CS N 4 pH 5.5-8.0 ----- — MOISTURECONTENT 35°/0 35% V ELEVATION V 4. PARTICLE SIZE 98%PASS THROUGH 1"SCREEN V!- SOLUBLE SALT CONCENTRATION 5.0 dS MAXIMUM 10'MIN. 18" FLAT SLOPE IN L1J ° e4 ° ; a4 a ° FRONT OF BARRIER BLOWN —'I �' _ °. ° . • 4" •� PLACED 2"X 2"WOODEN STAKES PLACED 10'D.C. V �' • • ALL CONCRETE J I. ■ o o�t■ ■ w TRUCKS—BLACK LETTERS FILTER MEDIA COMPOST FILTER SOCK 16"MI IMUM FLOW — {V ANCHOR BALES SHALL ON WHITE DISTURBED AR ED AREA 34"MINIMUM Li. N • N WITH (2)2"x2"x4' WASHOUT HERE BACKGROUND SILT5ACK Regular Flow STAKESPERBALE � 12"MIN. 5'MINIMUM } 1 6"MIN. O (n O CT SILTSACK' 88'ECTFICATION • ��• Lr Progertp moat Method res Result cn 10 MIL GALVANIZED"U" SECTION VIEW Villi.. U) Q Control et Sediment Entering Catch Basins Lu • • O V I ��/� elf, LI1 LL (Stozmwater. Management) Grab Tensile ASTM n-4632 3o�lY:s. -POLYETWYLENE O CHANNEL POST NTS ` �rQ��'e�"*t'�y, TRENCH TO BE W (1 Grab Elongation ASTM D-4632 20% - SHEETING --- ��i'►9'*s:%' o EXISTING �, �,.. BACKFILLED AND ❑ O Puncture .ASTM D-4833 120 lbs. > • • O �yli 1 0 Description Mullen Burst A5l'M D-3786 800 P.S.I. �i • ~ FINISH GRADE CONTOURS DISTURBED �;�' COMPACTED Q ❑ Trapezoid Tear ASTM D-4533 120 lbs. — BALES TO BUTT O J/7+�� SECTION Z VJ Resistance ASTM D-4355 80% m AREA +',`/ 4. 1.1 This work shall consist of furnishing, installing, - n (— Apparent Opening ASTM D-4751 40 US Sieve • • , : 3-0 MIN f Zct as directed and removing SILTSACK Sediment Col Device Flow Rate ASTM D-4491 40 Gal/Min/£t2 s a e ■ ■ ■ ■ ■ SIGN SHALL BE PLACED IN — �yy �` U U as directed by the engineer cr as shown on the contract s SOIL O drawings. The SILTSACK Sediment Control Device is Permittivity ASTM D-4491 0.55 sec A PROMINENT LOCATION W 0 manufactured by: oRAG.GREGATE. i • • = EMBEDMENT / AT WASHOUT AREA COMPOST -2" CV 1 X 2' WOODEN STAKES PLACED 10'O.C. 0 ACF Environmental, Inc. FILTER SOCK LL (Y 1801 A-Willis Road :d'. SILTSACK hi-Flow PLAN Richmond, Virginia 23237 18"± WASHOUT SIGN UNDISTURBEDAREA ,i.``.�• r H Phone: 800-644-9223 p� �.h�.L..q.... Property Test Method p iteault BINDING WIRE ,'•a<<t•"'al... Fax 804-743-7779 Grab Tensile ASTM 0-4632 145 lbs. 6"MIN IMBEDMENT 1�•4Si �.•.�'.'�� STORE #: IPLAN VIEW III! �� WRAP GEOTEXTILE 418 Punctureunt Elongation ASTM D-4833 20% 30'± (TYPICAL) �.,, ,, ,`,\/ AROUND STAKES STRAW BALE(TYPICAL) � NTS - �.w�.�•.�. .�. 'rte' ASTM D 4833 135 lbs. 12"MAX ``'�"'�``''` PROJECT #: 04753-029 2.0 Materials ...t'`;2t 42t2,1ttI` %: Mullen Burst 53T04 0-3786 420 P.5-I. MM 10 MIL •i i EXISTING GRADE •��• BEFORE DRIVING 2.:.1 The SILTSACK shall be manufactured from a woven Trapezoid Tear ASTM D-4533 45 lbs. } ADAPTED FROM FILTREXX �•tvis''````'"' 2/25/18 POLYETHYLENE ``'"" polypropylene and sewn by a double needle machine, ev RB9lstance ASTM Cr4355 90t y��po...-.�` 'An °o��p9� �Eih;i..'24tttt ISSUE DATE: using a high strength nylon thread. Apparent Opening ASTM D-4751 20 US Sieve ""!�a'k' SHEETING l L '''a�,mc�m COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK JOINING SECTIONS :!;ti.t......%.��;1;; Flow Rate ASTMD-4491 200 Gal/Min/Ft1 ,.1.1......, DESIGN MANAGER: JOHN PARK 2.1.2 The szLt5 seams shad have a certifies average Permittivity MIN D-4491 1.5 sec' 12'MIN WOOD STAKE(TYPICAL) SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. OF SILT FENCE *:;,.l;. LEER®AP: wide width strength per ASTM D-4884 standards a, SEASONAL HIGH ' follows: 'A 1 rop�r«e� are,sini,,u avera4e ca1L values —6"MIN DEPTH GROUNDWATER TABLE PRODUCTION DESIGNER: GPD GROUP TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. CHECKED BY: slrmsacK Style Teat Method Teat Method 3.0 Canstruation sequence AGGREGATE TYPICAL SECTION 3.2.1 To install the SILTSACK in a catch basin, remove the ALL AROUND Regular Flow ASTM D-4884 165-0 lbs./in grate and plane the sack in the opening. Hold out. NOTES: ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES Y2 THE ABOVE GROUND HEIGHT CRITERIA FOR GEOTEXTILE FABRIC SILT FENCE, PER CURRENT STATE'S DOT SPECIFICATIONS. Revision Schedule Hi-Flow ASTM D-4884 114.6 lbs.fin approximately six incaes of the sack outside the 1. CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE AND CONTAIN ALL LIQUID OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. FABRIC PROPERTIES I VALUES I TEST METHOD 2.1..3 The SILTSACK will be manufactured to fit the opening frame. This is the area of the lifting straps. WASTES. MINIMUM TENSILE STRENGTH 120 MINIMUM ASTM D 4632 Rev Date By Description of the catch basin or drop inlet. The S1L,rSAcx will Replace the grate to hold the sack in place. LB. have the following features: two d mla straps attached 3.1.2 The STLTSACK is considered full and should be emptied 2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH%INCH STORM RUNOFF EVENT. DAMAGED at the bottom to facilitate the emptying of the whaa the restraint cord is no longer visible. CONTAIN THE LIQUID WASTES GENERATED. SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED MINIMUM BURST STRENGTH 200 PSI MINIMUM SILTSACK; the SILTSACK shall have lifting loops as en MINIMUM PERMITTNITY 1x10-2580-1 ASTM D 4491 integral part of the system to be used to lint the 3.1.3 To remove the SILTSACK, take two pieces of 1" 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WITHIN 24 HOURS OF INSPECTION. STLTSAfK from the basin; the SILTSACK shell. have a diameter rebar and place through the lifting loops on —.......•p` APPARENT OPENING SIZE AOS<0.84 mm 75 restraint cord approximately halfway up the sack to each side of the sack to facilitate the lifting of WASHOUT IS 75%FULL. the SILTSACK. 4 WASHOUT AREA(S)SHALL BE INSTALLED INA LOCATION EASILY ACCESSIBLE BY CONCRETE BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE UV EXPOSURE STRENGTH RETENTIOL 70% ASTM G 4335 Keep the sides away from the catch basin walls, this 3.:.4 To empty the SILTSACK, place it where the contents TRUCKS. SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MAXIMUM ELONGATION AT 60 LBS. 50% ASTM D 4632 yellow cord is also a visual means of indicating when will be collected. Place the rebar through the the sack should be emptied. Once the strap is lifting straps lconnected to the bottom of the sack) 5. ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED MANUFACTURER'SMINIMUM PUNCTURE STRENGTH 50 LBS(220N) ASTM D 4833 SHEET TITLE: RECOMMENDATIONS. covered with sediment, the SILTSACK should be and lift. This will turn the SILTSACK inside outand AS CONSTRUCTION PROGRESSES. 180N ASTM D 4533 emptied, cleaned, and placed back into the basin. empty the contents. Clean out with a shovel and MINIMUM TEAR STRENGTH 40 LBS(180N) rinse. Return the SILTSACK to its original shape and 6. AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOSE OF UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK,STAKES SHALL BE REMOVED.THE SWPP DETAILS 2.1.4 The geotextile fabric shall be a woven polypropylene place beck in the basin. PROPERLY. SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE,THE MESH fabric with the following properties: 3.1.5 The SILTSACK is reusable. Once the construction cycle SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT. is complete, remove the SILTEACK from the basin and SCALE AS SHOWN clean. The SILTSACK should be stored out of the CONCRETE WASHOUT AREA SILTSACK DETAIL sunlight until needed on another project. A2 NTs A3 COMPOST FILTER SOCK A5 SILT FENCE SHEET NUMBER: Al N.T.S. N.T.S. N.T.S. C-132 - - - - - _ - vv vv I L VV vv t, vu - VV VV - l = VV - - - - - a� W X71 -�;�}�` ST_ W Ili i-2 1d----• Wr >> VV HZ VV VV VV I L VV VV Vv I L VV 14_ yl I L VV .I 2 W I L YY Cll *tit/ ' - \ASII - - - GAS - GAS GAS GAS GAS GAS GAS GAS ,, - GAS -0 GAS GAS GAS GAS - Ailr• ; 11111111L _ GAS GAS GAS - GAS GAS - GAS GAS 0 O o { -\--- \I _ ( IF 0 ______ W E E E E E E E O '�.17 F - _ E --E-- ' - C 2017 STARBUCKS COFFEE COMPANY W T -� E F E F - - FE - FE �� F ` • F F ELL E E E E E 0 10 O ci). l• - ` T T T T T T T T cn � 1F� _ F F F F F F STARBUCKS COFFEE W - = 5 20 Z lid lld (� 1 lld lid �, lld l/d ��/d lld �Id lld lld �!d _ -�lld. _ lid - • 1/d 1 10' COMPANY _ ..„4,...-- , _ - lid �� Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH ~ , , o �} �� ,I SEATTLE, WASHINGTON 98134 \` �� \ ` I -, (� f \ cn 1.%7 -----n (� I i (206) 318-1575 o �� T \ f THESE DRAWINGS AND SPECIFICATIONS ARE i C ROPE RTYIAL AND SHALL REMAIN THE OF STARBUCKS CORPORATION. E .�rj L 0 WHICH IS THE OK.NT ROY F SHA COPYR NOT BIGHT IN 111111111411111 THIS' - _ • O O C REPRODUCED (IN WHOLE OR IN PART), SHARED 1 ( �( WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS - - CO 1 i 101 ® , PROJECT WITHOUT THE PRIOR WRITTEN a S T ST ST ®� \• CO ' --" CONSENT OF STARBUCKS CORPORATION. 1 02 ��a \ I- THESE DRAWINGS AND SPECIFICATIONS ARE - 0 i. r' Lu I I --mac INTENDED TO EXPRESS DESIGN INTENT FOR A • :^ !� / �� PROTOTYPICAL STARBUCKS STORE (WHICH ES -- `� cod) � ,oe. SUBJECT TO CHANGE AT ANYTIME) AND DO N T REFLECT �,_„ ONE OERPARTYSHALLAEAVEANL SITE DYOBLIGATION 3 -� y ®u' �� "�= • NOR LIABILITY TO THE OTHER (EXCEPT STATED W�� C� _ �' ABOVE) UNTIL A WRITTEN AGREEMENT IS W I Q O O O O O FULLY EXECUTED BY BOTH PARTIES 1 N --- �r II -13 W 0. Ui �• STARBUCKS TEMPLATE VERSION 12017.07.28 y = ®II CB G• I II 2 €i i cn 1 GPD Engineering and Architecture 0 _1 CB �r Professional Corporation 1 a A 520 SOUTH MAIN ST.. SUITE 2531 --V) � AKRON. OH 44311 `-/ I°r 0 P. 330-572-2100 F: 330-572-2101 SAN -- - SAN SAN SAN SAN SAN - S'N - SAN - GPD PROJECT NO: 2016355.42 c., E • H wry r-1 )1 - A*" � • : 92.. ..., __,,..„464-dos,„--.„,• • i 3' .-- . _.____. , _ .... . �r (l _ _ .4„ . ...„- - - ® o r C3REGGN: 1 *si Q \\--------,___V- - -10. 200 .., roo rucgi cn r -� I __________EI g_. e C EX RE :06/30/2020 ) CD 4C 0 _ 1 I j WI P PIL \\P L PIL ST ST ST ST T ST ST ST ST ST S I �D�( Nice) LEGEND 001 FOR GENERAL LEGEND) V ® u) > ST EXISTING STORM SEWER 2 It N SAN EXISTING SANITARY SEWER 1 i VV EXISTING WATER SERVICE _ UTILITY STRUCTURESI - GAS - PROPOSED GAS SERVICE 0 N I STRCT. ID STRUCTURE DETAILS E - EXISTING UNDERGROUND LL N cn PROPOSED CATCH BASINIIIIIIIIIII ELECTRIC SERVICE (SEE SHEET CATCH F_ PROPOSED UNDERGROUND O 66 U CB COMMUNICATIONS Hm A RIM=165.22 Lu Lu r LL GENERAL SHEET NOTES INV.8"(NW)=163.14 re 1 EXISTING ELECTRICAL VAULT ❑ O 1. ALL UTILITIES AS SHOWN AS EXISTING SHALL REMAIN AND BE PROTECTED THROUGHOUT WATER7----..........-INV.8"(SE)=163.14 Z ❑¢ co Q CONSTRUCTION.CONTRACTOR SHALL VERIFY SIZE OF EXISTING UTILITIES AND COMPARE 300. EXISTING 1"DOMESTIC WATER SERVICE.CONTRACTOR TO VERIFY PRIOR TO START OF PROPOSED STORM CLEANOUT I WITH STARBUCKS STANDARDS. EXISTING UTILTIES THAT ARE NOT ADEQUATE FOR CONSTRUCTION. CO (SEE SHEET C-502) EXISTING ELECTRICAL C Q U O Ct TRANSFORMER LD W O Q STARBUCKS USE SHALL BE REPLACED AS NEEDED. 301. EXISTING WATER METER TO REMAIN. RIM=165.62 CV 2. THE DEVELOPMENT IS REDUCING THE AMOUNT OF IMPERVIOUS AREA BY 1,500 SF, INV.8"(NE)=163.29 // - O - THEREFORE THE STORM SYSTEM IS ASSUMED TO BE ADEQUATE FOR SERVICING THE SITE 11 l' 0 r R AFTER THE DEVELOPMENT TAKES PLACE. CO PROPOSED STORM CLEANOUT � EXISTING TELEPHONE VAULT (SEE SHEET C-502) STORE #: 418 PLAN KEYNOTES 0 ELECTRIC AND COMMUNICATIONS 102 RIM-165.48 IIIIIOHz // � -� GA, EXISTING TELEPHONE 400. PROPOSED ELECTRICAL METER TO BE INSTALLED FOR SERVICE UPGRADE.GC TO INV.8"(NE)=163.57 to ❑t PROJECT #: 04753-029 STORM COORDINATE WITH ELECTRIC COMPANY AND DETERMINE FINAL METER LOCATION. , PEDESTALISSUE DATE: 2!25119100. EXISTING STORM INLET TO REMAIN AND BE ADJUSTED TO GRADE.SEE TABLE TO RIGHT AND401. EXISTING ELECTRIC ANDIOR TELECOMMUNICATIONS SERVICE CONNECTION Tfl CO PROPOSED STORM CLEANOUT f // S`aK� ST PROPOSED STORM SEWERDESIGNMANAGERJOHNPARKSHEET C-121 FOR PROPOSED RIM ELEVATION. REMAIN. (SEE SHEET C 502) / W PROPOSED WATER LINE LEED®AP: 101. PROPOSED WYE CONNECTION AT EXISTING STORM SEWER.CONTRACTOR TO VERIFY INVERT 402. EXISTING ELECTRIC TRANSFORMER TO REMAIN. COORDINATE RECONNECTION iO3 INV.8"(NE)=162.62PRODUCTION DESIGNER GPO GROUP PRIOR TO START OF CONSTRUCTION. REPORT BACK TO ENGINEER IF INVERTS IN FIELD VARY WITH ELECTRIC COMPANY. !z wA CHECKED BY403. PROPOSED ELECTRICAL SERVICE TRENCH AS REQUIRED BY ELECTRIC COMPANY EXISTING STORM INLET(RAISE TO \\ // ' 1( -i APPURTENANCES FROM WHAT IS SHOWN ON THE PLANS FOR FURTHER DESIGN OPTIONS.SEE SHEET C-502. DESIGN. PROPOSED GRADE) = ( �' \ # INV=161.43 CB RIM(EXISTING)=164.44 0 O Revision Schedule 102. PROPOSED 18 L.F.OF 8"DIP STORM SEWER @ 0.50%. RIM PROPOSED =165.12 ( 1 I- ( ) ( ) #O UTILITY CONSTRUCTION KEYNOTE 103. PROPOSED 23 L.F.OF 8'DIP STORM SEWER @ 0.50%. GAS 1 , { \ W Rev Date By description 104. PROPOSED 30 L.F.OF 8"DIP STORM SEWER @ 0.50%. 500. EXISTING 1"GAS SERVICE TO BE UPGRADED AS REQUIRED PER NW NATURAL INV.8"PVC(N)=163.54(PROPOSED) ( 0 ) - / U�j 105. PROPOSED 50 L.F.OF 8"DIP STORM SEWER @ 0.50%. GAS DESIGN. INV.8"PVC(5)=163.54(PROPOSED) \ - T T ' 106. CONTRACTOR TO CORE DRILL INTO EXISTING CATCH BASIN AND INSTALL PROPOSED STORM 501. EXISTING GAS METER TO BE UPGRADED PER NW NATURAL GAS DESIGN. ET lid z SEWER. CONTRACTOR SHALL FULLY GROUT CONNECTION AND ENSURE THE CONNECTION CONTACT NW NATURAL GAS @ 503-220-2360 TO COORDINATE. EXISTING STORM INLET(RAISE TO Li- DOES DOES NOT LEAK.INV=163.54 = 11b� d� PROPOSED GRADE} 2 Working Days 107. PROPOSED 6 L.F,OF 8"DIP STORM SEWER 0.50%. z I- �`� • r�� °� CB RIM(EXISTING)=165.10 F- ,t Before You Dig ,/4' SHEET TITLE: 108. PROPOSED 19 L.F. OF 8"DIP STORM SEWER @ 0.50%. 2 RIM(PROPOSED)=165.47 \ `Z 109. CONTRACTOR TO CORE DRILL INTO EXISTING CATCH BASIN AND INSTALL PROPOSED STORM INV.8"(5)-163.110 SEWER. CONTRACTOR SHALL FULLY GROUT CONNECTION AND ENSURE THE CONNECTION INV.8"PVC(W)-163.67(PROPOSED) UTILITY PLAN DOES NOT LEAK. INV=162.67 z:<'=mm _ 110. CONTRACTOR TO INSTALL CLEANOUT AND CAP OFF END OF STORM SEWER. INV=162.62 PROPOSED WATER QUALITY UNIT ' V M� SCALE: AS SHOWN 111. CONTRACTOR TO CONNECT 3"OUTLET PIPE FROM BAYFILTER TO PROPOSED 8"DIP, (SEE SHEET C-502) ( WQ RIM=165.10 { ' SHEET NUMBER: SANITARY B INV.8"PVC(NW)=163.02 I 0 ) 200. EXISTING SANITARY SEWER TO REMAIN. INV.8"PVC(E)=161.52 C-141 PAINT CURB YELLOW PER PAVEMENT MARKINGS AND NOTES DETAIL,SHEET 0-501, A N4te `NPS �\\<Q' EXTERIOR WALL(STEP DOWN �� PERIMETER WALL WHERE •.; 0N OCCURS) S0 4"O.D., 5' HIGH GALVANIZED // S, 0. �\ STEEL BOLLARD, / �� JNT.WPRE-MOLDED JNTO D SEALER • • �',� N : ��Q0, ��.,0\ '.� CONCRETE FILLED ; (TYP.)@ CURB ��N QP\�O� A1 / / 4'BOLLARD �P��P�� QOk 0<c / / ` CONTROL JOINT / CO2017 STARBUCKS COFFEE COMPANY s0 NOTE: / 1-z" - PAINT CURB TAPERS YELLOW PER PAVEMENT MARKINGS AND NOTES DETAIL, SHEET C-501. / A I STARBUCKS COFFEE PARALLEL RAMP (TYPE 2) / / 2401 COMPANY TAH AVENUEouTH / / SEATTLE, WASHINGTON 98134 PAINT CURB YELLOW PER 05<p ‹c. ! �5 PROPOSED /'�, /- (206) 318-1575 PAVEMENT MARKINGS AND �O�'(P0 PROPOSED �1P��Q� �EFZ� BUILDING 1� �� / PROPOSED BUILDING NOTES DETAIL, SHEET 0-501. ��S 0�,5� / THESE DRAWINGS AND SPECIFICATIONS ARE 8"THICK,WITH 1!2"DIA. REINFORCING BARS AT 12"EACH PROPOSED / PLAN VIEW CONFIDENTIAL AND SHALL REMAIN THE SOLE Nr1A �Q'I- OFTq/p�� `L WAY, PLACED AT MID-DEPTH IN SLAB(USE BLOCKOUT IN FRAME&GRATE �/ PROPERTY OF STARBUCKS CORPORATION. Q�N !<cO�SF�TgS N l q�N PAVED AREAS ONLY) i 2%SLOPE / 1-" WHICHIS S WORK. THETHE OWNER OY SHAR LL NOT PART), SHAREDE F THE HT IN \Y`�� Sp. Q�� F�jyFRF Q��P�� CONTRACTOR TO PROVIDE JOINT �� ° • . d a F.F �'_ _ - 112"PRE MOLDED EXP.JOINT REPRODUCED PARTIES OR UOSEID IN ANY MANNER ` X . ll., Jt It X x 1, ° WITH JOINT SEALER CONT. • SEALER WHERE P.C.C. MEETS ASPHALT Q. a p // ON OTHER PROJECTS OR EXTENSIONS TO THIS ��N• �\ B p `S'0• PAVEMENT i+ ;.. r i PROPOSED �+>A 4 PROJECT WITHOUT THE PRIOR WRITTEN • SO�iLjj ,� �Q� ..A Ix 49'. �Rp 4171! • ♦ CATCH BASIN • j..--•':''///:' y a CONSENT OF STARBUCKS CORPORATION. • j �P�` LQti �Fts��S�� NOTE: �N 4"MINIMUM COMPACTED AGGREGATE • FOUNDATION THESE DRAWINGS AND SPECIFICATIONS ARE � l''� Qi- ..0 PAINT CURB TAPERS YELLOW PER PAVEMENT CRUSHED LIMESTONE BASE • • INTENDED TO EXPRESS DESIGN INTENT FOR A �P�'0'‘..41'�� QFQ' 0 MARKINGS AND NOTES DETAIL,SHEET 0-501. CURB AT DRIVE ' :0 . • PROTOTYPICALUBJETOCHANGE AT ANYTIME)[AND DOWHICH S 0*,5`0� NOTE: PERPENDICULAR RAMP 5'-0" THRU AS DETAILED / 0, c, tw �t PROP. PAVEMENT AND NOT REFLECT ACTUAL SITE CONDITIONS. -\' ELSEWHERE / '•4•N�� AGGREGATE BASE AS NEITHER PARTY SHALL HAVE ANY OBLIGATION PAINT CURB TAPERS YELLOW PER PAVEMENT -I 7'-0" % o• • • MARKINGS AND NOTES DETAIL, SHEET C-501. j- -1 �1�g.... -„,F,/- ,,,,,.,, INDICATED ELSEWHERE NOR LIABILITY TO THE OTHER (EXCEPT STATED 1 ` o ABOVE) UNTIL A WRITTEN AGREEMENT IS 6”CONCRETE CURB AS PARALLEL RAMP (TYPE 1) FULLY EXECUTED BY BOTH PARTIES. DETAILED ELSEWHERE, FLUSH WITH PAVEMENT 6"CONCRETE CURB AS USE LESSER i ' CONCRETE "VARIES,SEE I STARBUCKS TEMPLATE VERSION 12017.07.28 SEAL JOINT 6, DETAILED ELSEWHERE, WALK AS DETAILED ( ) c C ) DIMENSION AS SLOPE PER DETAIL TO 1"R FLUSH WITH PAVEMENT c c c 3 t ) REQUIRED TO /7///// / / FOOTER DRAWINGS ARCHITECTURAL PAVEMENT AS DETAILED FRONT EDGE OF RAMP 2"R 4 • I=1 �' ELSEWHERE--- o c C. m o MEET PROPOSED //// I SEAL JOINT SLOPE PER DETAIL TOC C llt ELSEWHERE MAX 50:1 'PI I I c C `� c. C CURB a —� -111- FRONT EDGE OF RAMP U c ) c d a ` L 11---A II=11 PAVEMENT AS DETAILED MAX 12:1 c ) c_ 3 c .44 _ Vx x x a —111-111- ELSEWHERE ° t ° 4 " ° j j BUILDING FOOTER �, CAPD Engineering and Architecture • 41 Abp • c 11=111E1 •x - r a I` .«fit MIN.6" Professional Corporation 711.1° • ° Ore� b�_' �•W _ &'12-mi" `_ a 4 a . - �+l�� COMPACTED P i " ° .. III—I I: .ET ��—��0`� *�� _.- a 4. a � • �• �� °E d LTi—‘47III— 1(LI —1 I 1—I(I— 1 I— 1 i=1 11 . 1 -1 = 11=111— • • • — — — = 1 •� AGGREGATE 6 6 O 6 b r1P - �• _ _ _ _ _ _ _ �. ^� �� — . - 520 SOUTH MAIN ST.. SUITE 2531 4P - 11—III I 1 I 1 111=111=111111=111--111=1 1 .=111 11=111= ►�� ° ' - �_•�_��_ _�_ _ _ _ _ __— �+ � =1 —I! =1 =1I -1 =I f-1 f=1 1=1 =1 I 111 . 1' 3i — f1. : —�I—I I=11l=11 SECTION A NOTE: AKRON, OH 44311 • i C —i I—i=1 I =111- 11=111=11 1 f I 1 ' -I 117 11= 11=i I NOTES: -111-1 1 °l 11-111-- 11---- 11= I 1-11-I 11=I 1=III=II 1-I I 1-I FRAME.4 GRATE NEENAH FOUNDRY No.R-1729 OR *IC* CAST-IN-PLACE CONC. jile •� SET IN BED OF MORT. �4��\�` — ADJUSTMENT GRADE RINGS ._ All OR BRICK IF NOTE: zzA REQUIRED. 1. MODEL BF-48-1 2 COURSES OF BRICK 2. SEE ADS BAYFILTER INSTALLATION MANUAL FOR ADDITIONAL MAX.OR 12"PRECAST SPECIFICATIONS AND INSTALLATION GUIDELINES. 36" F&C GRADE RINGS MAX. 4'-0" _ _A 5"MIN. 3. CONTRACTOR TO CONNECT 3"OUTLET PIPE FROM BAYFILTER .- TO PROPOSED 8"DIP. o �` �r CO20t7 STARBUCKS COFFEE COMPANY e A • F.. . . C.I.STEPS NEENAH d PROPOSED CONCRETE MANHOLE f ' STARBUCKS COFFEE R-198 \.. dy APPROVED DO4 e SEE DETAIL,THIS SHEET �.� COMPANY APPROVED EQUAL. , PRECAST SECTIONS-----------------1= a° 4' - 2401 UTAH AVENUE SOUTH CONFORMING TO ' ASTM.C-478 J STEPS SEATTLE, WASHINGTON 98134 36" F&C 04' ..b. 1 : • (206) 318-1575 j= 4 ' 4i THESE DRAWINGS AND SPECIFICATIONS ARE 9 4 CONFIDENTIAL AND SHALL REMAIN THE SOLE PRECAST CONST. 6" 6" . �, 4 . WHICH IS THE OWNER OF THE PROPERTY OF STARBUCKS OCOPYRIG T IN RPORATION. 4000 PSI CONC. �� • THIS WORK. THEY SHALL NOT BE —�a ° a • �� a - �' rill; • INLET- ;. . 4. REPRODUCED (IN WHOLE OR IN PART), SHARED SII INLET ilr ' 4 - • WITH THIRD PARTIES OR USED IN ANY MANNER o ° 4 d f I I (,) a ON OTHER PROJECTS OR EXTENSIONS TO THIS 0 CRUSHED STONE .� \. e/ OUTLET ' a OUTLET UT THE PRIOR WRITTEN CONOSENT OFJECT I STARBUCKS GOR ORATION. AGGREGATE#67 THESE DRAWINGS AND SPECIFICATIONS ARE `�, • INTENDED TO EXPRESS DESIGN INTENT FOR A BAYFILTER MANHOLE ° . PROTOTYPICAL STARBUCKS STORE (WHICH IS KEYED NOTES _ D3 OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION Standards for Accessible Parking Places Standards for Accessible Parking Places Standards for Accessible Parking Places August 2018 August 2018 August 2018 *tte adik ; Aiii MINIMUM STANDARD PAVEMENT MARKING STENCIL PAVEMENT MARKING LEGEND SINGLE-ACCESSIBLE PARKING SPACE (VAN-ACCESSIBLE DESIGNATION REQUIRED) .,--", -' Background ., ' RESERVED. ' 02017 STARBUCKS COFFEE COMPANY C (stroke width) PARKING SIGN • SIGN ACCESS AISLE ACCESISLE SIGN • STARBUCKS COFFEE R7-8 OR79 N� OR NO 0R7-9 *CI COMPANY PARKING PARKING, i N® 2401 UTAH AVENUE SOUTH VAN SIGN SIGN �� ACCESSIBLE R7-8a , PARKING Q SEATTLE, WASHINGTON 98134 OR7 9a • (206) 318-1575 \\ " Curb ramp A (shall not extend into THESE DRAWINGS AND SPECIFICATIONS ARE the access aisle) CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY F STARBUCKS CORPORATION, . '' a ;! r.N1 8" =01 WHICH IS THOS OWNER OF THE COPYRIGHT IN • '• ACCESSIBLE ROUTE ° a THIS WORK. THEY SHALL NOT BE g • � � REPRODUCED (IN WHOLE OR IN PART), SHARED 1 ' a a , E_ Sign a • I 2" E location // a 1 WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN . i 2' _ _ _-2'�1/ B THOSE DRAWINGS AND SPECIFICATIONS NSENT OF STARBUCKS RE _ _ _ INTENDED TO EXPRESS DESIGN INTENT FOR A r� ~, PROTOTYPICAL STARBUCKS STORE (WHICH IS u - j SUBJECT TO CHANGE AT ANYTIME)AND DO a Wheel stop N. 36° Typ. - PARK ! N G (Typ) NOT REFLECT ACTUAL SITE CONDITIONS. `A ,` Pavement Marking Background: Optional: Blue, Retroreflective 1 2" NEITHER PARTY SHALL HAVE ANY OBLIGATION ` 3' NOR LIABILITY TO THE OTHER (EXCEPT STATED 1 , White 4" 1 3&0'� Pavement Marking Stencil: White, Retroreflective ABOVE) UNTIL A WRITTEN AGREEMENT IS Co wide lines 4 FULLY EXECUTED BY BOTH PARTIES Angle orientation 4- ofor field layout DIMENSIONS (INCHES) CO" STARBUCKS TEMPLATE VERSION 12017.07.28 I s --- Access aisle LEGEND c ``� � A BCDE F G ``' ' Typ MINIMUM 28 24 3 `� - - -i STANDARD 41 36 4 Pavement Marking Legend: White or Yellow, Retroreflective r, '..11:114L4A111‘ The pavement marking stencil shall be used to designate an accessible The "No Parking pavement marking is used to designate an access aisle GPD Engineering and Architecture Professional Corporation Pavement markings reserved for persons use parking with a DMV permit This marking shall required. See Figures parking area reserved for vehicles with DMV permits. 520 SOUTH MAIN ST.. SUITE 2531 6 & 7 for details be required for all access aisles next to accessible parking spaces- ]r 9' MinEngineering judgement should be used for placement location to give AKRON. OH 44311 I - 8' M j n� P. 330-572-2100 F: 330-572-2101 best visual location to prevent illegal use of access aisle. Yellow may be GPD PROJECT NO: 2016355.42 i, Detectable warning surface required used instead of white to increase contrast between access aisle white if curb ramp is located within public lines and the "No Parking" legend. P right-of--way *yit'�C,1nl `SItt Figure 1 Figure 6 Figure 7 'Q y11 12 f. 92464P .. 7 OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION OREGON TRANSPORTATION COMMISSION ' Standards for Accessible Parking Places Standards for Accessible Parking Places Standards for Accessible Parking Places OREGON August 2018 August 2018 August 2018 . 440 ii' SIGN DESIGN SIGN DESIGN SIGN DESIGN EXPIRES:06/30/2020 SIGN NO. R7-8a SIGN NO. R7-8 LTJ i/ SIGN NO. OR7-9 < 12' - - -1 y /.. .- +2 1z' CO I- 21 - )� 1.5 0 It 18 :__� g RESERVEDZc U) >- _i - j 1 3 4 12.25 2C C� IliPARKING _ aVAN i2D -2 ACCESS AISLE 1.56 SIGN NO. OR7-9a v N - 23c 2'. LL CV ACCESSIBLE 11.5D 6 4 _I CC) _2.25 3c - 7. _.l.46O ? .1 13 N 0 H BORDER • 3.19 I 1.(1 I 3.19 - -+1 Li cC R=1.5" 4 5 toNik 5.87 ❑ ❑ O TH=0.43811 " pARK1NG 36 Q ❑ IN=0.325" +/ 1' z < �❑/ BORDER 1.06 9.88 1.06 L 11 5 1 �Y y1.07 w W O `"s R 1.5" I 1 -1 -1 BORDER 1 10 1 BORDER 2.72 6.55 2.73 CN TH=0.375' R=1.5" C) -dm. C) 0 R=1.25" NOTES: IN=0.375" TH=0.375" TH=0.325" 1. SEE OREGON ADA DETAILS FOR SIGN H Cr � I- IN=0.375" IN-0.325" SPECIFICATIONS. 2. SIGNS SHALL BE LOCATED SO THAT STORE #: 418 THEY CANNOT BE OBSCURED BY A Sign Background: White, Retroreflective sheeting Sign Background: White, Retroreflective sheeting Sign Background: White, Retroreflective sheeting 2"X2"GALVANIZED STEELVEHICLE PARKED IN THE SPACE. PROJECT #: 04753-029 3. BOLLARD TO BE DELETED IF SIGN ISSUE DATE: 2125119 Sign Legend: Green, Retroreflective sheeting Sign Legend: Green, Retroreflective sheeting Sign Legend: Red, Retroreflective sheeting TUBE EXTENDED INTO POST IS OUT OF VEHICULAR PATH OR DESIGN MANAGER: JOHN PARK 9 9 9 9 CONCRETE FOUNDATION. PARKING SPACE.WHEN NOT USING LEER®AP: Sign Symbol: White on Blue, Retroreflective sheetingD BOLLARD FOUNDATION THE SIGN PRODUCTION DESIGNER: GPD GROUP Sign Symbol: White on Blue, Retroreflective sheeting 9 Y CHECKED BY: 29 g ED POST SHALL BE EMBEDDED 3'6"IN A Sign OR7-9a: Use when back of walk directly behind access aisle is not 12"DIA.CONCRETE FOOTING 4'-O" available for sign placement and sign must be placed to LT DEEP(0.12 CU.YDS. OF CONCRETE Revision Schedule Refer to Standard Highway Signs book for details and dimensions. Refer to Standard Highway Signs book for details. one side of pedestrian access ramp. FINISHED SURFACE PAVEMENT REQUIRED). AS DETAILED ELSEHWERE II 4. SIGN TO BE PROVIDED AT ALL Rev Date By Description ♦••••••••1 .. o��+• ACCESSIBLE PARKING SPACES AS PER �� SEALED EXPANSION JOINT 4 ADA REGULATIONS. AROUND BOLLARD PIPE . . 5. IF SIGN IS MOUNTED TO BUILDING,THE The VAN-ACCESSIBLE sign shall only be used with sign R7-8 The Disabled Person parking sign is used to designate a parking area The No Parking in Access Aisle sign is used to designate an access aisle 18"DIA,CONCRETE BOTTOM OF THE VAN ACCESSIBLE -i' to designate the parking spaces that have an access aisle 8 ft or wider reserved for vehicles with DMV permit as stated. reserved for persons use parking with DMV permit. Install sign in locations FOUNDATION AROUND . j SIGN SHALL BE 5-0"FROM THE FINISH where "No Parking" pavement marking may not be visible regularly from PIPE COLUMN 6"BELOW 12" / GRADE. - snow or sand. Place sign to have direct view from end of access aisle when FROST LINE(3 FT. MIN. SHEET TITLE possible outside of accessible route. BELOW FIN.GRADE). co HANDICAPPED PARKING SIGN POST OREGON ADA STANDARDS A5 SCALE: AS SHOWN Figure 9 14 Figure 8 13 Figure 11 If) N.T.S. - SHEET NUMBER: C-503 LANDSCAPE NOTES & PLANTING SPECIFICATIONS **Ate SCOPE OF WORK OTHER MATERIALS CLEANUP 1. THIS WORK SHALL CONSIST OF PERFORMING CLEARING AND GRUBBING, SOIL PREPARATION, 1. UPON THE COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE,THE fr ...11; Ai. FINISH GRADING, PLANTING AND DRAINAGE, INCLUDING ALL LABOR, MATERIALS,TOOLS, 1. BED EDGING-TRENCH AROUND LANDSCAPE BEDS TO CREATE SHARP,45 DEGREE EDGE. CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT,AND DEBRIS RESULTING FROM HIS EQUIPMENT,AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS TYPICAL AT ALL PLANTING BED EDGES WHERE THEY MEET LAWNS. WORK.AN'ACCEPTABLE CONDITION'SHALL BE AS DEFINED AND APPROVED BY THE OWNER'S PROJECT. AUTHORIZED REPRESENTATIVE. 2. MULCH: ALL LANDSCAPE AREAS SHALL BE MULCHED WITH DOUBLE SHREDDED HARDWOOD 2. QUANTITY TAKEOFF IS SUPPLIED FOR CONTRACTOR'S ASSISTANCE ONLY.CONTRACTOR IS MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE FOR TOP MAINTENANCE RESPONSIBLE FOR SUPPLYING ALL PLANT MATERIALS AS PER PLAN. DRESSING OF TREES,SHRUBS, OR PLANTS. INSTALL MULCH TO A DEPTH OF THREE(3) INCHES AND COLOR TO BE DETERMINED BY OWNER (MAINTENANCE PERIOD TO COMMENCE AFTER FINAL INSPECTION.) 3. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR WITHIN EASEMENT OR RIGHT-OF-WAY LIMITS. 3. WEED BARRIER-POLYETHYLENE FILTER FABRIC DESIGNED TO PERMIT WATER INFILTRATION 1. MAINTENANCE PERIOD FOR THIS CONTRACT SHALL BE 90 CALENDAR DAYS COMMENCING ©217 STARBUCKS COFFEE COMPANY WHILE PREVENTING WEED GROWTH-TO BE INSTALLED IN ALL PLANTING BEDS. AFTER FINAL INSPECTION OF CONSTRUCTION. . PRESERVATION/PROTECTION (IF APPLICABLE) 1. CONTRACTOR SHALL MAINTAIN AND PRESERVE TREES AND SHRUBS NOT BEING REMOVED, 2. MAINTAIN TREES,SHRUBS AND OTHER PLANTS BY PRUNING,CULTIVATING AND WEEDING AS STARBUCKS COFFEE INCLUDING THEIR ROOTS. TREE PROTECTION FENCING SHALL BE USED AT THE DRIP LINE OF REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. RESET TREES AND ALL TREES AND SHRUBS WITHIN 50 FEET OF CONSTRUCTION EXCEPT AS SHOWN ON PLAN. GENERAL WORK PROCEDU RES SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. COM PA NY FENCING SHALL REMAIN IN PLACE UNTIL FINAL PLANT INSPECTION FOLLOWING 2401 UTAH AVENUE SOUTH CONSTRUCTION. MATERIALS SHALL NOT BE STOCKPILED WITHIN THIS DEFINED AREA AND 1. LANDSCAPE WORK SHALL BE ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED 3. MAINTAIN LAWNS BY WATERING, MOWING,TRIMMING,AND OTHER OPERATIONS SUCH AS SEATTLE, WASHINGTON 98134 VEHICLES AND OTHER EQUIPMENT SHALL BE OPERATED TO AVOID SOIL COMPACTION. FOR LANDSCAPE CONSTRUCTION AND PLANTING IN THE OREGON STANDARDIZED ROLLING, REGRADING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, (206) 318-1575 LANDSCAPE SPECIFICATIONS(ASIA)AND ANY LOCAL LANDSCAPE ORDINANCES. ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 2. FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA EQUAL TO TWICE THE TREE CIRCUMFERENCE THESE DRAWINGS AND SPECIFICATIONS ARE (MEASURED 6"ABOVE THE GROUND LINE IN INCHES)EXPRESSED IN FEET. (EXAMPLE:A 2, CONTRACTOR SHALL OBTAIN A COPY OF LOCAL ORDINANCES REGARDING ACCEPTABLE 4. MAINTAIN THE LANDSCAPING BY KEEPING ALL PLANTS DISEASE-FREE AND PLANTING BEDS CONFIDENTIAL AND SHALL REMAIN THE SOLE CIRCUMFERENCE OF 10"WOULD HAVE A'NO CUT'ZONE OF 20 FEET IN ALL DIRECTIONS FROM PLANT AND PLANTING DETAILS AND ABIDE BY THOSE ORDINANCES AND DETAILS. GROOMED,EXCEPT IN NATURALLY OCCURRING VEGETATION AREAS. PROPERTY OF STARBUCKS CORPORATION, THE TREE).THIS SHOULD APPLY TO UTILITY SERVICES, IF FEASIBLE.THE ONLY EXCEPTION TO WHICH IS THE OWNER OF THE COPYRIGHT I N THIS REQUIREMENT WILL BE THOSE SPECIFICALLY ALLOWED BY THE LANDSCAPE ARCHITECT, 3. ENGINEER RESERVES THE RIGHT TO REJECT ALL PLANT MATERIAL DEEMED NOT 5. REPLACE ANY REQUIRED PLANTING(S),WHICH SEVERELY DECLINE OR DIE AFTER THE DATE THIS WORK THEY SHALL NOT BE OF PLANTING. SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT APPROPRIATE REPRODUCED (IN WHOLE OR IN PART), SHARED SPECIFICATIONS OR AS INDICATION ON THE PLANS. ACCEPTABLE. PLANTING SEASON. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 3. TREE TRUNKS AND EXPOSED ROOTS DAMAGED DURING EQUIPMENT OPERATIONS SHALL BE 4. ANY PROPOSED PLANT SUBSTITUTIONS SHALL BE EQUIVALENT IN FORM, HABIT,STRUCTURE, PROJECT WITHOUT THE PRIOR WRITTEN TREATED IN ACCORDANCE WITH THE ARBOR CULTURAL STANDARDS OF THE CITY. BRANCHING AND LEAF TYPE AND MUST BE ISSUED TO THE LANDSCAPE ARCHITECT FOR SODDING THESE DRAWINGS ABU SPECIFICATIONS O ON APPROVAL, IN WRITING, PRIOR TO INSTALLATION. PLANT MATERIALS 1. SOD SHALL BE FIRST GRADE CERTIFIED BLENDS OF THE FOLLOWING SPECIES PER INTENDED TO EXPRESS DESIGN INTENT FOR A HARDINESS ZONE CONTAINING NOT MORE THAN 30 PERCENT OF OTHER GRASSES AND PROTOTYPICAL STARBUCKS STORE (WHICH IS 1. GENERAL-ALL MATERIALS SHALL BE OF ITS KIND AVAILABLE AND SHALL HAVE BEEN GROWN WEEDINGSUBJECT TO CHANGE AT ANYTIME) AND DO IN A CLIMATE SIMILAR TO THAT ON SITE. CLOVERS,AND FREE FROM ALL NOXIOUS WEEDS. NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION 2. PLANTS ALL PLANTS SHALL BE HEALTHY,OF NORMAL GROWTH,WELL ROOTED,FREE FROM 1. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING,ALL WEEDS AND ZONES 3,4&5:APPROVED BLUE GRASS BLEND NOR LIABILITY TO THE OTHER (EXCEPT STATED DISEASE AND INSECTS.QUALITY AND SIZE OF PLANT MATERIAL SHALL CONFORM TO ANSI GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF AT THE CONTRACTOR'S ZONE 6:APPROVED FESCUE BLEND ABOVE) UNTIL A WRITTEN AGREEMENT IS Z60.1 "AMERICAN STANDARDS FOR NURSERY STOCK". EXPENSE ZONES 7&8:APPROVED BERMUDA BLEND FULLY EXECUTED BY BOTH PARTIES. ZONES 9& 10:APPROVED ST AUGUSTINE FLORATAM BLEND STARBUCKS TEMPLATE VERSION 12017.07.28 3. VARIETIES AND SIZES OF PLANTS SHALL BE AS SHOWN ON DRAWINGS. PLANTING 2. SOD SHALL BE RECENTLY MOWED TO A HEIGHT OF NOT LESS THAN 3 INCHES. IT SHALL BE 4. PLANTS SHALL BE IN A HEALTHY,VIGOROUS CONDITION, FREE OF DEAD OR BROKEN CUT INTO STRIPS OF NOT LESS THAN 3 FEET AND NOT OVER 6 FT.WITH A UNIFORM WIDTH BRANCHES,SCARS THAT ARE NOT COMPLETELY HEALED, FROST CRACKS, DISFIGURING 1. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND OF NOT OVER 24 INCHES. KNOTS, BROKEN OR ABRADED BARK, REDUNDANT LEADERS OR BRANCHES,OR SECURE THE APPROVAL OF THE OWNER BEFORE EXCAVATING PITS, MAKING NECESSARY ABERRATIONS OF ANY KIND. PLANTS SHALL NOT HAVE MULTIPLE LEADERS, UNLESS THIS IS ADJUSTMENTS AS DIRECTED. 3. SOD SHALL BE CUT TO A DEPTH EQUAL TO THE GROWTH OF THE FIBROUS ROOTS BUT IN NO THE NATURAL FORM. CASE LESS THAN 1 INCH. _ 2. PLANTING PITS SHALL BE AS PER DETAILS. GPD Engineering and Architecture 5. BALLED AND BURLAPPED(B&B)PLANTS SHALL BE DUG WITH A FIRM ROOT BALL OF NATURAL 4. SOD SHALL BE DELIVERED TO THE JOB WITHIN 24 HOURS AFTER BEING CUT AND SHALL BE Professional Corporation EARTH, OF A SIZE IN PROPORTION TO THE PLANT'S SIZE,AS MEASURED BY CALIPER, HEIGHT, 3. PREPARED SOIL SHALL BE TAMPED FIRMLY AT BOTTOM OF PIT. FILL WITH PLANTING SOIL INSTALLED WITHIN 48 HOURS AFTER BEING CUT. 520 SOUTH MAIN ST. SUITE 2531 OR SPREAD. BALLED AND BURLAPPED PLANTS SHALL BE HANDLED ONLY BY THE ROOT BALL. AROUND BALL OF PLANT. COMPLETE BACKFILLING AND WATER THOROUGHLY. AKRON, OH 44311 NOT BY THE TRUNK OR BRANCHES,AS THIS MAY BREAK OR LOOSEN THE ROOT BALL AND 5. BEFORE SOD IS PLACED,THE SOD BED WILL HAVE BEEN EXCAVATED TO SUCH A DEPTH P: 330-572-2100 F. 330-572-2101 DAMAGE THE ROOT SYSTEM.CONTAINER PLANTS SHALL HAVE BEEN ESTABLISHED FOR A 4. EACH TREE AND SHRUB SHALL RECEIVE THE LANDSCAPER'S BIONUTRITION (3-0-3) THAT WHEN THE SOD IS IN PLACE THE TOP OF THE SOD WILL BE FLUSH WITH THE GPD PROJECT NO: 2016355.42 MINIMUM OF ONE FULL GROWING SEASON IN THEIR CONTAINERS BEFORE INSTALLATION. GRANULAR WITH MYCORRHIZAL TECHNOLOGY FERTILIZER OR APPROVED OTHER.APPLY SURROUNDING GRADE. CONTAINER PLANTS SHALL BE HANDLED ONLY BY THE CONTAINER.NOT BY THE STEMS OR FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. • BRANCHES,AS THIS MAY PULL THE PLANT OUT OF THE CONTAINER AND BREAK OR LOOSEN 6. NO SOD SHALL BE PLACED WHEN THE TEMPERATURE IS BELOW 32 DEGREES F. NO FROZEN ° PROP THE ROOT BALL AND DAMAGE THE ROOT SYSTEM. 5. WATER IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SOD SHALL BE PLACED NOR SHALL ANY SOD BE PLACED ON FROZEN SOIL.WHEN SOD IS �� X11 G1I1Ec.d, SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL PLACED BETWEEN THE DATES OF JUNE 1ST AND OCTOBER 15TH, IT SHALL BE COVERED c s`4 MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. IMMEDIATELY WITH A STRAW MULCH 1 INCH THICK(LOOSE MEASUREMENT). 6. PLANTS SHALL BE PROTECTED FROM DRYING OUT DURING SHIPPING WITH TARPAULINS OR .�„ OTHER COVERINGS. PLANTS SHALL BE PROTECTED FROM DRYING OUT AFTER DELIVERY BY 6. INSTALL BED EDGING AND MULCH PER MATERIALS SPECIFICATION AND DETAILS. 7. AFTER LAYING,THE SOD SHALL BE WATERED THOROUGHLY AND TAMPED WITH APPROVED PLANTING IMMEDIATELY; IF THIS IS NOT POSSIBLE,THE ROOT BALL SHALL BE COVERED WITH SOD TAMPERS SUFFICIENTLY TO BRING THE SOD INTO CLOSE CONTACT WITH THE SOD BED OREGON PEAT MOSS OR EARTH,AND WATERED FREQUENTLY TO KEEP IT MOIST UNTIL PLANTING. 7. REMOVE ALL SALES TAGS, STRINGS, STRAPS,WIRE, ROPE OR OTHER MATERIALS THAT MAY AND INSURE TIGHT JOINTS BETWEEN THE SECTIONS OR STRIPS. ` Qy91�20 INHIBIT PLANT GROWTH BOTH ABOVE AND BELOW THE SURFACE OF THE SOIL. .` .,� 02/28/19 7 DO NOT HANDLE, MOVE, BIND,TIE OR OTHERWISE TREAT PLANTS SO AS TO DAMAGE THE ,,,. . ROOT BALL, ROOTS,TRUNK,OR BRANCHES IN ANY WAY. 8. THE CONTRACTOR SHALL KEEP ALL SODDED AREAS INCLUDING SUBGRADE,THOROUGHLY 8. REMOVE ANY BROKEN,SUCKERING, DISEASED,CRISSCROSSED OR AESTHETICALLY MOIST FOR 30 DAYS AFTER SODDING. DISPLEASING BRANCHES BACK TO LIVE LEADER OR SIDE LATERAL WITH A FLUSH CUT. MIRES:06/30/2020 TOPSOIL 9. THE CONTRACTOR SHALL REPAIR ANY AREAS DAMAGED FOLLOWING INSTALLATION AS 1. TOPSOIL HAS BEEN (OR WILL BE)STOCKPILED FOR REUSE IN LANDSCAPE WORK. IF DIRECTED BY THE ENGINEER. SOD SHALL BE IN PLACE AT LEAST 30 DAYS BEFORE FINAL W 11 QUANTITY OF STOCKPILED TOPSOIL IS INSUFFICIENT. PROVIDE ADDITIONAL TOPSOIL AS ACCEPTANCE. REQUIRED TO COMPLETE LANDSCAPE WORK. IMPORTED TOPSOIL SHALL CONSIST OF FINISH GRADING LOOSE, FRIABLE,LOAMY TOPSOIL WITHOUT ADMIXTURE OF SUBSOIL OR REFUSE. ACCEPTABLE TOPSOIL SHALL CONTAIN NOT LESS THAN 3 PERCENT NOR MORE THAN 20 1. ALL AREAS WILL BE GRADED BY THE CONTRACTOR TO SUBSTANTIALLY PLUS/MINUS 0.1 FOOT SEEDING D N PERCENT ORGANIC MATTER. OF FINISH GRADE. 1. GRASS SEED SHALL BE FRESH, CLEAN, DRY,NEW-CROP SEED COMPLYING WITH THE ASSOCIATION OF OFFICIAL SEED ANALYSTS'"RULES FOR TESTING SEEDS" FOR PURITY AND CO 2. PLANTING BACKFILL FOR PARKING LOT ISLANDS SHALL CONSIST OF A HOMOGENEOUS 2. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN. UNIFORM PLANE GERMINATION TOLERANCES. J }- MIXTURE OF 3 PARTS TOPSOIL TO ONE PART SPHAGNUM PEAT INSTALLED OVER A 6" WITH NO ABRUPT CHANGE OF SURFACE. SOIL AREAS ADJACENT TO THE BUILDINGS SHALL THICKNESS OF NO. 57 AGGREGATE SLOPE AWAY FROM THE BUILDINGS. 2. ALL AREAS TO BE SEEDED SHALL RECEIVE NO LESS THAN FIVE POUNDS OF SEED PER ONE W = THOUSAND SQUARE FEET.APPLY SEED AND PROTECT WITH STRAW MULCH AS REQUIRED 3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF FOR NEW LAWNS.GRASS SEED MIX SHALL CONSIST OF THE FOLLOWING: 0 ,,,1.71- LL (N SURFACE WATER. MIN.% MAX.% - � 4. PARKING LOT ISLAND SHALL BE BACKFILLED AS PART OF THIS CONTRACT. MIN.% PURE WEED PROPORTION NAME GERM. SEED SEED Q C) SOIL CONDITIONING 30% KENTUCKY BLUEGRASS (POA PRATENSIS) 80 85 0.50 Iii w 0_ Ct GROUND COVER 30% CREEPING RED FESCUE(FESTUCA RUBRA) 85 98 0.50 2 0 0 O 1. OBTAIN LABORATORY ANALYSIS OF STOCKPILED AND IMPORTED TOPSOIL COMPLETE WITH 20% PERENNIAL RYE GRASS(LOLIUM PERENNE) 90 98 0.50 Q �-�/ 0 �j RECOMMENDATIONS FOR SOIL AMENDMENT. 20% ANNUAL RYEGRASS(LOLIUM MULTIFLORUM) 85 92 1.00 CC ❑ 1. SPACING AND VARIETY OF GROUND COVER SHALL BE AS SHOWN ON DRAWINGS. < 2. BEFORE MIXING,CLEAN TOPSOIL OF ROOTS, PLANTS, SOD,STONES,CLAY LUMPS,AND OTHER EXTRANEOUS MATERIALS HARMFUL OR TOXIC TO PLANT GROWTH. 2. MULCH GROUND COVER WITH 2"THICKNESS OF SPHAGNUM PEAT. W 0 Co Q - a C\J 3. MIX SPECIFIED SOIL AMENDMENTS AND FERTILIZERS WITH TOPSOIL AT RATES SPECIFIED BY 3. IMMEDIATELY AFTER PLANTING GROUND COVER,CONTRACTOR SHALL THOROUGHLY WATER PLANTING SCHEDULE 0 VVI.. a 0 THE LAB REPORT. DELAY MIXING OF FERTILIZER IF PLANTING WILL NOT FOLLOW PLACING OF GROUND COVER. 1. ALL PLANTING IS RECOMMENDED TO BE DONE WITHIN THE FOLLOWING DATES. WHEN PLANTING SOIL WITHIN A FEW DAYS. PLANTING OUTSIDE THESE DATES,WRITTEN DOCUMENTATION SHALL BE PROVIDED THAT 4. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT BEFORE FINAL STORE #: 418 4. FOR PLANTING BEDS AND LAWNS, MIX PLANTING SOIL EITHER PRIOR TO PLANTING OR LANDSCAPE INSPECTION. GROUND COVER AREAS SHALL BE WEEDED PRIOR TO APPLYING SURVIVAL OR REPLACEMENT WILL BE ENSURED. NO PLANTING SHALL BE DONE IN FROZEN APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING. MIX LIME WITH PRE-EMERGENT. PRE-EMERGENT TO BE APPLIED AS PER MANUFACTURER'S SOIL. PROJECT #: 04753-029 ISSUE DATE 2/25119 DRY SOIL PRIOR TO MIXING OF FERTILIZER. RECOMMENDATION. NORMAL PLANTING SEASONS SPRING FALL DESIGN MANAGER: JOHN PARK ALL TREES AND SHRUBS MARCH 15-MAY 15 OCTOBER 1-DECEMBER 1 LEEDOAP. 5. PREVENT LIME FROM CONTACTING ROOTS OF ACID LOVING PLANTS. GUARANTEE EVERGREENS APRIL 1-MAY 15 OCTOBER 1-NOVEMBER 15 PRODUCTION DESIGNER: GPD GROUP GROUNDCOVERS APRIL 1-JUNE1 WHEN SOD IS WORKABLE CHECKED BY: 6. APPLY PHOSPHORIC ACID FERTILIZER(OTHER THAN THAT CONSTITUTING A PORTION OF COMPLETE FERTILIZERS)DIRECTLY TO SUBGRADE BEFORE APPLYING PLANTING SOIL AND 1. CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM DATE SEED AND MULCH APRIL 1-MAY 15 OCTOBER 1-NOVEMBER 15 TILLING. OF PROJECT ACCEPTANCE BY THE OWNER. Revision Schedule IRRIGATION GENERAL NOTE Rev Date By Description PLANTING SOIL ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE WITHIN THE RIGHT-OF-WAY SHALL BE --.11. CONTRACTOR SHALL PROVIDE&INSTALL AN IRRIGATION SYSTEM TO PROVIDE 100% FINE GRADED TO MAINTAIN POSITIVE DRAINAGE, HAVE A 4"LAYER OF TOPSOIL APPLIED AND --i• 1. PLANTING SOIL MIX SHALL BE CLEAR OF ALL STONES AND DEBRIS 1"OR LARGER.AND COVERAGE OF THE SITE.AREAS WITHIN 5 FEET OF BUILDING WALLS SHALL BE IRRIGATED BY BE SEEDED ACCORDING TO SPECIFICATIONS ON THIS SHEET. CONSIST OF THE FOLLOWING:25%ORGANIC COMPOST, 75%ACCEPTABLE TOPSOIL. DRIP IRRIGATION OR SIMILAR. CONTRACTOR SHALL ENSURE BUILDING WALLS AND WINDOWS WILL NOT BE DAMAGED OR STAINED BY IMPROPER IRRIGATION INSTALLATION OR POOR ■ SELECTION OF FIXTURES.SYSTEM SHALL INCLUDE ALL APPURTENANCES&BE APPROVED BY SHEET TITLE OWNER. 2. IRRIGATION CONTRACTOR SHALL PROVIDE A METHOD FOR WINTERIZATION.WINTERIZATION LANDSCAPE NOTES SHALL BE PERFORMED BY CONTRACTOR UPON COMPLETION IF SYSTEM IS INSTALLED BETWEEN NOVEMBER 1 AND MARCH 31. SCALE: AS SHOWN 3. G 4. G.C.TO ENSURE ANY AND ALL SPRINKLER HEADS ARE AIMED APPROPRIATELY FOR SHEET NUMBER: LANDSCAPING SO AS NOT TO INTERFERE WITH CUSTOMERS IN DT LANE. L-001 T .� T _ T T T — = — T T T - - - T — T = — _ *** -- lid lid r v • lid 11d 'R - lid l/d lid lid 1/d lid lid lid — ` — ( \ . - — l • lid (A.,e4F-, � �\ 7-Ag r ~)- _ 11 vd lid iikw w Ahi.04 ____________ ..:, ...: rII____ _\_ __, 4DD ( >> � I T , ( 3 Bx 3 Bx Thl I ._-1 28DA '� r (LAWN> 5-Ct 5-Ct (LAWN) Il I _ (LAWN) ' ' 4 .41 60 0 0 0'06060 0 0 0 0 6060 0 0 0060 6 0 , ~� -- -- -"MD - - �- --• -- -- -- -- -� 44, CLAWN> �� moo* :' ---- - • 0 „ • I I ,,' I 1...1 I I J 1 I . _ gala WO 4 , / I0 derl- (LAWN) \\...,.._____ * / D O ..r• L - ,/lbW1 , — ` r ' — ' cm : b `^ti.`i V y ©2017 STARBUCKS COFFEE COMPANY • 1 --��' • .' I r STARBUCKS COFFEE - ii 07 ® . ... ST• T ST L�� ® d + "* -.,' w �® 8-Mr P " �� a 6 Ag ` E 1,1=10' 20 COMPANY r 10-Dc Horizontal Scale in Feet 2401 UTAH AVENUE SOUTH ` / 5 Nd 8 Dc 9-Dc a • . .a . 0 " -"� • �' ° ° - SEATTLE; WASHINGTON 98134 P _ l - aL.. �. • •H Y4 b s . e P . + + + 40.. I 00°A. .... -rte, ` + + y -- ► ►� r L (206) 318-1575 ° + P �/ r ►r �� THESE DRAWINGS AND SPECIFICATIONS ARE — , . . , . . . L- . 0 . —7./ r- - P a u._.. _ 4.—. a ° ; ! ® J OP.}- ,40 P A9 f LAWN- - a a ►� ►�� O O O O O • ® / CONFIDENTIAL AND SHALL REMAIN THE SOLE J164 ° ��.� \ PROPERTY OF STARBUCKS CORPORATION. P , -. • . V IIIrL °- Ib ! a v 7-CdT C WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK THEY SHALL NOT BE • .`A ` `' : \ , ,.�' 9 - - �� , REPRODUCED (IN WHOLE OR IN PART), SHARED 1 P ► + "� IlltelDIMI " agleer • WITH THIRD PARTIES OR USED IN ANY MANNER [ Is _ 1 ON OTHER PROJECTS OR EXTENSIONS TO THIS P ° P b PROJECT WITHOUT THE PRIOR WRITTEN - • CONSENT OF STARBUCKS CORPORATION. . b.. ..a / THESE DRAWINGS AND SPECIFICATIONS ARE 1 �' INTENDED TO EXPRESS DESIGN INTENT FOR A ell, � f PROTOTYPICAL STARBUCKS STORE (WHICH IS ` + , II� 11-Dc SUBJECT TO CHANGE AT ANYTIME)AND DO 0` + ? NOT REFLECT ACTUALSITE CONDITIONS. + u• _ i CO QIT ONS. k +Cry+ j°� P o ° v, �Otl NETHER PARTY SHALL HAVE ANY OBLIGATION • ` W,Q W ID, a ►��►4 NOR LABILITY TO THE OTHER (EXCEPT STATED W .. . . + + o° • g,. a ..... a I ' :- •i►•►�' AFOUL Y EXECUTED) UNTIL A BY BOTH PARTIES TTEN AGREEMENT #S + . .A, 77 ° , , - o ° ►�►�,' I STARBUCKS TEMPLATE VERSION 12017.07.28 I 10 / Y b ' b 1 10 i l' I W p. .> a i, a . //° - --a- o. • . : _,,,! -.13 - •• • • . fit 41 OS% 4 .. ...t. . ..411. diiii .44th' `(1 • . 4.-go ii m ' 1/ ..,5� . � n I I ( .° e - ,� 5-D� GPD Engineering and Architecture l `f A o /s� e• b n � , Professional Corporation git- — i .. • / + ♦ _ b b U _ • 44: + �® e e R O e ■ ■ ° P 5-Ag NIII I' \ 520 SOUTH MAIN ST.. SUITE 2531 4""'� . 71.4), +Jr9-Cd u ' ° - e _ + +' �y�� ❑ �. 13 0" -Ar AKRON; OH 44311 "" # I P 330-572-2100 F: 330-572-2101 b >' �� 4.0)111 I a ° ° a Q �J bGPD PROJECT'-'4'014 NO: 2016355.42 D� , 8 D 0 I I i' • b e. . . VIM 4e4 ■ Ifi Ai 4_k_ 11DA&S 7-PI op PRop e t.,,,. ,,,,,,, .... .,_)p.4_)) / PIL ,..L...!:_'_1(,_ PIL `i:• 'b a:o e ' r 00 CD ik*.' IN *0 ■� ---4. 1 Ar 92464"...,... q ors,,,..:,,,,!•:4, ..dommok s Eu �i�� ■ OREGON: ■WWI viltbi VEP 1' '°' 02/28/1 9 EX5:06/30/2020 uJ ilia 1/ 41111, IIIIIV IIIN CIEL < ,T ---------. C2NA, 11:21 cy, )) /r1 8\,,,i) , r_- --(9 ), tr) \ teo . eee.x„ty„_ \\ C3' it // (W/4 0 elk tow rd aft Go/ u) >.... // ( 2.. , . // , c)111,43 co/ • A ( ° ) / \ dti\ \\ . ) //\\ / 0 slaw / �� r // i ` -� ■co 4 ■`'r, /, co-co/r i� Ciiti0/ LEGEND L1J = \\ ,/,. _ // ,\ // \\0114141• �Jo ,, o o D ff r y , N CN / , +'. O / I // (I / EXISTING TREE AND 0 o ~ 1�� , 1\ �� 1�V/ Iflf /// \ >>D } DIAMETER SIZE �..� Q /// ti1 - w / 0 1111 EXISTING SHRUBS z Iy Q Cr) CI W0 . a o d Ct 0 -- -- --- PROPOSED LANDSCAPE BED EDGE 1 —........ STORE #: 418 IRRIGATION NOTE: \ PLANT LIST GC TO ENSURE ANY AND ALL SPRINKLER PROJECT #: 04753-029 HEADS ARE AIMED APPROPRIATELY FOR ISSUE DATE: 2/25/19 Symbol Botanical Name Common Name Qty. Min. Size Condition Remarks LANDSCAPING SO AS NOT TO INTERFERE 0 0 PROPOSED TREES DESIGN MANAGER: JOHN PARK WITH CUSTOMERS IN DRIVE-THRU LANE. LEEDOAP: PRODUCTION DESIGNER: GPD GROUP Ag Abelia x grandiflora Glossy Abelia 21 24" H Cont. 3' o/c CHECKED BY. Ar Acer rubrum 'Bowhall' Bowhall Maple 4 24" Box Box Specimen Revision Schedule Bx Buxus semervirens 'Suffruticosa' Edging Boxwood 18 24" H Cont. 4' o/c Rev Date By Description ternata 'Aztec Pearl Mexican Ternate Orange 30 30" H B&B 4' o/c ,`1�1� 2 Working Days �� Ct Choisyai g WOW' X11'' Before You Dig 010I© PROPOSED SHRUBS,GRASSES Cd Cotoneaster dammeri 'Coral Beauty' Bearberry Cotoneaster 16 No. 3 Cont. 5' o/c ��CCC/// 0 AND PERENNIALS Dc Deschampsia cespitosa Turfted Hair Grass 43 No. 2 Cont. 2' o/c 11 PROPOSED PLANT Eu Euonymus japonicus 'Aureo-marginates' Golden Euonymus 43 No. 3 Cont. 3' o/c 4� (##-xx SHEET TITLE - \ QUANTITY AND SYMBOL Mr Mukdenia rossii 'Karasuba' CRIMSON FANS Red-Leafed Mukdenia 61 No. 1 Cont. 24" o/c. triangular spacing LANDSCAPE PLAN LAWN PROPOSED SODDED AREA Nd Nandina domestica 'Firepower' Heavenly Bamboo 5 18" H, No. 3 Cont. 3' o/c PROPOSED GROUND COVER, SCALE AS SHOWN PI Prunus laurocerasus 'Otto Luyken' Cherry Laurel 30 24" H B&B 3' o/c + + + + SEE PLANT LIST SHEET NUMBER: Zs Zelkova serrata Japanese Zelkova 2 24" Box Box Specimen L-101 Ibliitt„ iir • ....1111; 114Ik SET TOP OF ROOT CROWN 1"ABOVE FINISHED GRADE, 02017 STARBUCKS COFFEE COMPANY ORGANIC MULCH PER SPECIFICATIONS. ' • REMOVE TOP 1(2 OF BURLAP,TWINE, STARBUCKS COFFEE '166-,1 , ROPE AND BASKET FROM ROOTBALL.� _ COMPANY �� FINISHED GRADE 2401 UTAH AVENUE SOUTH i - 7 • -iii�- SEATTLE WASHINGTON 98134 II- 1r ��-�i it SCARIFY SIDES OF $�i .• 7.01r; 0 •- (206) 318-1575 -_-_I ,IE►�� - �1T PLANTING DOLE. _Ill - IT I--I _� II_11 PLANTING SOIL PER THESE DRAWINGS AND SPECIFICATIONS ARE tI,—mfflffl Illm–,-1.– 1 SPECIFICATIONS. CONFIDENTIAL AND SHALL REMAIN THE SOLE I 2X BALL BREAK 6"SUB-SOIL AS NECESSARY. 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 BALL & BURLAP SECTION ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE SET TOP OF ROOT CROWN 1"ABOVE INTENDED TO EXPRESS DESIGN INTENT FOR A FINISHED GRADE. PROTOTYPICAL STARBUCKS STORE (WHICH IS ORGANIC MULCH PER SUBJECT TO CHANGE AT ANYTIME) AND DO `,', SPECIFICATIONS. NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION FINISHED GRADE NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS –1 ' – �' - �.,.. ..1,=li,=„ice SCARIFY SIDES OF PLANTING FULLY EXECUTED BY BOTH PARTIES. TI–III=III--' = 11 HOLE. STARBUCKS TEMPLATE VERSION 12017.07.28 �i1T-IL-1I I I1=U-I I� -111-11�– 4 1 .1 I I I!f Ilf– ` III= PLANTING SOIL PER –� BALL 2 X BALL SPECIFICATIONS. CONTAINER SECTION "11111111111. ._ GENERAL NOTES: GPD Engineering and Architecture Professional Corporation 1. PRUNE ROOTS IF BALL IS ROOTBOUND. 520 SOUTH MAIN ST.. SUITE 2531 2. REMOVE ALL CONTAINERS AND NON-BIODEGRADABLE BURLAP. AKRON, OH 44311 P. 330-572-2100 F: 330-572-2101 3. WHEN BACKFILLING PLANT PIT, PLACE PLANTING SOIL IN TWO LIFTS. FINISH GRADE FOR LAWN. GPD PROJECT NO: 2016355.42 AFTER FIRST LIFT, PUDDLE SOIL IN WITH WATER TO REMOVE ALL AIR POCKETS. PLACE SECOND LIFT AND CONTINUE TO PUDDLE AND EARTH!SPADE EDGE W 5"-6"MIN.OF �g PRQ • FILL AS NECESSARY. MULCH AT EDGE(FLUSH WITH TOP OF 4' ,GINE. . '„o ti ' tt, 92464P ' }' ORGANIC MULCH PER SHRUB PLANTING DETAIL ORGANIC MULL . .00.-...:,'" r A3 �` N.T.S. • k '4' ��,I!) / p OREGON _ 11.0 /z . k_stel' 02/28.P 9 \ -I - II _ / / / I I f- I I-III-I I I_i \/\\/\\/\\/\ = = ; 11-III }I EITTE j '- _` I l a l lE1 I I I I=1' ESP :0630/2020 \`/\//\//\j\ _ I 11I�I I]- PLANTING SOIL AS SPECIFIED \�\\/\\/\\ _ i I-111=I ILLI /iV\ ITII I I Ii =I i 1= nN/ Q EXISTING SOIL an co NOTES N I$ PRUNE BRANCHES IF BROKEN OR DAMAGED USE WHEREVER MULCHED PLANTINGS TRANSITION TO TURF AREAS, INCLUDING ALL CO GALVANIZED STEEL WIRE,SAFETY FLAGGING AND BLACK TREE MULCH RINGS,SHRUB BEDS, MASS PLANTINGS BEDS, ETC... 111 RUBBER HOSE AS SPECIFIED. Z I — N + PLANT ROOT BALL SO THAT ROOT FLARE IS ABOVE LL N GRADE. EARTH SPADE EDGE DETAIL - ti B2 O v; U en \ MULCH PER SPECIFICATIONS. MULCH SHALL NOT - N.T.S. LIJH`ilopoil TOUCH TRUNK. Q 0 CCO REMOVE TOP 1/2 OF BURLAP,TWINE, ROPE AND 2'-0" R TYP. BASKET FROM ROOTBALL. REMOVE ANY EXCESS SOIL Z �/ O¢ 0 FROM TOP OF ROOTBALL TO EXPOSE ROOT FLARE. I– U U O 1-0" MIN 1=9 0 W O d PLANT PERENNIALS AT THE SAME LEVEL o F- Q co 2"X 4"WOOD STAKE a _ 0 THEY WERE GROWN IN THE NURSERY. ` �L,i, " ' ►._..._:. ::;„.. ,� . .. SII �1._ 'vl_•:•-•• 1 Mil FINISHED GRADE ' liiMiill_ 60°' :li i 418 STORE #: =... :T.:: .��titi;•4 ��• =�;F ii` PLANTING SOIL PER SPECIFICATIONS. PROJECT #: 04753-029 ,•�-.4-4- - - -••�, _ ORGANIC MULCH PER SPECIFICATIONS, III-III--III--11=! ,�A�+�� 1= IIIII- 1TT I I I-fi 1 ITI-11111/7 - '1II111E,I h= I SSU E DATE: 2/25/19 1LC1� i�T ,� i��r–1,, –1,1 „r, –1 li ,li" SCARIFY SIDES OF PLANTING HOLE DESIGN MANAGER JOHN PARK LEED®AP. 2X BALL DIAMETER BREAK 6"SUB-SOIL AS NECESSARY j . PRODUCTION DESIGNER GPD GROUP )1/ ` CHECKED BY, • 17FINISHED GRADE \vV vN i / Revision Schedule GENERAL NOTES: _ ,�€ii_,.,_. 110i, aR Rev Date By Description 1. IF ROOTBALL IS WRAPPED IN NON-BIODEGRADEABLE BURLAP,REMOVE ENTIRE WRAPIlly AFTER PLACED IN PIT. /j"----- PLANTING SOIL MIXTURE PER SPECIFICATIONS. 2. WHEN BACKFILLING PLANT PIT, PLACE PLANTING SOIL IN TWO LIFTS.AFTER FIRST LIFT, PUDDLE SOIL IN WITH WATER TO REMOVE ALL AIR POCKETS. PLACE SECOND LIFT AND CONTINUE TO SPACE AS PUDDLE AND FILL AS NECESSARY. �INDICATED SHEET TITLE: SHADE TREE PLANTING DETAIL PERENNIAL PLANTING DETAIL LANDSCAPE DETAILS Al N.T.S. Bl N.T.S. SCALE: AS SHOWN SHEET NUMBER: L-501 BUILDING DEMOLITION NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE ORjiii 11111; PRECLUDE FOLLOWING DESIGN INTENT, GENERAL = CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. NOTIFYU STARBUCKS CONSTRUCTION 4 AI MANAGER IF EXISTING CONDITIONS DEVIATE FROM CONSTRUCTION DOCUMENTS. Q C. FOR EXISTING WALLS TO REMAIN -PATCH AND REPAIR AS ©2018 STARBUCKS COFFEE COMPANY REQUIRED TO PROVIDE A SMOOTH, PAINT READY FINISH. D. DEMOLISH EXISTING WALLS AND DOORS AS DIRECTED. STARBUCKS° 2401 UTAH AVENUE SOUTH E. REMOVE ALL FLOOR MATERIALS INCLUSIVE OF SETTING BEDS, SEATTLE, WASHINGTON 98134 SUBFLOOR MATERIAL ETC. REMOVE MASTIC TO PROVIDE A (206) 318-1575 CLEAN FLOOR THAT IS ACCEPTABLE TO THE SUBCONTRACTOR INSTALLING NEW FINISH MATERIAL. THESE DRAWINGS AND THE PROJECT MANUAL F. DEMOLISH EXISTING GYPSUM WALL BOARD, CEILING ARE CONFIDENTIAL AND SHALL REMAIN THE TILE, GRID AND/OR OTHER CEILING FINISH AS SOLE PROPERTY OF STARBUCKS DIRECTED TO PROVIDE FOR NEW CEILING READY CORPORATION, WHICH IS THE OWNER OF THE CONDITION. COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), G. REMOVE WALL FINISHES THROUGHOUT DOWN TO EXISTING SHARED WITH THIRD PARTIES OR USED IN ANY STUDS. TYPICAL. MANNER ON OTHER PROJECTS OR 7'- 10 1/2" EXTENSIONS TO THIS PROJECT WITHOUT THE 3' -2 1/4" 3'- 10" TO EDGE OF EXISTING H. REMOVE EXISTING LIGHT FIXTURES, EQUIPMENT AND PRIOR WRITTEN CONSENT OF STARBUCKS i �r �r / /! POWER LINES AS DIRECTED. CORPORATION. THESE DRAWINGS AND MULLION-V.I.F. SPECIFICATIONS ARE INTENDED TO EXPRESS 16 I. REMOVE EXISTING PLUMBING FIXTURES AS DIRECTED. DESIGN INTENT FOR A PROTOTYPICAL 0 0 GI 0 0 CAP LINES AS DIRECTED FOR THOSE NOT BEING STARBUCKS STORE (WHICH IS SUBJECT TO �y�f`/ / RE-USED. CHANGE AT ANYTIME)AND DO NOT REFLECT r�/ ----_ _- �i��///��// � T ap-- --- 4,//((p----- -- 4//// ACTUAL SITE CONDITIONS. NEITHER PARTY 1 r� ( J. LOCATE AND REMOVE EXISTING DRAIN LINES UNDER SLAB. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO I L 1 PATCH AND REPAIR SLAB AS NECESSARY TO RECEIVE NEW THE OTHER (EXCEPT STATED ABOVE) UNTIL A L __� FINISH. WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. l/ II. K. DEMOLITION PLANS REPRESENT APPROXIMATE LOCATION OF / III EXISTING WALLS TO BE DEMOLISHED. FIELD VERIFY TYPE OF 1 STARBUCKS TEMPLATE VERSION 12018.10.16 I -�� III CONSTRUCTION AND HEIGHT OF WALLS. PLANS DO NOT III NECESSARILY INDICATE ALL DEMO WALLS, COUNTERS, 0 CIO 000 HANDRAILS, WALL PROTECTION, CLOSETS, SINKS ETC. PRIOR - I I 000 TO DEMOLITION, FIELD VERIFY THAT WALLS TO BE REMOVED I J I 0 11 DO NOT PROVIDE SUPPORT FOR EXISTING BUILDINGELEMENTS I AND EXISTING CONSTRUCTION TO REMAIN. NOTIFY n&IIII44:\ --1- -F-___ � O I STARBUCKS CONSTRUCTION MANAGER IF DEMOLITION WALLS \\ CO 0 I � SUPPORT EXISTING BUILDING ELEMENTS. GPD Engineering and Architecture 0j -- ID __� \ --,I I 1 Professional Corporation II ' L.. THE GENERAL CONTRACTOR SHALL PERFORM WORK IN A 520 SOUTH MAIN ST,SUITE 2531 11 MANNER THAT DOES NOT DAMAGE THE EXISTING STRUCTURE. AKRON,OH 44311 �� III1 P:330-572-2100 F:330-572-2101 II 0 1111 DEMOLITION SHALL NOT COMPROMISE THE STRUCTURAL .1 I f II 1111 INTEGRITY OF ANY WALLS, FLOORS, CEILINGS, SUPPORTS, / II Lk_ 111 STRUCTURE, ETC. TO REMAIN. GPD PROJECT NO: 2016355.42 ///////// ///// � -, 1111 1111 1 �\ 1111 �DAR I I I 11 \ , ~,littltI{S. fi:11,0I'i,K t�-c1 5'_g f l I I II -____� � 15 I I I U � _ %/ SHEET NOTES AKRON, OH ,rte-; ��_` L_I 1 j- -I/// • N0. 603€; • �N / I I 1. REMOVE EXISTING FLOOR FINISH TO EXPOSED \� _ --� 9 L CONCRETE, PATCH AND REPAIR AS NECESSARY TO �' 2 �1 000 \ -_---� -- -'�/� RECEIVE NEW TILE FINISH, COORDINATE WITH 011 -'��i 1 PROPOSED PLANS. itigh 1 `� irt F moi/ I F 0 2. EXISTING WALL TO BE REMOVED, PATCH AND REPAIR IJP II 1 ' I I I ( 0 L------1/'/ EXISTING WALL AND FLOOR AS NECESSARY. 1 I I 11 �T- � r----1- I �T J L j 1 1 r/% 1-- 1 3. REMOVE EXISTING DOOR AND FRAME. III O I LI 1 % _ I I 0i 1 - - L-- I rip I I I- ( 4. REMOVE EXISTING PLUMBING FIXTURE AND CAP THE 15_L -T-.----- ,_,_----__ 1 [____///// ____� SANITARY LINE BELOW SLAB. REPAIR AS NECESSARY. Ct 1 0 ��- -1� 1 V.I.F. 1\ 5. REMOVE EXISTING ELECTRICAL EQUIPMENT. a �� ,�/ 20 ,�N // 6. REMOVE ELECTRICAL DEVICES THROUGHOUT AS �'�( PJ Q tx / -- ' �,,.._ ..f REQUIRED. PATCH AND REPAIR ADJACENT FINISHES 0Ilt = y~~~ 411 � �,- -W� AS NECESSARY. \\\ / \\\ 7. REMOVE EXISTING DOOR AND STOREFRONT.CC 1 1 / / PREPARE TO RECEIVE NEW STOREFRONT ENTRY W -! ---_J L___- ----_1 SYSTEM. z / C I i 1 -� U 21 IIII ILII 8. REMOVE EXISTING FURNITURE AND CASEWORK.1111 Ilk CNV s 1 j i 0 zR3 iti III - 11yy 9. REMOVE EXISTING TELLER WINDOW. 0N. to W O 1 - __ ___ ---- -=�Li u; C3} a) I %/ j i 3\ - 10. REMOVE EXISTING WINDOW AND PORTION OF WALLFi" W Q f I IIID BELOW. PREPARE EXISTING OPENING TO RECEIVE W cC Q" Oma" J zo Illi' GI NEW WINDOW AND FLASHIING. Q ft a ".,. 0 oz 10 2 IIII L <c 11111 11. REMOVE DT CANOPY IN ITS ENTIRETY. z < 0 CD IF 03 T - �O W�� -1 12. REMOVE EXISTING DOOR. INFILL OPENING PER DETAIL. W W III'1 000 00 O 0„ 111c_ IIII 0 No IF M �D AI 13. REMOVE EXISTING ATM/DEPOSIT BOX. 0 0 CNN 0 A ill, F-- Lr) II 1111 14. REMOVE EXISTING BRICK VENEER AND FRAMING. EXISTING STEEL COLUMN TO REMAIN. EXISTING ROOF p O 11 1 DRAIN LEADER (WHERE OCCURS)TO REMAIN - STORE #: 418 cn cn II 77-�1 I ( 1111\ 10 PROTECT DURING DEMOLITION. PROJECT #: 04753-029 E / L -r-r----J 1111 15. EXISTING ACCESS LADDER AND PORTION OF EXISTING ISSUE DATE: 02.25.19 SUBMITTAL D ! 1111 WALL TO REMAIN. DESIGN MANAGER: JOHN PARK t.) I LEEDDAP: O i 2 Iiii +--_ 111 0 RECEIVE NEW DOOR. PROVIDE NEW HEADER AND PRODUCTION DESIGNER: GUY RIPLEY ------1 111 16. REMOVE PORTION OF EXISTING WALL. PREPARE TO = CHECKED BY: -5_ 1 I LINTEL PER STRUCTURAL. ' N 1 1 1 Revision Schedule CD I I I I 1111 II 17. REMOVE EXISTING STOREFRONT/ENTRY VESTIBULE. N I 1I I a� j r---i I e "r =-_� _1 1 c a I railI 18. EXISTING VAULT TO BE REMOVED. Rev Date By Description WI L,-L //� L--J U 19. REMOVE EXISTING WINDOW AND WALL BELOW. 10 20. REMOVE EXISTING GYP. BD. FINISH THIS SIDE OF WALL. 21. REMOVE EXISTING STOREFRONT SYSTEM. - I 2 SHEET TITLE: a- CV DEMOLITION FLOOR BUILDING DEMOLITION PLAN 2' 4' 8' 0 PLAN 07 Scale: 114"= 1'-0" �� SCALE: AS SHOWN r Scale:1/4"=1'-0" a SHEET NUMBER: L N N DEMOLITION REFLECTED CEILING PLAN NOTES 44" A. IF DURING DEMOLITION CONDITIONS ARE REVEALED 5 THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION *I1 AO 111111111 MANAGER IMMEDIATELY. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE lik INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. 0 C. REMOVE EXTRANEOUS EQUIPMENT AS NECESSARY. 02018 STARBUCKS COFFEE COMPANY Q. DEMOLISH AND REMOVE SUSPENDED ACOUSTIC LAY-IN, STARBUCKS® SPLINE OR GYPSUM/PLASTER CEILING INCLUSIVE OF HANGERS AND CARRYING CHANNELS, WIRES, CABLES, 2401 UTAH AVENUE SOUTH CONDUIT, ADHERED CEILING TILES, FLEX CONDUIT, SEATTLE, WASHINGTON 98134 ELECTRICAL BOXES, SMOKE DETECTORS, LIGHT FIXTURES AND WIRING, DUCT WORK, PIPING AND (206) 318-1575 SUPPORT HANGERS. CUT HANGERS FLUSH. SPACES RECEIVING WALL DEMOLITION WILL ALSO HAVE CEILING THESE DRAWINGS AND THE PROJECT MANUAL DEMOLITION UNLESS OTHERWISE NOTED. ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS E. DEMOLISH EXISTING WALL FINISHES AS NECESSARY. 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 ` SHEET NOTESMANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS 1. REMOVE EXISTING CEILING, LIGHTS, WIRING, CEILING CORPORATION. THESE DRAWINGS AND FANS, DUCTWORK, DIFFUSERS, ETC. PATCH AND SPECIFICATIONS ARE INTENDED TO EXPRESS REPAIR WALLS AS NECESSARY. DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO 2. EXISTING ROOF ACCESS HATCH ABOVE TO REMAIN. CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY j/ r; .,0V/4/ 3. REMOVE EXISTING DRIVE THRU CANOPY, FRAMING, SHALL HAVE ANY OBLIGATION NOR LIABILITY TO F" EE/.!/i�'/EEEEEEEEEEEEE �EEEEEEE /i / / i '///17// i '�T I --_ -HE --- I�,• - r-_,. 1 LIGHTING, ETC. THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY iE -4 j &A I j 4. REMOVE EXISTING GYP. BD. SOFFIT, LIGHTING AND BOTH PARTIES. I I L_.,_1` VENTS. SEE STRUCTURAL FOR DEMOLITION FRAMING - I� I I ��_ _�� II INFORMATION. STARBUCKS TEMPLATE VERSION 12018.10.16 E I I III I 1 n II E I I l 11 1041 Ader/.1°11°M.A I I I)- 11 —� ill Hi I 1=06 III GPD Engineering and Architecture ,� it i I' Professional Corporation !�f I U ===_:=D �� I�' III 0 —^�_' II III 1 520 SOUTH MAIN ST,SUITE 2531 N,OH 44311 I �'=��_�� 111 P:330-572-2100 F:0330-572-2101 IT __ _ in ai E �� -1.'1' GPD PROJECT II0 IIII II NO: 2016355.42 /////////77,A -- ---____LJ iii ��D C' 111 tet-./ °Y:a 1 1 1 1 U AAAI S.SALOPEK m r 11 jE I I E7..-..:::=._D _�3 1 - AKRON, OH ,.-`i, jI I I _ • NO. G03€; • �' I I O2/28/19 1 1 1 1 I I 11 C 7 .II i LArgo , ,N L---J L_--J 42' I I 1 E_=al-=_EI E_=� =EEI iE h 0 I--- _- J L I I 7 W II —_-1 I/ I E�i i Cr II L J Q I „../.4, 11 , co -r — I l -� 1 I N W -i � I I 0 It Q E E_= =2_�� I = I 1 C./) ›" (/) 0 71.11 0 c� c� / I 0 I 1 i I z U 'd' i L— N ;III, C_:-.-7-----Z -------2.7___� AI r- I III, 111 cn rn (/} !_-�_ ---�—_ 1111 1111 a . . F V di al n (t 0 1- 1111 d a > 0 % O 1111 Q (/� 0 i^� 1111 �, - 't. 1111 0 0 o W 0 W oQ 1i 1 1111 � 3 04 II 0 I _ Illi H I! Ii �� -..-1-_ 1) EE=� -EEI IIv F II - 0 ill I; 0 1i iIII STORE #: 418 D 11 1 It CP PROJECT #: 04753-029 E i II 1111 0 « ISSUE DATE: 02.25.19 SUBMITTAL 0 0 0 0 j^1 I 11111 111 DEEDQAPESIGN ANAGER: JOHN PARK LSI 111 PRODUCTION DESIGNER: GUY RIPLEY a CHECKED BY: 111 II / --� I II Revision Schedule -IS I I II 11-2 • I I J 11' Rev Date By Description L /� Li 0 �� / I I �/ 1 r — 1, �; II :� -- - ///E//E/E/////E////EE///EE/ EE I HE HE EE- rill L 'J 1 I 2 SHEET TITLE: CL DEMO REFLECTED REFLECTED CEILING DEMOLITION PLAN 1 2 8' 0 CEILING PLAN t`-; Scale.VC=1'-0° SCALE: AS SHOWN Q3 E:, SHEET NUMBER: CON N ROOF PLAN DEMOLITION NOTES *If* A. IF DURING DEMOLITION, CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR Aiilr ; . 1411k PRECLUDE DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. C. PATCH ANY HOLES IN ROOF DECK WITH EQUIVALENT CI THICKNESS CDX PLYWOOD. ©2018 STARBUCKS COFFEE COMPANY STARBUCKS® 2401 UTAH AVENUE SOUTH SHEET NOTES SEATTLE, WASHINGTON 98134 1. REMOVE EXISTING ROOFING MEMBRANE AND (206) 318-1575 ACCESSORIES. PATCH/REPAIR EXISTING ROOF DECK AS NECESSARY WITH MATCHING MATERIAL. THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE 2. REMOVE EXISTING MECHANICAL UNIT AND CURB. SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE 3 REMOVE EXISTING METAL COPING CAP. TYPICAL. COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), 4. REMOVE EXISTING CANOPY AND ROOFING IN ITS SHARED WITH THIRD PARTIES OR USED IN ANY 23' - 0" (V.I F.) ENTIRETY. MANNER ON OTHER PROJECTS OR ® ! _ EXTENSIONS TO THIS PROJECT WITHOUT THE `�,�, 5. REMOVE EXISTING EXHAUST FAN. PRIOR WRITTEN CONSENT OF STARBUCKS . DRAWINGS AND CO 0 0 6. EXISTING ROOF HATCH TO REMAIN. SPECIFICATIONS CORPORATIONARETHESE INTENDED TO GEXPRESS • dt DESIGN INTENT FOR A PROTOTYPICAL 7. EXISTING ROOF DRAINS TO REMAIN. STARBUCKS STORE (WHICH IS SUBJECT TO -__--__ CHANGE AT ANYTIME) AND DO NOT REFLECT II . � 01( 8- REMOVE EXISTING METAL COPING CAP AND TOP ACTUAL SITE CONDITIONS. NEITHER PARTY PLATE. PRESERVE AND PROTECT EXISTING SHALL HAVE ANY OBLIGATION NOR LIABILITY TO - _� - . -��J ---- �� ` -_ O SHEATHING ON INTERIOR/ROOF SIDE. THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY .!- �� 5 411. • 9. EXISTING STANDING SEAM ROOFING AND FRAMING TOBOTH PARTIES. O CO REMAIN- PRESERVE AND PROTECT DURING - II r -- , DEMOLITION. I STARBUCKS TEMPLATE VERSION 12018.10.16 I �I0 0 I II[ \yip 10. EXISTING CRICKET FRAMING TO REMAIN. I II j PATCH/REPAIR AS NECESSARY. 11. REMOVE PORTION OF EXISTING PARAPET. CUT O FRAMING TO MATCH ELEVATION OF ADJACENT ._ 1 II PARAPET AND PROVIDE NEW TOP PLATE_ I GPD Engineering and Architecture I O 12. REMOVE EXISTING FLOODLIGHT AND PRESERVE FOR Professional Corporation REINSTALLATION. GC TO EVALUATE CONDITION OF 520 SOUTH MAIN ST,SUITE 2531 / 1 EXISTING WIRING AND REPLACE AND/OR UPGRADE AS AKRON,OH 44311 A REQUIRED. P:330-572-2100 F:330-572-2101 � i O I GPD PROJECT NO: 2016355.42 I -,gJD ARS I © U MARKS. SAI,Opi''.K to .._; II N II 11 I • NO. G036 •11 I. 1 I © tp,,.-- 02/28/19 I 0 'lily, is!A Irr � III 7♦ - I r �� ,� I I I II I (\ ,!=___, I I II , II I II ' EI N �, 0 11 I II f IX tzs) v v I 1 1 I o A I D CO i 1 0 It Q 1 1 _ (J) >- ctW I II o11 I Z I II 1 + — 21I. i U N @ i LL N I / C9� / 0 u, U o,- a) O �� r • 1 Co O -� � ❑ 0 0 I- 0 0 12 I Z LL < C!) ❑ a, Ili v Q v O CZ F- i w UfLIJ OQ N 0 p COL' V c) I I 0_ H a = H I I o� I STORE #: 418 c : PROJECT #: 04753-029 1 ISSUE DATE: 02.25 19 SUBMITTAL E I Ir II DESIGN MANAGER JOHN PARK co 1 I II LEEDOAP: 0 PRODUCTION DESIGNER: GUY RIPLEY 0 I j 1, I 1 I I CHECKED BY a' �� i - \ \ - .Q- II , II II U II � � L . III / II � I _ Revision Schedule i -�--- - --- ---�-- - �- -_I / ♦ II _ _ v_,- J Rev Date By Description a) co I 0 23' -0" (V.I.F.) U .' / 8 ;,1 CD ROOFDEMOLITION ROOF DEMOLITION PLAN I 2' 4' 81 PLAN r---: "� 61=L J. 0 SCALE: AS SHOWN O) �� Scale: 114" - 1'-0" T Scale:114'=1-0' CS SHEET NUMBER: N_ N D103 (N EXTERIOR ELEVATION NOTES *tee A. IF DURING DEMOLITION CONDITIONS ARE REVEALED *PIP IMP.;11 1111* THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK- C. FOR EXISTING WALLS TO REMAIN - PATCH AND REPAIR AS C@ 2018 STARBUCKS COFFEE COMPANY REQUIRED. D. GC TO PRESERVE ANY (E) BRICK VENEER REMOVED FOR STARBUCKS® FUTURE USE. 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 SHEET NOTES (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 1. (E) EXTERIOR FINISHES TO REMAIN. TYP. PATCH AND ARE CONFIDENTIAL AND SHALL REMAIN THE REPAIR AS NECESSARY. SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE CO3 0 2, REMOVE WINDOW AND PORTION OF WALL BELOW. COPYRIGHT IN THIS WORK. THEY SHALL NOT 30 i BE REPRODUCED (IN WHOLE OR IN PART), =a___ _F-- 3. REMOVE METAL COPING CAP, TYPICAL. SHARED WITH THIRD PARTIES OR USED IN ANY ' L _-_ MANNER ON OTHER PROJECTS OR F - c �_-_.� _____ - -- - -- 4 REMOVE VESTIBULE. EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS =est, . . � ' . ' . 1 . ' . ' . I . ' . 1 —!rte �_ .� ' . ' � ' . 1 � ' . . ' . I . ' . 1 , ' . ' . I- 1 . �-' . . I . ' . i , ' , ' . r . ' � ' . . 1 ! . .I-., ' . ' . 1 . i .... . 1 . ' , i.... I . , �,moi: 1 I ] I I 1 I I `-�_-�1 1 I __I I I I I I I I I I I I 1 I I I 1 I 1 I I I I 1 l_ 1 I I I I I I I ! If 1 ' i 1 1 , ' 1 1 , l 1 1 , 1 , 1 1 ' , 11 ' 1 ' ,_1-7------ -___ ' 1 1 1 ! 1 1 1 1 1 1 1 1 II -1 11 � r 1 I ' 1 1 III ! ! 1 ! ! 1 1 1 1 1 1 5. REMOVE EXISTING BRICK VENEER, COPING CAP, TOP PLATE CORPORATION. THESE DRAWINGS AND 1 ' f I I l_.� L` T AND SHEATHING ON EXTERIOR SIDE OF PARAPET. EXISTING SPECIFICATIONS ARE INTENDED TO EXPRESS I J I 1 1 1 '-_1 I 1 1 1 ' 1 1 1 I..IEI I I 1 I .�r._..I ... 1 [ I I rT%'--�I 1 r I 1�� 1 1 I 1 1 f 1 I 1 L 0 I ! 1 1 =� i ' ii PARAPET FRAMING AND INTERIOR SIDE SHEATHING TO DESIGN INTENT FOR A PROTOTYPICAL 1 1 _ rl REMAIN. PRESERVE BRICK FOR PATCHING/INFILLING WHERE STARBUCKS STORE (WHICH IS SUBJECT TO I 1 , I ! I 11 I 111 I I T T ,-- 1 1 , �, r 1 NECESSARY. CHANGE AT ANYTIME) AND DO NOT REFLECT �� - T I , i I I I I I I I I I IN . -- --;' 1 ' 1 ' 1I1 ' : 1 ' 1 ' r ' r-T, '' 1 '-T=1 ' 1 1 1 1 ' 1 ` I ' i I ' I I ' I ' 1 1 ' 1 ' 1 1 ' 1 • 1 ' r ACTUAL SITE CONDITIONS NEITHER PARTY 1 1 !I 1 ' 1 ' ' I • I 1 I I 1 I 1 I I 1 : 1 ' 1� 1 I I III 1 1 1`1 1 ' 1 ! 1 i I ' T ' IE E _ ,_ -. Luiri 6. REMOVE DRIVE-THRU CANOPY AND EQUIPMENT. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A 0 7. REMOVE BRICK VENEER AND PIER FRAMING. WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. 8. REMOVE ATM. 1 I STARBUCKS TEMPLATE VERSION '2018.10.16 1 -----R I 9. REMOVE PORTION OF EXISTING WALL. I -1--- r r---- r---- ----� i :I i T I 10. EXISTING GAS METER TO REMAIN. 1 I 111 //// I \\\\ 1 11 1 ' .11111 7 1 I I Ti , 1 11. EXISTING RTU TO BE REMOVED. I r 1 / I \ i I1 ' 1 1 11 ' ' 1 I ' ' I I ._ 0 i // I \\ L ` � 1 ' 1 ' - 12. EXISTING STANDING SEAM ROOF AND FRAMING TO REMAIN. 4 II ' , ' , I ' ' ! L I ' ' I I ' ' F ■ I / I \ l� 1 GPD Engineering and Architecture �I 1 `' r, i ` 0 13. EXISTING STOREFRONT WINDOWS TO BE REMOVED. ■ I '! ,� - �f 1 Professional Corporation �k\ 1 / ]J ��L1�1 ' I 1 yF� PREPARE OPENING TO RECEIVE NEW STOREFRONT 520 SOUTH MAIN ST.SUITE 2531 0 _., • L ---- SYSTEM. AKRON,OH 44311 ■ I \\ II I u // �`, a - 1 I ! ' f I ! I 1 , _' P:330-572-2100 F:330-572-2101 //j \\ 1 // -r- ,'�J % 14. REMOVE PORTION OF EXISTING PARAPET GUT FRAMING TO J I I1 1 I I ' ..I I i , , 1 , , 1 1 I I ��/ t MATCH ELEVATION OF ADJACENT PARAPET AND PROVIDE GPD PROJECT NO: 2016355.42 . 0 I I 1 J- r ! , V I [ rTf---r ` , I I -fir- I r r O ,.�1 =mi. /44 NEW TOP PLATE, ((r R 1 = 1----- L._��- I I F �' 1 I_ Q�LJ A !! 3 3 I 3 { I ! - E 1 I I 1 1 1 I 1 ' li-----� 1 ,_I i.T-7. r t.r...1�_T-'� r I ' 1 -_T- I I I i I I ' [ � I I f 7 1 f _ 1� N 1 . I. 15. REMOVE EXISTING FLOODLIGHT AND PRESERVE FOR $ REINSTALLATION. GC TO EVALUATE CONDITION OF '4�'3 �f� 0 0 0 0 EXISTING WIRING AND REPLACE AND/OR UPGRADE AS c) MARK S.&.\LOPI;K rrt REQUIRED. AKR(Y, 01- H • NO. 603Fi • �� NORTH ELEVATION DEMOLITION _ - `›, �� 02''28/`1 9 Scale: 1/4"= 1'-0" 0....,-- i/I . . , ..... .:,AA, ,r LLI a, Q co ofD N Et 0 It = U) >-- EL LLIo 0 0 CO 0 z s OI 12 .�„,i L• U N 03 � F 1 N '0-ry a l T IF 0 0 . 0 ' ` �J - t I I I I I I 1 I i 1 I ' I i ] I I I ' "'� ITIS I f I I I I i I I yJ T a) a) II I 1 1 1 I I 1 1 1 ! i ! , 1 ! 1 - , 1 ! 1 1 1 1 1 1 1 I 1 r II I I 1 I I } I I I 1 i k I . 1 , 1 1 1 I I 1 1 F I I I I 1 r I 1 1 f I I I 1 1 I I 3 I I I I I' A' E 1 I I I I [ 1 E - I t t ' I i t ' 1 I I 1 1 I 1 - I 1 I I I 1 1 I I I 1 1 ' 1111111 1111 ' I I 'f 1. �l/ I i I I I 1 1 : I I I 1 I I i I I I I r ZYT ! H I I I I I I I - I I 1 i�� _ t I 1 I I I I I I I I S 1 1 1 I I I I I t 1 I I I I I I I ' 11 I t 1 I 1 1 3 I I I I I Y I 1 I ! -' I I I I I I I I ! 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I ' ' ' l 1 ' ' 1 I ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' I •' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' CI- l' CO I I r 1 1 1 1 I I I 1 1 1 I 1 I I ' I I ' I ! I I I ' ' I I ' I r�I 1 in 1! ' 1 ' 1 , I ' 1 1 i . Ai i 1 ' , 1 1 1 ' I ' 1 ' , ' , ' 1 ' 1 , ' T ' I I ' ' 1 1 1 ' ' I ' ' I I i ' I ' i ' 1 1 1 1 1 ' I l ' I ' 1 ' 1 ' 7 ' 7 1-..-.--TTS I��'T'T'1r r T I , I� I f 1 ' I , i ' I I A I II t 1 1 t r' I 1 I I I __�--_�� .�.-_-.-- I { �1 I r I I I I I I I E I I I t I 1 1 I 1 I 1 1 1 1_ II 11111€Illl.7llll(lli IIIIII(Illll.11i.11l.11l.11l-IIIRI_I I,III_IIII 11111111I r_IIIIIL�I STORE #: 418 c) E U 1 I L J , , 4 _ -i , 3 11 I 1 1 I ] 1 I I I 1 I I I I I I 1 1 I I 1 I I I I 1 I I I I I I co I' ' , 1 I ! ' ! ' ! ' 1 ' 1 I ! , E ' PROJECT #: 04753-029 TI ' 1111111 11 1 ' I ' I ' ' r I ' ' I 1 ' I I ' �� I f 1 -II I 1 I I I 1 1 I I f I I I. I I—; ISSUE t • I' ' ' 1 ' ! J •�� 1 �/ ;II DESIGN MANAGER aOHN PARK 2.25.19 BMITTAL 1 I ' I ' ' i 1! I I 1 1 1 1 1 I I i ' 1 1 1 ' , 1i�� U I I I 1 I I I I I 1 I I I I I I LEEDO AP: I I 1 I I I I I 1 1 I 1 , , 1 1 1 1 0 0 I O 11 13 " 1 1 1 1 ' II PRODUCTION DESIGNER: GUY RIPLEY ❑ 1 1 I 1 I f I , I 1 1 1 1 1 1 , 1 1 1 1 1 , , 1 1' 1 1 11 , , 1 I i 1 I 1 I I I £ 1 i I I i 11 i i , 1 I ! 1 1 1 1 1 I I !: I I I I I I I �^ I I ii CHECKED 7..7 Y: C I I F , ! I �� ! 1 1 I •L I`J �/..../7 ^ �� I , , I 1 I _ _ _ �� , i , i , I , I 1 I I , O I , , Revision Schedule cn _ ,ti !! 'i I 1-L--1-__I -L 1 1 -i..• 1 1 ! , 1 1 1 1 1 r 1 1 1 1 ■ r ! 1 1 ! r7 1-7 r--I I 1 I 1 1 1 1 f 1 . 1 J . 1 t L jillir f I I I 1 1 I I 1 , h� I I '^ 1` I I I I I I I I V/ f ' ' r I ' I ' I ' I ' I ' 1 ' I ' I i ' I I ' I ' -` I -' 1-'.1.. 1 I 1 _ I i F (� o r N ' =. 11 , 1 I i 1 1 � I I I I Rev hate 1�y Description - /I I I I I I I i I ' I ! I I I I V i 1 I I I I I I �_■�■ 1 f--T - 1 1 ,1I I I I I 1 I I I I I l I I f I 1 I I I I I I ! 1 i , , 1� __ 1 1 i IE I I I I I , I I / I I I 1 I __-_I I I I_- t I 1 1 I I I I 1 I I I I I ■ I I 1 11 I 0 1 I I I 1 I I f I I ] i I ] I 1 /1 3 1 ' I , 1 !I I I it I 1 T 1 3 1 1 I 3 I , ! I F 1 1 I 1 I I f 1 I 1 I ii U r - !I I I 1 1 1 1 ' ' ' ' I ` I ! I 1 I I 1 1 0 0 SHEET TITLE: WEST ELEVATION DEMOLITION EXTERIOR ELEVATION 2/1 scale- 1/4"= 1'-0" 1-__ DEMOLITION co SCALE: AS SHOWN 0) I 2' 4' 8' N 1 SHEET NUMBER: CO Scale: ua^=r-o° D 2 O N N EXTERIOR ELEVATION NOTES 4t4f A. IF DURING DEMOLITION CONDITIONS ARE REVEALED '" ' 191k THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE ORAollir • PRECLUDE FOLLOWING DESIGN INTENT. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK 0 C FOR EXISTING WALLS TO REMAIN - PATCH AND REPAIR AS ©201SSTARBUCKS COFFEE COMPANY REQUIRED. D. GC TO PRESERVE ANY (E) BRICK VENEER REMOVED FOR STA RB U C KS® FUTURE USE. 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 SHEET NOTES (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 1. (E) EXTERIOR FINISHES TO REMAIN, TYP- PATCH AND ARE CONFIDENTIAL AND SHALL REMAIN THE REPAIR AS NECESSARY. SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE 2. REMOVE WINDOW AND PORTION OF WALL BELOW. COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), © • 11 0 0 3. REMOVE METAL COPING CAP• TYPICAL.. SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR _ �_ T14. REMOVE VESTIBULE EXTENSIONS TO THIS PROJECT WITHOUT THE ® ----._-.._._ �� -I� r ll _ � --.------- ----,_--. - PRIOR WRITTEN CONSENT OF STARBUCKS mm- - "�--'� ` "_ aaxis • 5. REMOVE EXISTING BRICK VENEER COPING CAP. TOP PLATE CORPORATION. THESE DRAWINGS AND 1-_-1 '---- AND SHEATHING ON EXTERIOR SIDE OF PARAPET- EXISTING SPECIFICATIONS ARE INTENDED TO EXPRESS F I ' 1 i I ' r 1 1 I ' , ' I 1 [ . 'r 11 1 1 1 t H I ' ' I ' I ' I ' I I 11 I I I I ' T ' 1 ' r I r ' ' ' -T` , ' 1 ' ' I ' , ' ' ' ' F ' ' ' 1 1 1 1 PARAPET FRAMING AND INTERIOR SIDE SHEATHING TO DESIGN INTENT FOR A PROTOTYPICAL I .. ... ' I I ! I I I - .-- 1 1 1 I 1 4 F I I 1 I I 1- -�I V I I ' I , I L I r -r- f I T 1 1 -- ` 1 4-'- � ' ' i 3 1 T� ,� yL I 1 REMAIN. PRESERVE BRICK FOR PATCHING/INFILLING WHERE STARBUCKS STORE (WHICH IS SUBJECT TO • 1 1 1 , 1 " T I 1 I I I T... r r I -- I 1 1 I 1 'I I 1 I I I —I1 -,-. -1 , - ,11 1 ' 1 1 1 1 yL F , -T I_ r - r [ I I I , I 1 1 1 I f I1 r (�� 1 I I I I E I I I I ! I I l I I I L- 1 I I I.-�� I i I 1 1 1 I l ,l l 1 E I I I f I I 1 I 1 I 1 I 1 r 1 1 1 1 1 1 1 1 1 1 T Tom' ' 1 1_F l I 1 i ' �i 1 r- _ NECESSARY- CHANGE AT ANYTIME)AND DO NOT REFLECT hh--'1-- rr 1 , 1 1 1 • 1 E 1 , i I J_' y- -- ��" ' ' ACTUAL SITE CONDITIONS. NEITHER PARTY 1 1 ! I 1 I I I I I I I F I 1 I � 1 I I i. I 1 �T I , , I : 1 1 I I I I I I I w 7 I [ I I I , I I 1 ',yr' , ' ' E ' . ' I ' 1 I 1 ` 1 i I ' I ' I ' , ' ' ' ' 1 i , ' - 1 ' ' I • I ' I '1'. F ' I ` I ' I ' I ' I 1 I ' I 1 { ' 1 `—` -' t` , T, ' , f 6. REMOVE DRIVE-THRU CANOPY AND FRAMING IN ITS SHALL HAVE ANY OBLIGATION NOR LIABILITY TO 11 1 1 1 1 1 1 '' t 1 1 1 1 ! I I Y.'1--.C- I I - I I l I 1 I 1 1 1 1 1-k ` I-- I T I E I T 1 1 , ' ' , ' , ' , ' ,1- T- �� ENTIRETY- PRESERVE BRICK VENEER ON MAIN BUILDING. THE OTHER {EXCEPT STATE[} ABOVE) UNTIL A I1 1 r i I ' r• T'1�1 i! r 1 -1-, -, 1 1 11 i T F I� WRITTEN AGREEMENT IS FULLY EXECUTED BY _ T' I 1 � � I 1�. oma_ 7. REMOVE BRICK VENEER AND PIER FRAMING. BOTH PARTIES. I 1 1 1 I F I 1 1 11 1 i 1 31 i I , I 1-- I--- 7. 1 I 1 IT ilj�1 S 1 I I , i , I I� 1 ' I ' I ' 'l' 11-T-IT'- l 1 ' I ' I ' 1 ' I F I 1 1 1 1..� I ' I I 1 I� 1 1� _ , , , , I I 1i B. REMOVE BANK EQUIPMENT. I STARBUCKS TEMPLATE VERSION t 2018.10.16 I 11-`T-'T -F 1 - t t t t 1 1 1 1 4 1 1 1 II I I i I E F 1 1 1 ' 1 ' 1 1 1 i '_rI I 'r E ', 1 I I ' 1- 'r",-1-, -1 , / 1 ' 1 1 1 ' 1 ' 1 ' 1 ' 1 ' 1 1 ' 1 , 1 1 F EF ' 1 ' 1 ` F ' r ' 1 1 ' 1 ' 1 I ' I ' 1 f ' 1 ' 1 ' 1 ' 1 ' III 1 1 1 f ' I ' , 1 1 ' I ' 1 ' 1 1 ' 1 ' , 1 ' 1 ' I t 9. REMOVE PORTION OF EXISTING WALL. 1 1 I 1 1 1 1 T 1 1 I I 1 1 1 -1 1 1 1 1 111111 1 11111 l 11 1 111 I I I I X111 8111 11111111111(7111111111111111111 11111111 11 11111 1 1111111 fi L 10. EXISTING GAS METER TO REMAIN. I I I I , I 1 , ' 11 I ' I 1 ' 1 I i I ] I ! I I I I 1 1 I 1 I I I 1 ' 1 ` 1 1 1 1 ' 1 I. �17 1 ' II 1 ! 1 I 1 ' 1 I I I 1 , I 1 ,1 F 1 1 1 1 • 1 I ! 1 1 I 11 1 I 1 1 I I , r 1 , 1 I I 1 I , I 1 1 1 --1 1 1 1 1 I ! I 1 I I 1 1 1 1 I 1 1 1 1 1 1 . 1 1 1 1 1 • I 1 1 1 1 1 1 1 1 J 1 1 , 1 j I 1 I I r I 1 I I I I 1 I I I - i I I i ! I r I I ] II L 11 I I 1 1 1 1 1 I F 1 I j 1 1 r 1 1 r 1 I ! 1 1 1 1 1 I I I I I I I 1 I I I I I 1 11 ;'_�"-'• `- "-=i I , 1 , I I I I 11. EXISTING RTU TO BE REMOVED. I I I I I 1 I "-- 1 I J J E 1 I I E ! I I , I 1 I T �r� 1 1 - 1 11111111 I_ I I 1 I 1 �� rT-1- , 1 1 1 1 I 1 r F 1 1 r in 1 1 1-±±n4 I' fI ' I I 1 I I I I 1" I I ' I I 1 1 �--� .A ---- 1'3 ' ' I 1 f ! ' 1 1 1 r 1 1 ' 1 ' 1 i 1 T I .I II I f , , ' , ' , ' r I 11 11 1 F 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 r 1 t 1 .� i 1 1 1 1 ' 1 1 1 3 1 Tal 1 1 1 1 l I i 1 F 12. EXISTING STANDING SEAM ROOF AND FRAMING TO REMAIN. GPD Engineering and Architecture I I I I I 1 I I I , I I I I I1 E '1 1 1 I 1 1 1 r 1 1 , 1 [ I I I I 1 3 I 1- I f 1 1 ! 1 I 1 I I I I E I 1 1 11 ■=I • 11 1 I 1� � r T I 1 FL, I I 1 ,H 1 1 [ ! I 1 I , 1 I I , J r 1 1 1 , 1 t \ Y 1 1 1 1 1 1 I 1 1 --1�1 I 1 1 1 1 I 1 1 IJ Professional Corporation I 1 I I I I I T , I ,_ 1 I , I . 1 1 , I 1 ! , .� 1 1 i 1 1 1 F I 1 T 1 1 1 1 , 1 1 1 ll �l 1 I T 1 1 t 1 1 1 \ I 1 i 1 , 1 t 1 F I 1 II ® 1I'u ' ' 13. EXISTING TELLER WINDOW TO BE REMOVED. i I- I T I i I , I 1 I 1 Jl I I ! I L 1 ! I F r 1 ' , I , ' E ' I ' r l I ' I ' I ' 1 ' I lir--I1 I , , 1 ' 1 ' 1 1 I I 1- 520 SOUTH MAIN ST.SUITE 2531 1 , I I 1 I 1 I , r - 1 I I I I 1 I I X 1 1 1 1 F I 3 I , I n I \ 6 11 I I ] I I i I I I I I I/ �r I t ,/1 ' 1 1 1 I 1 t 1 1 1 I 1 1 1 1 1 i 1 1 1 r I r 1 i 1 ! " AKRON.0'-1 44311 I , I I 1 I IZ 1 -- , 1 - 1 1 1 1 1 1 1 1 1 1 I :1 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 I F [�" JJ t .-- - II.' 1 I ! 1 1 1 , I J�_� I I )I 1 f I , 1 I I 1 I F I I ! I I \ I I I 1 I I I I ! I 1 di II , I 1 1 I 14. EXISTING DOOR TO BE REMOVED. 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' 1 ' ' ' ' 1 ' ' 1 ' 1 ' ' 1 ' , ' 1 'y 1 ' 1 .,,.. I ISSUE DATE 02.25.19 SUBMITTAL I 1, 1 1 1 1 I 1 1 1 y� 1 1 - F r F O �� I� DESIGN MANAGER: JOHN PARK III 11 1 ! 1 f 1 1 ! 1 r ' 1 1 [ I 1 1 1 1 Y T- I I I I 1 I 11111111■ U 1 1 X 1 �� LEEDOAP. I ' ' 1_ 1_ �" PRODUCTION DESIGNER: GUY RIPLEY 0 L1 1 I 1 1 1 I 1 [ 1 1 ' I ' I -T r '-r--1-"-, 1 r I 1 1 r r I a . I 11 �1 T 7r 1 �� 1 1 kyr l�l� 1 1 1 1 1 1 1 NM � CHECKED 8Y A /,, I I I I I I I I I / I rFT-IT�1` I I 1 I 1 I I I ly II I I 1 J 1 I i • I II I I I I 1 I 1/ I 1 l F I 1111 I I I 1 I 1 3 I I I I I i 1 1 I 1 _.1,- 1 11111 - 1 1 f I I I I I ! I 1 I I I "i -- Q Ii I I i I 1 X ! I 1 I 1 I I I I I I I I I 1 1 I I I 1 • 1' 91 1 F 1 1 e- 1 1 I [ r -T-'r-1 1-- r -T-1- I 1 I , I I I 1 1 1 - 7- - _-..I 1 i I JL 1 1 1 1 1 r 1 1 1 1 I 1 ,,,1, 1 ! 1 1 , 1 1 1 1�•/ , -/11: _ 111111=_ 1 i O Revision Schedule I� I 1 1 1 1 r r I , 1.' 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I o - 0 0 EAST ELEVATION DEMOLITION SHEET TITLE EXTERIOR ELEVATION i Scale: 1/4"= 1'-O" co DEMOLITION 2, 41 81 SCALE: AS SHOWN im o SHEET NUMBER: N Scale:1/4", CD N N KEYED NOTES GENERAL NOTES - 4er4AIlt0' 1. NEW CONCRETE PATIO. SEE CIVIL. 10. INSTALL NEW 5-PANEL MENU BOARD. SEE 9/A003. A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 F. GENERAL CONTRACTOR TO VERIFY ALL EXISTING - i FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. ELEVATIONS AND BUILDING CONDITIONS IN FIELD "' 2. NEW BIKE RACKS, SEE 71A004. 11. APPLY NEW STAR PATTERN WAYFINDING GRAPHIC REFER TO ELECTRICAL PLANS FOR ELECTRICAL PRIOR TO START OF CONSTRUCTION. TO GROUND USING TRAFFIC PAINT AND THERMO- REQUIREMENTS. IIlit 3. INSTALL NEW VEHICLE DETECTOR LOOP PER PLASTIC MATERIAL, ALIGN WITH CANOPY. G. PROVIDE DETECTABLE WARNING (IF APPLCABLE PER ELECTRICAL. SEE 6/A004. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE LOCAL CODE)AT TRANSITION FROM SIDEWALK TO AND SUSTAINABILITY REQUIREMENTS. DRIVE AISLE. 4. INSTALL NEW SITE DIRECTIONAL SIGN. 12. CONCRETE-FILLED STEEL BOLLARD, SEE 6/A003. -ilf lit C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES 5. APPLY NEW LANE GRAPHICS TO GROUND AS 13. NON-ILLUMINATED BOLLARD, SEE 7/A003. DETECTION LOOP, WIRELESS COMMUNICATION AND SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN 0 INDICATED. MONITORS SHALL BE COORDINATED BY STARBUCKS ALL DIRECTIONS. 14. ACCESSIBLE PATH OF TRAVEL TO PUBLIC WAY. CONSTRUCTION MANAGER. REFER TO ELECTRICAL 0 2018 STARBUCKS COFFEE COMPANY 6. INSTALL NEW CLEARANCE BAR. DRAWINGS FOR ADDITIONAL REQUIREMENTS. I. REFER TO ELECTRICAL DRAWINGS FOR SITE - 15. LANDSCAPING AREA. REFER TO CIVIL DRAWINGS FOR RELATED ELECTRICAL WORK. STARBUCKS° 7. NEW CONCRETE SIDEWALK. SEE CIVIL. MORE INFORMATION. D. PROVIDE 6" (150MM)THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE 2401 UTAH AVENUE SOUTH 8. ACCESSIBLE PARKING SPACES. 16. 6"CONCRETE PAVING. REFER TO CIVIL DRAWINGS EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, SEATTLE, WASHINGTON 98134 FOR MORE INFORMATION. THROUGH WINDOW STANDING PAD. BOLLARDS, RAILINGS AND SITE LIGHTING BASES. 9. INSTALL NEW DIGITAL ORDER SCREEN WITH (206) 318-1575 CANOPY. SEE 1/A004. E. GENERAL CONTRACTOR TO APPLY CONCRETE K. SEE SHEET A003 AND A004 FOR ARCHITECTURAL SEALER TO ALL EXTERIOR CONCRETE PATIO AND SITE DETAILS. THESE DRAWINGS AND THE PROJECT MANUAL WALKWAY SURFACES. ARE CONFIDENTIAL AND SHALL REMAIN THE L. SEE CIVIL DRAWINGS FOR SITE DEMOLITION AND SOLE PROPERTY OF STARBUCKS IMPROVEMENTS. 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 FORA PROTOTYPICAL _...._..... _ .. STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ___ ACTUAL SITE CONDITIONS. NEITHER PARTY a --SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A 3 WRITTEN AGREEMENT IS FULLY EXECUTED BY 3 BOTH PARTIES. �- �'`^ ��•.._,�� L I STARBUCKS TEMPLATE VERSION 12018.10.16 I — 0 /4(7°M4A GPD Engineering and Architecture Professional Corporation 520 SOUTH MAIN ST,SUITE 2531 AKRON,OH 44311 P:330-572-2100 F:330-572-2101 5 A005 E T - GPD PROJECT NO: 2016355.42 - - - - - - ��U 8 � AR P A003 C.� � ®Y140931 (�MARK S. SALOPEK rn ,i 110020001 0 0 0 — — — - {{ AKRON, 0 r 'I r 1 r -I r -I r° ' .- -• • "° .� I I I I I I I . .. :�«f;, I I I I 1 I I "a .. • dy,'p'` `•I .. . I /„\ �� 02/28/19 \ / // \ I I I� 46' 1" I I I,.• • . °°x'14103, 13 /q. / �N -C OP/ A0 ----,,,,,,,:: ; . �.._.,_... —._T _ �3 1 ..J �i zc .t ''''',..,,,,„._ 14/ i// ® i41o / L // �``� Y 15700 A003 > 4.��1 // ,t r _��_ �� 9 J 0 _ ._ 1Y 14116 / %....: Cr Q �\ // ( Y 14163 Y 14120 �'� j/ L ♦ / - - Y 14107 �� / o 0 co f t _,_ -, 1_,) No,..;>-N_ ,� '� i - l 12 (t040,,, x5114106 , / �' N 11 c _ / J 1 11 II 13 Y!14103 A003 V/ `>- { 1 0 1 1 C � _ O 1 1 II `..�,/Y 1410 I,, J 1 1 1 T I15 (_� d 1 1 0 �Q. LL N � 00 n 1 s -as 1 i1 14I WHI. Wrt tTT .I1 D O .'' I }- , I 12 0) 14'10 ° / / / �r �}-� Lim al " U U O F:41 0 8 O) 0 - " d,_ 3 `p �� IOUIY1161(_31 / `�./ (V Q O O i ' n i 1 , a , - _ I:0 j I 15 I— a. --- LO 1 ^-r " , .- "- -' 1: - ` x,161031 \ / 1 I` 4 S 1 14091 I '1-, . . "..- 1 e rr Q --,- C. S 14104 o 1 °•1 ': - [4 C a [� ` \. 1 STORE #: 418 91' + • ' •, j. . r LI LI \� PROJECT #: 04753-029 n L i- - i- - _' ® \� ` • ( , ISSUE DATE: 02.25.19 SUBMITTAL = Alkla 1\✓ 1 + ( DESIGN MANAGER: JOHN PARK A003 _ , \� 'YC1410 12 YI 16102 \ ` LEEDUAP: ® 1 1 I PRODUCTION DESIGNER: GUY RIPLEY 5 ) , . . ,.. ...._.C ;,� Y 14095 01'1100421 ��1-6 -24, CHECKED BY: — - `� / / / / I IN 10 �' Revision Schedule I . u) 3'-61/2"6'-0" 6'-0" A003 �_ Rev Date By Description 0 U Itilk - MSHEET TITLE: a ARCHITECTURAL SITE m PLAN ti SCALE: AS SHOWN ARCHITECTURAL SITE PLAN 0 5' 10' 20' CID ... SHEET NUMBER: scale: 1"= 10'-0" Scale:1" N Ann 00 KEYED NOTES GENERAL NOTES *if* 1. NEW CONCRETE PATIO. SEE CIVIL. 10. INSTALL NEW 5-PANEL MENU BOARD SEE 9/A003. A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 F GENERAL CONTRACTOR TO VERIFY ALL EXISTING FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. ELEVATIONS AND BUILDING CONDITIONS IN FIELD *IP ; Ah.. 2. NEW BIKE RACKS, SEE 71A004. 11. APPLY NEW STAR PATTERN WAYFINDING GRAPHIC REFER TO ELECTRICAL PLANS FOR ELECTRICAL PRIOR TO START OF CONSTRUCTION. TO GROUND USING TRAFFIC PAINT AND THERMO- REQUIREMENTS. 3. INSTALL NEW VEHICLE DETECTOR LOOP PER PLASTIC MATERIAL. ALIGN WITH CANOPY. G. PROVIDE DETECTABLE WARNING (IF APPLCABLE PER ELECTRICAL. SEE 61A004. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE LOCAL CODE) AT TRANSITION FROM SIDEWALK TO AND SUSTAINABILITY REQUIREMENTS. DRIVE AISLE. 4. INSTALL NEW SITE DIRECTIONAL SIGN. 12. CONCRETE-FILLED STEEL BOLLARD, SEE 6/A003. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES 5. APPLY NEW LANE GRAPHICS TO GROUND AS 13. NON-ILLUMINATED BOLLARD, SEE 71A003. DETECTION LOOP, WIRELESS COMMUNICATION AND SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN INDICATED- MONITORS SHALL BE COORDINATED BY STARBUCKS ALL DIRECTIONS. 14. ACCESSIBLE PATH OF TRAVEL TO PUBLIC WAY. CONSTRUCTION MANAGER- REFER TO ELECTRICAL CO2018STARBUCKS COFFEE COMPANY 6- INSTALL NEW CLEARANCE BAR. DRAWINGS FOR ADDITIONAL REQUIREMENTS. I. REFER TO ELECTRICAL DRAWINGS FOR SITE - 15. LANDSCAPING AREA. REFER TO CIVIL DRAWINGS FOR RELATED ELECTRICAL WORK. STARBUCKS® 7. NEW CONCRETE SIDEWALK. SEE CIVIL. MORE INFORMATION. D. PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE. J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE 2401 UTAH AVENUE SOUTH 8. ACCESSIBLE PARKING SPACES. 16- 6" CONCRETE PAVING. REFER TO CIVIL DRAWINGS EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, SEATTLE, WASHINGTON 98134 FOR MORE INFORMATION. THROUGH WINDOW STANDING PAD. BOLLARDS, RAILINGS AND SITE LIGHTING BASES. 9. INSTALL NEW DIGITAL ORDER SCREEN WITH (206) 318-1575 CANOPY. SEE 11A004. E. GENERAL CONTRACTOR TO APPLY CONCRETE K. SEE SHEET A003 AND A004 FOR ARCHITECTURAL - SEALER TO ALL EXTERIOR CONCRETE PATIO AND SITE DETAILS. THESE DRAWINGS AND THE PROJECT MANUAL WALKWAY SURFACES. ARE CONFIDENTIAL AND SHALL REMAIN THE L. SEE CIVIL DRAWINGS FOR SITE DEMOLITION AND SOLE PROPERTY OF STARBUCKS IMPROVEMENTS. CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT 1N 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 T _ _ -=-2-7-- - ----- - 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 12018.10.16 I 0 0 limmiAllh' GPD Engineering and Architecture Professional Corporation 520 SOUTH MAIN ST,SUITE 2531 AKRON.OH 44311 P:330-572-2100 F:330-572-2101 Jo - A005 ; E I T GPO PROJECT NO: 2016355.42 P -h l 16 11 o -'Y 14093 3 J A00DC7 , rte ' MARK S. SALOP EK rt1 S X1200q o 0 0 — =�' C-' _ I ---- Alalic}`, OH mw r r I- 7 I— I r =rte --� I 1 1 I I I 1 ,...y, s N0. 6036 • - tP,. I I I I 1 1 . 4 a•. n. ;.' I 1 ^ �,(-� 02/28/19 // -, I Y 61x2 1 1 I . -. . • a - - 1 / _ C5" / \ 1 I I <- a a• d6 I // .- I I � fr 'ji rj - 111111111%11111111111116. -s... \.,„: ' �c //(/ y1,0410 / /�L _J ' iii_ J ,_. � . d, � 1 ='a L.1_1 is N N . / 12 Yk1410 / -- 'o, \ ♦/ / 14 O 10Y14119� I� ` � ` I xh �N / // _ "LTY 15700 C99� A003 > ‘..2..z.;Jr _... _ l 1 - Y14116 / • �.J o �tCr TD_ b . \\\ //// i w Y; 14163 y 14120 �� //0I g) 1I ` / II - YX14107 // 1 f I fII j j 1 I I I O A003 aS 14106 -.---% - Clew N I CC 13 �Y 14103A003CO r V `tY 0'0410 WI o \ . t.0. II U . 11 IEa1 =L N, o5 N - F17 Lili 01-a. Ct Q C 4 W Cl" OC N K�p I e :I. Q D - -2 1®Y► 1410 �� z Q ❑ : �: a 1 o / ' W d CD o o �, 3 .•r 0 II YI161 ` I ,�, o a N 0 m o n I _ _ .� 15 !Z r H CD - as ♦ o :LE:1 ' s'''N-------. — '..11- " I: .Y11610 r a r-- 4 SI 14091 - �'. • .• • -�^ I' 14104 0 0 ,• ��LO 711 �© Aoa3 STORE #: 418 "rhL ^1 jJ iJ I �� 1;1PROJECT #: 04753-029 £ L M a) 0ISSUE DATE, 02.25.19 SUBMITTAL E © "&" . i \ -1 { /" f } I DESIGN MANAGER- JOHN PARK o _ A003 YC1410 12 IYI 16102 L--------- ) j �-�o PRODUCTION DESIGNER: GUY RIPLEY C ,otj'IN\ Y 14095 Y 10770"42 I I 7 +/ 6' -2 © © CHECKED BY: o 1 - / / / / o Mr% — l .,_ - . _ cn. _ ..... --- -- — _ --- - 10 Revision Schedule CD A003 loop N ;�6 112"6' - 0" 6'-0" ` Rev Date By Description D / U %%Ili Ilk2SHEET TITLE. QD / ARCHITECTURAL SITE PLAN r� SCALE: AS SHOWN °' -- ARCHITECTURAL SITE PLAN 0 5' 10' 20' p l �I -- CO SHEET NUMBER: Scale: 1" = 10'-0" Scale: 1"=10'-0" QD N N 4t0e )1r gs, 1111114616, / mm / ( mm C / SINGLE PANEL DRIVE THRU ` WINDOW ASSEMBLY PER PLAN BOLLARD - ; 1' -6" 1' -6„ N E / (460mm)/ / I ---- CONCRETE INFILL 0 o FULL LENGTH OF cin N ;E ,�\\ .� ��\� - • � DRIVE THRU LANE ©2018 STARBUCKS COFFEE COMPANY b v E EXISTING EXTERIOR c°:sC -`' 7 �, Y- v WALL SYSTEM n 2 STARBUCKS® \ 1 6 1 6 2 = y I CONCRETE E _,, z CURB 2401 UTAH AVENUE SOUTH E / (460mm)� / I \ PLAN � _I-J WINDOW PER PLAN SEATTLE, WASHINGTON 98134 _ (206) 318-1575 �' `�' \ I N- , 1 w �p g i 1 o E O io Z THESE DRAWINGS AND THE PROJECT MANUAL c.i \ ' to \ ¢ O M M o DETECTOR LOOP � - \ T v o iU fl- CENTERED ON WINDOW 2" ARE CONFIDENTIAL AND SHALL REMAIN THE \ ^ '- , r N z 5DMM BELOW FINAL E r w ( ) SOLE PROPERTY OF STARBUCKS Zn o E M - / in m GRADE. ROUTE L.) (1) CORPORATION, WHICH IS THE OWNER OF THE o I \� + I CONDUIT TO DRIVE THRU COPYRIGHT IN THIS WORK. THEY SHALL NOT T I - \\ WINDOW AND TERMINATE BE REPRODUCED (IN WHOLE OR IN PART), OPTIONAL I NEAR TIMER SIGNAL SHARED WITH THIRD PARTIES OR USED IN ANY 5' -0" (1525mm) "' PROCESSOR (TSP) MANNER ON OTHER PROJECTS OR / SEAM - OPTIONAL I •\ 12" (300MM) MINIMUM I SEAM \ / EXTENSIONS TO THIS PROJECT WITHOUT THE JJCV WINDOW PER PLAN PRIOR WRITTEN CONSENT OF STARBUCKS DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC 14"(355MM) MAXIMUM I CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS -ARROW - EXIT 1 ARROW - SINGLE (--- ARROW - DOUBLE WDRIVE THRU WINDOW BOLLARD DESIGN INTENT FORAPROTOTYPICAL 1 �� STARBUCKS STORE (WHICH IS SUBJECT TO Scae: 112" = 1'-0" �/ Scale: 112" = 1'-0" �.-_ Scae. 112"= 1'-0" - scare: 1/2"= 1'-0" - f INTERIOR FINISH CHANGE AT ANYTIME)AND DO NOT REFLECT r"�— GRADE ACTUAL SITE CONDITIONS. NEITHER PARTY _ SHALL HAVE ANY OBLIGATION NOR LIABILITY TO EXTERIOR THE OTHER (EXCEPT STATED ABOVE) UNTIL A oI FINISH GRADE WRITTEN AGREEMENT IS FULLY EXECUTED BY ,‘:Jo BOTH PARTIES. M M 5" (130mm) I STARBUCKS TEMPLATE VERSION 12018.10.16 1 N. / / N. - 36" x 36" (915mm) MIN. CLEAR c_ 2' -6"(760mm) C- 4'-0" (1220mm) 7' -3" (2210mm) 20° ELEVATION AREA FOR CONTROL BOX / / r / - / -7 (2) CONDUIT FROM CONTROL BOX, , 16' 4"(4980mm) A -E- , ROUTE TO DRIVE THRU WINDOW DTE - DRIVE THRU WINDOW BUMP-OUT E I (1) CONDUIT FROM CONTROL BOX, MIN. CLR. AREA 1 4,2 ,E : ROUTE TO ELECTRICAL PANEL I / (1) CONDUIT, ROUTE �J Scale 1/4"= 1'-0" GPD Engineering and Architecture cn ! �_ � Professional Corporation co . OUTLINE OF DIGITAL ORDER L TO ELECTRICAL PANEL 520 SOUTH MAIN ST.SUITE 2531 SCREEN CONTROL BOX ON \ r----� + ` ff_ AKRON,OH 44311 N CONCRETE FOOTING. \\\ ---- / J- CONCRETE FOOTING, SEE P-330-572-2100 F:330-572-2101 (1) CONDUIT, STUBUP I STRUCTURAL FINISH BETWEEN CANOPY MESH AND I ¢ L- __ ail__ '--J GPD PROJECT NO: 2016355.42 ��4 `, 1OUTLINE OF MENU GRADE BACKSIDE OF DOS FOR E w T . BOARD ,�� p E � l CANOPY UPLIGHT, ROUTE TO co ¢ a t— — — .�� , , / '\ I SIGNAGE POWER N _ 1— o �G1 /� E I NON-ILLUMINATED U .� E U MARK S. S:11.011:K Ct1 E N CONCRETE M Z_� .— . �� ` �.. o ") 1�1�t} )H AKRON, �t � E : • ' I FOOTING, SEE BOLLARD Eco NO. G03F; I STRUCTURAL I I n ! " u� •� r ��, - 02/28/19 DTE - NON-ILLUMINATED BOLLARD _ f \\: N. iiiiiir' ' I O ` �� _ SIGN WITH BASE a � scale: 3/4" = 1'-0" �� o CONCRETE FOOTING, SEE STRUCTURAL E cc - AND PLATE COVER / OUTLINE OF DIGITAL ORDER SCREEN Lc) U (BY STARBUCKS) NOTES: �Z ___ •\ aADJUST DETAIL AS 1. IF UTILIZING EXISTING FOOTINGS FOR (---- - - I-1.1' ' .4-------- ( ) \ EDGE OF CONCRETE CURB - 1 LI REQUIRED BY MANUF. SIGNAGE INSTALLATION, FASTEN TO a) ::::NN FOR ILLUMINATED EXISTING THREADED BOLTS AND CC �- BOLLARD PROVIDE CONDUIT AS NOTED. ENSURE I CONDUIT TO CONTROL BOX iv EIII FINISH GRADE — E � - _- CONC. DOME BOLTS ARE IN SOUND CONDITION. DETECTOR LOOP EDGE CENTERED ON SPEAKER POST � � 2. IF ABANDONING EXISTING FOOTING(S) IN 2" (50mm) BELOW FINAL GRADE IN CONDUIT OR SAWCUT, I uJ �� 6" ROUND STEEL PLACE, CUT CONDUIT AND THREADED I VERIFY NO METAL IN SLAB WITHIN 36" (915mm) OF LOOP. f 1 N CC N as PIPE- PAINTED BOLTS FLUSH TO TOP OF FOOTING. '` CANOPY ABOVE I I I _---.-_..----........_.__-. CONCRETE FOOTING, VJ Cl) b.• , I ��! I I I SEE STRUCTURAL I I / SEALANT LU 0 � � •� � . p r a -- -4 -. - -. I _ 1 DTE - 5 PANEL 20 DT MENU BOARD, DIGITAL ORDER SCREEN WITH CANOPY (9--) DTE - MENU 5 PANEL FREESTANDING Z l-111- 1 I-I�II -a ' ._ - -I_=1 i=1 '_ nj • Scale: 1/2" = 1'-0" scale: 1/2"= 1'-0" N -I -I =1 f —I'' =1 ru '-1 1' E I: :: =111- I • N n 1 z • `_• 1 -II -_111 0 0 � a- -w- 1:..H_,. 4-, - 1' I' FINISH PAVING _;_I '- SURFACE NOTE : UNDERGROUND ELECTRICAL CONDUITS FOR � . . I— co w Q o b11. Et I N 1 �•. - �. DRIVE THRU EQUIPMENT FURNISHED AND 0 o 0 00 Imo' ` ° CONCRETE FILLED I I ¢ Q H 1 INSTALLED BY LL WITH PULL STRINGS. FOOTINGS I- IX 1V - y.:- cy) \ = BY GC. w 0 w o < • ` ` . O _ O C7 N ` - F".. DIAMETER STORE #: 418 cD c SITE - BOLLARD DETAIL - BY LL PROJECT #: 04753-029 a) V Scale: 314"= 1'-0" BACKSIDE ELEVATION CUSTOMER ,300 / 1, -0„ ISSUE DATE: 02.25.19 SUBMITTAL E ELEVATION - �� _ __ i DESIGN MANAGER: JOHN PARK 2' -7" vo / / 2' 1114" ---------- _ /(305mm) LEEDOAP: O (790mm) / (640mm) / 1? / (1) CONDUIT ROUTE ‘ / PRODUCTION DESIGNER: GUY RIPLEY \• J TO ie—1� POWER AGE CHECKED BY: .� ;-s„ ©�i°3Q��n I p THANK ;� Q — —� � . \ _ — — f I Revision Schedule en 't' oC�II dY� YOU , a \�'� ' 1 N �nlll�SlJ �� L v E?I �S OUTLINE OF MENU Rev Date By Description SIGN WITH BASE AND PLATE COVER BY / SIGN WITH BASE AND o SIGN WITH BASE -4:2 o SIGN WITH BASE STARBUCKS ( �'1I °._' f BOARD U AND PLATE COVER • AND PLATE COVER ) E CONCRETE FOOTING SEE (BY STARBUCKS) "� , (BY STARBUCKS) If ami ADDITIONAL DETAILS FOR PLATE COVER (BY f 11 x CD CONSTRUCTION STARBUCKS) _(1: FINISH f FINISH GRADE FINISH GRADE GRADE \`� AZFINISH GRADE /-- I �� SHEET TITLE: l r ( ) ( ( I EDGE OF CONCRETE CURB 1 CONCRETE FOOTING, ARCHITECTURAL SITE l I I I Fes-_, . I I I SEE STRUCTURAL I CONCRETE FOOTING, I CONCRETE FOOTING. I I I I ~ CONCRETE FOOTING, ( TO ORDER POINT I DETAILS ti r 0 I I SEE STRUCTURAL r v I I SEE STRUCTURAL I I I I SEE STRUCTURAL (SEE PLAN) SCALE: AS SHOWN 0) 1 i i I I I I Q. ED, DTE - DIRECTIONAL SIGN - ENTRY ,�2--- DTE - DIRECTIONAL SIGN (-----� DTE - PRE-MENU FREESTANDING ,4\J, DTE - PRE-MENU 30 DEG 5 DTE - CLEARANCE BAR SHEET "AMBER: Scale: 1/2"= 1'-0" ```_� Scale 112"= t-0" Scale: 1/2"= 1'-0" \_-/ Scale: 112" = 1'-0" Scale: 1/2"= 1'-D" A003 N *** NOTE : UNDERGROUND ELECTRICAL CONDUITS FOR -� lik DRIVE THRU EQUIPMENT FURNISHED AND INSTALLED BY LL WITH PULL STRINGS. FOOTINGS BY GC. o 0 2018 STARBUCKS COFFEE COMPANY BASE PLATE BY ,/;,-. PLATE BY STARBUCKS® BIKE RACK BIKE RACK MANUFACTURER // MANUFACTURER \\ / 2401 UTAH AVENUE SOUTH DOS CONTROL Box FASTENED — .096 " THICK SEATTLE, WASHINGTON 98134 _PI TO FRAME .098 " THICK 0 0 0TUBULAR STEEL (206) 318-1575 1 1I2" SQ. TUBULAR STEEL - - g 73� e r�� - 4 4 THESE DRAWINGS AND THE PROJECT MANUAL ��- UNISTRUT FRAME, ARE CONFIDENTIAL AND SHALL REMAIN THE ANCHOR TO FTG. SOLE PROPERTY OF STARBUCKS CANOPY CONDUIT WITH e e CORPORATION, WHICH IS THE OWNER OF THE MESH PANEL WATERTIGHT COPYRIGHT IN THIS WORK. THEY SHALL NOT `r COUPLING PER 0 C) 0 BE REPRODUCED (IN WHOLE OR IN PART), ELECTRICAL /�" SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR ROUTE DOS — - \ (4) 318" DIA. ---- (4) 3/8" DIA EXTENSIONS TO THIS PROJECT WITHOUT THE POWER WHIP 74011/ kGALVANIZED GALVANIZED PRIOR WRITTEN CONSENT OF STARBUCKS THROUGH < j 8' -6" ANCHOR BOLT W/ ANCHOR BOLT W/ CORPORATION. THESE DRAWINGS AND MESH }� /--- • -- 7! HILTI HIT-HY 200 HILTI HIT-HY 200 SPECIFICATIONS ARE INTENDED TO EXPRESS 3 3'-0" 3" 1'-6" 3' -6" SAFEST ADHESIVE- SAFEST ADHESIVE. OPENING _/ of 0 f/ � DESIGN INTENT FOR A PROTOTYPICAL 0 o cn 3" MIN. EMBED 3" MIN. EMBED. STARBUCKS STORE (WHICH IS SUBJECT TO `r m CHANGE AT ANYTIME) AND DO NOT REFLECT CANOPY -(1::7 ►� - ,. . - - ACTUAL SITE CONDITIONS. NEITHER PARTY SIGN WITH BASE 1 1 BASE f1 BIKE RACK DETAIL SHALL HAVE ANY OBLIGATION NOR LIABILITY TO SHROUD N �_- _/. AND PLATE COVER - THE OTHER (EXCEPT STATED ABOVE) UNTIL A Scale 3"= 1.-0" Z E --E-- E (BY STARBUCKS) r.*‘.0 4 4 ' 04 �, WRITTEN AGREEMENT IS FULLY EXECUTED BY � � o o k****4 k4 _ _ BOTH PARTIES. ,_ .: . _ ; - - �� -_\_ , r �W11P FINISH ' M v I STARBUCKS TEMPLATE VERSION 12018.10.16 I ` J I GRADEAll a \ ---iik, GRADE -- T �1 1 * 4 *4* _ , � , 0ii ��CONDUIT PER 4t, �� 6 112" ELECTRICAL I I CONCRETE FOOTING, �. ( !^�. (165mm) CONCRETE FOOTING, I I -_ - SEE STRUCTURAL ►i di 16.. 'WI III • (2) 1" DIA. STUB UP 1' 8"(510mm) SECTION SEE STRUCTURAL i �f - I u �• • FROM DT PDS - DTE WAY 1ND NG GRAPHIC GPD Engineering and Architecture --� PATTERN – HORIZONTAL 1�� . - ... �� . EQ � EQ - � 314" DIA. STUB-UP 4 DTE - DOS CONTROL BOX AT CANOPY - SECTION 5 DTE - DIGITAL ORDER SCREEN 6 STAR _ - ELECTRICAL PANEL Professional Corporation FROM DETECTOR 520 SOUTH MAIN ST,SUITE 2531 Scale: 1" = 1'-0" Scale: 112" = 1'-0'' Scale: 112" = 1'-0' DOS CONTROL BOX ABOVE - LOOP AKRON,OH 44311 P:330.572.2100 E 330-572-2101 CONCRETE FOOTING FOR — •- .L 7 — - — _ — - _ — Nv GPD PROJECT N0: 2016355.42 DOS CONTROL BOX - ___�� I I I 1 1 I 1 112" 5Q. UNISTRUT i E �' ��D AR C:„$„,? i, - FRAME: ANCHOR TO FIG. ► J LLJ Ir) a) ti i r m 1—!—' � _.._._.._ = r 7iNiO MARK S. SALOPI:K >, \ -1 ... -+-I- 1 -1 EQ EQ AKRON, OH ,�,'f :T I i -� _w _ y / / -- =• � - , AM ---- - �� JP, -� 02/28/19 -- - - - --1= - ___I . 1 I i- --+---� CANOPY BASE ..i....::::414. , .F r. :.* I; �0 --- SHROUD MI � L_____I L____i r. _— =- ---- CONCRETE r _ _ .1 . I_ -, I FOOTING FOR _. _n� . CANOPY >• --- _ LII - 314" DIA STUB-UP N E DIGITAL ORDER s ..— FOR UPL1GHT n,/ Q • SCREEN WITH CANOPY q �� il I LLQ al H- -- {BYSTARBUGKS) =e _' 0DTE - DOS CONTROL BOX CONDUIT STUB–UPS AT CANOPY D co w ry "��„ 1 —-- - scale: 1"= 1.4. �( N DOS CONTROL BOX V l Q - - I V . I ON UNISTRUT `, II '""_ 11 DIGITAL ORDER Us) U) -- FRAME ► ' -ry�� SCREEN WITH CANOPY V�► __ (BY STARBUCKS) LEGEND Et o _r•_ i ---- b7. .L__1 m...._ --NINOWNI -- CONCRETE E o I �; EXPOSED CONCRETE DOS CONTROL DOS WHIP �! = I /, CURB 1 I 1 , 1 1 . 1 III FOOTING. SEE STRUCTURAL BOX (DCS) U (N FINISH GRADE N i N 1= - FINISHED DRIVE / CONCRETE O U [ GRADE - I� CURB CONDUIT BY EC R a) : '))j t� I _ I .- - I p I I I LOW LINE / TERMINAL EBLOCK LU n LL _T_ii�1 —1- I I I VOLTAG VOLTAGE BY VENDOR NOTES: W CC - 1I I CONCRETE I E SIDE SIDE (NOTE 7) 1. ALL SHOWN SHALL BE < 0 O FOOTING. SEE INSTALLED PER THIS Z M Q 1:2DIGITAL ,# -- INCOMING DETAIL, CODE AND {..� cn 0 03 BACK ELEVATION LEFT ELEVATION STRUCTURAL FRONT ELEVATION INTERIOR MANUFACTURER'S ~ H ORDER POWER U Q U co L SCREEN (DOS) PARTITION I I TERMINAL BLOCK INSTRUCTIONS. 1---L13 r n w cp Q SHOWN 2. CONFIRM MOUNTINGv o� BY VENDOR N (� cv FOR NOTE 6) POSITIONS OF ALL DEVICES CL CO o -- u u REFERENCE _ SHOWN WITH GC ANDfa_ }-"' �- 1 1 CONDUCTORS 3. EC TO PROVIDE, INSTALL ti ' i" H - _ °1 °I II . I I LINE VOLTAGE VENDOR " I AND CONNECT ALL LINE STORE #. 418 - I ( /� s LIQUID TIGHT FLEX VOLTAGE CONDUCTORS. PROJECT : 04753-029 i� CONDUIT (TYP.) 4 EC CONNECT 1 112"C-SPEAKER - _ - _ _ _ -- __J - - 112"C-POWER DEDICATED POWER ISSUE DATE: 02.25.19 SUBMITTAL 1/2"C-AUDIO/ TO DOS BETWEEN DOS AND DCB. DESIGN MANAGER: JOHN PARK p _ VIDEO CABELS `� � 5. DCB VENDOR TO CONNECT LEEDOAP: 0 ; L_J ALL LOW VOLTAGE PRODUCTION DESIGNER: GUY RIPLEY GRADE i4--H J WHIPS TOCABLING, DCB. DOS CHECKED BY: COUPLINGS (TYP.) 6. TERMINATE INCOMING Revision Schedule - _~ POWER ON TERMINAL 314" C-FROM DETECTOR LOOP L�, J CONCRETE BLOCKS LABELED Rev Date ByDescription 1" C-DETECTOR LOOP/SPEAKER MIC FOOTING INCOMING DEDICATED POWER. 1" C-CAMERA 7. TERMINATE POWER TO DOS O 1"C-DCB INCOMING POWER (NOTE 8) / ON TERMINAL BLOCKS LABELED DOS DEDICATED POWER. 8. POWER TO DCB SHALL BE INDIVIDUAL BRANCH SHEET TITLE: I CIRCUIT IN DEDICATED fl co CONDUIT (I.E. NOT BE ON ARCHITECTURAL SITE Lo co PLAN COy OROLI).GHTING DETAILS SCALE: AS SHOWN E Q 4DTE - DIGITAL ORDER SCREEN AND CONTROL BOX WITH CANOPY 7--- DTE - DOS CONTROL BOX WIRING SHEET NUMBER: I 2CO � Scale: 1/2"= 1'-0" -- �� Scale: 12"= 1'-0" N N A004 CMU SLOPED TOP CAP *I ‘f / ' / 'a\ — 1" DIAMETER SOLID STEEL ROD *t CANE BOLT 2'-0" LONG * 6, * /' 52:: BRICK VENEER TO MATCH BUILDING / -:' 8" CMU WALL (GROUT SOLID) W/#5 VERT. .... i 7' -://( C?a 16" O.0 (2)#5 VERT. @ WALL ENDS AND 1 CORNERS, AND (2) #4 HORIZ. © TOP, 77.71 MIDDLE, AND BOTTOM OF WALL. PLACE 9 / f GAUGE LADDER TYPE, HOT DIPPED CMU SLOPED TOP CAP - — - — - -- 1-112" WIDE X 8" DEEP SLOT CUT • `' ,f GALVANIZED PER ASTM A153 CLASS B, 1 • �,,= INTO PIPE HORIZONTAL JOINT REINFORCING ©2018 STARBUCKS COFFEE COMPANY /:.: • F AT 16' O.C. VERTICALLY FOR CONCRETE PROVIDE BOND BREAKER • /'' 6 MASONRY LAP HORIZONTAL JOINT 777A —I T.O. CMU iiil STA R B V C KS° REINFORCING A MINIMUM OF 6' MATERIAL BETWEEN HORIZONTAL JOINT REINFORCING TO BE i.;. i• + 6' 0" CMU WALL AND / `f _ 2401 UTAH AVENUE SOUTH FOUNDATIONS. • ' •:. j DISCONTINOUS ACROSS MOVEMENT CMU WALL AND b - SEATTLE, WASHINGTON 98134 JOINT. �; •:, \ -- (206) 318-1575 REINFORCING PER �'•. I i _. 6" CONC. CURB DOWELS TO MATCH DETAIL 91A005 I I I N WALL VERT. CONE SLAB AND THESE DRAWINGS AND THE PROJECT MANUAL i REINFORCING' /t ALTERNATE HOOKS, I'::''' I 1 114' (4) 1-114" OUTSIDE DIAMETER ARE CONFIDENTIAL AND SHALL REMAIN THE REINFORCING PER / : / / LAP 36" MIN. / / PIPE WELDED TO GATE SOLE PROPERTY OF STARBUCKS PLAN /`; :/� CORPORATION. WHICH IS THE OWNER OF THE /.,: I FRAME 1' 4" LONG COPYRIGHT IN THIS WORK. THEY SHALL NOT #4 x 24" /'.- -. / r•;� / • : / /., BE REPRODUCED (IN WHOLE OR IN PART), j ,Y% GROUT CMU & COLLAR � ''' • SHARED WITH THIRD PARTIES OR USED IN ANY AT 18" Q.C.I ,L `,:: z r/ 7 JOINT SOLID BELOW a- CONCRETE SLAB PER PLAN MANNER ON OTHER PROJECTS OR `a a • �•, E GRADE EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS ° . , CONC. FOOTING / : / CORPORATION. THESE DRAWINGS AND �„- I SLOPE PER PLAN :%`T . PER PLAN I \ SPECIFICATIONS ARE INTENDED TO EXPRESS _ \ \ DESIGN INTENT FOR A PROTOTYPICAL _ / • 1 I �C 1" STARBUCKS STORE (WHICH IS SUBJECT TO • _ I • - I Jr - as °. a : ''_'• �� .. �_ _ / CHANGE AT ANYTIME) AND DO NOT REFLECT — —ISI HI III I ITI I ': '' " - � �, ° ,� ' • _- y " 4 ;, , H �< - ,„,!,,,....2.--,,, .. •r '' -`` `r _'°� �' ;b,�`xK i` ' . ,_,::.-•-. - IIII I - ACTUAL SITE CONDITIONS. NEITHER PARTY ° ' , P'° da•; a�, °>_ �n I -1 •a Q.af ---+- - 111 1 i 1 SHALL HAVE ANY OBLIGATION NOR LIABILITY TO — ! —! I .�� II --- — I �' i1 THE OTHER (EXCEPTSTATED ABOVE) UNTIL 1 PROVIDE 1 112" INSIDE DIAMETER X U L A - !— • : �= 7-'7 7; ^ ! :• ;, ,-I — —p 2 DEEP STEEL SLEEVE SET IN WRITTEN AGREEMENT IS FULLY EXECUTED BY I — • - \ I _ ° t"--it7--- -1 �! CONCRETEAS SHOWNIN TRASH BOTH PARTIES. j 11 —LI v a- ENCLOSURE PLAN TO RECEIVE cif II III 1 113,_0„I I --I I 1 1 FOOTING REINFORCING -III= 9 A005 I— 1 ' �, tl BOLTS STARBUCKS TEMPLATE VERSION 12018.10.16 / PER PLAN 1 I —' M - _ A005 OPP. \ °�� * CMU WALL FOOTING c` TRASH ENCLOSURE SECTION BOLT DETAIL scae 314" = 1'-0" scale: 112" = 1'-0" - _-��-- - � � ; CAN E Scale: 3 1 0' GPD Engineering and Architecture Professional Corporation A505GATES TO BE HINGED IN FRONT OF 520 SOUTH MAIN ST.SUITE 2531 7 WALLS, TO ALL FOR THE FULL 20'-0" 4" x 4" x 1I4" STEEL PLATE P 339•572-2100AKFOIII OH 44311 F ---, --- ._....--\A005 OPENING 2' -0" � MOUNTED TO TOP OF SOLID I I O O �'` GROUTED MASONRY WALL GPD PROJECT NO: 2016355.42 • —� 'r!'r �. ',• •,,44•, , ,ra_ - .- ..44 • •°„d- s •d s,. - ' - - • - `� °••°- ,d• r • d f.'\ a�*'- N - 311 SJ" l•, *• ,.4� . -; ' *a; - • NOTE: GRIND SMOOTH & ' ,. r� d. -,, % Fa •• • a �.,,_ PAINT ALL WELDS U MARKS. SALOPEK '7TS �; . •a 'v y," °. _ R x� " Aa <, - r ' ,_, `I ON GATE & FENCE 1 'a • ed °•a ` - a- '•d , ' `d • ' a ° -' - [ . AKRON, OH _ (4} 114" x 2-314" DIA. SS VI NO. G03"6 ' d a d°' ° ' ' " • y• I '•= DOORS SHOULD SWING TO SIMP50N TITEN SCREW GROUT CELL AT d / • • • I- • • 1.-: . MINIMUM 120 DEGREES AND © ANCHORS ANCHOR BOLTS ` / Jy�, 1. :4,2/28/19 p' 6" CONCRETE, �� a k 4- MAXIMUM 180 DEGREES / '� I'• �< .1 :-.e. SMOOTH FINISH - - •: BRICK VENEER _/ L4.,,iri � ;— - * I -,, -, AND SEAL ' - / � 11 PER SECTION & ,•.•I• : •- , CONCRETE S. �`a - .,a - ko '" ` ° h ELEVATION / ) WI#4 @ 18' O.C. EW :� '. ,'� • A005 imi ¢ ° - .- ' NEW 6" CONCRETE APRON, BROOM LIGHT POST CONNECTION : " .; `s'-..L,„:7_,:_., ` _•= : :�,_ . ._ FINISH PROVIDE 1-114" DIA. x 2" DEEP 8" CMU s •• CENTERED IN SLAB 4 ..::1; �. HOLE IN CONCRETE SLAB TOa d Ir CE__3D" - - - : - -• - '.r "' , ;;•;. .- `,: °• ,•,- 10 ,•.4 ' , .. ` :. • •a ,L, RECEIVE GATE BOLT AT CLOSEDscale. 6"= 1'-0 v b ' ° 'd _ I: : AND OPEN POSITIONS L. ;:), 7 -. o ° .• e6 `'`- ._' <,. _•� • 2x AD05+ ' ." - ,�; 6"X6"X114" PTD. GALV. LU 0) Q N N —.* 1 .` • • • SLOPE 1.5% -moo- _: • °. ."_; a - • - . . • `_ z _ STEEL TUBE POST SET C/ • `" �'� 10" WIDE X 18" DEEP THICKENED IN CONCRETE FOOTING " • I �',d i 4 C b� "� °• d ¢ - :�:- 4•• a'l `� SLAB FOOTING WI (2) #4 CONT. ¢ 'v 01 6 ° YC- P ( BOTT. AND (1) #4 TOP AND MID CONC. SLAB AND #4 X 24" STEEL ANGLE - D co •.1 • .4 CRUSHED STONE LAYER ` a , - ± : < . �J u.i d, • a° { DEPTH REINFORCING PER PLAN PAINTED1 \ s`I• 9 % UNDER SLAB 4 _ ; a ., �: e: / I �`. ... .. E ' r. AT 18" O C. Q 3'-0" WIDE X 12" { r a d' ` ' a . ' "" REINFORCING PER PLAN Ci T a , gip- ' - " - -' - - 6.. . e _ • + .r DEEP CONCRETE �� a .a- :" .' ae.. • a a �• a° a da :. a e. .�' "21 FOOTING AT CMU r `tl 4 •� -l.. . . F ,d• d. d . 'e _ a at•. � , r° '•• • : ?Ia •' ..°• .; : A ." , '' ..- SLOPE AWAY FROM SLAB --\ ,.WALL W/ (3)#5 I' - •- • - , - • ; . ,- -4. *' Y . SLOPE PER PLANTCONT. BOTT, al t' °: , u ° k ° ' q y •I '•_ - HOSE BIB• . SEE . . , c 4 p " .d• sl _ ! Z ;_ ;• PLUMBING �. gas �� .• °r lC : — O •o a - .. o U '- d• DRAWINGS. a,• •.'6` -. , ° '`-�s- , ",�- •`a-<•• _ r . j b: r_ a - A1 I — \ •1-•• C' a,,•.a ° - - • - dY°-• .• - ,. "� ,'A •.may ` C : •aq-j _ ^ ° �J, I I N 1 • , _ ,-,,,,,- -.4-_-.,.:-„,--„.-“-7. .- 4. .V F u - d • . A.1' d I !- 0- - •• - _..e . , -e ,, .°4,. 3 6 •- - c - Ill -11____=--,.. ..:..i...,-... , ,' - —_ 1 O �./'� C ) T ` /p .-- - f STEEL DECK - PAINTED (LCZ O L— D 2'-0" I • I I .—I I- - ------I HEAVY DUTY BARREL GAT ❑ 0 THICKENED SLAB � H 1 ,I HINGE HINGE WITH GREAS 12 11'-8" 20' -4" FOOTING AND i tu �/ — ,, REINFORCING PER I — � I I l - FITTINGS, 3 PER GATE LEA U) 0 PLAN 10" SLOPE AS LINE OF GRADE I cr) U < 0 O .IIal / U STEEP AS BEAM I N W r n W O Q N A505 M POSSIBLE `_ J - . ;;V Ur o ct Cfl — Lo TRASH ENCLOSURE PLAN THICKENED SLAB FOOTING GATE POST DETAIL4 5 T ~ C 'V)(:) Scale: 114" = 1'-0" Scale 3/4" = 1'-0" scale: 3" = 1'-0" STORE #: 418 PROVIDE WELDED TOP CAP TO PROJECT #: 04753-029 PREVENT WATER INTRUSION ISSUE DATE; 02.25.19 SUBMITTAL E =, er,...ei SOLAR LED LIGHT MOUNTED TO POLE. SEE ELECTRICAL DESIGN MANAGER: JOHN PARK U LEAVE OUT 8"x8" BRICK TO BE PAINTED TO SECTION OF R,PRODUCTION DESIGNER, GUY RIPLEY Q MATCH EXTERIOR BUILDING TOP CAP FOR MOUNTING OF j, BRICK FINISH, TYP. -4 GC TO DETERMINE POLE DIAMETER AND HEIGHT IN FIELD CHECKED BY: aJ PAINT P534 - BLACK FOX LIGHT POLE. SEE DETAIL 8/A005 /I1I L NI 1� I I_ _ I f i - I I I I f I - Revision Schedule a 1� I I I I I I I 1 J 1 1 1 1 I i I l l l l k l l l l l l I [ I I I I I I I I I N ■ I I I I I € i- '7' , I I I I 3 I I I I 1 I I I I I I I I I 111 L I I I I i I 1 i i ! 1 i i 1 I I I I i 1 I I I I 1 I I I_ I I I I I I i I Rev Date By Description I !_ I I I I 1 1 1 iii 1 1 l 1 I T I 17 I I I I I 1 1 l 1 1 1 (r) - II 1 1 1 I ! I 1 I I I I 1 1 1 I I ! 1 I 1 - i 11 I 11 illi I 1 1 1 I I I 1 1 ! I 1 I I I I I I I I I I I I 1 I I 11 I I i I II I- I E I I I I - I I I I I I I I I 1 I I I I I I i i II I I I I I I I I I 1 1 I I 7 E l I T I I i I I l 1 1 1 I I 1 _ I I I I I I I I i I l l f I l l l l I T I �� T f 1 1 i I ! 11 I I I I I I I I III I I I II 1 I II I r I U II 1 1 1 1 1 1 1 1 1 1 1 1 ! I I 11 I I I I I I I I I I ! I 1 1 ! 1 II I I ! I ! I I I I I I I IlIIIIIIIlIIIII IIIIII I-F TIS rTIT 1111111 11 ! 1111 11111 III I IIII TIIIIITI[' I1I 111 1111111111 - ' (D 0 11 I 1 I I II I I I II I 1 1 1 I ! II I I I I I I I I I 3 I I I I I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I 11 • I 1 1 I 1 f II I I 1 I III I III I I I I I I I I I I I ! I II I I I II I III I II I II I 1 1 1 I 1 I 1 I 1 I 1 I I I I 1 I I I I 1 I I I I I 1 I 1 1 I 1 1 1 I I I I I I I I___ l l 1 1 II I I I I I III I I 1 1 I I I I I I I I I I I I I I I I I I I I I I 1 € I I I I I I I 1I 1 III I III I I I I I I 1 I I I l i II l l l I I 1 1 ! I I I I I I I I I I I I I I I I I i 1 1 I 7 I I I I I I I I I I I I I I 1 I I I I 1 1 II II I I I I I I I I I I FI I I I I I 1 1 1 1 I I I• I I I I I I I I I I I I 1 1 I I I I 1 I E I I I I I I I I I I I I I I _L I I I II 1 I I I f I I I 1 I I I I I I I I I I I € j I I I L 1 I I E I I I I 1 I I I I I I I I i SHEET TITLE: - i , i I I i N I I I I I I I I I I I , I I I I I I I I I I 1 I 1 [ I I € I I I I ! i I ! I ! I 1 I I I I 1 I f I f I I I I MASONRY CONTROL JOINT co TRASH ENCLOSURE PROVIDE 1" DIA. SOLID STEEL PROVIDE 1-118" WIDE X 8" WHERE REQUIRED c>7c:din ROD GATE BOLT TO BE LONG SLOT CUT IN 1-1/4"10.D. r : OPERABLE FROM EXTERIOR. STEEL PIPE. WELD TO FRAME. SCALE: AS SHOWN op oSHEET NUMBER: ,I ENCLOSURE ?__)(--- , TRASH ENCLOSURE 3-� TRASH ENCLOSURE 4� TRASH ENCLOSURE RA HN Scale 114 = 1'-0" scale: 114"= 1' 0" scale: 114" = 1'-0" \ / Scale: 114" = 1'-0"NA005 WALL TYPE LEGEND WALL BLOCKING KEY GENERAL NOTES *Ittr WALL CONSTRUCTION SCHEDULE A GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS 1 • WALL FRAMING AND EXTERIOR SUBSTRATE PER WALL LABELING KEY: INTERIOR SHEATHING • SYMBOL ITEM WEIGHT HEIGHT AFF APPROX. WIDTH AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF JO •� -- 111111114L • LL, 5l8" GYPSUM BOARD ON INTERIOR BY GC I— —1 ANY DISCREPANCIES PRIOR TO CONSTRUCTION ALL (MOISTURE RESISTANT ON RR,WORKROOM, AND _.. _.� _..........._ WALL STUD ►Xx X )x / WORKROOM HANDSINK 250 LBS 3'-0" TO 3'-4" 2'-4" BEHIND SINK DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM BACKBAR WALLS _ _ _4_1 INTERIOR MODIFIER C,, NEW EXTERIOR WALL - PREPARE TO RECEIVE B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED NEW INTERIOR FINISHES WALL STUD O 3-COMPARTMENT 300 LBS 4'-6" TO 7'-0" 3'-0" CENTERED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT 6" 18 GA METAL STUDS WITH R-19 BATT . 3a 3-5/8"20 GA STUDS AT 16"O.C. (FULL HEIGHT) 411 SHELVES ABOVE 3-COMP SINK ANY WALL ATTACHMENT AND/OR SIGNAGE INSULATION. PLYWOOD SHEATHING PER 3b 3-5/8"20 GA STUDS AT '16" O.C. (TERMINATE 6"ABOVE CEILING). PROVIDE 45 DEGREE C. IF EXISTING EXTERIOR ENTRANCE THRESHOLD STRUCTURAL, 1" MIN. AIR GAP AND SALVAGED METAL STUD BRACING AT 48"O.C. FROM TOP OF STUD WALL TO STRUCTURE ABOVE. OE SHELVES AND DATA 300 LBS 3/4" AC 3'-0" CENTERED ABOVE EXCEEDS MINIMUM BARRIER FREE PROVISION OF THE BRICK VENEER. 6a1 6"20 GA STUDS AT 16" O.C. (FULL HEIGHT) RACK (STAB) PLYWOOD MANAGERS DESK AND CODE, REMOVE AND REPLACE WITH ACCESSIBLE CQ 2018 STARBUCKS COFFEE COMPANY DATA RACK THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL 6b ( ERMMETAL STUD BRACING AT48T0.C./NATE 6"ABOVE CEILING).FROM STUD WALL TO STRUCTOVIDE 45 URE ABOVE.DEGREE RR GRAB BARS 300 LBS 2' 4" TO 3' 0" 1' 0" AROUND WC CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED STA RB U C KS® 3a B - ao� -1 INTERIOR SHEATHING WITH A SLOPE NO GREATER THAN t12. 2401 UTAH AVENUE SOUTH 3a B 24 v I ' I A 518" GYP. WALL BOARD (FULL HEIGHT) D. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SEATTLE, WASHINGTON 98134 B 5/8" GYP. WALL BOARD (TERMINATE 6"ABOVE CEILING) '0' G RR HAND SINK 300 LBS 3'-0" TO 3'-4" 2'-4' BEHIND SINK SHOWN OR NOTED OTHERWISE (206) 318-1575 C 5/8" CEMENTITOUS BACKER BOARD (FULL HEIGHT) E.. INSTALL MOISTURE RESISTANT GREEN BOARD ON BACKBAR WALL PER PROJECT MANUAL. THESE DRAWINGS AND THE PROJECT MANUAL D 5/8" CEMENTITOUS BACKER BOARD (TERMINATE 6"ABOVE CEILING) 2' 10" BEHIND TABLE ARE CONFIDENTIAL AND SHALL REMAIN THE 3a B os \ E 518"CEMENTITOUS BACKER BOARD TO 48"A.F.F. WI GYP WALL BOARD ABOVE O BABY CHANGING 300 LBS 3' 4" TO SOLE PROPERTY OF STARBUCKS \ I ' I F 5/8" PLYWOOD (TERMINATE 6"ABOVE CEILING) STATION 3'-11" F. ALL DOORS SHALL BE 32' (815MM) MINIMUM CLEAR CORPORATION, WHICH IS THE OWNER OF THE OPENING WHEN OPENED TO 90 DEGREE POSITION COPYRIGHT IN THIS WORK. THEY SHALL NOT G (2) LAYERS OF TYPE X WATER RESISTANT GYP. BOARD (FULL HEIGHT) UNLESS OTHERWISE NOTED. 0 ARTWORK 50 LBS VARIES 1' 4" BEHIND BE REPRODUCED (IN WHOLE OR IN PART), H 518" CEMENTITOUS BACKER BOARD (TERMINATE 6"ABOVE CEILING ON ONE SIDE. MOUNTING BRACKET G. INSTALL NEW DOORS AND WINDOWS AS INDICATED. SEE SHARED WITH THIRD PARTIES OR USED IN ANY FULL HEIGHT ON OTHER SIDE) MANNER ON OTHER PROJECTS OR SHEET A601 FOR HARDWARE AND SCHEDULES. EXTENSIONS TO THIS PROJECT WITHOUT THE 3a I A ai � INTERIOR MODIFIERS DRIVE THRU 100 LBS 4'43" TO 6'-4" 6'-4" AT DT WINDOW r- a ai ACOUSTIC INSULATION (FULL HEIGHT) O COMMUNICATIONS H. STARBUCKS VENDOR TO PROVIDE DOOR HARDWARE PRIOR WRITTEN CONSENT OF STARBUCKS v _ COMPONENTS AND GC TO INSTALL CORPORATION. THESE DRAWINGS AND as FINISH ONE SIDE ONLY EQUIPMENT SPECIFICATIONS ARE INTENDED TO EXPRESS ti THERMAL INSULATION (FULL HEIGHT) I TEA SHELVES 250 LBS 4'-6" TO 5'-6" 8'-0" CENTERED BEHIND I. VERIFY ALL EXISTING DOORS. HARDWARE AND FRAMES DESIGN INTENT FOR A PROTOTYPICAL PARTIAL HEIGHT WALL. 16 GA METAL STUDS AT 16" O.C. WI RCKW RIGID SHELVES MEET STARBUCKS AND/OR CODE REQUIREMENTS. STARBUCKS STORE (WHICH IS SUBJECT TO \ 24 O A201 CHANGE AT ANYTIME) AND DO NOT REFLECT 6a B - I i. IT CONNECTORS AT FLOOR. (MODIFIER = HEIGHT IN INCHES A.F.F.). ACTUAL SITE CONDITIONS NEITHER PARTY © J. PROVIDE FIRE EXTINGUISHERS AS NOTED ON THE APPROVED PLANS FROM THE CITY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A © WRITTEN AGREEMENT IS FULLY EXECUTED BY 8301 K. SEE STRUCTURAL FOR KNEE WALL BRACING. BOTH PARTIES. 0 A503 (WI X4005) (.‘Al X4004) 0 L. SEE SHEET A501 FOR BUILDING DETAILS. 0 I STARBUCKS TEMPLATE VERSION 12018.10.16 I 6a I A ai ` 1 0X10191 , V //{ I nIC1016�, II: II �� 3 \ 1I I: ,; 11 � ' M. REFER TO SHEET 1104 FOR FLOOR AND WALL FINISHES. T - �- • © A502 1 /� D 10190 6 6 KEYED NOTES ` 6 TYP. A502 \\A501)TYP. Eu \// A502 7 -�, 1. CASEWORK SHOWN DASHED GPD Engineering and Architecture © SIM. / � / Professional Corporation //_—I 3a C ai 520 SOUTH MAIN ST,SUITE 2531 N �-\ A101 / / [� • AKRON,OH 44311 • 2. FIRE EXTINGUISHER LOCATION. • / / N P:330-572-2100 F:330-572-2101 T �� i D 10196 ////// /!!!/�� 3. ELECTRICAL PANEL LOCATIONS. MAINTAIN MINIMUM �, Iw/% MEN'S RR /j44-- 3a C ai 1 (WI X4003) CLEARANCE AS REQUIRED BY CODE. GPD PROJECT NO: 2016355.42 / 2 I 6a C I ai _ i/=, A101 ILL\� I 4. EXISTING ROOF ACCESS LADDER AND HATCH ,�� C / ��-' L// =r I 1I ABOVE. 3' - 0" MIN. co / 3a C ai % - WOMEN'S • Lo INc.� �Yf,>, MARK S. SALOPEK�� / RR / 5. ALIGN FACE OF FINISHED WALL. U � , CLEAR F i G F / AKRON, OH / I / 1201 3 A301 6. SHELF FOR WATER HEATER ABOVE. \ © u /////// /////////�////// //////////////////i/ 11 7. OUTLINE OF AWNING ABOVE. w � 02/28/19 p 8. 275 SERIES M.O E.R. DRIVE THRU WINDOW (WITH 8' -6314" 1' - 11" •1' -7114" � r6a C ai 9' 3114" INTEGRATED DOUBLE SPLIT TRANSOM AND AIR !!� /� i � CURTAIN. ) / j( ;o i D 14861 O ' © ,:- 9 NEW PIER FRAMING AROUND EXISTING STEEL OA101 COLUMN. 11' - 11 1/2" 10. INFILL EXISTING WALL OPENING PER DETAIL. LLI F- WORKROOM / /112" ,� / IX acr) N // f / m /g� / 11, SECTION OF NEW EXTERIOR WALL. =. c�1r 7-- 6a C al N A501 12. GC TO TOOTH IN ALTERNATE COURSES OF EXISTING ` ❑ U I \� ' O BRICK VENEER AND NEW BRICK VENEER AT C'7 W / 7 � 3a I B os 1B CORNER. N 7' -3112" 2' -10 c� CC �// Q I A202 > / �� Ha 3a B os -► ■ FI f /% ^ >_ \ 0LLI A501 �� S0 ' tc'',102 LEGEND 2 I I c9 / I A501; U 71- 3a B 24 j Rr I. 6 ///:///////// NEW FULL HEIGHT WALL N 0N • •..nve.•.m.•vov•rrv.. NEW PARTIAL HEIGHT WALL 5/8" TYPE "X" GYPSUM / CAFE /0/10449 • cn W n LL BOARD o / r 1- EXISTING WALL 2 0 O METAL STUDS AS 3a C � ai 0 / I \ 8 Q p 5 r H - SCHEDULED / CO 0 L PCO . 1,./ \ i / % A503 0 DATUM POINT H CI) ,. . - . . '///////l//////////////////� I I U < U C i ' W_ W 0) �— 1X SOLID PRESSURE 0 — — /% i1 O 0 O N N TREATED WOOD / I BLOCKING - �/ �. IT 11' . / u, m I \ NO RABBET FRAME / G L,: =' �/ STORE #: 418 I BACKBAR \ © i 1 PROJECT #: 04753-029 r N I A301 I ISSUE DATE: 02.25.19 SUBMITTAL E I DESIGN MANAGER: JOHN PARK oo SWINGING DOOR JAMB DETAIL \ g - 7 3a B - y' LEEDOAP: 3a FIB - �� PRODUCTION DESIGNER: GUY RIPLEY Scale: 3" = 1' 0" - A501 ' K I K I ; K 1 / ih . � ` 'l A502 CHECKED BY, -L \ r// ///////////// ////////%, W'X4002 0) _ / i Revision Schedule BOARD 0 i --- 518" TYPE "X" GYPSUM Rev Date By Description N f 6a D ,� 3a FIB - cn - - METAL STUDS AS T SCHEDULED / b . I �/ 6 U .13a B - I - / io L- TYP. A502 / — 1X SOLID PRESSURE A501 1 / / TREATED WOOD / : [ EE 7 SHEET TITLE: BLOCKING \ • I��€ ri I_ I. '' L . — — — — ` " BUILDING FLOOR PLAN O 1 0 DOUBLE RABBETTED c) METAL FRAME 3' -0" 9' - 3" N: / �W X4001) 0 0 SCALE AS SHOWN rn Y A202 N JAMB DETAIL BUILDING FLOOR PLAN A301 2' 4' 8 SHEET NUMBER 0 CO NScale 3" = t-0" scale 114" = l'-0" A101 N scale 114"=T-0" LEGEND KEYED NOTES GENERAL NOTES *** *PP. Ahk. EXISTING WALL 1. GREASE INTERCEPTOR IN FLOOR. A. ALL STUB-UP DIMENSIONS ARE RELATIVE TO FINISHED '~ [[[[ WALL LOCATIONS (SHOWN AS OUTLINES ON THIS PLAN) 2. IN-SLAB TRENCHING (OUTLINE SHOWN FOR REFER TO FLOOR PLAN FOR WALL PLACEMENT r —I REFERENCE ONLY). GC SHALL COORDINATE FINAL I I CONCRETE LEAVE-OUT LOCATION OF TRENCHING BASED ON SITE SPECIFIC B FLOOR SINK: REFER TO CUT SHEETS FOR COMPONENT i______JCONDITIONS. SPECIFICATIONS AND CUTOUT REQUIREMENTS. DATUM POINT 3. ELECTRICAL STUB-UP LOCATION. SEE SHEET E101. C. WASTE LINE PENETRATIONS: REFER TO PLUMBING PLANS FOR INDIVIDUAL LINE LOCATIONS. 4. PLUMBING STUB-UP LOCATION. SEE SHEET P101 24' S" D STUB-UP PENETRATIONS: REFER TO ELECTRICAL AND ©2018 STARBUCKS COFFEE COMPANY 5. FLOOR SINK LOCATION SEE SHEET P101. PLUMBING PLANS FOR INDIVIDUAL STUB-UP LOCATIONS. r 6. FLOOR DRAIN LOCATION. SEE SHEET P101. E. TOILET FLOOR PENETRATION. REFER TO CUT SHEETS STARBUCKS 18' 9314' FOR STUB-UP LOCATION RELATIVE TO FINISHED WALL. 2401 UTAH AVENUE SOUTH 12' - 1 112" 7. TOILET WASTE DRAIN SEATTLE WASHINGTON 98134 F PENETRATION TO BE LOCATED ON CENTERLINE OF 8' 0112" , 8. MOP SINK WASTE DRAIN. WALL OR AS REQUIRED PER CONDITIONS. (206) 318-1575 5' - 10 3/4" 9. CLEAN OUT. SEE SHEET P101. G. TRENCHING OUTLINE FOR GUIDELINE USE ONLY. THESE DRAWINGS AND THE PROJECT MANUAL / GENERAL CONTRACTOR TO COORDINATE WITH ARE CONFIDENTIAL AND SHALL REMAIN THE 5' -0 112" I SPECIFIC TRADES AND SITE CONDITIONS TO DETERMINE SOLE PROPERTY OF STARBUCKS / ACTUAL LAYOUT. CORPORATION. WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT H. REFER TO SHEET 1101 FOR FLOOR FINISHES. BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR [r,.- EXTENSIONS TO THIS PROJECT WITHOUT THE i :1 1 _ I: 11 \ \ \ ,`- 13-1 ,9 , PRIOR WRITTEN CONSENT OF STARBUCKS — — 0 CORPORATION. THESE DRAWINGS AND N SPECIFICATIONS ARE INTENDED TO EXPRESS r 110-------_ �' DESIGN INTENT FOR A PROTOTYPICAL �� STARBUCKS STORE (WHICH IS SUBJECT TO -' 6 CHANGE AT ANYTIME) AND DO NOT REFLECT --P r _ ACTUAL SITE CONDITIONS. NEITHER PARTY c° SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER XCEPT STATED I WRITTEN AGREEEMENT S FULLLY EOXECUTED BY Q' ca ! I 0VE) UNTIL A BOTH PARTIES. N C. -\-- -- i �� ,, "+�} WOMEN'S 1 STARBUCKS TEMPLATE VERSION 12018.10.16 �— RR I MEN'S RR ,---. ' 7 Q : 0 ei 1'1 illini‘‘ ` GPD Engineering and Architecture O DIMENSION DATUM ALL CONDUIT a ' IN ST,SUITE 2531 �. Professional Corporation POINT STUB UPS I 520 SOUTH MAAKRON OH 44311 ' _6" TOBE WITHIN vlP:330-572-2100 F:330-572-2101 EQ \\\1 EQ BOUNDARY / GPD PROJECT NO: 2016355.42 \ - - - - — °N., ti�V,DARe. �`� r — - - i_ Q 1 -c \ ORKROOM \ w\ waimomil CONDUIT TO 314' POWER TO I3/41' PWER . Q AKRON, OH wax . • ELECTRICAL FOODCASE NO 603€; • Y12NF�RONE TO 314" POWER Y w MANAGERS DESK FUTURE 1 � , 112" DATA TO 112" SECURITY TO . 7, „> ...:, . ':%�' ..��,. ��% :.,��,> 1 0 j • r.. ..... ...lis A MANAGERS DESK MANAGERS DESK +. ' ;� ;:.7'..T':57. I!"":,i,iiii 0 ante • , 1,.--. STUB-UP @ POS/SAFE UScale 1 112" = 1'-0" CAFE w lJ/' TD BACKBAR D co 0 DIMENSION — ALL CONDUIT N Lu DATUM STUB UPS \ ' � ' "t - 0 It rt Q POINT 7" TO BE WITHIN / THIS BOUNDARY • �' 5 Y EQ r EQ ' : � ` , ` Uri Cr\ co N • ' •r Z I \ w •v co ,9, U N N ti N - Ino:ii i/ �Q „�, N N _ N al c0 N... CWF STUB UP cv f cn Q f m 0 — CL LL HW STUB UP _ — a 0 W O N a `n m \ ( ¢ ❑ CW STUB UP ao 14" .,@, I Z Q U) 0 ~ < I— L � N �f f>>.a STUB-UP @ FRONTBAR , c, wcD w o Q 3 - �, C _ T ;{ O maim. o N C7 N Scale_ 1 112" - 1'-0" - r� cv 1 CL I i V - '~ i l <y STORE #: 418 PROJECT #: 04753-029 DIMENSION DATUM - ALL CONDUIT _ CD POINT STUB UPS r . a I DESIGN 1 ISSUE DMANAGER: JOHN PARK ATE: 02 25 19 BMITTAL Eiii TO BE WITHIN cv i - 1 -9 BOUN0DARY LEEDOAPI THIS BOUN R 0 / X \ \ \ \ \ ' \ \ \ \ — I� PRODUCTION DESIGNER: GUY RIPLEY 0, CHECKED BY - — - — f —p — 0\ 5/ Revision Schedule •0) - - �`— i - -i - - -a\ 3' 10" , i \ I - - ■ _ - — -11\ 4' 5 1/2" Rev Date By Description u) � I 314" LAN D CONDUIT 5' -10 114" / C? TOPOS /SAFE 1 13'-7314" 314" ISOLATED 14' 6 314" / GROUND - _ �/ POWER CONDUIT 17' -2" - 314" LAN CONDUIT TO f 18' - 11 112" i/ SHEET TITLE: a. MANAGER'S STATION / -- 19 3 , I BUILDING FLOOR Q 314" ISOLATED GROUND / - - el PENETRATION PLAN C) POWER CONDUIT SCALE: AS SHOWN N--- CD CD `s STUB-UP @ FRONTBAR FLOOR PENETRATION PLAN I 2' 4' 8' 0 SHEET NUMBER: CA 11 (g) scare 1 1/2"= 1'-l?" Scale:114°=Scale: 114" = 1'-0" �■ N GO 1'-0' N BUILDING ROOF PLAN NOTES . IIIIIIIAIIrf A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS )111111111P " AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. B. CONTRACTOR TO BUILD UP ROOFING AS NECESSARY TO INSURE POSITIVE DRAINAGE TO EXISTING ROOF DRAINS. C. CONTRACTOR TO PROVIDE WARRANTABLE ROOF INSTALLATION. ®2018 STARBUCKS COFFEE COMPANY D. INSTALL SECOND LAYER OF ROOF MEMBRANE FOR 36" STARBUCKS® (915mm) PERIMETER AROUND ROOF TOP EQUIPMENT AND ROOF HATCH 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL SHEET NOTES ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE 1. NEW RTU AND CURB IN PLACE OF EXISTING. REFER TO COPYRIGHT IN THIS WORK. THEY SHALL NOT DETAILS 3,4,51A503. BE REPRODUCED (IN WHOLE OR IN PART), 12 SHARED WITH THIRD PARTIES OR USED IN ANY © A502 2. NEW PREFINISHED METAL COPING. TYPICAL. MANNER ON OTHER PROJECTS OR A301 Q OEXTENSIONS TO THIS PROJECT WITHOUT THE 3 VTR, SEE PLUMBING DRAWINGS. FLASH AS REQUIRED. PRIOR WRITTEN CONSENT OF STARBUCKS / CORPORATION. THESE DRAWINGS AND • 4. NEW EXHAUST FAN AND ROOF PENETRATION. SEE SPECIFICATIONS ARE INTENDED TO EXPRESS N • – /...di MECHANICAL DRAWINGS. DESIGN INTENT FOR A PROTOTYPICAL _ STARBUCKS STORE (WHICH IS SUBJECT TO 4115. NEW CONDENSING UNIT. SEE MECHANICAL DRAWINGS. CHANGE AT ANYTIME) AND DO NOT REFLECT 15 ACTUAL SITE CONpITIONS. NEITHER PARTY tea. -----------&------------&- ---------- 6. NEW TPO MEMBRANE ROOFING WITH AN SRI NOT LESS SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THAN 78 OVER EXISTING ROOF DECK - SEE THE OTHER (EXCEPT STATED ABOVE) UNTIL A ' — SPECIFICATIONS. REFER TO DETAIL 61A503 WRITTEN AGREEMENT IS FULLY EXECUTED BY f BOTH PARTIES. e ® . 7. WATER HEATER FLUE. SEE MECHANICAL DRAWINGS. STARBUCKS TEMPLATE VERSION 12018.10.16 I 0 8. NEW SIGNAGE. SEE ELEVATIONS. 9. EXISTING ROOFING AND DRAINAGE. REPAIR AS O ; • © NECESSARY. 0 10. NEW METAL CANOPY. SEE STRUCTURAL. _ 11. NEW EYEBROW OVERHANG TRIM ELEMENT. GPD Engineering and Architecture • I a r 12. NEW RTU, CURB AND OPENING. SEE STRUCTURAL Professional Corporation • L•J O I A301 REFER TO DETAILS 3,4.5/A503. 520 SOUTH MAIN ST,SUITE 2531 AKRON,OH 44311 P:330-572-2100 F:330-572-2101 13. EXISTING ROOF HATCH. . j GPD PROJECT NO 2016355.42 CO 14. PROVIDE NEW CRICKET. A 41111 . 15. EXISTING ROOF DRAIN. REFER TO DETAIL 71A503. � i�ED A�c �. V MARK S. SALOPEK C'r1 ra ! CI AKRON, ti \ . . NO. 603f; • f J. I I .Tt - 02/28/ 1 22' 9112" © 1 - ).. 0 W Q 0 0 I1t' \ ! Ct Q D Co 10'- 10114" � o�_ I cn ;. cL 411) W = ON 0 Z v � N .rF . . N co cr o � � c o LL (9) w w E o © I ' Z a -2 A301 • N Z ■ ■- < (f) ❑ rtl 0 7 I— H v Q U o L 1' A501 w 0 w Co < CY> N � o 0o 0_ N c 1. STORE #: 418 0 co PROJECT #: 04753-029 Q? ISSUE DATE: 02.25.19 SUBMITTAL DESIGN MANAGER: JOHN PARK E LEEDIOAP pA301 11 PRODUCTION DESIGNER: GUY RIPLEY 0 I 15 CHECKED BY: 4:U ....- el •Lk , I Revision Schedule u) 1.3 \L Rev Date By Description DIIIIIIIIIIIIIIIIIIIIIIIIIIIII U 0 a 0 0 2 SHEET TITLE: 0_ ROOF PLAN 2' 4' 8' BUILDING ROOF PLAN - - - — - — 0 co Scale 114" = 1'-0" - -i r` Scale-114"=1.-o" SCALE: AS SHOWN 07 o SHEET NUMBER: (N C0 N A103 N GENERAL NOTES *** SIGNAGE TO BE SUBMITTED UNDER A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE fr '~ .... 1111111111k SEPARATE PERMIT BY OTHERS — SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS SHOWN FOR REFERENCE ONLY. AND 1 EEK ATE OF NSTALLATION RCOCOR NSTRUCTION LMAANDAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION, DIMENSIONS OF BUILDING B. GENEAL CNTRACTOR SH ELECTRICA OCONTRACTOR TOLFURNISH AND INSTALL O SHELL FOR REFERENCE ONLY ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, ©2C18STARBUCKS COFFEE COMPANY CONNECTIONS AND BREAKER AT PANEL BOARD ' NECESSARY TO SERVE SIGNAGE. STARBUCKS® C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED 2401 UTAH AVENUE SOUTH WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE. SEATTLE, WASHINGTON 98134 (206) 318-1575 D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND Alik LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR THESE DRAWINGS AND THE PROJECT MANUAL A301 POLE SIGNAGE AND PROVIDE SHOP DRAWING(S) PRIOR ARE CONFIDENTIAL AND SHALL REMAIN THE TO FABRICATION TO THE STARBUCKS DESIGNER FOR SOLE PROPERTY OF STARBUCKS APPROVAL. CORPORATION. WHICH ES THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT 8� REE E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN BE REPRODUCED (IN WHOLE OR IN PART), 5111394 1` ®'� COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. SHARED WITH THIRD PARTIES OR USED IN ANY mewl 0 MANNER ON OTHER PROJECTS OR F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO EXTENSIONS TO THIS PROJECT WITHOUT THE Ni '4NN,N .- _ CONSTRUCTION MANAGER AND TO THE GENERAL PRIOR WRITTEN CONSENT OF STARBUCKS I I t T - I . I ; l I I ; ; , I-1 I ; i ; i I I t ' t I I i , I = L 1 _ 1 . ; I CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO CORPORATION. THESE DRAWINGS AND 1 I I t I I 1 f \ \ _ _ ` 1E NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP ;,� �., SPECIFICATIONS ARE INTENDED TO EXPRESS III �1� DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH DESIGN INTENT FOR A PROTOTYPICAL i I ARCHITECTURAL DRAWINGS. STARBUCKS STORE (WHICH IS SUBJECT TO M EQ. :1 EQ. I CHANGE AT ANYTIME) AND DO NOT REFLECT • G. GENERAL CONTRACTOR TO CLEAN, PATCH AND ACTUAL IT I N 0 f --' / f REPAIR EXISTING EXTERIOR AS REQUIRED. SITE CONDITIONS. NEITHER PARTYY 1 SHALL HAVE ANY OBLIGATION NOR LIABILITY TO , 1-{-- !1 THE OTHER (EXCEPT STATED ABOVE) UNTIL A 2 VLA\ �3 "/ e '6X20001 H. GC TO PROVIDE J-BOX WITH PULL STRING FOR FUTURE WRITTEN AGREEMENT IS FULLY EXECUTED BY CD \ I BUILDING SIGNAGE, COORDINATE LOCATIONS WITH BOTH PARTIES. Z SIGNAGE VENDOR PRIOR TO INSTALL. r,- c E , I STARBUCKS TEMPLATE VERSION 12018.10.16 I "' I - • _ I. PROVIDE 3/4" MARINE GRADE PLYWOOD BLOCKING FOR ti I I I EXTERIOR SIGNAGE. EXTEND BLOCKING 8" (205mm) MIN. _ 1 I I f I I I 1 ! ! • II BEYOND EDGE OF SIGNAGE. _ ] I I ] 1 ....LL., 1 , = 1 1 1- III `9 - 11 ' I I ' I ' f \1 '/fes [ I 1 I f I _ 11 II I 1 I 1 I 1 e1w111111AA�_ _ f/1 1 t i I 113 ✓1 �, 1' 1 ' ! 1 I I I I I -T �M T Q — I 1 I! I r—T� 1 1111 1 W — I I I ' , I I 1 I VI J_ ,f F_ • W I = • O II I = I I t 1 J/ I II I 1 1 , 2 1 f 1 I ! \ I I I - F 1 1 16',1�' � �' � ' 1� ` 6 4 a I ? . I 1 , , = QX2�001 GPD Engineering andArchitecture I •�� 1 II ---�— ,5,I I - KEYED NOTES O W I I 1 f OL MI, i' I I l-1 1 —~f t i- l 1� J 1 ,- , , , 1a • , 1 = Professional Corporation I I I I I I I 1: I I 1 I 1 R1 1 1 1 I 1. (N) 54" ILLUMINATED EVOLVED LOGO DISK (FLUSH � -` • I I I I 1 r 1 r 1 1 _ /1 I I I I 1 I _ 520 SOUTH hfiAlN ST,SUITE 2531 r u 1 1 1 1 1 I _ _ I T� �� I -- �I Irk SIM. ► © - _. MOUNTED) SIGNAGE UNDER SEPARATE PERMIT BY AKRON,OH 44311 I 1 ' 1 " I I 1 ' 1 ' ; 1L P.330-572-2100 F:330-572-2101 �1 II �I� a _.� I OTHERS. GC TO COORDINATE REQUIRED ATTACHMENT - -- a . �,„10 � s WITH CM AND SIGNAGE VENDOR- IMMI • . • I = � mi -- � �.11 1 �^' 1— GPD PROJECT NO: 2016355.42 - 1 =z �� _ .ill I , _.. • -�- 2. AREA OF NEW INFILL. SEE DETAIL 81A501. �II�I lii�arl`.I�' "� im 1 III i` li—a.ID — / 3. (N) EXTERIOR FURNITURE. :::A‘ii1 iL 4. NLOW PROFILE METAL PANELS. �KS. 5:1l,OL)!;I{6X20001 �QX20001 ( ) RON, OH 0 5. (N) 16” ILLUMINATED WORDMARK (FLUSH MOUNTED). SIGNAGE UNDER SEPARATE PERMIT BY OTHERS. GC TO • NO. 603f; COORDINATE REQUIRED ATTACHMENT WITH CM AND Lf�, y 02' 1 NORTH ELEVATION SIGNAGE VENDOR ,I �} 01. / scale: 1/4"= 1' 0" 6. (N) STRUCTURAL STEEL CANOPY - PAINT XP561-ES. SEE ` � STRUCTURAL FOR MORE INFORMATION 7. (N) STOREFRONT WINDOW IN PLACE OF EXISTING. , 8. (N) METAL COPING CAP - PAINT P588-ES. TYPICAL. Et _N 9. (N) HOLLOW METAL DOOR IN (N) ALUMINUM STOREFRONT D_ FRAME. PAINT P588-SG. L a © 10. (N) MODULAR PATIO RAILING SYSTEM BY AWNEX. SECURE W TO CONCRETE WITH (4) 114"x4" TITENS @ EACH LEG PER D coN Q A301 MANUFACTURER'S INSTRUCTIONS. 0 N I EQ EQ 11. (N) HOLLOW METAL SERVICE DOOR IN HOLLOW METAL VJ y FRAME. PAINT P588 SG. 1LLI 0 Ti % (SX1316 _.._ -_.__-__-.-_.. ..._..-. • 8 12. (N) CONCRETE FILLED BOLLARD. E111 I . . 13. FURNISH AND INSTALL SECURITY LIGHT ABOVE ENTRY 0 N O Ias DOOR.I CO CV \\ I , I I I f I - 1 4 - f T �I ! 14. REINSTALL (E) FLOODLIGHT. ~ 14 t I —� _—__�___ •1 I i ' I ` 1 ' 1 ' -' I ' I ' I ' -____ 1�1' ' ---aal__---, T 1 ' I ' 1 ' 1 ' 1 ' 1 --1 15. PAINT ALL EXTERIOR BRICK P588-SG, TYPICAL. w 1IIII __ I I 1 I 1 ! r. O 1 I 1 1 I I 1 r I I I I I I I I i I I I 1 1 I i I I i Q a I 1 1 I I 1 I I 1 I 1 I I I I I 1 f I I , I I I I 1 I I 1 I I I I 1 I £ I 1 I I I I I 1I I 3 I O I— I I I 1 I I 1 I I 1 I I � I 1 I ' I ' I 7 I �/ I I I I I f ) I I I '. I I '. I I I I f I I I 1 I I I 1 I f I I 1 1— Tr I , 1 1 1 1 1 r 1 1 I I } I I 16. (N) WALL HYDRANT. < Q I I 1 I I 1 I I 1 I I I I I 1 I I ,-,--. ' // �}�,� ��TIT I 1 I , I I [ ! I ! ! (/^\1 I ' f ' I I I I I 1 I I 1 ' I I I I I 1 I y- I I I I 3 I I ' i__,_, I I 1 5 y 1 I I I I i I I I I 1 ' V I I I I I I- - I ( q Q t r 1 1 I 1 1 I I I 1 I - I I 1 , I I 1 , I ' 1 ! 3 I 1 1 ' 1 Z ¢ l/ ■ 0 S_ iii"-`�"J///// _ I t f I I I 1 I I 1 I I I Y 1 1 I I 1 I I I ( } I t I I I I I 1 I I I I I I I Yell I f I I I I I I v J -_ 1(.15-`,L;-.r- /ti - I 1 I 1 I I I I I I 1 I I I I 3 I I I �\I „rr ] t 1 I 1 I I I I I I I I— T t ' \ i / I I I �' 1 I p I I r 1 I I I I ' I I ' Et _� 1 I 1 I I 1 I 1-�l 15 I"'-` I I I i I 1 1 E I I I 1 I f I C I 3 I I 15 I I 3 1 1 1 I 1 I f I CZ I- I 1 I f I I 1 I 1 1 / I E I 1 1 I I I £ I 1 I U o O I I I 1 I 1 I /1 I 1 ,-� I I I I I I I I I I I ] 1 I 3 1 I LU 1 I I 1 1 I I I ] } I 1 I r I r t [I Q f IIF' ' I I i , I 1 1 I 1 I I 1 I I I 1 1 I 1 1 1 I , I i _1 ` _ --L--_-L_-_, 1 ,- I -..,. _LIJ_.__E_ 1_ 1-_--'-'� �I 13 1 1 I N ----• TTTI— 1 O �V/ O �r N 1 1 I I I I I 3 I 1 . J _ 1-_ —1LL.._l �_ 6X20001- -♦ I I I I I F , 1 f 1 1 I 1 1 I I £ 1 1 T I I 1 7 I I O 1 ' //�y l I'� LL [ • 111111111 1. 1 f ! 1 II I f 1 I I I I I I I I 1 I I 1 1 I I 1 I 1 I DI- I--` 0- ` I- A _ I ��•-� __ -- -_ I I I 1 I I I I 1 I I I I I 7 1 1 1 1 I 1 1 I .I J _ • _ I I I I 1 1 I 1 I I 11 I 1 1 S I 1 1 1 I '_II 1 ' 1 1 I I ' I ' I ' 1 1_-'__1 1 I. ' I ' I f I I f 1 I 1 4 ' I ' f r I I , �L1 } III 1 1 11111 1 1 III I 1 II 11 11II1�111111111111111 1 111111 I Ill 1 1111111111 111d 1 Illi IIIA I111u1Il11111111ail111 1111{IIIIll111 II 111111I1i111111111117 STORE #: 418 O I I F I I r//////7 I t3 I II1I1111111 I ! , I1 11II' 1 ' (' 111 ' 1I ' 1 ' 1 ' PROJECT #: 04753-029 II I I IIt IiI Ia) I I ! 3I ' 1 ' 1 ' ' ' ' ' I 'E 6X20001 s I, ' 1 , — - ISSUE DATE: 02.25.19 SUBMITTAL ' r ' ' 1 DESIGN MANAGER: JOHN PARK 11 1 I ' , ' I Iio IO Ij 11 I , I I' ' I , ' III ' IJIIIII I ! t ____. LEIDOAP: I I ! I1 ,1J�� J�[� PRODUCTION DESIGNER: GUY RIPLEY �_ -- _. 11y1ft1t1 '7 _- CHECKED BY=� 15 YT' 1 £ 1 11 • Q 6 ' c I dtHHHHI !iiiH II 1II RevisionSchedule I,I 1 I i I'1 i 17 I I ' I ,I' "T"'I""T"-T- I I 3 I Rev Date BI I r�-�_ 15 T m I 0fes: f l I I e_____—_—�—�-- I I L ,Ill 1 7 I 1 I MEM i♦ 3 O m m 2 SHEET TITLE: ,- 2 WEST ELEVATION _ _ BUILDING EXTERIOR r Seale: 114" - 1'co ELEVATIONS r` I 2' 4' 8' SCALE: AS SHOWN c) Iii I DSHEET NUMBER: Scale:114"=1'-0' N /0 N N r GENERAL NOTES ililliire SIGNAGE TO BE SUBMITTED UNDER A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE „Art' " IGNAGE INSTALLATION WITH THE SIGNAGE CONTRAOR SEPARATE PERMIT BY OTHERS - PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS SHOWN FOR REFERENCE ONLY. AND 1 WEEKINSTALLATION_ TO CONSTRUCTION RULED DATE OF INSTALLATION CNSTRUCMANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. DIMENSIONS OF BUILDING B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SHELL FOR REFERENCE ONLY ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, ©201$STARBUCKS COFFEE COMPANY CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. STARBUCKS® C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED 2401 UTAH AVENUE SOUTH WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SEATTLE, WASHINGTON 98134 SIGNAGE All (206) 318-1575 • D SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND A301 LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR THESE DRAWINGS AND THE PROJECT MANUAL • POLE SIGNAGE AND PROVIDE SHOP DRAWING(S) PRIOR ARE CONFIDENTIAL AND SHALL REMAIN THE ISI1453420 TO FABRICATION TO THE STARBUCKS DESIGNER FOR SOLE PROPERTY OF STARBUCKS APPROVAL, CORPORATION. WHICH IS THE OWNER OF THE 5'-8" 81-0" COPYRIGHT IN THIS WORK. THEY SHALL NOT / —/ ) ,2.__.._"' --_�---` 0 �J 13 E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN BE REPRODUCED (IN WHOLE OR IN PART), .-._....____ 11 �J COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. SHARED WITH THIRD PARTIES OR USED IN ANY A502� MANNER ON OTHER PROJECTS OR F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO EXTENSIONS TO THIS PROJECT WITHOUT THE �. ! - - - - -i THEGENERAL NE i �� 1 [ 1 '11 T - , CONSTRUCTIONORAS MANAGER AND TOPRIOR WRITTEN CONSENT DRAWINGS ANDS `--�r�. '-'-"-� CONTRACTOR NEEDED. GENERAL CONTRACTOR TO ,I■� '-r1rLrl'-+-Lr` 1 , I : ' 1 ' , ''I ' �I ' I ' 11' I ' I ' 1 ` I ' ! ' CORPORATION, THESE Y1 I � I 1 I 6 I 1 , 1 1 I 71 I I 1 , I I I I I---�� I I 1 I _ _ NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP iiiiil�f" �� t� - SPECIFICATIONS ARE INTENDED TO EXPRESS .iiiiiiii i -----� i _ ----� DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH DESIGN INTENT FOR A PROTOTYPICAL I I I I I I I I [ 1 1 Y^� , 1 I 1- I I I 3 I 00(13163--:-41, ' ,fi , 1 1 1 1R = I ,v,- 1 ' , ' 1 ' , ' ARCHITECTURAL DRAWINGS. STARBUCKS STORE (WHICH IS SUBJECT TO I t I I I I I 3 ! I I im_ - I I 'T 1'- I , I rr'F I r I I r I ! I �._' 1.T., Trr CHANGE I I D I I I , ' 1 I 1 I C I I [ , I L - I 1 -�� I I 3 t I I'L I 1 I I ! f AT ANYTIME)AND DO NOT REFLECT iii t. ' 3 fl l `7 - G GENERAL CONTRACTOR TO CLEAN, PATCH AND ACTUAL SITE CONDITIONS- NEITHER PARTY iii_ ` ♦ 1 I I I I I I I I ` niir�i�� • _ i� i " ' ' ' F 1 r J_ _ REPAIR EXISTING EXTERIOR AS REQUIRED. r DG3��'IC �C�kr l' SHALL HAVE ANY OBLIGATION NOR LIABILITY TO I I I I I II 1 IIEIII If III I II IIIIIIIII I I D): 1 I -T-I-� I 1 ! E I I I 1 r f I I ! I I I , I I I I I y 1 1 1 1 , 1 1 I I . I' 1 I ' ' I 1 !- L` I 1 1 1 rll III IFI 1 / 1 1 1 11 THE OTHER (EXCEPT STATED ABOVE) UNTIL A 11 1 ' I 1 1 ` 1 I 1 1 -, 1 ' I J I 1 1 1 l 1 I I �J , I I I 3 I I I I I T I ♦ , i1111�1 .i111�i - - i . `� � ' , ! ; ��i� Lrl , ' , �I ,.�� H. GC TO PROVIDE J BOX WITH PULL STRING FOR FUTURE WRITTEN AGR EXECUTED BY .,r AGREEMENT iS FULLY r I , , , , BUILDING SIGNAGE. COORDINATE LOCATIONS WITH BOTH PARTIES. I I I E I 1 I I 4 I E I I I r 1 r r r -r 1 1 1 I 1 [ 1 r-✓- 1 r-- II -I , 1- r -r- { 'I ! r T 1 y 1 �- r ---r ! SIGNAGE VENDOR PRIOR TO INSTALL. I 1 1 1 I 1 1 1 1 I 1 I I I I 1 I I I I I I { I I I 1 II 3 I 1 1 I I I I I I 1 11 I I I I I I I I 1 { I 1 ' I ' 1 1 ' 1 ' 1 11 • ....:... I I i ! 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GC TO COORDINATE REQUIRED ATTACHMENT P.330.572-2100 F:330-572-2101 i I I 1 I 7 I I 1 I 1 I 1 I I I I 7 7 I i i 1 i 1 1 1 1 ■ 1 N1 1 1 1 I I 111111 i . i , , ' , i . sem;�,- L 1 -- WITH CM AND SIGNAGE VENDOR. GPD PROJECT NO: 2016355.42 1 1 1 1 1 i , , 1 --1 I l l ' I ' � �' 1 •I I I I ' I I I ' E I im fI 1 i I I I F I I r 1 I F I 1 I I I " TIT., I I I 1 I I 1 I I 1 1 IT-T- ��i J ll 1 1� II I i I i i' '"'"_'' "'," "'T—I'- "" I t I I I 1 I 1 I L I I , _---` I ` F'- I 1 ` I lO IT� 1 1 1 1 ` 1 ` 1'-� 1 1 1' 1 iI 1 1 1 E 1 1 1 L 1 T--1-1--1-1.-1-1-1-1-1-1111 �w� (.,�¢ I 11 2. (N) DRIVE THRU DIRECTIONAL SIGNAGE UNDER ��\ E 1 I I I I I I I I I I I I I I I I " ,-�r - i�1"T�!'TAT 1 P� {{{{--``'' � J ' 1 �/— L_ _; 1 1 1 1 1 r� SEPARATE PERMIT BY OTHERS GC TO COORDINATE , �� REQUIRED ATTACHMENT WITH CM AND SIGNAGE eil) VENDOR. �� f,J,411) O O () MARK S. S:11,OPI�:K rr1 031 3. REINSTALL (E) FLOODLIGHT. -LI A111i()\ C' • , OH r~ 4. (N) NEW 275 SERIES M.O.E R. DT WINDOW IN PLACE OF • NO. 6036 • T EXISTING. PROVIDE AIR CURTAIN. tI'�, 02/28/19 IIIIM1` SOUTH ELEVATION ION - f 5. PAINT ALL EXTERIOR BRICK P588-SG. TYPICAL. ftiL&/ scale 1/411 110" 6. N STRUCTURAL STEEL CANOPY - PAINT XP561-ES. SEE. ' C STRUCTURAL FOR MORE INFORMATION. 7. (N) STOREFRONT WINDOW IN PLACE OF EXISTING. L >, 8. (N) METAL COPING CAP - PAINT P588-ES. TYPICAL. W N 9. (N) DOWNSPOUT PAINT XP561 ES X EQ EQ 5' -0", / / 10. (N) MODULAR PATIO RAILING SYSTEM BY AWNEX. SECURE 0 TO CONCRETE WITH (4) 1/4"x4" TITENS @ EACH LEG PER D coN f MANUFACTURER'S INSTRUCTIONS. 0 N Q r/� A301 11. AREA OF NEW INFILL. SEE DETAIL 8/A501. Ci) >- U) Y U ! EY ,:-=.-.. � 1 � 12. (N) CONCRETE FILLED BOLLARD. LW O8 r.._. _........-........_...-...._.. 1 S)(1316 1 ®S 14534. 13. AREA HANGEORSILICANOPY EDG RS AND MREPAIRRREPOACE BRICK VE ALL Z U d' �, . VENEER AS NECESSARY. LL N F I 1 I ] I - , ,- 1 �'----1 L-'----1 [ ' 1 ' l ' ` , , I 1 / , 1 ' 1 i 1 I 1 ' , [ 1 1 1 1 � , , " r I 1 1 ` �' I I ; I f I I t I � I J � f�- I T`- i 1 -' f I I I 1-�, 1 I " 1 1 _ l _ _ L J - _ k l I 1 1 _ 11 _L1_ I I 1 1 F I F F_L 11 I f I I I 1 I ' I 1 � I 14. (N) LOW PROFILE METAL PANELS. UQ LJ J 1 1 1 1 l 1 1 1 i l_ 1 I- l _1 '--_ 1 1 " 1 1 Ea) d I I I 1 I I i 1 [[[[[[� --_ I " I " f 1 I I I I I I 'I ` 1 ' 1 ' 1 ' 1 1 ' I 1 T 11 1 F 1 F 1 I 1 F 1 l F l F II ,l r I I I - I 1 I I 1- I -_ -_ _ __ ---_ -___ -_- _ 1 1 1 F f F - t I I - ' I ' I ' I " 1 1 1 ' 1 " I I ' , " I ! I I I I J I L 1 1 I I - 1 1 I 1 [ II I I F I I I 1 I I I I I I I r f I r I , I T I 1 I 1 I I I I 1 -T I -,- , I I < 1 , ' , F 15. (N) WALL HYDRANT. LCLI f1 • \ { - I I -T-� O \ 1 I I I 1 I I t I 1 I I I I I I I 1 I F 0 IX Q I I I I , 1 I I I I 1 1 I if I I I i I { I I I n i I F 1 , I it I ! I 1 1 I I I I I I I O II I I 1 1 I I I I i I " F 1 1 /1 - I • 1 I 1 1 1 1 I I, `e„.. IF I I I I 1 I I 1 11I1�r �r- 1 l I 1 E I f ;1 T{ A Glil 1 I I , 1 , t 1 _ _ __ - , 1 - , , - _ _ f ' 11111D�O NE THRU r ,—, *\ ❑ LO __ ___ -- \��lll 1 , , , 1 1 1 1 , 1 I 1 , I 1 , V �� 1� HF r 1 I I 1 I 1 1 I I 1 1 1- I I I I 1 1 1 f1 , 1F1F111F1F ' I1IIIL� 1 / F I Id5�� I I { I .I I I { II1l IlI ' I 1 1 I II I I I 1 l I l 1 I 1 O Ct I I F I I f 1 I 11 I I 1 1 I l I I �L_ I r f I _1 1 [ 1 , , F , 1 1 I 1 , , 1 , , 1 F- , 1 1 I I 1 1 II LLI o I I I , , I 1 1 _ �� l� i,-„� , , , 7 1 I , 1 , 1 , , , , I I I t 0 11 1 1 I 1 { [ I I I I I 1 1 1 1 1 I I • I , , I I I I , I J I I I , I I I , I I I f l - I I I I! VV/ N 1 I I I I I , I 1 I 3 ! 1 111 1 I I 1 1 I I I I 1 1 , I 1 'OKI) / II r i i II 1 2 11 J 1 TT 1 L .— �Qx2000l I I I ! I r I { I , E I I- 1 I I Jl ..S ._ J 1 771_,_ 1 !- 1 I 1 1 1 1 ! E I I 1 1 ' it I 1 I. 1 I__--1_ I 1 1- 1 1 1 _L I I-i 1 1-.J_11 ! _ 1 ' I F I t I I l 1 r I _ I 1 _ I I I L _ I 1 I I I I I I I I I I t I H. 1 I 1 1 , { I I 1 11 ' 1r� O O M i iii 1 1 I I 1 1 1 1 1 " 1 ' 1 I i I l F I J 1 , 1 1 I I 1 I 3 1 1 1 i 1 1 F1 Illi l 11 !IlIIIIII(1IIIIi1111�1II1�_II 111I I I I I I I I I I , I I , , I I LL 1 1 I I I I ' 1 1 1 , 1 1 1 1___ I I I I I � 1 I . I , , 1 , I I II I I I I I I I I I ! I I I I I I _ �-Lr) ( I gu I 1111`I I I_IJl11ll1l1 f 1.1L1i111!� -. 1 - )1 1/ 1 1 , , I 1 1 I , I , , I 1 I , , rl l 1-- I-' 1 I 1 1 ' ' 3 ' ' I ' ' 1 1 1 J ' 1 '1 STORE #: 418 o ! 1 I , I I , , I , F 3 1 r , 1 , , I , , I I , !!! II 1 1 1 1 1 1 1 -1-I E 1 1 1 1 1 1 1 1 3 " 1 1 1 1 I 3 I I 1 I I 1 I I I F I 1 : ' ' -�- PROJECT #: 04753-029 (� II ' I I I [ 1 , f i " 1 I , , I 1 I t l ! 1 ! 1 € }� [ I I I I I II I V 1 I 1 " 1 I I I I " I 1 I I I [ " I I , 1 1 I I i I I I I I I I I 1 i I I , I 1 ! I I _ - I I I 1 I , l I I 1 I I 1 I Nr 1 1 ! F I " , - •I i 1 E i I f , I I1 FII 1 IQX20001 ISSUE DATE: 02-25-19 SUBMITTAL �I �r-I I I I 1 1 1 t l F l l , 1 1 1 I I L l I I � II F I F I , I F F I I I�� 1 , , I , r , , , � I I I E f, ' T-1 I ' , ' F I , I " r ' ' ' " " ' " " ' 1 1 1 1 1 II L.1 I I(� I I 1 1 III I F I t 1 I I F II I I =-' I i I F i ` I 1 1 1 1 iY 1 I I F : F 1 1 (Y') DESIGN MANAGER: JOHN PARK r I i 1 1 I f , " r , , II , I I , , rVtJ, , 1 ' I.-, I , 1 I I r U I IST 1 1 1 1 I I I I ' I ' 1 1 Y I , ' I ` 1 ' 1 ' 1 1 ` 1 1 1 x • 'Ir , ' 1 ' 1 !!/ V111111 1 ' I LEER©AP: 1 1 1 1 1 1 1 ' I ' I ' I '1 I I 111111 1.-..,SIA. PRODUCTION DESIGNER: GUY RIPLEY Q " I I I I-7T�-'E`�I��\I /r I I I F ! 1 I F 1 I I F { , I ' F I II F I I ! / I I 1 XI 1 I F 1 I 1 I r ! I 1 III ' 1 ' r ' 1 ' 'y I I1 11 1 1 I 1 1 I I 1 I 1 1 1 1 7 iI I [ I,,�i F�I F I I I 1 I F { F [ I I I I F ' 1 1 CHECKED BY: 1 I " 5 I I /r I 1`_/r , 1 I 1 1 1 , 1 I II I T LI ,---1 r !T 1- I 1 '-i - 1-' r-- 1 - E 1 I II I 1 1 I I • I `I ! I ( 1 I I • [ I I f 3 i I I 3 1 I L I I I i I I J I 1 1 /� I I I I I I I I !/r I F r I I I I I L_I. I I I I __ I --I © I ! I 1 J I 1 1 I 1 L- I I I I �r i I I I I 1 I I I I TT I I I 11 I I 1 11 I I 1 I I r 1 ' •�J 'L «11 I I I € 1 1 1 I [ I 1 I I I I I I I I I I I 1 1 I I , 1 1 I I , f I � Il , ! I , I I I •! •I 1 TTTfff A502 1 I fi,, Revision Schedule II I 1 f I I 3 I I I I I I I , I 1 I I I I I ' 1 ' ' 1 ' , II I I 'I 1 'I 1 I I ��(/�� 111 V/ IIT3 1 F, ti-'''' ',••11 ' • • • I I i 1 I 1 " " " " 1 " I " I ! i " { Rev Date ByDescription I I I r 1 ! I 1 I I I I 1 ! if I I I II r I_ 11'^ 11 ! 1 1 1 1 1 1 1 I ,/ 1 1 1 , " 1 1 " I 1 I l I -1 1 ! r i ma' I I I I I �_/ l- I -_I. 1 L-_I. 1 I I 1 1 I I � +I I 1 I I --lj' I 3 I I 1 ' 1 1_-1 I 1 1 I I I 1 I 1 I 1 1 , i-I-1 ;_- 1 i 1 I I ! 1 I I I I i l l " I i ' I i 1 I F I 1 11 I --- !1 I I I I+ I 1 I 1 I 1 1_-_ 1 I 1J I 1 1 " I I 1 I " [ 1 , I 1 I 1 1 1 I , 1 " I 1 I 1 1 I I 3 1 I I I " I " I 1 " 1 I 1 " 1 1 1-_! i-1 _�� 1 1 I . - . I ` 1T I " I 1 a I 1 U111 011) SHEET TITLE_ in in BUILDING EXTERIOR 2EAST ELEVATIONCON - ELEVATIONS scale 114" = 11- I 2' 41 8' _ SCALE: AS SHOWN 0) (DI- Scale: 4 = ---.0V CV N *** * .1111. 1:;.. * NEW GALVANIZED METAL - • NEW METAL COPING CAP COPING CAP NEW GALVANIZED METAL R - COPING CAP -- ---- O 1 _ — NEW METAL COPING CAP _ — _ I — / 11 - ©2018 STARBUCKS COFFEE COMPANY 11 1 1 ...___ A502 app. NEW METAL COPING CAP C A50� _ r` _ STARBUCKS v _, � „ ,_,A50.2) ;.._.. 2401 UTAH AVENUE SOUTH • s A502 oPP SEATTLE, WASHINGTON 98134 �J _ EXISTING BRICK VENEER OVER (206) 318-1575 - • F i »««oma iWn EXISTING WALL CONSTRUCTION THESE DRAWINGS AND THE PROJECT MANUAL b ` A502 OPP. ARE CONFIDENTIAL AND SHALL REMAIN THE rer___ y'; .:-.- gal , STUDS. SEE SOLE PROPERTY OF STARBUCKS a :r rry__... lig.. I NEW FILLER REPAIR BRICK VENEER WHERE STRUCTURAL. CORPORATION. WHICH IS THE OWNER OF THE F REQUIRED SEE ELEVATIONS • • "• ; EXISTING BRICK VENEER OVER COPYRIGHT IN THIS WORK. THEY SHALL NOT .a •,,, BE REPRODUCED (IN WHOLE OR IN PART), I fl FOR MORE INFORMATION 1 EXISTING WALL CONSTRUCTION %JAdi' SHARED WITH THIRD PARTIES OR USED IN ANY I MANNER ON OTHER PROJECTS OR I NEW PARAPET FRAMING SEE EXTENSIONS TO THIS PROJECT WITHOUT THE • EXISTING BRICK VENEER OVER ' I STRUCTURAL FOR CONNECTION PRIOR WRITTEN CONSENT OF STARBUCKS EXISTING WALL CONSTRUCTION , f; § NEW ROOFING MEMBRANE UP j TO EXISTING FRAMING CORPORATION. THESE DRAWINGS AND "` ° PARAPET. LAP AND WELD OVER SPECIFICATIONS ARE INTENDED TO EXPRESS r' i >- EXISTING MEMBRANE. �' DESIGN INTENT FOR A PROTOTYPICAL \ ' y• A u I STARBUCKS STORE (WHICH IS SUBJECT TO �. EXISTING BRICK VENEER OVER °" I CHANGE AT ANYTIME) AND DO NOT REFLECT .. G EXISTING WALL CONSTRUCTION /t. �,., I ACTUAL SITE CONDITIONS NEITHER PARTY 1 ); EXISTING ROOFING AND FRAMING SHALL HAVE ANY OBLIGATION NOR LIABILITY TO A501 �" i N,411/4_ I NEW METAL PANEL OVER W R.B. THE OTHER (EXCEPT f I '' "" I WRITTEN AGREEMENT SAFULLY EOXECUTEDI BY OVER NEW SHEATHING PER STRUCTURAL BOTH PARTIES d I STARBUCKS TEMPLATE VERSION 12018.10 16 is a • • i GPD Engineering and Architecture f Professional Corporation / ; ,.� x ->--,-.. }}1� 2 520 SOUTH MAIN 57,SUITE 2531 €; gKRpN,OH 44311 } A503 O P P P 330-572-2100 F:330-572-2101 al I -• � A503 �T ' ilp r _.._ .__-._�_ _ GPD PROJECT N0: 2016355.42 • ' .: \ Ti_i____ 1' 1 '.K k•-. -- j \,... _ i J — 5jn,- S:.:t ::sD. s.AALROic:EK '? 51 NEW TRANSOM WINDOW 9 AKRON, OH H NEW METAL CANOPY PAINT / Opp' 5 • J/ A502 9 I • NO. 6036 • ALL SURFACES P534 ES. SEE A502 1 STRUCTURAL --- - f� 02/28/1 L_ \- SOFFIT PER PLAN. SEE ?' L.).- STRUCTURAL �u: oQ 4 • STRUCTURAL FOR FRAMING If �i • V . /YlvVv,,, -__ „ A502 0o I I / NEW STOREFRONT WINDOW SYSTEM -'-' [ NEW DT WINDOW - - - • : L Q . - NEW EXTERIOR DOOR Cr I NEW STOREFRONT --- , p CO WINDOW - i, I • -- NEW METAL PANEL CLADDING AT N L1JQ PIER BEYOND • Y k\ De r L o I I 2 U 2I A502 _ --r .."--:\ • LL {y ca 0 f7 N- c NEW WALL INFILL AS _� LEH ❑ Q O NECESSARY - -- --- / ._ H 1 �. Qz Er ❑ o H I- ~ -- 1 L- 2 O O Q 0 ___________ OPP. �2 - - i< A5D2 SIM. cL Cfl — p SIM- A502 Y J „..., ;,.� — 3 O Ia F- c�) ;;r • t r--- - A502iiMmii Lo I o : , ;, ._ _ ._..-W PROJECT # 04753-029 _ - _ - " � k .. ..w,,..........,,,.W...,. - �...rv.- „-............. ....... ......, ° r - -� m ISSUE DATE. 02.25.19 SUBMITTAL a.) • j • I 9 DESIGN MANAGER: JOHN PARK E / .• '' '" EXISTING FOOTING AND SLAB A501 LEEDOAP: U ` •i. • PRODUCTION DESIGNER, GUY RIPLEY ❑ s • " CHECKED BY: �1e ' • ` € EXISTING FOOTING AND - • Revision Schedule I SLAB € t in : Rev Date By Description D a - SHEET TITLE: 2 eL WALL SECTIONS r ti co SCALE: AS SHOWN h = op 4 @ 3 2 ON @ EXTERIOR DOOR 10 SECTION THROUGH OVERHANG SECTION EYEBROW DT WINDOW 1 CANOPY rSHEET NUMBER: Scale: 314" = 1'-0' C scale: 314" w 1'-0' C Scare. 3/4" 1'-0" scale' 314"= 1.-0" N N A301 N - . WALL CONSTRUCTION *I** PER PLAN * * 314" EXTERIOR GRADE PLYWOOD - 1 EXISTING STEEL COLUMN r=': :`,: ,,, ,- -•-:',.::'1.1,•':'' :-*:...'• % ) BRICK VENEER - PROVIDE VENEER #.. 0 0 METAL PANEL OVER W.R.B. TIES PER STRUCTURAL. MATCH � P EXISTING COURSING AND COLOR ( x 0 - rejI _, v ;I _ - 3-5/8'1 METAL STUDS ©2018 STARBUCKS COFFEE COMPANY PROVIDE NEW W.R.B. 1, �I REPAIRIREPLACE EXISTING PeiI • 1-71---------------------------// I >// // /// ��/ // // /// // ,/� �� /lam„ _ STARBUCKS® AS NECESSARY �I '- 2401 UTAH AVENUE SOUTH J LAP W.R.B. AND METAL _ �; z PANEL OVER NEW CURB I • % SEATTLE, WASHINGTON 98134 i / / (206) 318-1575 y Z �` " /0° NEW 6" CONCRETE CURB. SEE • / PROVIDE NEW 314" EXTERIOR I. - U ' �l , . - � .= I STRUCTURAL FOR CONNECTION 2-'-' � • • / THESE DRAWINGS AND THE PROJECT MANUAL o 1 y' 6- /� ARE CONFIDENTIAL AND SHALL REMAIN THE GRADE PLYWOOD. 1 .I TO EXISTING SLAB 11\ �' ¢ ..d I" / SOLE PROPERTY OF STARBUCKS REPAIR/REPLACE EXISTING �� _• w •••.= 4 AS NECESSARY �' I' cc ` J..•. �-- • .'-.I i` *4 - -•-"-° I)�a a `. :y PEDGE ANELMANUFACTURER ER METAL CORPORATION, WHICH IS THE OWNER OF THE �� p ,�•a: I I COPYRIGHT IN THIS WORK. THEY SHALL NOT L 1 2X FRAMING TO MATCH == 1•° - - - ' A� • '- '... - I I BE REPRODUCED (IN WHOLE OR IN PART), EXISTING • SHARED WITH THIRD PARTIES OR USED IN ANY r A I al :.a- '. : :a.a_" <.L: ; N O EXISTING CONCRETE SLAB 2X BLOCKING \ MANNER ON OTHER PROJECTS OR ' - • I ° I BRICK VENEER EXTENSIONS TO THIS PROJECT WITHOUT THE R 19 BATT 1N5UALTION. 1. �-* \p -1 ._. . .._.,- ,.....:._ - ° xa-.T REPAIR/REPLACE EXSITING C7 • V PRIOR WRITTEN CONSENT OF STARBUCKS AS NECESSARY i"M Z0 • CORPORATION. THESE DRAWINGS AND ~ ". 112" BACKER ROD & SEALANT SPECIFICATIONSEXPRESS ; : 9 N - y � ARE INTENDED TO x . , . DESIGN INTENT FOR A PROTOTYPICAL A STARBUCKS STORE (WHICH IS SUBJECT TO ,..\. w 6 CHANGE HAVE ATANY ANYOBLIGATIME)ANDTION DO NOR NOTLIABILITY REFLECTTO STOREFRONT SYSTEM SHALL ACTUAL SITE CONDITIONS. NEITHER PARTY • • /\/' ' 6 .'- • • • • v THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY 8 _ 9 CLADDING AT COLUMN _ c STOREFRONT ENTRY AT BRICK VENEER BOTH PARTIES, STARBUCKS TEMPLATE VERSION 12018,10.16 TYPICAL WALL INFILL _- NEW = scale. 1 112 1 0 Scale: 3" 11-0" Scale: 3" 1'-0" f I NEW BLOCKING PER STRUCTURAL METAL COPING CAP - WRB - INFILL WALL CONSTRUCTION , PENETRATION FLASHING AS OCCURS iiiiii'1` F / / GPD Engineering and Architecture LTJ I / / Professional Corporation / 520 SOUTH MAIN ST,SUITE 2531 AKRON,OH 44311 / / - P:330-572-2100 F:330-572-2101 ENCLOSE EXISTING ROOF DRAIN Z _�T-- FILLER STUDS PER STRUCTURAL LEADER (WHERE OCCURS). �� / GPD PROJECT NO: 2016355 42 REWORK AS NECESSARY 0 / ��i� p 11 11'1I \- METAL PANEL OVER W.R.B. F- I!'7 �— NEW MEMBRANE ROOFING .1_(// // // / /// / d /// �f/ j// // /�-// I _ Occ + / OVER FLASHING - EXTEND C'' -{"AA {f L_Alk �� , I I / OVER TOP OF PARAPET U�MARK S. 5:11.Oi'E;k Oz / / Cyt EXISTING STEEL COLUMN i= AKRON, OH CI j -""-'! L •a ") / / - METAL PANEL OVER W.R.B. ON //- I L` j i w / 4,‘•-•---•- "� NEW EXTERIOR SHEATHING ' N(�. G03ti • / - - - / PER STRUCTURAL ,, A_ 1 /_, l., � r Q / SHEET METAL FLASHINGC i _...+ �t;\ / I 314" EXTERIOR GRADE PLYWOOD cL / / O TERMINATION BAR 112" BACKER ROD & ----)Irr r ,/I / FASTENED AT 12" O.C. SEALANT JOINT J // �� .'/ // % I _ / =r/Z,-P// - �� - tvs--/z7 -- 3-518" METAL STUDS co 318" STEEL PLATE WI 1" BRICK WALL CONSTRUCTION j ' ' I DEEP RETURN EACH SIDE i PER SECTION. REMOVE AND 0 �� EXISTING STANDING SEAM ROOFING W REPLACE EXISTING VENEER I a ) QWELD STEEL PLATE TO Q AND DECK. PROTECT ROOFING ANDEt � KNIFE PLATE AS NECESSARY. I A501 _ Y. SHEATHING DURING DEMOLTIION / I STEEL KNIFE PLATE PER 1 STEEL PLATE CD / N 0 VV/ANCHORS PER W STRUCTURAL STRUCTURAL IY U7 J Y �� STEEL PLATE FLASHING AT BRICK VENEER 1r6--, NEW COLUMN CLADDING ° = / NEW PARAPET ATTACHED TO FXISMING scale 3"= 1'-0" Scale: 1 112" = t-0" / W PER STRUCTURAL �I / — CV 2 BRICK WALL CONSTRUCTION PER --- - _- «` / ft N D SECTION. REMOVE AND REPLACE - ----_. I / O ti 0- EXISTING VENEER AS NECESSARY. w I I <(-1 I�• Cn 4 W d. ❑ QO KNIFE PLATE PER A501 ~J W O STRUCTURAL _ _ „P ROOF TO NEW PARAPET ROOFING Z Et Q u) ❑ _ _ BRICK WALL CONSTRUCTION PER ROD W1 CLEVIS PER , 111111 SECTION. REMOVE AND REPLACE / Scale: 3"= 1'-0" U U 0 P. STRUCTURAL ` v 0 I EXISTING VENEER A5 NECESSARY r 11 Q rrQnn • N `' �, 55 INFILL WALL CONSTRUCTION 0 `�/ 0 V cD I, _= AS OCCURS - ► �n THRU VENEER FLASHING WITH HEAD • GALV. THREADED ROD. 318" STEEL PLATE 1' DEEP <I. CLEVIS: & PIN PER RETURNS EACH SIDE, SEE o ARCHITECTURAL - • �{ JOINT WEEPS @ 16" O.C. MIN. ---- - -.. STRUCTURAL E -� t STORE #: 418 a = ,". 6„ STEEL PLATE W1 ANCHORS �� PROJECT #: 04753-029 METAL ROOFING 20 GA. GUTTER SLOPE TO ARCHITECTURAL METAL AND NEW BLOCKING PER I ��:• DOWNSPOUTS ROOFING. SLOPE 1I4" PER FT. r ISSUE DATE: 02_2619 SUBMITTAL 3 �, ,_EQ STRUCTURAL 5 DESIGN MANAGER: JOHN PARK ; \ m OPP. A501 - — 2 .3 • NEOPRENE CLOSURE= / STEEL KN11 E PLATES :EQ , / STEEL KNIFE PLATE .�_ / ��;, A501 LEED 10 AP: p �� A501 STRIP I WELDED PER STRUCTURAL WELDED TO STEEL i` \ 0L �. ARCHITECTURAL I ��. ;� I� CHOECKEDIBY DESIGNER: GUY RIPLEY PLATE PER STRUCTURAL 1r K: l CHANNEL PER METAL ROOFING --- _ SEALANT AT JOINTS. TYP. \ a Q SLOPE 114" I � I , _ a STRUCTURAL PER FT. -- - O �' PENETRATION �' Revision Schedule ( , � _ � � ='�. - CHANNEL PER b FLASHING _ HSS PER r :1".47;41 - co I STRUCTURAL �—� /�, / L STRUCTURAL _m — I _ _— T 1p A Rev Date By Description N .--,71-1 , „.„.„,,,if _ I �� T I A r ANGLE EDGE POR & CLEVIS - , .. SUPPORT PER U HSS PER s STRUCTURAL STRUCTURAL � /� �� PER ELEVATION �' / ,� -1 d�. \. . �� • I STRUCTURAL • 112" SEALANT -"OM/ I. //;, // „ , AND BACKER I •I / — - I �.: -- - - - -- - - 2X6 SOFFIT BEAM AND ROD JOINT I, , 2X6 SOFFIT FRAMING VARIES PER RCP CONNECTIONS PER �� I' • 2 AND CONNECTIONS �/ , r r� STRUCTURAL BRICK WALL CONS RUCTION PER I SHEET TITLE: PER STRUCTURAL HSS PER STRUCTURAL --- r' " (' ' , (", �� , SECTION. REMOVE AND REPLACE F. BUILDING DETAILS N TBG CEDAR SOFFIT OVER EXISTING VENEER AS NECESSARY. 112" PLYWOOD SHEATHING NEW BLOCKING PER STRUCTURAL ; I �,� CONTINUOUS 4" CEDAR SOFFIT OVER INFILL WALL CONSTRUCTION AS r` GUTTER PLYWOOD SHEATHING OCCURS SCALE: AS SHOWN a) 0 METAL CANOPY AT BRICK VENEER CANOPY CONNECTION AT BRICK VENEER METAL CANOPY DETAIL _ METAL PLATE AT BRICK VENEEER SHEET NUMBER: cv C-I--4Scare: 1" = 1'-0" 0 Scale 1 112"= 1 -0 © Scale 1 112 = 1 0 �_� Scale: 1 112" = 1'-0" NA501 N r 41fOr ADHAkr ; ' Nik ERED ROOF MEMBRANE PRE-FINISHED METAL COPING CONTINUOUS 2X CONTINUOUS OVER TOP OF PARAPET CAP SNAPPED OVER METAL PRESSURE TREATED PRESSURE TREATED 1//////1 /// / CONTINUOUS PRESSURE CLEAT PLATE TAPERED NAILER '', E-------- / ' /� 1;:,F TREATED TAPERED NAILER PRE FINISHED METAL 1 I \ COPING CAP SNAPPED OVER METAL CLEAT ADHERED ROQF CONTINUOUS 2X PRESSURE GASKETED, / . MEMBRANE OVER TOP s / COMMERICAL GRADE W.R.B. / COMMERICAL GRADE W.R.B. TREATED PLATE FASTENERS / 1. \ WOAD FRAMING PER _ // WOOD FRAMING PER CONTINUOUS METAL CONTINUOUS -- OF PARAPET STRUCTURAL (AS REQUIRED) CLEAT _ METAL CLEAT 1 • STRUCTURAL (AS REQUIRED) ` ` \ I \ �, / — - ©201bSTAR6UCKSCOFFEECOMPANY / / / FASTENERS AT 12" =I—a _ 1 0.C. FASTENERS ��-= �� 1" : ;;;::FR ./,.//// Y AT 12O.C. � >_ 4004 \ \\._.Nc BRICK VE1 1' SECTION (AS REQUIRED) r I / \ GASKETED (206) 318-1575 ;a� / % I/ FASTENERS 1 , i(/// COPING TO OVERLAP 1" / COPING TO OVERLAP 1" I/ / THESE DRAWINGS AND THE PROJECT MANUAL I / MIN. OVER METAL fi ADHERED ARE CONFIDENTIAL AND SHALL REMAIN THE .� �' SOLE PROPERTY OF STARBUCKS I I / MIN. OVER BRICK I / PANEL I/ FLASH NG E CORPORATION, WHICH IS THE OWNER OF THE Ir / - WRB OVER METAL GWB A,_' S.A.F.F OVER METAL / I� I FLASHING I / FLASHING / I COPYRIGHT IN THIS WORK. THEY SHALL NOT I ' , I / / ADHERED LOW PROFILE METAL p/ BE REPRODUCED (IN WHOLE OR IN PART). CONTINUOUS GALV. METAL � — BRICK VENEER PARAPET MEMBRANEPANEL OVER W R B 1. CONTINUOUS GALV. METAL fir SHARED WITH THIRD PARTIES OR USED IN ANY CONSTRUCTION PER FLASHING 1 -•,:'j1 •,T-` r "` it.... (' FLASHING WITH DRIP EDGE ;: _EA h;-I FLASHING WITH DRIP EDGE / 1/ MANNER ON OTHER PROJECTS OR T / / / - PARAPET SECTION / Ir' EXTENSIONS TO THIS PROJECT WITHOUT THE :,_ �_- FRAMING PENETRATION STEEL LINTEL AT BRICK PENETRATION — STEEL LINTEL AT BRICK_ I PRIOR WRITTEN CONSENT OF STARBUCKS FLASHING __ VENEER OPENINGS - PAINT TO FLASHING VENEER OPENINGS PAINT / L/ PER CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS EDGE �� MATCH BRICK --L�J�7- --� TO MATCH BRICK / r/ STRUCTURAL DESIGN INTENT TRIM /// / T NT FOR A PROTOTYPICAL 3 114 1I2" BACKER ROD & ! 112" BACKER ROD & Y STARBUCKS STORE SEALANT SEALANT. TYP. SEALANT � SEALANT, TYP. N CHANGE AT ANYTIME) ANID DO NOT REFLECCH IS SUBJECT T STOREFRONT ,'� •• HM DOOR / ACTUAL SITE CONDITIONS, NEITHER PARTY SYSTEM J NOTE: SEE SHEET A-6000 FOR NOTE SEE SHEET A 6000 FOR TYPICAL PENETRATION FLASHING TYPICAL PENETRATION FLASHING SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY — = BOTH PARTIES. 9 „ _ , „ 1011 „ _ „ GAT METAL PANEL STOREFRONT HEAD AT BRICK VENEER M D K VENEER B PARAPET COPING Scale, 3 = 1 -0Scale: 3''= 1 -0 �� scale: 3 = 1 -0 \ S�aa 3" 11-01' I STARBUCKS TEMPLATE VERSION (2018.10.16 ,Aimm V7 GPD Engineering and Architecture V %i l l II NOTE: SEE SHEET Professional Corporation II ,/</:: A-6001 FOR TYPICAL s2303072-1 R MAIN sr,SUITE 2531 /1� / PENETRATION FLASHING {� 1 —- COMMERICAL p5_ 2100 AK F: 30OH22101 +� V GRADE W.R.B. T GPD PROJECT NO: 2016355.42 i V . y / X I i\+j BRICK VENEER WALL ` ;//4% CMCALGRADER.B. / 1" MIN. AIR SPACE PER MFR.• 1" MIN. AIR SPACE PER MFR. .', \ v A� W RB OVER METAL �� / • ��' FLASHING / BRICK VENEER PER ~ l U MARK S. S:�I,OI I.,K `�t / CONTINUOUS GALV I / j . SECTION a1i1i{�\ �� n .E.,.\, / ' METAL HEAD FLASHING /I BRICK VENEER PER 1 ____ — » WITH DRIP EDGE /I SECTION 1 s . € ;� I • / P.T. SHIM i�_� • NO. 6031i PENETRATION STEEL LINTEL AT BRICK j / ��r T 02/28/1 VENEER OPENINGS P.T. SHIM - / CP- FLASHING PAINT TO MATCH BRICK / �� — BREAK METAL TO MATCH �'� �, ` SHIM AS REQ'D , DOOR FRAME CALOR r1i SEALANT \ V 112" BACKER ROD & —___ • / ,41111W . ALUMINUM STOREFRONT SYSTEM f. + •Ar STOREFRONT — SEALANT — SYSTEM j �� `�~ PENETRATION PENETRATION 1/2" BACKER ROD & SEALANT FLASHING I_ I s INSULATED GLASS UNIT 4 V N FLAHING EDGE TRIMS j 1J2" BACKER ROD LU EDGE TRIM s i STOREFRONT SYSTEM CAULK & SEALANT• TYP. Ti SEALANT / 3114' / /.4HM DOOR L DRIVE-THRU �_ •• QI WINDOW '1 �' N V NOTE: SEE SHEET A-6000 FOR CO w 1 NOTE: SEE SHEET A-6001 FOR TYPICAL PENETRATION N Q TYPICAL PENETRATION FLASHING FLASHING r� It U0 ) Y STOREFRONT HEAD AT DRIVE-THRU 6 STOREFRONT JAMB AT BRICK VENEER 7 HM DOOR JAMB AT BRICK VENEER 8 STOREFRONT MULLION TYP. w O © Sca€e: 3"= 1•-0" \ scale: 3"= 1'-0" Scale: 3"= i'-0" Scale: 3"-- 1'-0" I z U t co N WINDOW SYSTEM N- 0- O � Q �/ ~ ` ,— 112" SEALANT & BACKER ROD - - LINE OF WALL BEYOND Lj LLI n u_ < Q ❑ O � SEALANT & _ JOINT < 0 1 BACKER ROD N, � �� LINE OF FRAME BEYOND Z Q x._ ,_ ,, STAINLESS - CONT GALV. METAL U < U 0 F-- V WALI( OFF MAT STEEL SILL WI �_ FLASHING SET IN n -3 0 HEMMED �� CONT. BED OF EXISTING CONCRETE SLAB II 0 N — /// / ///r / © SEALANT r 0 — v_ CD EXISTING CONCRETE SLAB EDGESct I s DOOR PER SCHEDULE �1 �" N- STOREFRONT DOOR PER SCHEDULE Iin / 1 ; ___A 26 SWEEP o ` ' ' � STORE #. 418 THRESHOLD-SET IN � GLAZING PER THRESHOLD SET IN MASTIC SEALANT I, MASTIC & FASTEN TO SLAB SCHEDULE. SEE PROJECT #: 04753-029 O / BACKER ROD & SEALANT A-6000 \ ISSUE DATE: 02.25-19 SUBMITTAL SEALANT I OVER ISOLATION JOINT DESIGN MANAGER: JOHN PARK = INTERIOR FINISH '_ ;•. 1 LIZ lLEED 'CAP0 ISOLATION JOINT PER PLAN '_.. 1CQNGRETE SIDEWALK PER PLANPRODUCTION DESIGNER GUY RIPLEY ❑ CONCRETE SIDEWALK PER PLAN / s ALUMINUM TRANSOMl 2% SLOPEFRAME PER I / CHECKED BY'11 / A ��, . . MAX SCHEDULE .L �.� 2% SLOPE �� 1: s . . �-�' -.-f ��I —� MAX I / . Revision Schedule N „�- (.- ° r; / +e r +* ' ;. s DOOR PER SCHEDULE Rev Date ByDescription p vim, ' ° j4 e4 4 R . q, a NOTE: SEE SHEET p //41 BRICK VENEER d % ,', a '°' I1 a I •' • A-6000 FOR TYPICAL ! 1 • U 4 a . . - • . _ -4: ,--a.° , .b7 PENETRATION -/ WALL CONSTRUCTION a° . �, `� �. aa °e FLASHING '1 \ PER SECTION • ,, 4, , ,. , . , ... . ., . . . . . , . .: a aJ-. /1\1 .- V I ////i SHEET TITLE CV BUILDING DETAILS ° - — PROVIDE NEW CONCRETE Ti 1\/ O) - INFILL WHERE NECESSARY SCALE, AS SHOWN o STOREFRONT DOOR SILL STOREFRONT SILL AT BRICK VENEER EXT. DOOR THRESHOLD STOREFRONT DOOR TRANSOM SHEET NUMBER: N — CD Scale, 3"= 1-0" el Scale: 3"= 1-0" Scale: 3" = 1-0" Scale 3" = 1'-0" Com! CV FLAT PLATE laiik„r HEAT WELDED SEAM ROOF DRAIN STRAINER BRICK VENEER PER SECTION r. /1 MECHANICALLY FASTENED SINGLE-PLY MEMBRANE (CAST IRON) AIR GAP (1" MIN.) -�� ` I' FRAMING PER �' 1 COVER BOARD ADHERED CLAMPING RING W R B STRUCTURAL j ROOF MEMBRANE PLYWOOD SHEATHING PER / I, r P.T. SILL PER PLYWOOD DECK STRUCTURAL - 1 / EXISTING ROOF ill INSECT SCREENiff vl STRUCTURAL WEEPS@28" O.C. TYP. 9% -'/ SLOPED TO DRAIN O .,./ ,,, `{ I / L MORTAR MESH - �. , i vyYI TRHU WALL FLASHING e 0201BSTARSUCKSCOFFEE COMPANY i i/ / // i/ , / i /, :A,gtoi�.tatat•••••••♦•••••••••iiiiiii•i�0•••••••.•:%,...- /i y�Ay///�/ ..a. - ////i//ii ISOLATION JOINT 1 I ,.. 2401 UTAH AVENUE SOUTH 4ii ,, iiiii • SEATTLE, WASHINGTON 98134 (206) 318-1575 V7/7:4 - •. . I � fTr • THESE DRAWINGS AND THE PROJECT MANUAL • " ARE CONFIDENTIAL AND SHALL REMAIN THE PLYWOOD DECK SEALANT \ EXISTING FOOTING SOLE PROPERTY OF STARBUCKS DECK CLAMP CAST IRON \ AND SLAB o • CORPORATION. WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT DRAIN \ BE REPRODUCED (IN WHOLE OR IN PART), COVER BOARD BOWL \I SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR \ • EXTENSIONS TO THIS PROJECT WITHOUT THE NATES 1. OVERFLOW PRIOR WRITTEN CONSENT OF STARBUCKS DRAINS REQUIRE 2° V CORPORATION. THESE DRAWINGS AND NOTE. 1. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. SPECIFICATIONS ARE INTENDED TO EXPRESS 2. ROOFING SYSTEM TO BE CLASS "C" MIN. CLAMPING COLLAR. DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO 6\\ ROOF SYSTEM ASSEMBLY ,-7 ROOF DRAIN DETAIL FOUNDATION AT SIDEWALK 1 CONCRETE CHANGE AT ANYTIME) REFLECT ACTUAL SITE CONDITIONS. DO NOTER PARTY 6. scale: 3" = 1'-0" scale: 1 1/2" = 1'-0" scale: 1 1l2" - 1` 0" SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY i HIGH-DOMED. CAPPED. GASKETED BOTH PARTIES. FASTENERS 18" O.C. MINIMUM TWO I - n NOTE: MECHANICAL, PLUMBING AND ROOFING V .- HVAC UNIT CONTRACTORS TO COORDINATE CURB ROOF MOUNTED AC FASTENERS PER SIDE I STARBUCKS TEMPLATE VERSION 12018.10 16 I OR MAKE-UP AIR UNIT SECONDARY - -- GASKET SUPPLIED BY CURB MANUF. & INSTALLED BY HEIGHT WITH EQUIPMENT, TYPE OF DRAIN, SEE MECHANICAL SELF ADHERED • HOOD OR HVAC MECHANICAL UNIT �/ CONTRACTOR ( SEE SEISMIC RESTRAINT BRACKET PER ACTUAL DISTANCE FROM UNIT TO DRAIN AND UNDERLAYMENT AMOUNT OF CONDENSATE LINE FALL DRAWINGS I DETAIL 31A 5005) CARRY OVER TO 0111111fr00111101/ COUNTER FLASHING SHOP FABRICATEDREQUIRES — / COPPER BASE FLASHING FROM 24 GA. GALVANIZED STEEL WITH \ , s 24 GA. GAL. METAL COUNTERFLASHING FASTENED W118"CONDENSATION DRAIN ALL CORNERS SOLDERED �� (11' O.C. HIGH DOMED GASKETED FASTENER FURNISHED & w 10"TYP LINE FROM ROOF NAIL 6" O.C. r ' I INSTALLED BY CONTRACTOR SEE DETAIL 21A-5005 .` MOUNTED EQ 4I, ADHERED MEMBRANE FLASHINGir O dr • CURB �I' 4 FASTEN 6 IN O.C. GPD Engineering and Architecture w SET SCREW ' / WELDED SEAM cn • - SECONDARY UNDERLAYMENT Lu 3 Professional Corporation � I z 2 BONDING ADHESIVE 520 SOUTH MAIN ST,SUITE 2531 0.5% SLOPE -- • ♦ AKRON,OH 44311 MIN FIXED AIR GAP v � ADHERED MEMBRANE FLASHING i-.1 P:330-572-2100 F,330-572-2101 --- Ill - - - EXTEND LEAD UP VENT . SEAM PLATES AND FASTENERS /7 , AND TURN LEAD Q •�• WELDED SEAM GPD PROJECT NO: 2016355-42 p -s,' FLASHING DOWN '' ROOF MEMBRANE ••----- } 1, INSIDE PLUMBING VENT • SEALANT 51 N � PIPE +0 �♦ ROOF MEMBRANE ��7..)6SN.01, ��,t, ADHERED , ; 4LB. LEAD PIPE JACK, "ti � S MEMBRANE FURNISHED BY TRADE U 1Ir�T� t,Ol'!.h• WRAP FLASHING AROUND • • COVER BOARD Z FLASHING ` RESPONSIBLE FOR \` • t 'It' ,..:61/4.7 --. A3 ()I3I^`PENETRATION SET �. CORNERS• . 3-COURSEWI ,�\ \ '`�.'•'�.• CEMENT&FABRIC, ALUMINUM -60 — SEALANT • FLANGES IN ASPHALT 11 Y;.•.•, , �, • a 02/28/19I N3Ef ROOF CEMENT OVER SEAM PLATES •.;:;. �P COAT TOP OF DECKROOFING PLIES. AND .� �6,••. SEALANTt i‘tiligk \N 1 I •••• 1 FASTENERS ''`•'••;.rg;.` ,,.. , 14 GA. PREFABRICATED INSULATED �/ ." - , . 7441/4 x ?Csx x x f x x x xR COVER BOARD '.� BONDING ADHESIVE — CURB WINAILI R jII� �fr' y / PTFR WOOD NAILER (AS r., • f V NOTE: THIS CURBED OPENING IS ••' J TOP OF ROOF DECK REQUIRED) NAILER TO ROOF MEMBRANE TO BE CUSTOM BUILT AND DECK OPENING ; c(\ I1 I DECK, 24" O.C.; 2 ROWS, COVER BOARD ENGINEERED BY A LICENSED SUPPORT 4 1 1 SCREWS; NAILERS TO U /� �, NAILERS, 18" 0 C. 2 — DECK ENGINEER AND APPROVED FRAME PER STRUCT. +,/ - DRAIN MANUFACTURER, AS PROVIDED IN i, ROWS, SPECIFICATIONS TO SUPPORT { W FIXED AIR GAP ROOF RECEPTOR NAILS ! LI WEIGHT OF HVAC UNIT EtQ c �� HVAC CONDENSATE DRAIN t HVAC CURB FLASHING HVAC UNIT CURB < 0 �J Scale 1 112"= 1'-0" �J Scale, 1 112" = 1'-0" Scale: 1 112" = 1'-0" co ix 0 It Q ./. V) ii CO BEND FLASHING AND INSERT BETWEEN BRICK e 1' -2" MAX. I - Y COURSE. PAINT TO MATCH BRICK COLOR • _1. LU �I SHEET METAL COUNTERFLASHING. -- , � . , METAL PANEL - U N 1. PAINT TO MATCH BRICK COLOR. CV co 1' 1" MAX. , DRIP FLASHING / - TERMINATION BAR FASTENED AT 12" 0.C. - ADHERED MEMBRANE FLASHING _ ;"7 ! ADHERED MEMBRANE FLASHING - CO �/ ,.....1r.,.,',. SEAM PLATES AND FASTENERS - v _ - SEAM PLATES AND FASTENERSLI fY 0 WELDED SEAM 41 I t WELDED SEAM / `z 0 "' 11 -0 - tltt tr z Q V) ❑ U U O 6" SEALANT I f`�l \`• , SEALANT / ~ ~ TPO MEMBRANE ON 314" MARINE GRADE Z IAP \/---'1'1---- - TPO MEMBRANE ON 314" MARINE GRADE _liWI O Q o PLYWOOD.SHEET FLASHING AND METAL TREM •I -••.,... PLYWOOD. WRAP MEMBRANE UNDER O Q CO - -41 4 I I I I I I I I I I I I%Ill I III I I I III I I I 111 III I I III I I I I I I I I I- SHEET FLASHING AND METAL TRIM %II% a LO SLOPE BLOCKING ON TOP OF FRAMING AS , SLOPE BLOCKING ON TOP OF FRAMING AS NECESSARY TO ACHIEVE MIN 1/4"/FOOT SLOPE Rw,,._ NECESSARY TO ACHIEVE MIN 1/4"/FOOT SLOPE 0 _ I STORE #: 418 01%"rnIII r...........:..... METAL DRIP EDGE - } METAL DRIP EDGE �� . N Wao _. / PROJECT #: 04753 029 t ` • '' / :..:.?,1. I�u1�a.. -11111111 11111:IV/ - ISSUE DATE: 02.25.19 SUBMITTAL .7 E I DESIGN MANAGER: JOHN PARK v -.z 1 r LEEDO AP: 0 �- / ` r PRODUCTION DESIGNER, GUY RIPLEY 11 'v; '- 4 CHECKED BY: Ti 7- 1 ~ I /'� • r ~ l Revision Schedule m 1 !1, Rev Date By Description f/) •.� 11.v//J///J//NIIB....- - L.. /............ - -_, .."_ ,_ 111 OM 111/////?TO ):::::. edlillajil U N. »r PRESSURE TREATED WOOD PLANKING - OVER 314" MARINE GRADE PLYWOOD - PRESSURE TREATED WOOD PLANKING SHEET TITLE: OVER 314" MARINE GRADE PLYWOOD RECESSED CAN LIGHT WHERE OCCURS BUILDING DETAILS rn N N- SEE STRUCTURAL FOR FRAMING AND SEE STRUCTURAL FOR FRAMING AND cr) CONNECTION TO EXISTING WALL CONNECTION TO EXISTING WALL r:---: i SCALE: AS SHOWN o) N ENTRY CANOPY DETAIL ENTRY CANOPY TRIM DETAIL SHEET NUMBER: 2 N Scale: 3" = 1-0" Scale: 3" = 1-0" A503 N CUT PENETRATION *10f FRAME DEPTH + 112" VERIFY NOTE: VIEW OF WINDOW FROM INTERIOR FLASHING AND FOLD THROUGH ROUGH COORDINATE HEIGHT OF OPENING; MINIMUMAi. BACK DAM WITH 6 /`. 2 STOREFRONT & UNFLANGED DOORS THRESHOLD AND JAMB AT - DOORS, NO ATTACHMENTS ✓ 6 THROUGH HORIZONTAL SILL VERIFY WITH SITE CONDITIONS _ 1. WRAP DOOR OPENINGS SIMILAR TO STEPS A THROUGH K. PAN 9,:---, 2„ CONFIGURATIONS AND ADDITIONAL DETAILS. SEE ARCHITECTURAL DRAWINGS FOR HEAD FLASHING _ . i DQ NOT PENETRATE SILL PAN WITH FASTENERS. INSTALL 3/8" WIDE /-- Pk - - - - . •:_.:_.:_.:_.11.:_. �:_�: -- - - SEALANTJOINT Q 1 SLOPE SILL PAN TO DRAIN (MINIMUM) WITH BACKER r �> ROD AROUND INTERIOR • .-" ©2018 STARBUCKS COFFEE COMPANY . :' PERIMETER OF '' - 24 GAUGE FULLY SOLDERED SHEET METAL STOREFRONT SLEEVE PENETRATION WRAP NOTES STARBUCKS® %�� SILL PAN, SHIM DOOR THRESHOLD OFF AT HEAD; JAMBS; AND .. ....... _.. _..._..._..._.. . ... Ilt .....„. %' PAN SURFACE TO DRAIN AND SET BACK SILL . . . . . . . . . . .. f . . . . . . . f Scale: 318" = 1' 0" 2401 UTAH AVENUE SOUTH / %' LEG OF PAN IN CONTINUOUS SEALANT �! • . . _ . . . SEATTLE, WASHINGTON 98134 . . . . " . (206) 318-1575 ��-- SECURE TO SUBSTRATE, COORDINATE AT SILL, INSTALL _='Jit, CUT THESE DRAWINGS AND THE PROJECT MANUAL ATTACH PENETRATION .1.-..-.1.7.. ..:_ ��' ATTACHMENTS WITH WATERPROOFING SEALANT JOINT PENETRATION ARE CONFIDENTIAL AND SHALL REMAIN THE MEMBRANE MANUFACTURER. SEE DETAILS BETWEEN BACKDAM OF FLASHING AND FLASHING TO ROUGH SOLE PROPERTY OF STARBUCKS FOR LEG CONFIGURATION SILL PAN AND WINDOW FOLD THROUGH OPENING AT INTERIOR CORPORATION WHICH IS THE OWNER OF THE ROUGH OPENING, FACE OF FRAMING COPYRIGHT IN THIS WORK. THEY SHALL NOT f_� TYP. STOREFRONT & DOOR PAN (SHEET_ METAL) INTERIOR SEALANT JOINT JAMB PENETRATION FLASHING MINIMUM 2" \ BE REPRODUCED (IN WHOLE OR IN PART), �� SHARED WITH THIRD PARTIES OR USED IN ANY 13 l 7 BUTTERFLY U NE RFL BOTTOM �A MANNER ON OTHER PROJECTS OR �� Scale 1" = V-0" scale_ 318" = 1'-0" �/ scale, 3/8" = 1'-0" 2 y EXTENSIONS TO THIS PROJECT WITHOUT THE SELF ADHESIVE PRIOR WRITTEN CONSENT OF STARBUCKS \ FLEXIBLE FLASHING. ' CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS FRAME DEPTH + 112"VERIFY EXTEND DESIGN INTENT FOR A PROTOTYPICAL - PENETRATION ' STARBUCKS STORE (WHICH IS SUBJECT TO 7FLASHING 12" CHANGE AT ANYTIME)AND DO NOT REFLECT BEYOND ROUGH4 ACTUAL SITE CONDITIONS. NEITHER PARTY VERIFY HEIGHT OF BACK DAM / OPENING AT EACH - . `+. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO WITH WINDOW MANUFACTURER INSTALL 24 GA HEAD � 31 END OF SILL THE OTHER (EXCEPT STATED ABOVE) UNTIL A '4%1 i AND INTERIOR TRIM, 314" MINIMUM FACTORY ��!! - - r WRITTEN AGREEMENT IS FULLY EXECUTED BY FLASHING, SEE I FORMED �' - • BACK DAM DETAILS FOR TYPICAL • ,7" I Y BOTH PARTIES. CORNER BOOTS / FLASHING DETAILS I 1� f STARBUCKS TEMPLATE VERSION 12018.10.16 I • Ai 1 ., , 9" ,1%,‘,P _ 1/41,._ 24 GAUGE SHEET METAL SILL di Professional Corporationte 2" GPD Engineering and Architecture PAN FULLY SOLDERED, SET s2osouTnMAiNsr,suirR2531 PAN IN FULL BED OF SEALANT, 6" I 9 :'1'= DO NOT PENETRATE • \ AKRON,OH 44311 HORIZONTAL SURFACES WITH P:330-572-2100 F.330-572-2101 FASTENERS 9„ ! 2 SILL PENTRATION FLASHING GPD PROJECT NO 2016355 42 SLOPE SILL PAN TO DRAIN Scale: 31$" = 1' 0" igiv FLASHING - TYP. WINDOW PAN (SHEET METAL) HEAD FLASHING HEAD CORNER BOOTS '» ti� �,„ 14 1 O 6 v � ARK S. S.ALO1>1 K Scale 1"= 1'-0" scale_ 318" = 1'-0" scale 318" = 1'-4" ;) (7, AJ hU\. OH H • NO. G03E • 1.1r� M1 02/ 119 cc.:. FLASHING ♦` \ � �-'''''.--*441'''''''''%11 ?SC 1 LAP WEATHER ♦♦ :_ - : :: ♦� . FACTORY FORMED CORNER BOOTS RESISTIVE BARRIER �_ ♦� .: �� Lll .--,4 I r4.RkkNN%' ,, FROM ABOVE OVER ♦�` / ' illet HEAD AND JAMB %:. a) FLASHING, HORIZONTAL . .._:- g., Et LAPS TO BE 6" MINIMUM, �� _ 61 VERTICAL LAPS TO BEl•-.--..-.--.--.--.--.-- :`� ♦♦�. tirib>-Nui 12" MINIMUM W TAPE ALL SEAMS WITH 1$" . .. : N d' • SEALANT MANUFACTURER g" M/N Q APPROVED AIR BARRIER ♦♦ 9" - SILL LINTEL SHEET ALUM. TAPE. ✓ �. \ (I) END DAM NOTE: SEAL GLASS POCKET NOTE. SEAL OVER HEADS OF ♦- - -- "] 1 ,<„,„9,::,,,,,,,- 0 OF DOOR JAMB AT SILL ALL PERIMETER OPENINGS. � - - �_�:- 18" 9" d a�l ♦ ,7� U N cu NOTE: SEALANT ON BACK LEG -. - 1-1- N cr OF FLASHING TO BE APPLIED �. 2 O &) U (/) PRIOR TO INSTALLATION OF COU a) FRAME. I I - , FLASHING DETAIL AT JAMB WEATHER RESISTIVE BARRIER HEAD PENETRATION FLASHING �� SILL CORNER BOOTS z Q o U 3 (� 1 � Scale 1 112" = 1'-0" 1 � Scale 3/8" = 1'-0" Scale_ 3/8" = 1'-0" scare 318" = 1'-0" U < U 0 FULLY SOLDERED END DAM W V 3 O �, O ... o C7 m 24 GAUGE SHEET METAL �. ` SEE DETAILS 13 AND 14HI' A HEAD FLASHING WITH 7 FOR TYPICAL PANSLO \ a DEGREE SLOPE ' ' ---..4,,,,,,, STORE #: 418 0 6" PROJECT #: 04753-029 ��k 112 • DESIGNISSUE MANAGER aOHN PARK 2.25.19 BMITTAL NHEMMED DRIP O SHEET METAL SILL PANS, / LEEDOAP• TYPICAL v' �P't� DO PRODUCTION DESIGNER: GUY RIPLEY EDGE, C LQ \ NOT PENETRATE PANS � ,, p�,� -°s - = CHECKED BY: SOLDERED END DAM WITH a 1/4" \ FASTENERS -_--•_ 1" INSTALL STOREFRONT PER Revision Schedule UNBROKEN FOLDED END DAM MANUFACTURER'S SPECIFICATIONS. III IF WINDOW INSTALLATION DIFFERS i Rev Date By Description 24 GAUGE SHEET METAL FROM MANUFACTURER'S D HEAD FLASHING WITH 7 INSTALLATION INSTRUCTIONS, 1 U DEGREE SLOPE NOTIFY ARCHITECT OF I lb DISCREPANCIES 112" \\ . - 2 HEMMED DRIP p _-_1.110i SHEET TITLE: CL EDGE, TYPICALNZ\cg„ FOLDED END DAM I co 1 FLASHING DETAILS M X� SET SILL PAN IN co 114" 1" BEAD OF SEALANT F---: AS SHOWN, SLOPE SCALE: AS SHOWN TYP. HEAD FLASHING SILL PAN PAN TO DRAIN _ SHEET NUMBER: $ STOREFRONT co \' �J Scale 3/4" = 1'-0" scale 3/8" = 1'-0` CV Scale: 3/8" = 1-0" N 411gaill% WINDOW SCHEDULE-"W' EXTERIOR DOOR SCHEDULE-"D" GENERAL NOTES DESIGN IDI COUNT DESCRIPTION I FURN.BY I INST. BY I COMMENTS DOOR HARDWARE FRAME A. STARBUCKS VENDOR TO PROVIDE DOOR HARDWARE WINDOW DESIGN ID COUNT DESCRIPTION WIDTH HEIGHT TYPE TYPE MATERIAL Furnished By Installed By COMMENTS COMPONENTS. GC TO INSTALL 14076 1 WINDOW-DT WITH SPLIT TRANSOM-48X60IN GC GC USE IN CONJUNCTION WITH AA100 DOOR B. SEE SHEET A101 FOR TAGGED LOCATION OF EXTERIOR ) k 1205X1510MM -ALUMINUM FLYFAN 10449 1 DOOR-STOREFRONT METAL FRAME 6'-0" 7'-0" A 1 ALUMINUM GC GC ALUMINUM FINISH TO MATCH DOORS AND WINDOWS. X4001 1 WINDOW-STOREFRONT GC GC DARK BRONZE ANODIZED FINISH DOUBLE-TYPE A STOREFRONT X4002 1 WINDOW-STOREFRONT GC GC DARK BRONZE ANODIZED FINISH X10165 1 DOOR-HOLLOW METAL SINGLE ACTING 3'-0" 7'-0" E 2 ALUMINUM GC GC WITH TRANSOM ABOVE. MIN. C. EGRESS SHALL NOT PASS THROUGH KITCHENS, X4003 1 (WINDOW-STOREFRONT JGC IGC DARK BRONZE ANODIZED FINISH STOREFRONT FRAME SINGLE-TYPE E R-VALUE 1.4& PER NFRC 400.AIR X4004 1 WINDOW-STOREFRONT �GC GC DARK BRONZE ANODIZED FINISH STORAGE ROOMS, CLOSETS OR SIMILAR SPACES. LEAKAGE 0,4 CFM PER SF MAX. (1014.2) X4005 1 WINDOW-STOREFRONT GC GC DARK BRONZE ANODIZED FINISH. X10191 1 SERVICE DOOR-HM SINGLE FLUSH -42IN 3'-6" 7'-0" E 3 HM GC GC MIN. R-VALUE 1.4& PER NFRC 400.AIR PROVIDE TILT-OUT CASEMENT LEAKAGE 0.4 CFM PER SF MAX. D. PANIC AND FIRE EXIT HARDWARE, WHERE INSTALLED ON WINDOW INSTALL DOOR VIEWER AT 48"A.F.F. DOORS IN THIS BUILDING SHALL SATISFY THE FOLLOWING ©2018 STARBUCKS COFFEE COMPANY (1008.1.10): X4006 1 WINDOW-STOREFRONT GC GC DARK BRONZE ANODIZED FINISH STA R B U C 1(S° INTERIOR DOOR SCHEDULE-"D" a) THE ACTUATION PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR 2401 UTAH AVENUE SOUTH DOOR HARDWARE FRAME LEAF WIDTH. SEATTLE, WASHINGTON 98134 DESIGN ID COUNT DESCRIPTION WIDTH HEIGHT TYPE TYPE MATERIAL Furnished By Installed By COMMENTS b) THE MAXIMUM UNLATCHING FORCE DOES NOT (206) 318-1575 DOOR EXCEED 15 POUNDS (6.8 KG). 10086 1 DOOR-SINGLE IMPACT DOUBLE ACTING- 3'-0" 7'-0" F 5 HM GC GC BLACK LAMINATE FINISH THESE DRAWINGS AND THE PROJECT MANUAL 36lN 915MM c) PIVOTED OR BALANCED DOORS SHALL BE OF THE ARE CONFIDENTIAL AND SHALL REMAIN THE 10190 2 DOOR-SINGLE FLUSH-36IN 3'-0" 7'-0" E 4 HM GC GC PUSH-PAD TYPE WHERE PANIC HARDWARE IS SOLE PROPERTY OF STARBUCKS REQUIRED AND THE PAD SHALL NOT EXTEND ACROSS CORPORATION, WHICH IS THE OWNER OF THE MORE THAN ONE-HALF OF THE DOOR WIDTH, COPYRIGHT IN THIS WORK. THEY SHALL NOT MEASURED FROM THE LATCH SIDE. BE REPRODUCED (IN WHOLE OR IN PART), WINDOW LEGEND - EXTERIORDOnOR LEGEND d) PANIC HARDWARE LISTED IN ACCORDANCE WITH SHAREANNER ON OTHER PROJECTS OR WITH THIRD PARTIES OR USED N ANY UL 305. EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS / / e) FIRE EXIT HARDWARE LISTED IN ACCORDANCE WITH CORPORATION. THESE DRAWINGS AND 15'-11"(E) 10'-9"(E) / \ / / UL 10C AND UL 305. SPECIFICATIONS ARE INTENDED TO EXPRESS / DESIGN INTENT FOR A PROTOTYPICAL V.I.F. n V.I.F. ` / / \ \ / / /ji/ E. ALL GLAZING TO BE TEMPERED. STARBUCKS STORE (WHICH IS SUBJECT TO EQ. EQ. EQ. EQ. EQ. EQ. EQ. CHANGE AT ANYTIME)AND DO NOT REFLECT ;•e 1.7 �� /� ,� , ' ` / F. ALL STOREFRONT FINISHES TO BE DARK BRONZE ACTUAL SITE CONDITIONS. NEITHER PARTY �� ! �i / ' . ANODIZED. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO 1 N 1 \ / \ \ THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY ` i N. / \ BOTH PARTIES. (V N \ / \ \ _ 1 STARBUCKS TEMPLATE VERSION 12018.10.16 I L , u. TYPE A TYPE E TYPE F co 1 zo co zoriMsA o b DOOR HARDWARE SET NO. - For pair aluminum main entry/exit doors(300 or less occupancy) DOOR HARDWARE SET NO.3-For exterior 42"wide service door ' GPD Engineering and Architecture �N \ `N No. Item Description Manufacturer Finish No. Item Description Manufacturer Finish Professional Corporation 520 SOUTH MAIN ST,SUITE 2531 % 6 Hanging Devices TH2314/MPB91 McKinney 630 3 Hanging Devices TH2314/MPB91 McKinney 630 AKRON,OH 44311 P:330-572-2100 F:330-572-2101 X4001 X4002 1 Securing Devices(active leaf) MS1850S Deadbolt Adams Rite 626 1 Securing Devices C607 7-Pin Core Combinated"A"Keyway Falcon Lock 626 1 Securing Devices(inactive leaf) MS1880 Two-Point Flushbolt Adams Rite 626 I/O 2000L-031C Auto Locking Door Alarm, IC; GPD PROJECT NO: 2016355.42 1 Securing Devices Sur-Lock --- No CTR Includes Mortise Cylinder 2 Securing Devices(active leaf) C607 7-Pin Core Combinated"A"Keyway Falcon Lock 626 .V,D `4 c., 1 Securing Devices(active leaf) KB609-2 Cut Control Key"A"Keyway Falcon Lock --- 1 (Closing Devices 8916 Door Closer 8916 AF89P I Dorma I6$9 ,,A:v *j, 9 Securing Devices (active leaf) KB632-2 Cut User Key"A" Keyway Falcon Lock --- ]�MARKS. SALOPEK rn 1 1 Protective Trim Units K1050 B4E Kickplate 10"x 40" 'Rockwood 1630 ( - I Accessories 16A Rain Drip 46" 1 National Guard A -& AKRON, OH ''-i 11'-9"(E) 9'-11"(E) 2 Securing Devices(active leaf) C987 7-Pin Mortise Cylinder Housing w/AR Cam Falcon Lock 626 `7 •1 Accessories 137NA Weather Strip 17.5'42"x 84" National Guard A NO 6036 _ V.I.F. V.I.F. 2 Securing Devices(active leaf) A08794-003 Adjustable Ring, Mortise Cyl. 5/16-13/32 Falcon Lock 626302/28/19 1 Accessories C607A Door Sweep42" 1 National Guard A . EQ. EQ. EQ. EQ. EQ. 2 Operating Trim 108 Door Pull Handle Rockwood 630 OrSpr1 i�r i 1 Miscellaneous Items DS-6 Door Spy 1Security Products Silver 2 Operating Trim 48 Push Bar x 31 Rockwood 630 ,.1 c v1/4 NN 1 • N 1 Miscellaneous Items MCV309NWHGL Door Bell Nutone As Selected , o b 2 Closing Devices 8916 Door Closer 8916 AF89P AL Dorma 689 1 Stops and Holders 473 Door Stop w/Hook Rockwood 626 N N\ 2 Stops and Holders 473 Door Stop w/Hook Rockwood 626 L u: 2 Accessories C607A Door Sweep 36" National Guard A 1 Threshold 325 Half Saddle Threshold National Guard -- N Cr > > 1 Threshold 325 Half Saddle Threshold National Guard Q __ .L O O �I o 0 1 Accessories Vinyl Sign: "THIS DOOR MUST REMAIN UNLOCKED Seton p Bo zc Bo zo WHEN BUILDING IS OCCUPIED" 0 co W DOOR HARDWARE SET NO.4-For restroom door with lever and privacy lock N < o . Q , ♦h I _C/) ` No. Item Description Manufacturer Finish V) � S. \` IN 3 Hanging Items ITA2714/MP679 McKinney 626 it • DOOR HARDWARE SET NO.2- For new single aluminum secondary entry/exit door(50 or more occupancy) W o Ni., ` 1 Securing Devices PB5425LN Lock, Shallow Coin Turn, Yale Lock 626 X4003 X4004 PrivacyPB5425LN-693-4971-3/4 Z No. Item Description 1 Manufacturer 1 Finish0 d. NI 3 Hanging Devices TH2314/MPB91 McKinney 630 1 Closing Devices 8916 Door Closer 8916 AF89P Dorma 689 — N LL = 1 Securing Devices CD35A-NL-OP Panic Device Von Duprin 1628/630 2 Protective Trim Units I K1050 B4E Kickplate 10"x 34"each side Rockwood 630 � Cl) 2 Securing Devices C607 7-Pin Core Combinated"A"Keyway Falcon Lock 626 3 Accessories GJ64 Rubber Silencer Glynn Johnson Gray co 1 Securing Devices KB609-2 Cut Control Key"A" Keyway Falcon Lock --- 1 Stops and Holders 473 Door Stop w/Hook Rockwood 626 Li w EL o 9 Securing Devices KB632-2 Cut User Key"A" Keyway Falcon Lock ---- Q rn Q O I- 11'-10 1/2" (E) 3'-4"(E) V Z 2 / /" 1 Securing Devices 0953 7-Pin Rim Cylinder Housing Falcon Lock 626 as V.I.F. V.I.F. U < U CI co 1 Securing Devices 0987 7-Pin Mortise Cylinder Housing w/AR Cam Falcon Lock 626 DOOR HARDWARE SET NO.5-For workroom door @ backbar W 0 W Co Q EQ. EQ. EQ. 3' -0" --a N i� ,:r �� y'� 1 Securing Devices A08794-003 Adjustable Ring, Mortise Cyl. 516-13/32 Falcon Lock 626 0 d CV No. Item Description I Manufacturer 1 Finish W ce CC? O �. �. ( -J . 1 Operating Trim 108 Door Pull Handle Rockwood 630 Ln o Black Powder Coat N- ' - 1 Closing Devices 8916 Door Closer 8916 AF89P Dorma 689 — N - >: STORE #: 418 y ` N. 1 Stops and Holders 473 Door Stop es/Hook Rockwood 626 PROJECT #: 04753-029 a) _ ' 1 Threshold 325 Half Saddle Threshold National Guard --- ISSUE DATE: 02.25.19 SUBMITTAL E o / Cu- Li DESIGN MANAGER: JOHN PARK o to v b _ LEEDOAP: O o ' > PRODUCTION DESIGNER: GUY RIPLEY s. • / 1 I °' CHECKED BY: a) ,.5 Cu- .�- u- Revision Schedule 0) o M` ` Rev Date By Description *rn • to ,. • D X4005 X4006 a • 2 SHEET TITLE: a O WINDOW AND DOOR N- SCHEDULES & DETAILS co ti SCALE:AS SHOWN o) O SHEET NUMBER: - N co • N N A601 GENERAL INFORMATION CONCRETE (CONT'D.) LIGHT GAUGE STEEL FRAMING (CONT'D.) STRUCTURAL ABBREVIATIONSiiitINire THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL PROVIDE STRAIGHT AND DIAGONAL BARS AT EDGES OF ALL OPENINGS. JOIST SHALL BE LOCATED DIRECTLY OVER BEARING STUDS OR A LOAD DISTRIBUTION AB ANCHOR BOLT MFR MANUFACTURER SPECIALTY CODE (OSSC). MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL MEMBER SHALL BE PROVIDED AT THE TOP TRACK. ACI AMERICAN CONCRETE INSTITUTE MAX MAXIMUM CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. REINFORCING EMBEDMENT AND LAP SPLICES (INCHES) FOR 4000 PSI CONCRETE ACS ALL COMMON SURFACES MECH MECHANICAL ) k. PROVIDE WEB STIFFENERS AT REACTION POINT WHERE INDICATED BY PLANS. AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION MIN MINIMUM THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONS AND OTHER TOP* AISI AMERICAN IRON AND STEEL INSTITUTE MISC MISCELLANEOUS RESTRICTIONS. BAR SIZE ANCHORAGE SPLICE ANCHORAGE SPLICE JOIST BRIDGING SHALL BE COMPRISED OF SOLID BRIDGING AND FLAT STRAPPING. USE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NTS NOT TO SCALE # 3 15 19 19 24 SOLID BRIDGING IN FIRST AND LAST TWO ROWS OF JOISTS. ATTACH FLAT STRAPPING TO ARCH'L ARCHITECTURAL OC ON CENTER 4 ilk FOR DIMENSIONS AND DETAILS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS. #4 19 25 25 33 TOP AND BOTTOM FLANGES OF JOISTS FROM THIRD ROW EXTENDING FOR A MAXIMUM OF ALT ALTERNATE OD OUTSIDE DIAMETER 0 # 5 24 31 31 41 10'-0". REPEAT SOLID BRIDGING FOR ONE JOIST SPACE AND THEN ANOTHER 10'-0" OF FLAT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL OPP OPPOSITE IMPLEMENTATION OF JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE #6 29 37 37 49 STRAPPING, REPEAT. OMIT TOP FLANGE BRIDGING WHERE PLYWOOD DECK IS PROPERLY BO BOTTOM OF PL PLATE ©2018 STARBUCKS COFFEE COMPANY RESPONSIBILITY OF THE CONTRACTOR. #7 42 54 54 71 ATTACHED TO THE TOP FLANGE OF JOISTS. BOT BOTTOM PLF POUNDS PER LINEAR FOOT #8 48 62 62 81 BRG BEARING PSF POUNDS PER SQUARE FOOT STA R B U C ISS° TEMPORARY BRACING, SHEETING, SHORING, ETC., REQUIRED TO ENSURE THE STRUCTURAL # 9 54 70 70 91 JOIST SHALL BE BRIDGED AT MAXIMUM 4'-0" SPACING. C CHANNEL PSI POUNDS PER SQUARE INCH INTEGRITY/STABILITY OF THE EXISTING BUILDINGS, SIDEWALKS, UTILITIES, ETC., DURING #10 60 78 78 101 CFS COLD-FORMED STEEL P.T. PRESSURE TREATED 2401 UTAH AVENUE SOUTH CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DESIGNED BY A REGISTERED #11 66 85 85 111 END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE CJ CONTROL JOINT REQ'D REQUIRED PROFESSIONAL ENGINEER EMPLOYED BY THE CONTRACTOR. RESTRAINED FROM ROTATION. CJP COMPLETE JOINT PENETRATION SIM SIMILAR SEATTLE, WASHINGTON 98134 C CENTER LINE SMS SHEET METAL SCREW (206) 318-1575 THE CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL *HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE BELOW BAR JOISTS MUST HAVE A MINIMUM OF 10" UNPUNCHED STEEL AT BEARING POINTS. STUDS CLR CLEAR SPEC SPECIFICATION DRAWINGS FOR INSERTS AND EPRESSIONIOCATIONS OF OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS,S. STRUCTURAL STEEL MUST HAVE A MINIMUM OF 10"OF UNPUNCHED STEEL AT EACH END. COL COLUMN STD STANDARD CONC CONCRETE T&B TOP AND BOTTOM THESE DRAWINGS AND THE PROJECT MANUAL STUD ENDS MUST BE SQUARELY SEATED AGAINST THE TRACK WEB. BOTH STUD FLANGES CONT CONTINOUS T&G TONGUE AND GROOVE ARE CONFIDENTIAL AND SHALL REMAIN THE THE CONTRACTOR SHALL COORDINATESOLE PROPERTY OF STARBUCKS OPENINGS SHOWN ON THE ARCHITECTURAL, STRUCTURAL, STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE A.I.S.C. "SPECIFICATIONS FOR MUST BE ATTACHED TO TRACK MEMBERS AT TOP AND BOTTOM. DIA DIAMETER TO TOP OF CORPORATION, WHICH IS THE OWNER OF THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" DIAG DIAGONAL TOC TOP OF CONCRETE COPYRIGHT IN THIS WORK. THEY SHALL NOT (FOURTEENTH EDITION)AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND STUD BRIDGING SHALL BE PROVIDED BY 1-1/2"COLD ROLLED U-CHANNEL. THE U-CHANNEL DWG DRAWING TOD TOP OF DECK BE REPRODUCED (IN WHOLE OR IN PART), DESIGN LOADS BRIDGES" EXCEPT SECTION 4.2 OF THE CODE WHICH SHALL NOT BE APPLICABLE TO THIS MUST BE ATTACHED TO EACH STUD BY WELDING OR ATTACHING WITH CLIP ANGLES AND (E) EXISTING TOF TOP OF FOOTING SHARED WITH THIRD PARTIES OR USED IN ANY PROJECT. SCREWS. HORIZONTAL STRAPPING AND SOLID BRIDGING WITH TRACK MEMBERS CAN EA EACH TOL TOP OF LEDGER RISK CATEGORY: II ALSO BE USED FOR BRIDGING. BRIDGING SHALL BE SPACED AT 4'0"O.C. MAXIMUM. EF EACH FACE TOP TOP OF PANEL MANNER ON OTHER PROJECTS OR STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: EL ELEVATION T05 TOP OF STEEL EXTENSIONS TO THIS PROJECT WITHOUT THE ROOF LIVE LOAD: 20 PSF - THE FOLLOWING MINIMUM COLD FORMED STEEL ATTACHMENTS SHALL BE PROVIDED EQ EQUAL TOW TOP OF WALL PRIOR WRITTEN CONSENT OF STARBUCKS ROOF DEAD LOAD: WEIGHT OF ACTUAL MATERIALS A. CHANNELS, ANGLES, PLATES AND MISCELLANEOUS CONNECTION MATERIAL: ASTM A-36 U.N.O.: EW EACH WAY TYP TYPICAL CORPORATION. THESE DRAWINGS AND FLOOR LIVE LOAD: 100 PSF WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI, UNO. EX EXISTING UNO UNLESS NOTED OTHERWISE SPECIFICATIONS ARE INTENDED TO EXPRESS GROUND SNOW LOAD: 20 PSF TRACK TO ROOF DECK/TRUSS (1)#10 SD SCREW AT 16" O.C. FF FINISH FLOOR VERT VERTICAL DESIGN INTENT FOR A PROTOTYPICAL ROOF SNOW + RAIN: 25 PSF B. STEEL TUBING: ASTM A500, GRADE B, WITH A MINIMUM YIELD STRENGTH OF 46,000 PSI. TRACK TO CONCRETE (1) .145"0 POWDER DRIVEN FASTENER AT 16" 0.0. FLR FLOOR VIF VERIFY IN FIELD STARBUCKS STORE (WHICH IS SUBJECT TO AWNING DEAD LOAD: WEIGHT OF ACTUAL MATERIALS TRACK TO STUD (2)#10 TEK SCREWS FND FOUNDATION W WIDE FLANGE CHANGE AT ANYTIME)AND DO NOT REFLECT AWNING LIVE LOAD: 15PSF + DRIFT WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE ANSI/AWS D1.1, STUD TO STUD (2)#10 TEK SCREWS FT FOOT W/ WITH ACTUAL SITE CONDITIONS. NEITHER PARTY WIND LOAD (ULT): 120 MPH AMERICAN WELDING SOCIETY, LATEST EDITION. USE E70XX ELECTRODES. FTG FOOTING W/O WITHOUT SHALL HAVE ANY OBLIGATION NOR LIABILITY TO EXPOSURE BGA GAUGE WSP WOOD SRUCTURAL PANEL THE OTHER (EXCEPT STATED ABOVE) UNTIL A Iw = 1.0 STEEL SHALL BE SHOP PRIMED WITH A 1-COAT, NONASPHALTIC PRIMER COMPLYING WITH FRAMING LUMBER GSN GENERAL STRUCTURAL NOTES WT WEIGHT WRITTEN AGREBOTH PARTIES.MENT IS Y EXECUTED BY SEISMIC LOAD: SSPC-PS GUIDE 7.00, "PAINTING SYSTEM GUIDE 7.00: GUIDE FOR SELECTING ONE-COAT SHOP HI HIGH WWF WELDED WIRE FABRIC MAPPED SPECTRAL RESPONSE: PAINTING SYSTEMS," TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 1.5 MILS. HORIZ HORIZONTAL Ss: 0.95 ALL STRUCTURAL LUMBER CONSTRUCTION SHALL CONFORM TO THE LATEST,ADOPTED ICBO INTERNATION CONFERENCE OF BUILDING OFFICIALS 1 STARBUCKS TEMPLATE VERSION 12018.10.16 1 S1: THEE SPECTRAL RESPONSE COEFFICIENT:2 EXPOSED STRUCTURAL STEEL REEFERENCOESF TANDARDS NDS-20Al2,, "NATIONAL D MATERIALSDESIGN SPECIFICATION NS FOR WOODREFERENCED HEREIN. ID INF R DIAMETER INFO INFORMATION �!. Sds: 0.71 CONSTRUCTION" BY THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA). JT JOINT Sd1 0.44 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL REQUIRES SPECIAL CARE BE TAKEN K KIP (1,000 LBS) SITE CLASS: D DURING FABRICATION, HANDLING AND ERECTION. THE FOLLOWING REQUIREMENTS FROM MATERIALS KSI KIPS PER SQUARE INCH SEISMIC DESIGN CATEGORY: D SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR ARCHITECTURALLY EXPOSED a. ALL LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF DOC PS 20. FURNISH L ANGLE STRUCTURAL STEEL SHALL APPLY. ADDITIONAL REQUIREMENTS OF SECTION 10 DO NOT LUMBER WITH EACH PIECE FACTORY-MARKED WITH GRADE STAMP OF INSPECTION LLH LONG LEG HORIZONTAL APPLY. AGENCY VERIFYING COMPLIANCE WITH GRADING RULE REQUIREMENTS AND IDENTIFYING LLV LONG LEG VERTICAL GPD Engineering and Architecture SPECIAL INSPECTIONS GRADING AGENCY, GRADE, SPECIES, MOISTURE CONTENT AND MILL. LO LOW Professional Corporation FABRICATION SHALL BE DONE IN ACCORDANCE WITH THE DETAILS SHOWN ON THE 520 SOUTH MAIN ST,SUITE 2531 SPECIAL INSPECTIONS REQUIRED SHALL BE PROVIDED PER OSSC CHAPTER 17 AND AS STRUCTURAL DRAWINGS. ALL COPES, MITERS AND BUTT CUTS IN SURFACES SHALL BE MADE b.ALL WOOD STRUCTURAL PANELS SHALL COMPLY WITH REQUIREMENTS OF DOC PS 1, AKRON,OH44311 REQUIRED BY LOCAL JURISDICTION. WITH UNIFORM GAPS AS SHOWN ON THE DRAWINGS, OR IN REASONABLE CONTACT IF SHOWN DOC PS 2, HPVA HP I AND APA PDS. FACTORY-MARK ALL WOOD STRUCTURAL PANELS P:330-572-2100 F:330-572-2101 WITHOUT A GAP. WELDS SHALL BE REASONABLY SMOOTH AND UNIFORM. FINISHING AND WITH A GRADING STAMP OF THE INSPECTION AGENCY. GPD PROJECT NO: 2016355,42 FOUNDATION SYSTEM GRINDING IS NOT REQUIRED EXCEPT WHERE NECESSARY FOR FIT OR CLEARANCE, OR WHEN SPECIFICALLY NOTED ON THE CONTRACT DRAWINGS. c. STRUCTURAL LUMBER: ALL LUMBER TO HAVE MINIMUM STRUCTURAL PROPERTIES AS .. -- GIVEN,ACCORDING TO GRADING AGENCY CERTIFIED BY THE AMERICAN LUMBER S.cRU CTURg4 THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION. UNDERGROUND THE FABRICATOR SHALL USE SPECIAL CARE TO AVOID BENDING, TWISTING OR OTHERWISE STANDARDS COMMITTEE BOARD OF REVIEW SEASONED AT 19% M.C. Grp PROp, UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL DISTORTING OF INDIVIDUAL MEMBERS OR ASSEMBLIES. _ ��,`k �N��s�o� PREDETERMINE UTILITY LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY IF Fb= 900 PSI LAMINATED VENEER LUMBER DEVIATION FROM PLANS EXIST. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE ERECTION SHALL BE PERFORMED SO AS TO PROVIDE A CLOSE FIT AND NEAT APPEARANCE OF Fv= 18 PSI Fb 2600 PSI �85692PE - SUPPORT OF UTILITIES ACROSS EXCAVATIONS. THE STRUCTURE. Fc (PARALLEL)=1350 PSI Fv = 285 PSI E= 1600 KSI E = 1900 KSI • A SOILS TESTING LABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE UNLOADING, HANDLING AND ERECTION SHALL BE EXECUTED WITH CARE TO MINIMIZE DAMAGE Emin= 580 KSI Emin = 966 KSI RECON CONSTRUCTION REVIEW TO ENSURE CONFORMANCE WITH THE CONSTRUCTION TO ANY SHOP PAINT. IF TEMPORARY BRACES OR ERECTION CLIPS ARE USED, UPON REMOVAL, — DOCUMENTS DURING THE EXCAVATIONS, BACKFILL, AND FOUNDATION PHASES OF THE STEEL SURFACES SHALL BE GROUND SMOOTH AND HOLES FILLED WITH WELD METAL OR d. FASTENERS .1 13,2 PROJECT. CONTACT DESIGN ENGINEER IMMEDIATELY IF SOILS ENCOUNTERED DO NOT BODY SOLDER AND SMOOTHED BY GRINDING OR FILING. TOUCH UP ABRASIONS OF THE SHOP 1. NAILS: COMMON STEEL WIRE NAILS, CONFORMING TO ASTM F1667. `JO$ , v 0i\b` 19 MEET ASSUMED DESIGN SPECIFICATIONS COAT SHALL BE PERFORMED BY THE PAINTING CONTRACTOR. �I. . , U) co 2. WOOD SCREWS: FLAT HEAD, CONFORMING TO ANSI/ASME STANDARD B18.6.1. -.___.. FOUNDATION DESIGN IS BASED ON AN ASSUMED SOIL BEARING CAPACITY OF 1500 PSF COORDINATE ALL AESS REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS AND THE EXPIRES: 06/30/19 rnl SPECIFICATIONS. 3. BOLTS, NUTS AND WASHERS: CONFORM TO ASTM A307, ASTM A563 AND ASTM F436, ALL FOUNDATIONS AND SLABS ON GRADE ARE TO REST ON FIRM, UNDISTURBED SOIL OR RESPECTIVELY. w COMPACTED FILL FREE FROM ORGANIC MATTER. IF POOR SOILS ARE ENCOUNTERED AT ARCHITECTURALLY EXPOSED STEEL(AESS) CANOPIES SHALL BE CATEGORY 2 AESS. LLI CC FOUNDATION DEPTHS SHOWN, NOTIFY OWNER'S REPRESENTATIVE BEFORE PROCEEDING e. WOOD-PRESERVATIVE TREATMENT: COMPLY WITH THE APPLICABLE REQUIREMENTSCt Q WITH CONSTRUCTION. SLABS ON GRADE SHALL BE PLACED ON 4"COMPACTED CRUSHED OF AWPA STANDARD U1. MARK EACH TREATED ITEM WITH THE APPROPRIATE QUALITY CO STONE UNLESS OTHERWISE RECOMMENDED IN A GEOTECHNICAL REPORT PREPARED LIGHT GAUGE STEEL FRAMING MARK. FOR THIS PROJECT. U SLABS ON GRADE SHALL BE PLACED ON 4" COMPACTED CRUSHED GRAVEL UNLESS ALL SIZING BASED ON STEEL STUD MANUFACTURERS ASSOCIATION (ICBG ER-4943P) CONNECTIONS: ASA MINIMUM, CONNECTIONS FOR STRUCTURAL MEMBERS SHALL CONFORM N OTHERWISE RECOMMENDED IN A GEOTECHNICAL REPORT PREPARED SPECIFICALLY FOR PRODUCT TECHNICAL INFORMATION. TO THE FASTENING SCHEDULE LISTED IN TABLE 2304.9.1 OF THE IBC. ''hh DI THIS PROJECT. V) >" ALL GALVANIZED STUDS AND JOISTS 12, 14 AND 16 GAUGE SHALL BE FORMED FROM STEEL a. PROVIDE GALVANIZED CONNECTORS BY THE SIMPSON STRONG TIE CO. INSTALL ALL cO THAT CORRESPONDS TO THE MINIMUM REQUIREMENTS OF ASTM A653 SS, GRADE 50, s INUNDATION AND LONG TERM EXPOSURE OF BEARING SURFACES, WHICH WILL RESULT IN CLASS 1 OR 3 WITH A MINIMUM YIELD OF 50,000 PSI. CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. LLI CO DETERIORATION OF BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE i PLACED IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACE b. PROVIDE GALVANIZED FASTENERS FOR ALL EXTERIOR APPLICATIONS AND FOR ALL C INSPECTION. ALL GALVANIZED 18 AND 20 GAUGE STUDS AND JOISTS; ALL GALVANIZED TRACK, (..) N BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT WOOD-PRESERVATIVE TREATED MATERIALS. 0 CORRESPONDS TO THE REQUIREMENTS OF ASTM A653 SS, GRADE 33 WITH A MINIMUM LL NF- F- c.AT POSTS AND JAMBS OF OPENINGS, NAIL MULTIPLE STUDS TOGETHER WITH 8d NAILS N. 12 CONCRETE YIELD OF 33,000 PSI. AT 8"0.0., FULL LENGTH. O CP ca c:), ALL GALVANIZED STUDS, JOISTS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED F- GENERAL: FROM STEEL HAVING A GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM MISCELLANEOUS: til Ce W LL Et a. TREAT ALL EXTERIOR LUMBER OR LUMBER IN CONTACT WITH CONCRETE OR MASONRY 0)NA653. 0 ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10, "STANDARD WITH PRESERVATIVE IN ACCORDANCE WITH AWPA. M SPECIFICATION FOR STRUCTURAL CONCRETE"AND ACI 302, 305 AND 306 UNLESS THE PHYSICAL AND STRUCTURAL PROPERTIES LISTED BY THE STEEL STUD z Et < m a b. HOT-DIP GALVANIZE ALL STEEL CONNECTORS AND PRODUCTS 14 GA. AND THICKER F- H LO NOTED OTHERWISE. MANUFACTURER ASSOCIATION AND AISI DESIGN MANUAL SHALL BE CONSIDERED THE AFTER FABRICATION THAT ARE IN CONTACT WITH PRESERVATIVE-TREATED WOOD. 0 < 0 CD Q MINIMUM PERMITTED FOR ALL FRAMING MEMBERS•ct . SPECIFICALLY, THE FOLLOWING 0 ALL DETAILING, FABRICATION AND PLACING OF CONCRETE SHALL CONFORM TO ACI MINIMUM PROPERTIES, CALCULATED IN ACCORDANCE WITH THE LATEST AISI PROVIDE MINIMUM 2.0 OZ. COATING, ALL SIDES, PER ASTM A123. PROVIDE HOT DIPPED I--)1 n W 318-11, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"AND THE SPECIFICATION SHALL BE PROVIDED: IX(IN.4), SX(IN.3), AREA (IN.2), RX (IN.), FY (KSI), GALVANIZED CONNECTORS PER ASTM A153 OR STAINLESS STEEL CONNECTORS. 0 `�.,! LUY — a) LATEST ACI "MANUAL OF STANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE RESISTING MOMENT (IN,-LB.). e. HOT-DIP GALVANIZE ALL STEEL CONNECTORS AND PRODUCTS LESS THAN 14 GA. THICK STRUCTURES" UNLESS NOTED OTHERWISE. AFTER FABRICATION THAT ARE IN CONTACT WITH PRESERVATIVE-TREATED WOOD. E ANY SUBSTITUTIONS MUST BE APPROVED IN WRITING PRIOR TO DELIVERY, BY THE O SAFETY AND PERFORMANCE OF THE STRUCTURE ARE THE RESPONSIBILITY OF THE ARCHITECT AND/OR ENGINEER OF RECORD. PROVIDE MINIMUM 1.85 OZ. COATING, ALL SIDES, PER ASTM A653. PROVIDE HOT-DIPPED STORE #: 418 ❑ CONTRACTOR INSOFAR AS THEY ARE AFFECTED BY THE LOCATION AND DETAILS OF GALVANIZED CONNECTORS PER ASTM A153 OR STAINLESS STEEL CONNECTORS. PROJECT #: 0475 p CONSTRUCTION JOINTS. SHOP DRAWINGS OF THE PROPOSED CONSTRUCTION JOINT INSTALLATION OF STUDS SHALL BE AS PER ASTM C1007-08a "INSTALLATION OF LOAD U LOCATIONS AND DETAILS ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. BEARING (TRANSVERSE AND AXIAL)STEEL STUDS AND ACCESSORIES", ASTM 0955-09 d. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY ISSUE DATE: 02.25.19.19 SU SUBMITTAL 0 "SPECIFICATION FOR LOAD BEARING (TRANSVERSE AND AXIAL) STEEL STUDS, RUNNERS SHOWN, NOTED, OR APPROVED BY THE ENGINEER DESIGN MANAGER: JOHN PARK o ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS TRACKS,AND BRACING OR BRIDGING FOR SCREW APPLICATION OF GYPSUM PANEL U WALLS LED AP: FOLLOWS: PRODUCTS AND METAL PLASTER BASES", AND ASTM C754-08"SPECIFICATION FOR a. EXTERIOR WALL SHEATHING SHALL BE 7/16" MIN. APA RATED SHEATHING. FASTEN TO PRODUCTION DESIGNER: GUY RIPLEY a) INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM STUDS WITH #8 SCREWS AT 6"O.C. EDGE, 12" O.C. FIELD. BLOCK ALL EDGES CHECKED BY: 15 ALL CONCRETE -4000 PSI PANEL PRODUCTS". ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (± 1°t°)AIR ENTRAINMENT. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO b. WOOD BEAMS BEARING ON WALLS SHALL BEAR ON MULTIPLE STUD WOOD POSTS, Revision Schedule �-•, PERPENDICULAR MEMBERS, OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING NUMBER OF STUDS IN POST SHALL BE REQUIRED TO MATCH BEAM WIDTH U.N.O. ON MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. PLAN Rev Date By Description N REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. D ALL TRACK BUTT JOINTS ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO c. WHERE WALL OPENINGS ARE BEING ALTERED, SHORE ALL FRAMING SUPPORTED BY !: WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A1064 AND BE WALL AT OPENING LOCATION PRIOR TO REMOVING ANY HEADER, POST OR STUD. U FURNISHED IN FLAT SHEETS AND INSTALLED ON CHAIRS OR PRECAST CONCRETE A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT-WELDED OR SPLICED BLOCKS. TOGETHER. d. SHORING SHALL REMAIN IN PLACE UNTIL THE NEW FRAMING HAS BEEN INSTALLED. NO TACK WELDING OF REINFORCING IN THE FIELD IS PERMITTED. ALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT STUD ROTATION. BRIDGING ROWS SHALL BE SPACED ACCORDING TO SUPPLIERS RECOMMENDATIONS. SHEET TITLE: Q PROVIDE CORNER BARS AT ALL LOCATIONS WHERE REINFORCEMENT CHANGES /� /� (.0 DIRECTION. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. STRUCTURAL GENERAL 0 NOTES a0 SCALE: AS SHOWN 0) T- SHEET NUMBER: 0 i N 5001 N CONCRETE STEMWALL MAY OCCUR. DEMO TOP FOUNDATION PLAN NOTES *ilef 8" BELOW FINISH FLOOR 1 #5X1'-6" DOWEL @ 12" O.C. AT DOOR OPENING CENTERED IN SLAB A. TOP OF INTERIOR SLAB ELEV. = (0'-0"). ALL OTHER '� ELEVATIONS ARE REFERENCED FROM THIS ELEVATION, HILTI HIT HY-200 (E) SLAB ON GRADE \t_ 4" THICK SLAB ON GRADE #4 @ 16" EACH WAY CENTERED B. SEE ARCH. DRAWINGS FOR DIMENSIONS NOT SHOWN. I— --I WITH #4 AT 16'" 0.C. E.W. FINISH GRADE 112" DIA. X 1'-01' LONG SIMPSON 4" MIN. THICK C. CONTRACTOR SHALL FIELD VElFY ALL THE DIMENSIONS AND AT MID DEPTH OF SLAB T/TEN HD SCREWS AT 16" O.C. • I I EACH SIDE. (41' MIN. EMBED) �r CONCRETE INFILL ALL EXISTING CONSTRUCTION CONDITIONS PRIOR TO — SLOPE NEW CONCRETE TO ORDERING MATERIALS AND COORDINATE ANY - BE LEVEL AND FLUSH DISCREPANCIES WITH THE ENGINEER. Q _I___ I I e WITH ADJACENT . "' = �,= a • sV SLAB D WHERE EXISTING CONDITIONS ARE CUT OR DISTURBED TO ©2018STARBUCKS COFFEE COMPANY --- a •:> a� �. !,,,,,,,,,•,• S PERMIT INSTALLATION OF NEW WORK, MATCH AND PATCH I t' - ;\ a Z --___ , _ EXISTING DISTURBED CONSTRUCTION TO ORIGINAL I_ _ �. -1;I , 1 E - — 1— STARBUCKS® \ ———I,——— 11=1 1=III= ,1 1=1 1— CONDITION. r = _ _? — ?` _ _— = 2401 UTAH AVENUE SOUTH �" r `I f i l 1= - °. - — I_ I_.I —1 I - ; — lin I ° ISI— II—�1I 1� 1�1 n—III E. FOR GENERAL NOTES, SEE SHEET 5001. '� i :.: . �, I 11—f 1= i1- 11= =11 — ExISTING sLAB SEATTLE, WASHINGTON 98134 6" GRANULAR FILL\\ IHH = I -1 I I `. — \� 111111�1II F EXISTING BUILDING FOUNDATIONS AT THE TIME THE (206) 318-1575 L I e - '.4 d.. 'i SEE GENERAL NOTES DRAWINGS WERE PREPARED. NO INFORMATION WAS zjir \ AVAILABLE REGARDING THE EXISTING BUILDING THESE DRAWINGS AND THE PROJECT MANUAL FOUNDATIONS. IT HAS BEEN ASSUMED THAT THE EXISTING ARE CONFIDENTIAL AND SHALL REMAIN THE EXISTING FOUNDATION CONT#4 4" i 4" y UTILITY FOUNDATIONS CONSIST OF ISOLATED SPREAD SOLE PROPERTY OF STARBUCKS TOP & BOT LAP / TRENCH FOOTINGS AND CONTINUOUS WALL FOUNDATIONS. AND CORPORATION; WHICH IS THE OWNER OF THE © CORNERS 8" THAT A DEEP FOUNDATION SYSTEM DOES NOT OCCUR, COPYRIGHT IN THIS WORK. THEY SHALL NOT /./ —A THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING BE REPRODUCED (IN WHOLE OR IN PART), FOUNDATION SYSTEM BY NON-DESTRUCTIVE MEANS AND SHARED WITH THIRD PARTIES OR USED IN ANY �� FROST SLAB DETAIL ( 2 UTILITY TRENCH DETAIL METHODS TO VERIFY THE ASSUMPTIONS MADE AND TO MANNER ON OTHER PROJECTS OR REPORT ANY DESCREPANCIES TO THE E.O.R. PRIOR TO EXTENSIONS TO THIS PROJECT WITHOUT THE ) Scale, 314"= 1'-0" BEGINNING WORK. PRIOR WRITTEN CONSENT OF STARBUCKS / scale 1" = 1'-0° CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS © ,— FROST SLAB © r- FROST SLAB DESIGN INTENT FOR A PROTOTYPICAL S101 S101 STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT 1 ACTUAL SITE CONDITIONS. NEITHER PARTY ISHALL HAVE ANY OBLIGATION NOR LIABILITY TO 2x6 AT 16" O.C. MAX. WITH — r — 1 WSP SHEATHING, THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY I EXISTING BOTH PARTIES_ I THICKNESS TO MATCH I _IL i I STARBUCKS TEMPLATE VERSION 12018.10.16 I r GPD Engineering and Architecture Professional Corporation , drill 520 SOUTH MAIN ST,SUITE 2531 AKRON,OH 44311 P 330-572-2100 F:330-572-2101 GPD PROJECT NO: 2016355.42 s-\R CTURgC C'3 � 0 PRQ,cE Q 85692PE { 0 0 REGON -i}-13 7-a\ Ix 2. - �o.,,, N`,,Ae,P\L 02/28/19 VJ L E 2X6 AT 16" O.C. MAX. WITH EXPIRES: 06/30/19 cn /' WSP SHEATHING, THICKNESS 0 r\ TO MATCH EXISTING W IP/ UJ Q = EXISTING SLAB ON GRADE NEW 1'-4"X1'-4"X6" THICK PLAIN CONCRETE CURB. PLACE ON (E) SIDEWALK AROUND (E) STEEL COLUMN co AFTER (E) BRICK WRAP HAS BEEN DEMOLISHED, N TYPICAL AT 4 LOCATIONS CI It 2X6 AT 16" O.C. MAX. WITH / ail CO WSP SHEATHING, THICKNESS ca TO MATCH EXISTING. ,1 ' /J/�//��/��I/////////��/////1 TYP. 3 PLACES THIS SIDE I ` L• I Cr (J) OF BUILDING 7/- Z © LL gj o / S101 --- U0) HQ a) _ i_ - - - - Li cc J 2 0 0 � 0 o / ii. z CC < V) 0 Q FROST SLAB. EXTENTS TO W LU C < O / MATCH (E) VESTIBULE SLAB O 0 CNS 0 o 0_ r I— E o I STORE #: 418 -- 2X6 AT 16" 0 C. MAX. WITH O WSP SHEATHING, THICKNESS PROJECT #: 04753-029 5 TO MATCH EXISTING ISSUE DATE: 02.25.19 SUBMITTAL DESIGN MANAGER: JOHN PARK CE LEEDOAP: j = N / r. PRODUCTION DESIGNER: GUY RIPLEY CHECKED BY: riO U Revision Schedule N Rev Date By Description 0) N ` f U I • EXISTING STEEL COLUMN, . 7 TYPICAL AT 4 LOCATIONS VAT SHEET TITLE: I El el I; __---......__._..__._.--------.-_----.._i: - __-.___..........1 FOUNDATION PLAN coN O Co 2' 4' 8' SCALE: AS SHOWN FOUNDATION AND SLAB PLAN N SHEET NUMBER N O Scale 1.4 =1'-0" 0 N Scale: 1/4"= 11-01' S101 N SHEET NOTESROOF PLAN NOTES 1. HANGING SOFFIT SHOWN SHADED. SEE SHEET S501 9. NEW 4X12 WOOD CURB MEMBER A. FOR STRUCTURAL GENERAL NOTES AND DESIGN **lite IP ilil; FOR DETAILS. CRITERIA, REFERENCE 5-0001. 10 MC12X10.6 + L2X2X3/16 2. NEW RTU AT EXISTING RTU LOCATION ON EXISTING B. EXISTING ROOF CONSTRUCTION: AT THE TIME THE CURB, SEE MECHANICAL DRAWINGS 11. 1 112" X 22 GAGE GALVANIZED METAL ROOF DECK, DRAWINGSWERE PRI=PARED, NO INFORMATION WAS B-TYPE AVAILABLE REGARDING THE EXISTING ROOF CONSTRUCTION. 3. PARTITION WALLS BELOW, SEE ARCH'L. DRAWINGS. IT HAS BEEN ASSUMED THAT THE EXISTING ROOF 12. HSS3X2X3116 CONSTRUCTION CONSIST OF PLYWOOD SHEATHING OVER 4 EXHAUST FAN SEE MECH DRAWINGS. WOOD TRUSSES SPACED AT 24" O.0 BASED ON LIMITED 13. L3 SURVEY INFORMATION SIMILAR PROJECTS THIS 5 EXISTING MONOSLOPE WOOD TRUSSES AT 4' D BEARING112X31/2X EACH5116 ENDLOOSE LINTEL WITH 4" MINIMUM NATURE THE CONTRACTOR SHALL VERIFY THE TYPE OF ROOF ®2018 STARBUCKS COFFEE COMPANY V.I.F. CONSTRUCTION AND REPORT ANY DESCREPANCIESOF TO THESE 14. NEW SUPPORT SINGLE JACK ASSUMPTIONS TO THE E.O,R. PRIOR TO BEGINNING ANY WORK. STikRBUCKS® 6. EXISTING WOOD FRAMING TO REMAIN, V.I.F. AND DOUBLE(3) 2X8 KINGHEADER,STUDS EACH SIDEWITH THE CONTRACTOR SHALL PERFORM A FIELD SURVEY TO MEASURE AND DOCUMENT THE ROOF STRUCTURE IN THE 2401 UTAH AVENUE SOUTH 7. STEEL ROD BRACE SEE SECTION 41S 501. 15. (2) 6005162-54 POST DOWN IN WALL BELOW AREAS OF NEW WORK, AND PROVIDE THE INFORMATION TO THE E.O.R. FOR FURTHER ENGINEERING EVALUATION. ATA SEATTLE(206), WASHINGTON318-1575 98134 8. NEW RTU, SEE MECHANICAL DRAWINGS. MINIMUM. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION: OVERALL LAYOUT OF THE ROOF FRAMING: THE DEPTH OF THE PRIMARY FRAMING MEMBERS: THE SPACING OF THESE DRAWINGS AND THE PROJECT MANUAL THE PRIMARY MEMBERS: AND THE SPAN OF THE FRAMING ARE CONFIDENTIAL AND SHALL REMAIN THE MEMBERS SOLE PROPERTY OF STARBUCKS 4 CORPORATION. WHICH IS THE OWNER OF THE S502 COPYRIGHT INN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE DR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY _i_ ___ / MANNER ON OTHER PROJECTS OR • 1 �- �/ 7 EXTENSIONS TO THIS PROJECT WITHOUT THE <>::::::......::::::: ...,.<::. „ E WOOD BEAM L PRIOR WRITTEN CONSENT OF STARBUCKS ( ) CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FORA PROTOTYPICAL EXISTING ROOF 0STARBUCKS STORE (WHICH IS SUBJECT TO HATCH % / [♦ AT ANYTIME) AND DO NOT REFLECT © CHANGE ACTUAL SITE CONDITIONS NEITHER PARTY I ' SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER {EXCEPT STATED ABOVE} UNTIL A r � �' w WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. I I I m I O I - S501 -' I STARBUCKS TEMPLATE VERSION 12018.10.16 I I w ilig.111‘1.1h' C I - `► S501 $` • GPD Engineering and Architecture $ ; a (E)2X WD. I Professional Corporation RAFTERS 520 SOUTH MAIN ST,SUITE 2531 s "A'' AKRON,OH 44301 0 0 a P 330-572-2100 FRS 330-572-2101 —._.. _ s` �.* g 1€ I GPD PROJECT NO 2016355.42 r " ` I 2 �R�}CTt1R ,,,,„„:„..:,. .y.,i 'f Ste/ p 1'R ' ��E O fiFS �; I -ax c�� C,IN Ls"-,0 s II 0 ns EinRiauko1............. .. ....... ........ (E) WOOD BEAM E 85692PE aRECON 2. �% II • '1 "-13,2 '.\ • ® CO — — — — — — — 0/-Ar I I. v A�� d 9 05 EXPIRES: 06/30/19 0::;-;-: ❑ \ (({{riF .4):}i})i) CO CC 6 ` \ � LL 2 S501 ' ' i 1 1�o n cocf) ,, 0 . 10 �, C It I HSS4X2X3116 rr^^ LSV \ \ - z � Lu m v, L rte_ .." a co 0 �E 1 11 0 W 12 cy- co -------Air-------AirI w Q 0 U N O ` oit/ 0 S502 LL {V 12 55010 1 O C!} 0 d? vs co (;- co I- ( a Lu ixi_ cr I , < z `c Qai S501 -F'k 1 o o Q u) 0 is) Ci � I I 1 w Q3I I 411iiLU CD LU us CD O O N �_ / ,v E HSS4X2X3116 0 LSV o STORE #: 418 ❑ PROJECT #: 04753-029 ISSUE DATE: 02 25.19 SUBMITTAL o I I �OOB / M MANAGER: JOHN PARK LE PRODUCTION DESIGNER: GUY RIPLEY 0. E CHECKED BY: ozt SIMAI gh Revision Schedule N S501 S502 `L 2 Ir 8 Rev Date By Description 43 ROOF FRAMING PLAN — lel° Scale:1f4"=1-0" 01 OScale: 114" = 1'-0" SHEET TITLE: FRAMING PLAN N N O (56SCALE: AS SHOWN 0) O SHEET NUMBER: N } N N -..,,,, ,,-....„.. 4Atr Alie •-; illk (E) ROOF TRUSS, V.I.F. (E)WSP ROOF DECK, V.I.F. —1 (E) LEDGER, V.I.F. SIMPSON SSC2.25, TYP. / (E) EXTERIOR WALL WOOD STUDS, V.I.F. ©2018 STARBUCKS COFFEE COMPANY -1 41:..,]] STARBUCKS® 2401 UTAH AVENUE SOUTH • SEATTLE, WASHINGTON 98134 (206) 318-1575 • I THESE DRAWINGS AND THE PROJECT MANUAL - — ARE CONFIDENTIAL AND SHALL REMAIN THE 9" \TYP. SOLE PROPERTY OF STARBUCKS j: Ed rij N 114 CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT —[=,,:—/\,--- 112" TAB PLATE -{ TYP BE REPRODUCED (IN WHOLE OR IN PART), 3116"/ \ 2 SIDES SHARED WITH THIRD PARTIES OR USED IN ANY 2 412, MANNER ON OTHER PROJECTS OR • R EXTENSIONS TO THIS PROJECT WITHOUT THE 314 WSP DECKING -- °O — PRIOR WRITTEN CONSENT OF STARBUCKS I I I _ l'' i 4 PIN (TYP.) W/3/4"0 CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS 7 - DESIGN INTENT FOR A PROTOTYPICAL �- - r 518"0 ROD WITH 318x5 112x0'-11" \ STARBUCKS STORE (WHICH IS SUBJECT TO S w/(4) 112"0x6" LAG \ TYp CHANGE AT ANYTIME)AND DO NOT REFLECT SUSPENDED ACT CEILING, PL i AND TURNBUED ODDLE ACTUAL SITE CONDITIONS. NEITHER PARTY SEE INTERIOR DWGS. I 12 (TYP.) 362S162-33 AT 24" O.C. SCREWS INTO 6x POST f TYPICAL E SHALL HAVE ANY OBLIGATION NOR LIABILITY TO 12 = THE OTHER (EXCEPT STATED ABOVE) UNTIL A 2X2X43 MIL CONT. WITH 362T150-54 WITH (2) - i 0 WRITTEN AGREEMENT IS FULLY EXECUTED BY #10 SMS TO EACH VERTICAL 3/4" WSP DECKING (4) #10 SMS, TYP. #8X2 112"WOOD SCREWS 3/8" TAB PLATE BOTH PARTIES. AND HORIZONTAL MEMBER, TYP. TO EACH STUD ___/\/... ANGLE TO MATCH RODin iti STARBUCKS TEMPLATE VERSION 12018.10.16 I /TAB PL-CL i I VENEER 114 HSS(PER ARCH.) \\\/////: HSS , i CONT. L2x2 (PER PLAN) i i METAL DECK ANGLE SUPPORT ._ SECTION (PER PLAN) �PIA.1. 7 — ` T/CANOPY Scale 314"= 1'-0" PENETRATION FOR DUCT • ___ _ _ __ � GPD Engineering and Architecture WHERE INDICATED ON C" • i \--.7 / I '0. SEE ARCH. ? Professional Corporation MECHANICAL DRAWINGS �— PENETRATION FOR DUCT � N 520 SOUTH MAIN ST,SUITE 2531 6x12 BLOCKING WITH I f AKRON,OH 44311 CURB FRAMING, WHERE INDICATED ON SIMPSON DTTIZ TIMBERLOK SELF DRILLING, SIMPSON A35 CLIP 1— — HSS N P:330-572-2100 F:330-572-2101 SEE PLAN MECHANICAL DRAWINGS (FAR SIDE), TYP. /-- - SIMPSON 5052550 DOUBLE 2x8 WOOD MEMBER . —rt— ��_ SELF- COUNTERSINKING SCREW T&B, TYP. ai_ �i_ WITH FLAT WASHER, TYP. ..mac I!LI (PERPLAN)WITH 1 112 PENETRATION INTO —SIMPSON A35 CLIP, TYP. A GPD PROJECT N0: 2016355.42 1/4" DIA. SMS WITH r I PT WOOD SPACER, THICKNESS TRUSS, TYP. SIMPSON A34 CLIP, TYP. I • 1 _ FLAT WASHER IT AS REQUIRED TO MAINTAIN DOUBLE P.T. �� i1 CHANNEL S U TU DOUBLE P.T. WOOD 2x8 MEMBER (R Rq LEVEL CURB ON SLOPED ROOF, 2x8, MIN. 1( r------- 1I �p PRbcX4 MIN., TYP. '1'li-_ (PER PLAN) °� S '"� ,� ..._.4 1 — - g �_ _... --� PL112x5 112x0' $" /4( T & ATTACHMENT Co �.\AGIN��c'Q '5)0 1 � 1 g A JI 1,1 wl(4) 1/2"0x6" LAG SCREWS i PER ARCH. (10 PSF MAX.) 114, TYP. (E)WOOD ROOF DECKING 88692PE I i 600T150-54 TRACK 0 BETWEEN POSTS, 2x4 WITH SIMPSON (E) WOOD - (E) WOOD ROOF TRUSS TYP 1-12 < alb REGON TIGHT TO BIDECK. LUS24 EACH END, ROOF DECKING (E) WOOD ROOF TRUSS, TYP. ____/\/. I 114 ANGLE-CHANNEL ,�a OMIT SLIP TRACK EACH SIDE OF DUCT / SOFFIT BEAM, SEE SECTION 2/S501 3116 1-12 'q '13, AT POSTS OPENING 2x4 WITH SIMPSON II `/0r.,,, ,,pg4-4_ 02/28/1 9 Cl) X LUS24 EACH END, I E BUILT-UP CFS EACH SIDE OF DUCT (E) WOOD BEAM, CI POST,SEE PLAN OPENING i � EXPIRES: x6/30/19 0 - � W LLI Q NOTES: NOTES: ' A K L.,, _- (E) STEEL LINTEL, V.I.F. Cr2 1, FASTEN MECHANICAL UNIT TO CURB WITH 318" DIAMETER x 2 112" LONG LAG SCREWS AT EACH CORNER AND 1. FASTEN MECHANICAL UNIT TO CURB WITH 318" DIAMETER x 2 112" LONG LAG SCREWS AT EACH CORNER AND AT 3'-6" O.C. MAX ALONG CURB AT 3'-6" O.C. MAX ALONG CURB !' O 2. RESTORE INSULATION AND ROOFING TO WEATHER TIGHT CONDITION AFTER INSTALLATION 2. RESTORE INSULATION AND ROOFING TO WEATHER TIGHT CONDITION AFTER INSTALLATION It N co \ SECTION SECTION _ - - --, SECTION CrWU Scale: 1/2"= 1'-0" Scale: 1/2"= 1'-0" ��/ " Scale 1"= 1' D I °' 0 0 LLN FC .) 03 H W (L O A z IXQ (!) ❑ c) 1) •cr1 Dd NAILS AT 6" O.C., 1'-1" MAX. W (: / 15 CD W < o MAX. TYP. - `/ {V 3116 i a) HSS COLUMNC I I SIMPSON H4 , 0_ a r E (PER PLAN) �i € i i <TYP. (E) WOOD HEADER, V.I.F. STORE #: 418 O i 3116/ AT24'PERED0.C., RAFTER I % PROJECT #: 04753-029 HSS /r METAL I 3 SIDES/ 3116" CONT. L2x2 ANGLE SUPPORT (} i (PER PLAN) _>-<._/ ISSUE DATE: 02.25.19 SUBMITTAL 0 I / T/CANOPYrik i i • • ��' \ DESIGN MANAGER: JOHN PARK PL 112x5x1' 2"w/(4) 112"0 _ — �� TICANOPY f LEED'OAP: O. X6" LONG LAG SCREWS i� /t _ _ _ _ SEE ARCH. SEE ARCH. _ �r, PRODUCTION DESIGNER: GUY RIPLEY i I i i — ----- _ l ` CHECKED BY: � ■ ■Iii 2X6 RIM JOIST WITH II * i O <> G> n_ k I I - — (2) 16d NAILS TO , o o < IIIF7„i_ , 2 '' _....._....._.-..� ' � EACH RAFTER �� Revision Schedule L -41___L___ A - — A , LI . . 1 1 i"• ,- -• ,� Rev Date By Description u) \ CHANNEL 1 15132"WSP SHEATHING, D i i ` (PER PLAN) I I TYP. 2L-2x2x3116xD-4 LG. I i w/(2) GALVANIZED 114"0THRU BOLTS i SOFFIT BEAM SEE LCHANNEL ` I i — 2x6 SOFFIT BEAM AT AT EACH SOFFIT BEAM 2X8 (CONT.)WITH (2) ROWS ' i SECTION 2/S501MITRED I i 3'-0" O.C. MAX. AT 10'-0" OF HILTI KWIK-CON II SCREW (PER PLAN) 3/16\ CORNER I I MAX. SPAN (TYP.) {TYP.) �, ANCHORS AT 8" MAX. O.C. i €! FASTENERS SHALL NOT BE i MASONRY VENEER [1 : I SOFFIT& ATTACHMENT STRUCTURAL DETAILS Q i (PER ARCH.) 1-12 i PLACED IN JOINTS SHEET TITLE: N —� I 3116 1 12 \ANGLE CHANNEL PER ARCH. (10 PSF MAX.) (E) STEEL LINTEL N O Co SCALE: AS SHOWN 0) Tz; SECTION AT DRIVE THROUGH CANOPY SIDE 2 SECTION AT DRIVE THROUGH CANOPY SOFFIT FRAMING c..., SECTION SHEET NUMBER: N L j �� Scare: 1"= 1'-0" scare: 1" = 1'-0" Scare: 1 112"= 1'-0" CV S501 cV *te, Jo 6 Ah. 0 O 2018 STARBUCKS COFFEE COMPANY STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS (2) ROWS 16D NAILS CORPORATION, WHICH IS THE OWNER OF THE / AT 6" O.C. COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY a= MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS 2X FILLER STUDS, SIZE AND CORPORATION. THESE DRAWINGS AND SPACING TO MATCH EXISTING SPECIFICATIONS ARE INTENDED TO EXPRESS p DESIGN INTENT FOR A PROTOTYPICAL ---'.-4 STARBUCKS STORE (WHICH IS SUBJECT TO TOP OF (E) PARAPET CHANGE AT ANYTIME)AND DO NOT REFLECT FRAMINGV7 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. SIMPSON SDWS22400 TO , EACH (E) BLOCKING MBR. y = NEW WSP SHEATHING I STARBUCKS TEMPLATE VERSION i2018.10.16 1 SIMPSON MSTA 49 SIMPSON H8 AT 16" 0.C. ` (E) WSP ROOF —\ DECKING i __-f/ (2) 160 NAILS TO EACH STUD ,!'! AT 16" O.C. GPD Engineering and Architecture i/\ f / 2X6 Professional Corporation ► As... p 520 SOUTH MAIN ST,SUITE 2531 (E) RIM BOARD AKRON,OH 44311 2X WOOD BLOCKING (E) WOOD SIMPSON SDWS22400 AT 16" O.C. P:330-572-2100 F:330-572-2101 ��-�� (E)WOOD STUD WALL FOR (3) RAFTER SPACESRAFTER, TYP. AT 1'-4" O.C. MAX., TYP. (E) WOOD BEAM 160 NAIL AT 16" O.C. GPD PROJECT NO: 2016355.42 (E) W00❑ s�R11C7t1RgC CEILING JOIST — ��yED PR op 1 F c,s��I85692PE GINEk. S,A _______ITV--- • j 1IS02 �r H11- n 1 -.:' . / L - - - --J % REGON SIMPSON H8 NIk g41320 (2) ROWS OF SIMPSON X01_, K`ua.'Os 02028019 co SDWS22400 TO EACH STUD cif Ems, EXPIRES: 06/30/19 I NOTE: O SEE SECTION 1/S502 FOR ADDITIONAL INFORMATION. W Ct Cr _ �� SECTION Scare: 314" = 1'-0" wD {o N O 0 t 21 (2) ROWS 16D NAILS CO [6 2X FILLER STUDS, SIZE AND 7 AT 6" O.C. 0- UJ SPACING TO MATCH EXISTING CD N SIMPSON MSTA 49 a _U AT 16" O.C. --- TOP OF (E) PARAPET LL (V 2x BLOCKING FRAMING O U ti CD @ 16" 0.C. w p LL SIMPSON H8 (E)WOOD TRUSS SIMPSON H8 w ec a O 0) TOP OF (E) PARAPET i - 2 c\I FRAMING -(E)WSP ROOF Q 0 - co Nk co DECKING ;� SW WSP A34 Z 2 (n ti / �, 2x4 BLOCKING W W CD i % V 1 @16 O.C. -� (� c ��Qrr�� NEW WSP SHEATHING \ ... ...........__. .................................____ NEW WSP SHEATHING 0 O V E EXISTING I SIMPSON H8 N.: v GL BM. % ' E WSP ROOF DECKING NEW 2X6 AT 16" O.C. MAX. STORE #: 418 O / 2X TAPERED RAFTER ( ) \ AT 24" O.C. MAX. PROJECT #: 04753-029 0 ; 2X BLKG. AT 4B" O.C. MAX. U 10d NAILS AT 6" O.C. MAX., TYP. - _. �_, > . r > .�.. ..:._. r T-�- r z x 7 r r: 7 � r ISSUE DATE: 02.25.19 SUBMITTAL 0 / N. (2) SIMPSON SDWS224400 TO DESIGN MANAGER: JOHN PARK d / _ EACH EXISTING STUD LEEDOAP: ,' - �� ,, SIMPSON H8 / PRODUCTION DESIGNER: GUY RIPLEY lAz _ i------ 2X6 AT 16" O.C. MAX. CHECKED BY: (2) ROWS SIMPSON >�r. GLEXI BMG SIMPSON H8 WITH (4) o SDH22400DB @ 8" D.C. MAX. �' �... ,_„ (E)WOOD RAFTER 80 NAILS TO LEDGER i 1= 1 "OH _--. �� (E) WOOD SIMPSON H8 (E)WOOD BEAM, V.I.F. Revision Schedule AND (5) 8D NAILS TO ' 1 r (--;" BLOCKING. TYP. T & B Rev Date By Description CEILING JOIST —+ — S542 EX. GL. BM. I S 3 --i" . . 02 2X6 RIM JOIST WITH �� \ • • I , r , SIMPSON H8 - - U , � �'�r' ir.+ir"��•�_.�ij - (2) 16d NAILS TO EACH RAFTER r.' -� 'I irk*O1 - WSP SHEATHING H.-.-./ Al SHEET TITLE: Q 2X (CONT.) RIP TO 6 3/4" - J 12X6 CONT. WITH (2) ROWS IL _ — _ _ _ J /� OF 160 NAILS AT 16" O.C. — STRUCTUp DETAILS u, CEILING, SEE (2) ROWS OF SIMPSON (E) CEILING JOIST STRUCTURAL CV STAGGER ROWS 8" ARCH. DWGS. SDWS22400 AT 16" 0.C. TO ROWS OF SIMPSON NOTE: SEE SECTION 418502 CV NOTE: SEE SECTION 1I5502 & CEILING, SEE ARCH. DWGS. - (2) o (E) BEAM, STAGGER SDWS22400 AT 16" O.C. TO (E) FOR ADDITIONAL INFORMATION 4/3502 FOR ADDITIONALOci 8" �,, SECTION — EYEBROW AT WOOD BEAM SECTION ROWS $' — INFORMATION r SECTION BEAM, STAGGER ROWS SCALE: AS SHOWN NG SHEET NUMBER: O scae- 1 112"= 1'-0" �2� Sca'le 3/4"= 1'-0" �__/` CV scale 3/4" = 1'-0" u7 N S502 N GENERAL NOTES *Ike/ A. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL *11" ; Ilk REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR LIST OF APPROVED START UP CONTRACTORS, CONTACT PROJECT CONSTRUCTION REPRESENTATIVE. B. THE SITE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. C. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND PREP. AREAS SHALL HAVE A 6" COVED BASE. 0 2O18sTARaUCKs COFFEE COMPANY D. ALL FOOD STORAGE SHALL BE 6" (150mm) A.F.F. STARBUCKS® E. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, 2401 UTAH AVENUE SOUTH CABINETS) SHALL BE SEALED. SEATTLE, WASHINGTON 98134 F. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREP. (206) 318-1 575 AREAS SHALL BE SMOOTH, NON-TOXIC, NON- ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT THESE DRAWINGS AND THE PROJECT MANUAL SHALL BE WASHABLE AND SEMI-GLOSS OR HIGH-GLOSS ARE CONFIDENTIAL AND SHALL REMAIN THE FINISH. SOLE PROPERTY OF STARBUCKS 4'-6" 3" 4'-6" 3" 4'-6" 3" 4'-6" „i, )31';e, / - G. ALL EQUIPMENT AND INSTALLATION WILL MEET CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT NATIONAL SANITATION FOUNDATION STANDARDS OR BE REPRODUCED (IN WHOLE OR IN PART), ...-...-- - EQUIVALENT. SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR H. ALL EQUIPMENT AND CABINETRY WILL BE FLUSH EXTENSIONS TO THIS PROJECT WITHOUT THE :------- E 111041 b0 0" MOUNTED TO COUNTERS, WALLS OR FLOORS, OR BE PRIOR WRITTEN CONSENT OF STARBUCKS 1E' 10293 0109771 RAISED TO ALLOW FOR CLEANING. CORPORATION. THESE DRAWINGS AND LFI 107561 SPECIFICATIONS ARE INTENDED TO EXPRESS O Fl 10093 I. CONFIRM ALL NECESSARY CLEARANCES PER PRODUCT DESIGN INTENT FOR A PROTOTYPICAL 1 __.._._._ _� __....__. __ __ CUT SHEET REQUIREMENTS FOR ALL EQUIPMENT (E.G. STARBUCKS STORE (WHICH IS SUBJECT TO ) ' I I i -- - -U_ II ICE MACHINE). CHANGE AT ANYTIME)AND DO NOT REFLECT II y --4 II-� - ___--- ---.---.-. .._-_- --- ! 0 ACTUAL SITE CONDITIONS. NEITHER PARTY 13 'I �+ F 17612 J. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO SHALL HAVE ANY OBLIGATION NOR LIABILITY TO L 14 rr�' 125' CASEWORK ELECTRICAL DETAILS. THE OTHER (EXCEPT STATED ABOVE) UNTIL A Aj 10002 A 100051 �� 1F11fi522 1 WRITTEN AGREEMENT IS FULLY EXECUTED BY F 17612 K. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED BOTH PARTIES. 1A110076 F 16505 T THREADS, EMBELLISHMENTS OR OVERHANGING EDGES - - �E605 ,11115I THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, STARBUCKS TEMPLATE VERSION i2018.10.16 Fj10123 1E 10416 - F1101231 r--IEI103841 E 10172 F 180641-- F 18668 -ojii0 . 1E117852 DIRT AND DEBRIS. jE 104621 1 r �' } L. WARMING OVEN(S) SHOWN FOR PERMITTING F 173261mill 11= 18668PURPOSES. A 1g0221O - E 10862 IF110756 F 17612 F 17340 VERIFIED BY STARBUCKSICONSTRUCTION OPENING TO BE E 104161 -w 11 / 8 ) WOMEN'S F 16520 j E 104621 1A110007 $ MEN'S RR •f___E: 103 4 RR E 107691 REPRESENTATIVE. _ E 10467 12 12 IF X00001-■ �.,F 17852 M. EACH HAND WASHING SINK WILL HAVE A SINGLE�a--- ® , FI18064- i IF 17612 GPD Engineering and Architecture jA 18744 10099 - E1109771 F 18064 SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND E 10099 1 l SINKS 70 HAVE A COMBINATION FAUCET OR PREMIXING Professional Corporation E 15699 E 10416 ► �� F 18064 '^` �\ /�,i 'c' FAUCET. 520 SOUTH MAIN ST,SUITE 2531 r �� AKRON,OH 44311 -�E 104621 1 pi � ` �' f<� , F 1 17852 P,330-572-2100 F:330-572-2101 L _ r1 - E 11115 / �; ./ `: j - V F 17326 j / _..... - / N. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING i 3,E 1050119290• I F 192901 DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO e �F 16520 0 18064 0 ! FHF 1734Dj THE ELECTRICAL DESIGN PLAN. GPD PROJECT NO: 2016355.42 1E1P859I E 10172 F110093 E 10862 E1108591 1E1110831 \ E1107691 Fj 18064 1111 `_/ ' \�/ - ' \�/ ` 0. SEE ELEVATIONS FOR DISTRIBUTION OF CUP ��ED 44 rE117255 I�r � 1F! 17852 DISPENSERS. �Gj .fes jE 1022 F118064 IF 18064 F118064 () IIARKS. 5:11.01'I:K rn '� - P. GENERAL CONTRACTOR TO COORDINATE r, N .74_,_ , 1F116520 1F19fi5201 jF 1652D11F118064I NEWSPAPER FIXTURE ORDERING. CONTACT TRIAD AKIfON, OH ,__; f1 �1 F 18064 1Ff17326. 1E117326 1E117326 MANUFACTURING BY EMAIL (starbuckscs@triadmfg.com) OR a �' E 10970 E 12407 �� NO. (iO3fi 1F116520 ._�_ L'1178521 BY •PHONE (314-381-5280 X1111) TO ARRANGE SHIPMENT i _ I � I, i S. — OF THE FIXTURE. ALLOW (5) DAY LEAD-TIME. � 02/2$/1 o IFI17326 CP 1E1109771-ow 0 12407 — i4—E 16238 Q �I 0:0.-- tivi . 1).4-E _I1= 17341 /),s1A '� WORKROOM ["4 - �1E112618 ! _410 ? A E 10947 Hi.-. ■ IHA j 9075, ! ! 1F117852 SHEET NOTE S o "1 iF1179801F117980 `� , ;E 135781- HA 100291 0 1. INSTALL EXTERIOR FURNITURE THROUGHOUT AS ai 1A 100241 A 10008 A110029 SHOWN. UJ N 1E113fi821- E 151861 E 10907J [-----] ► E 103051 _ , A 10014 CAFE 2- INSTALL CAFE FURNITURE THROUGHOUT AS SHOWN. Et E 10698 FIRE INSPECTOR'S REQUIREMENTS. i I E11662311 / I �-1A 100281( 2 , 3. PLACE FIRE EXTINGUISHERS IN WORKROOM PER ❑ — J 1 E10808I`. --, II►E 10856 Iii A'10029,Aj 10008 co(N �� , : j 1 ! :A 100141O O 4. G.C. TO REVERSE HINGE ON U.C. REFRIGERATOR TO i rE117264 E 17639 j `E 10746 j LEFT HAND SWING AS SHOWN. Y u ''i, - 10855 _----_ A! 10029 v A 10010 -- EI 17340 5. CONDIMENT CART- SEE INTERIOR FINISH ' ' I OA 14677 15 Ej 1031°2 j OA 1269 ELEVATIONS. i Ll A 10014L ) A 100751 _ F 18161 w F 17852 0 17852 7 A 14676 - 4- 0 _ b 6. PLACE MERCHANDISE FIXTURES PER PLAN. L U IA 1 _ _ 111151 1-a .- 1 7. MANAGERS DESK. SEE MANAGER'S N E 10855 E 10091 E l D ilk A 123361 !, ©E1102671i _ 1 0 F 1764 DESK/EQUIPMENT RACK ELECTRICAL DETAIL FOR — I` 0 ;A 146781 ;`�,T-'.- I :�: ero III E 13330E 13584E 10791 [.7 " ADDITIONAL INFORMATION. O cI� U 07 Irl! -_ -.. ! .7e: 1��___i, j E 10855E 103961 ® F 17852 F 17852 ] I— w t-- -- --\ - E119278H- -- - -A 100751 j i�lr Ct E 10791E 10858 y 8. DO NOT BLOCK FOOD CASE INTAKE/EXHAUST. W C 0 I A 100121 �E 10856 E 10267 BACKBAR Iswi E, 12694 F 17649 -F 18162 1�_ -� H ;Ejy03112 1 ■ IIII 9. SAFE LOCATED AT POS CABINET. SEE ELECTRICAL < n/ -2 it A 10029] \ IE 10267 L1 . - 1F112311 �r FOR ADDITIONAL INFORMATION. (/) ❑ E`10267I► E110344 iE 12508 ! �-1E 10267 - F 17340 ] M 10. HAND SINK W/ INTEGRAL SPLASH GUARD. r�� w I 1 1 1 F 118067 ] -' V (\J N i r I 1G,19495 444��111 11. WATER HEATER LOCATED ABOVE. SEE PLUMBING 0 — 0 _D p till I I E 17564 I/ , _ G 195601 1 F 111961 I� t a _, _ � �■r. o I DRAWINGS. I� I O I in •® / E 17588 F118067 1FI 178521 1F1118161 1 F 17649 LTJ i 12. REFER TO ENLARGED RESTROOM PLANS AND �o -_" _`"_ '- ' L _ _ 4 1E\ /F!173401 Il«1_C� l II2l:� c� ELEVATIONS (SHEET 1401) FOR FIXTURE LOCATIONS STORE #: 418 n E 10416 E 10416 F 17852 " AND MOUNTING HEIGHTS. -0—E 19559 1= 17852 . _� PROJECT #: 04753-029 E 10462 E 10462 F 18067 F 18067 F 16067 13 LOCATION OF SWITCH GEAR AND THERMOSTAT ISSUE DATE: E E 10501 A 100141 j , 1 I (.] _ 02.25.19 SUBMITTAL o F 11961 111) {■ 1E1 LEED©AP: -F 17340 CONTROLS. DESIGN MANAGER: JOHN PARK o �E 1041fi� - 14. SECURE LOCKERS TO WALL. PRODUCTION DESIGNER: GUY RIPLEY 0 [ 1 E 10971 E 10462 ---=..-- - X11 F 111961 E F. 17852 111 CHECKED BY: a E 10102 E'I 10462 E 10462 �E 10462r L = 15. VENDOR TO INSTALL WATER FILTRATION SYSTEM J1Fl12311 ►i PER MANUFACTURER'S REQUIREMENTS. G.C. TO I 1E}10416 Ej 104161 �E 10416 PROVIDE PLUMBING AND ELECTRICAL Revision Schedule W__ ......... . LI0 N ] E — Illi REQUIREMENTS. N .-....... ,, I 1: — 4'-6" IEQ.i, Rev Date By Description : 0 4 -6.. 3., 4' -6., je / /1 - 2SHEET TITLE: co co FF & E PLAN CO _' r-- FURNITURE, FIXTURES, AND EQUIPMENT PLAN i 2' 4' 8' SCALE: A5 SHOWN ..T N CIS Seale. 114" = 1' 0" Scale 114"=1'-0SHEET NUMBER:" N CO N 1101 N GENERAL NOTES *tiff 3 - 1 /4 4 Ilk A. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION *PIP '~ 2'-6112" 61/2' MANAGER IMMEDIATELY IF A DISCREPANCY EXISTS V „ BETWEEN CASEWORK SHOP DRAWINGS, EXITING SITE CONDITIONS, ARCHITECTURAL DRAWINGS OR BUILT • FIXTURES. ALL DIMENSIONS SHALL BE FIELD VERIFIED \. \ \ BY GC PRIOR TO SHOP DRAWINGS PRODUCTION. B. STARBUCKS CONSTRUCTION MANAGER TO COORDINATE a's\ AND SCHEDULE CASEWORK DELIVERY DATE. GENERAL `` CONTRACTOR TO CONFIRM CASEWORK DELIVERY DATE kr WITH CASEWORK MANUFACTURER AT FOUR (4) WEEKS ©2018 STARBUCKS COFFEE COMPANY PRIOR AND THEN ONE (1) WEEK PRIOR TO SCHEDULED ;Z) \ '-- Z..) w DATE OF DELIVERY. STARBUCKS ”' C. STARBUCKSVENDORTO SCOUPNTRACTSPLY DIRECTLYCASEWORK WITHLISTED CASEWORK THE 2401 UTAH AVENUE SOUTH IN \ - . • ' CASEWORK SCHEDULE, UNLESS OTHERWISE NOTED SEATTLE, WASHINGTON 98134 I (206) 318-1575 1' 8" 1' S" D. CASEWORK VENDOR TO PROVIDE COMPLETE SHOP / DRAWINGS AND INSTALLATION PACKAGE TO GENERAL THESE DRAWINGS AND THE PROJECT MANUAL CONTRACTOR TO FACILITATE PROPER INSTALLATION. ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS E. ALL CASEWORK BOX BASE / TOE KICKS SHALL BE SET CORPORATION, WHICH IS THE OWNER OF THE AND LEVELED USING 114" (6 MM) NON-ABSORBENT COPYRIGHT IN THIS WORK THEY SHALL NOT 3 COUNTERTOP X1 SSSO LAYOUT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. BE REPRODUCED (IN WHOLE OR IN PART), Scale: 112" = 1' 0" SHARED WITH THIRD PARTIES OR USED IN ANY F. SEE WALL FINISH PLAN FOR LOCATION. TAGGING. AND MANNER ON OTHER PROJECTS OR FINISH SCHEDULES OF APPLIED WALL TREATMENTS. EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS G. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFIT CORPORATION. THESE DRAWINGS AND LOCATIONS. SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL H. REFERENCE PLUMBING AND ELECTRICAL PLANS FOR STARBUCKS STORE (WHICH IS SUBJECT TO T-_ PLACEMENT OF ELECTRICAL, DATA AND PLUMBING ON I FRONT AND BACKLINE OF BAR. CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO I. INSTALL CASEWORK. COUNTERTOPS. SHELVES. THE OTHER (EXCEPT STATED ABOVE) UNTIL A CUBBIES, FINISHES. TRIM AND TABLE TOPS WRITTEN AGREEMENT IS FULLY EXECUTED BY 13 - - — I, it — I; THROUGHOUT RNCE N BOTH PARTIES. . -- — — A MANUFACTURER'SEFERESPECIFICATIONSFIISH FOR SCHEDULE ADDITIONAL AND INFORMATION. I STARBUCKS TEMPLATE VERSION 12018.10.16 I J. ALL COUNTERTOPS UTILIZED FOR CUSTOMER \":Lt---,--11-1 ('' ., ::' TRANSACTIONS, INCLUDING BAR, CONDIMENT AND SALES COUNTERTOPS SHALL BE INSTALLED AT 2'-10" (860 MM) MAXIMUM A.F.F. K. WALL FINISH BEHIND EXPOSED CABINETRY AND BELOW _ UNDERSIDE OF COUNTERTOP SUBSTRATE TO BE FRP_ GPDEngineering and Architecture MEN'S RR 1- MEN'S RR I Professional Corporation 520 SOUTH MAIN ST,SUITE 2531 44311 WOMEN'S P:330-572-2100' AKRON,330-572-2101 RR ' WOMEN'S GPD PROJECT NO: 2016355_42 SHEET NOTES v MARK S. S.�LOPEK to '- axle() ,1. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. OH ►-7 ° NO. 6036 • 2. CASEWORK VENDOR TO ENGINEER PROPER tP BACKBAR COUNTERTOP SUPPORT AT ESPRESSO BAR AND 1' 02/28/19 OTHER WORKSTATIONS PER STARBUCKS MINIMUM • ; ` PERFORMANCE REQUIREMENTS. C. 1II.V... ..'le\A iC 177411— — 3. PROVIDE ACCENT LIGHTING AT FRONT EDGE OF BAR. C',17747 ► O SEE INTERIOR ELEVATIONS AND ELECTRICAL FOR ADDITIONAL INFORMATION. a WORKROOM c 17747 f — — — ,� _ _ , _ � 4. FLOOR DRAIN BELOW. CASEWORK MANUFACTURER 11.1 a) WORKROOM — TO COORDINATE DESIGN TO INSURE THIS AREA IS Q IC 19710 READILY ACCESSIBLE FOR CLEANING AND FREE OF CC L Y 0 —_ CAFE COUNTERTOP SUPPORT. I 4111--IC 17832 J �; 'J C 17574k--------0- ICI17743� 1 u 5. VARIABLE WIDTH FILLER CABINETICOUNTERTOP co —C 17831 REQUIRED TO FILL GAP (FIELD VERIFY DIMENSION). r7( N . _ , o VENDOR TO COORDINATE EXACT DIMENSION WITH VJ It It 0117741 �—► n - H GC PRIOR TO INSTALLATION CAFE k — , �C1178301--0.- ' ' C 17744 Y 41 IC (00226 CI178961 � r- - CI187207 r- o 11 W 1C 17745. ►-.O C 15219 I = LZ I —F , C 177431► I ' U . : �'�- E C 17828 C1-17740 I O 7 r--1-_ C 15219 L.L. CN\J CT ? C 17824 0 o 0 O _ O r'r; U C _ L_ C117809_ _' _ J 5 IC 17894 C'17574 H. w < I, r -i . • c ioL _ C117745 �+ I _ I C' 12236' FT Li ❑ O 0 IC111155 C 192801 C 13377 �� C] 1- 1 [ p ! C 13374 ¢ p ,r L ;,1 J C 11155 7- 1 ICI 19283 ICI, 13399' s Z rX Q (f) ❑ H- ;:; I �� , 3 I C 19285 ® U < 0 C r _ = I I l 1102 C 192861 E r n W C Q N 10000227 ' ,_ _ - BACKBAR c 17743 'J� C x18880 C 19281 C K18881o O �. o C� OM 1Cx00227 C 175801 I C 177471 ICI 175731 Ic x18882 0. 19282 --1.- C119279 ► C 19284 I • u7 5�C 17894( 0 19279 C 178931 IC 175801 17581 �, I I I l 0 C 18872 STORE #: 418 . .0 .:; , . . . . _ �� c11s871 �u s c 18873 PROJECT #: 04753-029 CI 17576 I �� • ISSUE DATE: 02.25.19 SUBMITTAL E I F r c r - O O I III IC 18859 DESIGN MANAGER JOHN PARK c) LEEDOAP: ICI 19377--r C 18880 _ 0 li._ PRODUCTION DESIGNER: GUY RIPLEY III Q 14899 ► CHECKED BY: C 1$855 a) _I a 175751 IC 181221 1C1175: GENERAL NOTES NVItte A. IF REQUIRED BY LOCAL CODE, GENERAL CONTRACTOR *IP - "' 1111111k TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE REQUIRED IN GWB SOFFIT OVER FRONTBAR, CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. G B. LEAVE TEN (10) ADDITIONAL RETAIL CEILING TILES TO ©2018STARBUCKS COFFEE COMPANY MATCH RETAIL CEILING PAINT COLOR ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE STARBUCKS®USE C. PROVIDE GROMMET AT ACOUSTIC CEILING 2401 UTAH AVENUE SOUTH PENETRATIONS FOR FIXTURES OF SUPPORTS. SEATTLE, WASHINGTON 98134 (206) 318-1575 D. HEATING. VENTILATING AND AIR CONDITIONING SHOWN ON THIS PLAN PROVIDED FOR REFERENCE THESE DRAWINGS AND THE PROJECT MANUAL ONLY. SEE MECHANICAL DRAWINGS FOR ADDITIONAL ARE CONFIDENTIAL AND SHALL REMAIN THE INFORMATION. SOLE PROPERTY OF STARBUCKS CORPORATION. WHICH IS THE OWNER OF THE E. DIFFUSERS AND RETURNS IN ACOUSTICAL CEILING TILE COPYRIGHT IN THIS WORK. THEY SHALL NOT TO BE CENTERED IN TILE AND PAINTED TO MATCH BE REPRODUCED (IN WHOLE OR 1N PART), 9' -6" ADJACENT FINISHES (TYP.). SHARED WITH THIRD PARTIES OR USED IN ANY 9' -0'' MANNER ON OTHER PROJECTS OR 1J GYP BD. F. PAINT ALL EXPOSED HVAC DUCTS, HVAC DIFFUSERS, EXTENSIONS TO THIS PROJECT WITHOUT THE WOOD LIGHT TRIM RINGS, PIPING: CONDUIT AND JUNCTION PRIOR WRITTEN CONSENT OF STARBUCKS 9 -0 U 19733 BOXES THE SAME COLOR AS SPECIFIED ON g' _0, 8' 6" 2 9' _6" CORPORATION. THESE DRAWINGS AND W00077 SPECIFICATIONS ARE INTENDED TO EXPRESS GYP BD °30� GYP. BD. MAD101 SURROUNDING CEILING OR SOFFIT UNLESS OTHERWISE VINYL NOTED. TYPICAL THROUGHOUT RETAIL AREA OF STORE WOOD 14 DESIGN INTENT FOR A PROTOTYPICAL CEILING 8 -6k, STARBUCKS STORE (WHICH IS SUBJECT TO TILE • 10 �� G. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE CHANGE AT ANYTIME)AND DO NOT REFLECT r-. / GYP. BD. I // STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN ACTUAL SITE CONDITIONS. NEITHER PARTY C iI t / `• \ _ / ORDERING PAINTS SHALL HAVE ANY OBLIGATION NOR LIABILITY TO i �I f n n THE OTHER (EXCEPT STATED ABOVE) UNTIL A w, . -- - • 0 H. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE`�� wQ. WRITTEN AGREEMENT IS FULLY EXECUTED BY a _ ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING )!_iii,17 0 Q. / 4' -6 w / E � - i _ GRID COLOR WHERE APPLICABLE_ BOTH PARTIES. (� � STARBUCKS TEMPLATE VERSION 12018.10_16 0 0i‘o , • - O • �, . _.,. . 1 v [13588-ES d / c o �1 EQ EQ W I E ®UX11302 • / i l i -3' -8 112"--. a _04 be Q = SHEET NOTES A ® o d 1P588-ES, 2 I GPD Engineering and Architecture 8' _6„ w J 1. RECESSED CAN LIGHT, TYP. SEE ELECTRICAL. CENTER IN Professional Corporation 6 TILE UNLESS NOTED OTHERWISE. PrJB8ES 2 12 i� 520 SOUTH MAIN ST SUITE 2531 FRP ~` O EQ._ 4'-6" EQ. - �� :, ' ----- O €� AKRON.OH 44311 li / / / a fI P:330-572-2100 F:330-572-2101 p O \ - 2- GWB CEILING PAINT CEILING DIFFUSERS AS INDICATED. -- AI F w - - A301 3. WASHABLE CEILING TILE LOCATED IN BACK OF HOUSE GPD PROJECT NO: 2016355.42 AND ABOVE CAFE BAR (IF APPLICABLE). I 10 ..i `� `1 IN `, ` C -0 V D ilp • • '.;:r ` ` ! •` o r� p 4. LED WALL WASH UPLIGHTING BEHIND BOOTH. SEE ' E• o /11 (11 I- Q ELECTRICAL. �� • �� 4 .-- ( MARK S. S.-11,01TK rn • o of ,N0 0 0 0`r _ 5. PLATFORM FOR HEATER AND WATER FILTRATION. - (' PROVIDE SOFFIT AND LIFT CEILING THIS AREA ONLY TO `�1`LO OH ,_; - _ v 12 - INSURE ADEQUATE CLEARANCE FOR SERVICING • NO. 6036 • (6) EQ. @ 0.C- - - -- \502 I -- �.- 02/28/19 � � p = 6, CONTINUOUS SOFFIT VENT -ALIGN WITH CLADDING. f �2 @ o o o O 0 _ 7. START POINT FOR CEILING GRID. � � ; '' ` 411. 0 0 ° I 8. DT AIR CURTAIN. SEE MECHANICAL DRAWINGS FOR 82-.1:- . I �, © o I g - �� p �� _ ADDITIONAL INFORMATION. 9' 0" / co o 0 !— e----, 1� �� - 9. RECESSED MUSIC SPEAKER, TYP. o O y0 \ N - - -- - - 4 51 - VINYL �1� o i r o __ -- I 1 ___ ®1 c 10. EXISTING ROOF LADDER AND ACCESS HATCH ABOVE CEILING _ _-J Ct TILE o - 0 - o __' I N � O o _ r - — _ _ 11. ACCESS HATCH FLUSH IN CEILING TO MATCH ADJACENT ❑ I 2' -6" - 6 - 10" LCEDAR FINISH. of i - -I--If N / D co al - l -__-io_ -- 4. - = 12. SUPPLY DIFFUSER, TYP. SEEMECHANICAL. �( N cc 3 UX11302 • Ci o I �/ 4t Q O �*, d i 0 o \ ! o , o = 13. LIGHT SCONCE. SEE RESTROOM ELEVATIONS AND ° /I ° - _ I = ELECTRICAL PLANS. Y v , .—.4.. - fir I -_..._- T 'to ,�� 7 ail 7` 6 1/2" r 5 ~ @} ° i O I I . 14. OVERHEAD ARCHITECTURAL ELEMENT. SEE BULDING O ao o Lf__ o N = EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION- Z FRP _` 1..____ __ --...... - - i M -- � I _ - o I 0 ca �� 9 0 15- EMERGENCY LIGHTING, TYP. SEE ELECTRICAL. N .. _ 0 — - —• - WOOD 16. EXTERIOR AWNINGS WITH METAL TIE-BACKS. SEE0 �\ — - 11j - BUILDING EXTERIOR ELEVATIONS AND SCHEDULES FOR Cj U - 3' -3112" 1' -6" 4'-6" o o I ADDITIONAL INFORMATION. .. w r -- _..._......._..._ tY p 17. EXIT LIGHTING. TYP. SEE ELECTRICAL. Q Q 0 O v o o 0 Z LL Q U) D � ico , 12 i� 18. SLOT DIFFUSER. SEE MECHANICAL. �/ 0 N ' 1 I 4 r O I U U O 1.�. 7 -1-- j- © v O 19. RETURN DIFFUSER, TYP. SEE MECHNICAL. w w p �--. rr n� O to - - - -- - --CD � ( 2D RECESSED ADJUSTABLE CAN LIGHTS. SEE ELECTRICAL. Cfl L`1 ` 0 0 N A301 1 ) �91 O • / iv $ up ti O i p T •zr _. ._.... t — — - — �, STORE #: 418 o PROJECT #: 04753-029 - ' `� r---. _- ISSUE DATE: 02-25-19 SUBMITTAL z 8' -0" E \ ° , DESIGN MANAGER_ JOHN PARK O 15 io - LEEDOAP: MT0011 11 _-.. �' PRODUCTION DESIGNER GUY RIPLEY N - o.. D C 0 • CHECKED BY: CD 0 o \ o • 0UX11302 • • L \ - - In .._\.. Revision Schedule i o Z.'' I N N° o N...; Rev Date By Description I 2 [-----—-—- o 0 - - -- O 1L,s.i7j _ . \. 1 1314 i 7 - i ,I 2A301 10'-0" SHEET TITLE. cv ACT REFLECTED CEILING N Co PLAN o REFLECTED CEILING PLAN 2' 4' 8' 0 SCALE: AS SHOWN o ) I-0" SHEET NUMBER: N Scale: 114' - Scale:114"=1'-0" N 1103 N SHEET NOTES GENERAL NOTES NVIlt, 1. TILE START POINT WHERE INDICATED. A. WORKROOM TO BE FINISHED PER LOCAL CODE - REQUIREMENTS. 2. ALIGN EDGE OF WALKOFF MAT WITH EDGE OF JAMB. B. GENERAL CONTRACTOR TO PROVIDE AND INSTALL 3. FLOOR SINK LOCATION. SEE BUILDING FLOOR WORKROOM WALL FINISHES. PENETRATION PLAN ON SHEET A102 AND PLUMBING FOR ADDITIONAL INFORMATION. C. FLOORS. WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON-TOXIC. 4. RECESSED ELECTRICAL. SEE BUILDING FLOOR NON-ABSORBENT. DURABLE AND EASILY CLEANABLE. PENETRATION PLAN ON SHEET A102 AND ELECTRICAL PAINT SHALL BE WASHABLE: SEMI-GLOSS OR FOR ADDITIONAL INFORMATION. HIGH-GLOSS FINISH. ©2018 STARBUCKS COFFEE COMPANY r 5. WALK-OFF MAT AT ENTRY. SEE INTERIOR DETAIL SHEETS D. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS STARBUCKS® FOR TRANSITION. UNLESS OTHERWISE INDICATED. 6. WALL TILE TO EXTEND BELOW WARMING STATION TO E. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE 2401 UTAH AVENUE SOUTH TOP OF WALL BASE. STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN . SEATTLE, WASHINGTON 98134 ORDERING PAINTS. (206) 318-1575 7. MOP SINK. FULL HEIGHT FRP AT ENCLOSURE (SEE - PLUMBING PLANS FOR MORE INFORMATION). F. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS. THESE DRAWINGS AND THE PROJECT MANUAL UNLESS NOTED OTHERWISE: ARE CONFIDENTIAL AND SHALL REMAIN THE 8. CONTINUE COVE TILE BASE AROUND ALL LOWER 1) WOODS AND METAL SURFACES SHALL BE SOLE PROPERTY OF STARBUCKS CABINET BOX BASES WHERE APPLICABLE. SEMI-GLOSS OR EQUAL. CORPORATION. WHICH IS THE OWNER OF THE 2) ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR COPYRIGHT IN THIS WORK. THEY SHALL NOT 9. AREA OF ADD ALTERNATE. SEE SCHEDULES FOR MORE EQUAL. BE REPRODUCED (IN WHOLE OR IN PART), INFORMATION. a WALL AND CEILING PAINTS TO BE EGGSHELL OR SHARED WITH THIRD PARTIES OR USED IN ANY EQUAL. MANNER ON OTHER PROJECTS OR 10. PROVIDE 2 LAYERS OF 518" GYP. BD. THIS SECTION OF 3) PAINTS IN BOH. RESTROOM(S) OR CAFE BAR SHALL EXTENSIONS TO THIS PROJECT WITHOUT THE WALL. BE SEMI-GLOSS OR EQUAL. PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND G. ALL WOOD SURFACES (DOORS, TRIM. SHELVES, SPECIFICATIONS ARE INTENDED TO EXPRESS CABINETRY) SHALL BE SEALED. DESIGN INTENT FOR A PROTOTYPICAL H. REFER TO CASEWORK FINISH SCHEDULE FOR STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT alk CASEWORK FINISH MATERIAL INFORMATION. ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO 1401 T 18113 I. REFER TO INTERIOR FINISH ELEVATIONS FOR THE OTHER (EXCEPT STATED ABOVE) UNTIL A J ARTWORKlGRAPHICS LOCATIONS. WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. .... J. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED — — — — _ — — — - _ _ __ -- _ WITH ARTWORK/GRAPHICS FOR PROPER INSTALLATION. I STARBUCKS TEMPLATE VERSION 12018.10.16 1 -•3 + H1 31 7 �_� 1j I K _ _ __ STARBUCKS TO SUPPLY RETAIL FLOOR TILE AND TILE - ' F (7) --7 �— — ® BASE. GENERAL CONTRACTOR TO INSTALL. GENERAL 2 • 1 CONTRACTOR TO SUPPLY WORKROOM TILE AND BASE ' — > AND INSTALL. GENERAL CONTRACTOR TO SUPPLY AND 4 INSTALL CONTRACTOR TO ADHESIVEINSPECT A'LL TILES AOND REJECT AL --- 0 — — DAMAGED OR SUBSTANDARD TILES PRIOR TO 8 ^ 1201 9 .� INSTALLATION. GPD Engineering and Architecture - 2 O� 1 ' _ 1302 c Professional Corporation 2 5 31 l — —O- - - I L. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. s20souTHMAiNST,SU1TE = I - - I —— -OH -2301 9 1263 7 3 —� P:330-572-2100 AKRON.330-57 44311 M ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND 10 MEN S RR ,� 10 i (1, 4X. FOOD PREPARATION AREAS SHALL HAVE A 6" COVED GPD PROJECT NO: 2016355.42 • 3. I : ' `IIII BASE. D AR I III WOMEN'S © Iill III — — I N. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING �� ARC �' RR I BEFORE INSTALLING BACK BAR TILE. �Gj �� 2 ) s © U \1ARK S. SALOPEK / 2 • Cr) 1201 3 I ' 0. FRP BENEATH BACK BAR AT EXPOSED WALLS EXCEPTCn_ } _ _ �' AT WARMING STATION. EXTEND FROM TOP OF WALL AKRON, OH J 2 3 - - - • - \ BASE TO UNDERSIDE OF COUNTERTOP. • _ _.. NO. 603k • 5 P. PROVIDE FIRE-TREATED BLOCKING AS REQUIRED TO ��' OIIr , 1 i SUPPORT WALL ATTACHMENTS (SEE BUILDING FLOOR 04. 11 + ', 19 Q » »� `v — — — — f2Q241 — --- -- — PLAN A101 FOR MORE INFORMATION) � ��, WORKROOM .,._ — • i --�' ! — -- — 1201- L 1 6 W CAFE -- 10 � , 5 9 3 2 > • _- 2 UJ -s5: I cD © 114 �i E j ',i` Ki 11 I. -.- -- -..... r__1 - 13 Cr ^-- LEGEND < 0 1502D co w '`,2 • 5 1203 >4 I III _I fi ---~ INDICATES BACKBAR WALL TILE" N < . ----------- 51; oil .. I 8 ► ` V) 1 z -- 6 1201 1 INDICATES FULL HEIGHT FRP PANELING , I fY IT - .1-. 1 _ -_ - J -- r j_ 31=1___© 2 EXTENDED TO 6" (150mm) ABOVE CEILING* LLI i i NI '`• I2 1 • T 12243 — — INDICATES RESTROOM WALL TILE** 0 C - CO •I. IlE 1501 i— l; I NDICATES PAINTED FINISH" o U cn 2 12 32 LLJ .., 2 > _ ..... . n ,..., - - INDICATES WALL COVERING* < p .. . I H Y L 15fl1I 4'_p�� Z < - -- L. U) 0 5 1 o., I -- - INDICATES WOOD CLADDING* w fn W CD Q CD 1 N iii O ; 6 • O o CV 0 8 /1114. BACKBAR - - - — STORE #: 418 to 3 5 1202 — I PROJECT #: 04753-029 INDICATES I Q3lisitil ICORNER SUBMITTAL 8 ' 1501 I CORNER GUARD FOR BOH OR I HOT ROLLED STEEL ISSUE DATE: 02.25.19 E • 4 ,:• I � — O J GUARD FOR CAFE SPACE. DESIGN MANAGER: JOHN PARK - ...x - — v / 1 \I t I INSTALL 6" (150mm) TO 42" LEED 10AP: \ 1 12 - i (1065mm) A.F.F. UNLESS PRODUCTION DESIGNER: GUY RIPLEY � !, _ -- i -----� � — OTHERWISE NOTED. CHECKED BY: N . * 3 2 �� 1502 III SEE INTERIOR FINISH ELEVATIONS FOR TAGGED Revision Schedule !z 9 1591 5 „_ ._,,,,_ �„� 1201 — — I LOCATION OF WALL FINISH MATERIAL. /�. i Rev Date By Description N 1203 .-I,. ** SEE RESTROOM PLAN & ELEVATIONS FOR TAGGED • 2 �' Q —5 LOCATION OF WALL FINISH MATERIAL b 'Nov 1 1I II L - - _ — . `� _ — - - - - - � - - - --- -- - - 2 I: I: 1s II l I SHEET TITLE: v N INTERIOR FINISH PLAN co 66 co r` SCALE: AS SHOWN INTERIOR FINISH PLAN 1 2' 4' 8' 0 1 �� CI SHEET NUMBER: N i Scale. 1/4" = 1'-0" CQ Scale:114"=1'-0" N 5- 1104 N • GENERAL NOTES Nlitte A. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER ; Ai, TO THE INTERIOR FINISH PLAN ON SHEET 1104. FORAdir GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON P588-SG 1P588-S0SHEET 1101. B. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/GRAPHICS FOR PROPER INSTALLATION. ' E f 1 C. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, -� 7- • I • I UNLESS NOTED OTHERWISE: 0 2018 STARBUCKS COFFEE COMPANY 1) WOODS AND METAL SURFACES SHALL BE SEMI GLOSS OR EQUAL. ```�� ..- j 2) ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR STA R B U CK --.. S® EQUAL- 2401 UTAH AVENUE SOUTH �- �' I a. WALL AND CEILING PAINTS TO BE EGGSHELL OR SEATTLE, WASHINGTON 98134 -- �� `` �' 3) PAINTS EQUAL. BOH, RESTROOM(S) OR CAFE BAR SHALL (206) 318-1575 ```�` ��''/ IG 12681 G 12677 GI126� BE SEMI-GLOSS OR EQUAL. THESE DRAWINGS AND THE PROJECT MANUAL ``��- �..-- I G 12683 G 144Q3 D. FLOORS, WALLS AND CEILING FINISHES IN FOOD ARE CONFIDENTIAL AND SHALL REMAIN THE OPEN TO ' PREPARATION AREAS SHALL BE SMOOTH, NON-TOXIC, SOLE PROPERTY OF STARBUCKS BEYOND NON-ABSORBENT, DURABLE AND EASILY CLEANABLE. CORPORATION, WHICH IS THE OWNER OF THE ��' -- - - - - - _ PAINT SHALL BE WASHABLE; SEMI-GLOSS OR HIGH COPYRIGHT IN THIS WORK. THEY SHALL NOT '�� --`` I I _� \_____ GLOSS FINISH. BE REPRODUCED (IN WHOLE OR IN PART), ISHARED WITH THIRD PARTIES OR USED IN ANY - �■ E. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, MANNER ON OTHER PROJECTS OR '�-- --` o I / I / i \ I CABINETRY) SHALL BE SEALED. EXTENSIONS TO THIS PROJECT WITHOUT THE • PRIOR WRITTEN CONSENT OF STARBUCKS �� --- / , % F. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. CORPORATION. THESE DRAWINGS AND -- --- SPECIFICATIONS (INTENT FOR A PROTOTYPICAL CALESS �1 �,� + I _ G. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND rte''' -__ --` j _I j I I �� T 1 - FOOD PREPARATION AREAS SHALL HAVE A 6" COVED STARBUCKS STORE (WHICH IS SUBJECT TO BASE. CHANGE AT ANYTIME)AND DO NOT REFLECT IB 142801WMAD077-DD01- IBI14280 ACTUAL SITE CONDITIONS. NEITHER PARTY H. ALL FOOD STORAGE SHALL BE 6" (150MM)A.F.F. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO CAFE THE OTHER (EXCEPT STATED ABOVE) UNTIL A 2' 4' 6' I. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING WRITTEN AGREEMENT IS FULLY EXECUTED BY ��• lion=scale 3/8" = 1'-0" BEFORE INSTALLING BACK BAR TILE. BOTH PARTIES. Scale 3!8"=1'-0" I STARBUCKS TEMPLATE VERSION 12018.10.16 I .4temi 1P588-SG' 1.P588-SG 1P588-SG 101 18975 m GPD Engineering and Architecture i W00077- 1P588-SG1 Professional Corporation 1502 �MAD101- 520 SOUTH MAIN ST,SUITE 2531 AKRON,OH 44311 J , • I <C7s' II I I • - II , i GPD PROJECT N OP_33:0-572-2 100 F:330-572-2101 2016355.42 FDS+ 4 i I • NO. 6038 s I ' `i>' 02/28/19 1 C otilip ,..N, lits IH ' - i! ■ mu r =1=1=-ii L 1 ( ...,-_,..- m • 1 Ct r l: litB ■.■r 1 ■i � • cz ii I I ! I 1 I ...I...............1 i I i I / I \ 1�\ I f I I L. _ No �t� 1. �J _� 1 �_w �. Q Ui T N Q 6142801 9 ` (8(142801 It 1502 r 11 = VJ 0 _o CAFE CAFE Z I 0 scale: 318"= 1'-0" scale: 318"= 1'-0c_CAFE scale 318" = 1'-0" U Co LL (NI cn a) �' W (L LL c LLi 3 ❑ o � p 0 H- Z 2 IQI18975; 1P588-SG1 IP588 SGI ❑ 0 CD Et 0) - CV — U V cD _— cn — --- • II 1 1 Y a_ _ __ [Z i 1 o _---- • STORE #: 418 co _-- PROJECT #: 04753-029 N — ISSUE DATE: 02.25.19 SUBMITTAL DESIGN MANAGER: JOHN PARK E `- - I LEEDOAP: 0 - -- IGI192621 PRODUCTION DESIGNER: GUY RIPLEY ---,OPEN TO •• 1 CHECKED BY: a) _-BEYOND- - m�� j L 1 -- I ` mI Revision Schedule I I MI _ _ nr . - L • t I A rffI-1 At r� I - 1 — ■ it �- F � Rev Date By Description U17_/1 , �._ co 1 f 1 \1 I 1 I - I I I I C , • 1_ H I ! \ JE I J If I _ I I I L_� L �= ■! I I —�1 I SHEET TITLE: t WD Q77 \ 9 ' INTERIOR FINISH Cri B X1446 [MAD101I B 14280 1502 B114280 ELEVATIONS SCALE: AS SHOWN N QCAFE (-- CAFE SHEET NUMBER: COo J Scale 3/8"= 1'-0" Scale' 318" = 1'-0" N1201 CV SHEET NOTES GENERAL NOTES *** 1. ATTACH MENU BOARDS PER INSTALLATION DETAILS. A. FOR PAINT AND WALL TREATMENT SCHEDULES. REFER )1111 "" 11111111k TO THE INTERIOR FINISH PLAN ON SHEET 1104. FOR 2. SHELVING FOR CBE STATION AS SHOWN. G.C. TO GRAPHICS SCHEDULE, REFER TO THE FURNITURE. PROVIDE WALL BLOCKING FOR FASTENERS. FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON SHEET 1101. 3. CUP DISPENSERS, SEE FF & E PLAN ON SHEET 1101 FOR '4] ADDITIONAL INFORMATION. B REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/GRAPHICS FOR PROPER INSTALLATION. 4, FRP BENEATH BACK BAR AT EXPOSED WALLS EXCEPT AT WARMING STATION. EXTEND FROM TOP OF WALL BASE C. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, TO UNDERSIDE OF COUNTERTOP. UNLESS NOTED OTHERWISE ©2018 STARBUCKS COFFEE COMPANY 1) WOODS AND METAL SURFACES SHALL BE 5. WALL TILE TO EXTEND BELOW WARMING STATION TO SEMI-GLOSS OR EQUAL. STARBUCKS® TOP OF WALL BASE, 2) ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR EQUAL 2401 UTAH AVENUE SOUTH 6 TILE START POINT WHERE INDICATED. a. WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL SEATTLE, WASHINGTON 98134 7. INSTALL AIR CURTAIN AS REQUIRED PER JURISDICTION. 3) PAINTS IN BOH, RESTROOM(S) OR CAFE BAR SHALL (206) 318-1575 -+ I BE SEMI-GLOSS OR EQUAL. - 17 8. PROVIDE 6" (150MM) MIN INTEGRAL SPLASHGUARD AT THESE DRAWINGS AND THE PROJECT MANUAL 11 I - ( HAND SINK PER JURISDICTIONAL REQUIREMENTS D. FLOORS. WALLS AND CEILING FINISHES IN FOODPREPARATION N-TOXIC, ARE CONFIDENTIAL AND SHALL REMAIN THE .1 1� 1 III I�f i . E .til I — I 1-11I 9. ICE MACHINE (SEE PLUMBING AND ELECTRICAL NON-ABSORBENT, DURABLE AND EASILY AS SHALL BE HCLEOANABLESOLE PROPERTY OF STARBUCKS CORPORATION. WHICH IS THE OWNER OF THE DRAWINGS FOR ADDITIONAL INFORMATION). PAINT SHALL BE WASHABLE SEMI GLOSS OR HIGH -- 1 J I _ JCOPYRIGHT IN THIS WORK THEY SHALL NOT -- n I II GLOSS FINISH BE REPRODUCED (IN WHOLE OR IN PART). v V SHARED WITH THIRD PARTIES OR USED IN ANY _ = Er ! E. ALL WOOD SURFACES (DOORS. TRIM, SHELVES MANNER ON OTHER PROJECTS OR _ CABINETRY) SHALL BE SEALED. EXTENSIONS TO THIS PROJECT WITHOUT THE `' � n PRIOR WRITTEN CONSENT OF STARBUCKS I s u,____ i+> I - �g� F ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. \ LEGEND CORPORATION. THESE DRAWINGS AND 3 � SPECIFICATIONS ARE INTENDED TO EXPRESS BI 142$0 / G. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND DESIGN INTENT FOR A PROTOTYPICAL 1 P -- INDICATES WALL BLOCKING. FOOD PREPARATION AREAS SHALL HAVE A 6" COVED STARBUCKS STORE (WHICH IS SUBJECT TO FIRE TREATED WALL BLOCKING TO BE BASE. CHANGE AT ANYTIME) AND DO NOT REFLECT FRONTBARill 1 PROVIDED AS REQUIRED TO SUPPORT WALL ACTUAL SITE CONDITIONS NEITHER PARTY scale: 318"= 1'-0" ATTACHMENTS. EXTEND BLOCKING 4" (100mm) H. ALL FOOD STORAGE SHALL BE 6" (150MM)A.F.F. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO BEYOND EDGE OF ATTACHMENTS. THE OTHER (EXCEPT STATED ABOVE) UNTIL A I INSTALL BLOCKING AND HANGERS FOR WALL SHELVING WRITTEN AGREEMENT IS FULLY EXECUTED BY BEFORE INSTALLING BACK BAR TILE BOTH PARTIES. ISTARBUCKS TEMPLATE VERSION 12018.10.16 I Q 189751 1Q1189751 O IP588-SG1 1111.1161h- \ / \ / _---- • rr GPD Engineering and Architecture • \\ // I———————-———I —-�} _ • O� Professional Corporation I 01' ---..0,'...,, :. :„ ":•.• ,.\ . rol 520 SOUTH MAIN ST,SUITE 2531 -' !.W \\ // 11 �le P: 44311 330-572-2100AKF 300572 1 01 I \ / 1501 � \\ // h L1$982IGI189821 18982 18982' 'GI 18983 iG1189821 if. rxT u GPD PROJECT NO. 2016355.42 f,..:,---,: G1122 \ / Ito 4,,',,,1 \\ / *An QED rF i ti OPEN T O C� ti � f 1 � , I i �>t a , , '�:< 15011501 1 E I a1\ 1 I 3 c -- -,— :� - ,I �� s I I U MARKS. SALOPEK - I I I1 I _ , i I 1 �� I o I I i {�* � BEYOND I I I I I .�ltil�()\, OH -n ',i»moi..% / \ I - I I I I I ] I -I l J .... - - i 1 1 , I I ,., / \\ �"I i' ■L■ ■�,� 1 1 1 1 I I e NO. 603fi / — ,. . 02/28/19 / f 11 ;I I.•I I 4itilpfil / c]..19 '-'1---11 I z .1- .' C Of A. . 1 (\iile,s / it / i i i / 1 t 1 1. L I , ....!lirii__ t .. _ .._.„._ _ _._,____, 0 3 al 1BI14280 6114280 B 142801 5 o1 ---\ MERCHANDISE _ BACKBARD co W Cscare 318" = 1'-0" Scale 318"= 1'-0" Q Cf) 2 (n Y ILI o Z 1 — . UN a� Q 14390 P588-SGI LL CN co P588-SSI 1Q114390 PL00191 � 0 U i I u) Q � 0u) (2[ c LU o 1 p o O 1� / L Z IX Q c0 o H _(:, ,)" 4' o°'� F- y 10 11 I Q c3 Ocz ,‘ �- 1502 1501 = _ _ _ 11 9 �I w O Q — 1501 �.. E501 1541 1501 V N rr� N I V • Lo I.... ww.�- - -—- ——, — __-"Ns_ I I I I I � _ I I I I' I _ i - I �� ilb I II _ --_ I I 11 • �� I7---=_7, 1 1 STORE #; 418 . , . , PROJECT #: 04753-029 .. _. .__. —, 1 it ILA M�� I 1 I I 1 1 } �t� iia II ,L.4-1 • '* — ..1.�_ ISSUE DATE: 02 25 19 SUBMITTAL = t- i 8 NM - ._. 1 1-1 _,.,.. 1L I I EDOA AGER JOHN PARK DE MAN CJ I Y T -� L E P 0 ig I -"' -' I I , I € r.n• _ -.._ •_. (_ 1 � a o ;2 1 PRODUCTION DESIGNER: GUY RIPLEY _ / / 'J CHECKED BY, • _ \ \ Revision Schedule * f— I I _ � ,,h' , � I I II / N � _� I I I 11; I �! � I I I I � I- I I I � I i . , 1. I ! \ Rev Date By Description - U 61142801 3 9 1B!14280 0 6-' DT POS DT WINDOW r4 DT CBE SHELVING 0_ Scale: 318" = 1'-0" Scale: 3/8" = 1'-0" \ scale 3/8" = 1-0" SHEET TITLE: INTERIOR FINISH Lo66 ELEVATIONS I 2' 4' 6' SCALE, AS SHOWN 0) `Z� oSHEET NUMBER. ca e- 8 = - N cD N 1202 C\I P111469 Q 11469 iQi11469 SHEET NOTES GENERAL NOTES Ailtr 63-3 • *Pii. ; NAL 0 • • 1. PROVIDE 6" (150MM) MININTEGRAL SPLASHGUARD AT A. FOR PAINT AND WALL TREATMENT SCHEDULES. REFER TO THE INTERIOR FINISH PLAN ON SHEET 1104 FOR f �3� �' GRAPHICS SCHEDULE, REFER TO THE FURNITURE. � ` �� i 2. WALL MOUNT HAND SINK WITH SOAP AND PAPER TOWEL FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON DISPENSER. G.C. TO PROVIDE BLOCKING FOR SHEET 1101. 11 FASTENERS. 9 I B. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED 1501 _. I 3. ICE MACHINE (SEE PLUMBING AND ELECTRICAL WITH ARTWORK/GRAPHICS FOR PROPER INSTALLATION. J 1 DRAWINGS FOR ADDITIONAL INFORMATION). - + C. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS. I I4. WATER HEATER ABOVE (SEE PLUMBING DRAWINGS). UNLESS NOTED OTHERWISE: ©2018sTAReucKSCOFFEECOMPANY 1) WOODS AND METAL SURFACES SHALL BE 3 1 l1 _. . • ` f1. 5. MANAGER'S DESK (SEE ENLARGED DETAILS). 1 1 • 1 . 6. ELECTRICAL PANELS (SEE ELECTRICAL DRAWINGS FOR SEMI GLOSS OR EQUAL. ...,__ . , , 2) ACCENT AND TRIM PAINTS TO BE SEMI-GLOSS OR EQUAL STARBUCKS® 2401 UTAH AVENUE SOUTH CJ ADDITIONAL INFORMATION). a. WALL AND CEILING PAINTS TO BE EGGSHELL OR I II ] . _____II EQUAL. SEATTLE, WASHINGTON 98134 # 1 • 7. WATER FILTRATION EQUIPMENT (SEE PLUMBING 3) PAINTS IN BOH. RESTROOM(S) OR CAFE BAR SHALL (206) 318-1575 _ _ DRAWINGS). BE SEMI-GLOSS OR EQUAL. [ I-- iA 1__ y I-7-. -� I j_ I THESE DRAWINGS AND THE PROJECT MANUAL D. FLOORS, WALLS AND CEILING FINISHES IN FOOD ARE CONFIDENTIAL AND SHALL REMAIN THE PREPARATION AREAS SHALL BE SMOOTH. NON-TOXIC, SOLE PROPERTY OF STARBUCKS IB 142801 B 142801 B 14280 NON-ABSORBENT. DURABLE AND EASILY CLEANABLE. CORPORATION. WHICH IS THE OWNER OF THE PAINT SHALL BE WASHABLE: SEMI-GLOSS OR HIGH COPYRIGHT IN THIS WORK. THEY SHALL NOT GL SS p E ALLOWOODISH.SURFACES DOORS. TRIM SHELVES. BE REPRODUCEDSHAREDWITH THIRD (IN WHOLESORIN PART),IN - `' WORKROOM _ _ -1 WORKROOM . WORKROOM THIRD P OR USED ANY / Scale: 318" = 1'-0" Scale: 318" = 1'-0" sca'e 3I8" = 1'-0" ( MANNER ON OTHER PROJECTS OR CABINETRY) SHALL BE SEALED. EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS F. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. CORPORATION- THESE DRAWINGS AND Q'114691 O Q 11469 SPECIFICATIONS ARE INTENDED TO EXPRESS G. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND DESIGN INTENT FOR A PROTOTYPICAL FOOD PREPARATION AREAS SHALL HAVE A 6" COVED STARBUCKS STORE (WHICH IS SUBJECT TO Al BASE. CHANGE AT ANYTIME) AND DO NOT REFLECT • ACTUAL SITE CONDITIONS. NEITHER PARTY • H. ALL FOOD STORAGE SHALL BE 6" (150MM) A.F.F. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A I. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING WRITTEN AGREEMENT IS FULLY EXECUTED BY / • Q 114691 , 1110 BEFORE INSTALLING BACK BAR TILE. BOTH PARTIES. ' l_E_1_ I 1 • • STARBUCKS TEMPLATE VERSION i2018.10.16 -- — r / \ \ / N OW .I i / \ \ / c., -•• 7 I _ / 0 ' / . �� _�—..... — — u X ] 1.111111111; � � J / / GPD Engineering and Architecture \ IN . .[ _ l Professional Corporation �` - \ \\.,../f / / / / / \ \ 520 SOUTH MAIN ST,SUITE OT 42531 / / N P 330-572-2100 F:330-572-2101 — „ \ 1HL_ . _ GPD PROJECT N0: 2016355.42 I I I I I I I ......_I I ]'�. 114280 B1142801 40 IB 142801 ��'r( K S. SALO1'Ei< >�-r's4 — _WORKROOM WORKROOM _ _ _ 3i1iO OH 0,scale- 318 = 1'-0 © Scale- 318"= 1'-0" �� ;:iSiii NO. 6036 • 10111469 Q 114691 Q111469 w CP. 0;/28/1 ....'4 ell," . • 0 : ___. .I. , I Ia., ^ • 1, / .a II , , 11 / p CO I vi I II 0 . C'1 1 o o cn r < iii 7 ; LV Lt mo z I I c- UN 2 ca -- — N cC I I la I �1 I m I T 11 IL I 0 (") a) 1, � 1 CO Q a) w LL IBI 142800 ,B 14280 BI142801 ❑ ct O o 2 WORKROOM WORKROOM — WORKROOM z W Q '--- , p L 8 _ 6 - � o � aJ scale. 318" 1' 0" scare 318" = 1'-0" scale 318"= 1'-0" Cr o Q N 0) Q 11469 0_ F+ 0_ r-- I— LO N-• 0 I _J I STORE #: 418 o • PROJECT #: 04753-029 02.25.19 E 0 n I s 4;114691 r DESIGNa) ISSUED ATE:MANAGER: JOHN PARK U I LEED(DAP, 0 ' PRODUCTION DESIGNER: GUY RIPLEY 5, 1 I -__JCHECKED BY: a.) • _ I .� I0 Revision Schedule �-I --r— ..ii" lir ' Rev Date By Description --' I I1- III 1 I I -i SHEET TITLE: 1 • I I INTERIOR FINISH ELEVATIONS a B 14280 014280 i 2' 4' 6' SCALE, AS SHOWN 07 gm imis ICS 10 WORKROOM n WORKROOM Scale:318"=1'-e SHEET NUMBER CO Scale: 3/8" = 1'-0" �/ scare 318" = 1'-0" C\1 1203 N GENERAL NOTES 4Att AiIlle ....; Aii, A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND OM 1 - NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY • - - - - DISCREPANCIES PRIOR TO CONSTRUCTION. /1 \ / 7 B. ALL DIMENSIONS ARE TO BE TAKEN FROM A DESIGNATED ---...- 1 ---._ - - -- - DATUM POINT. i i C. DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS OTHERWISE NOTED. - • 0 n 1 n D. DIAPER CHANGING STATION IS TO BE INSTALLED PER ©2018 STARBUCKS COFFEE COMPANY I MANUFACTURER'S INSTRUCTIONS. UNIT IS TO BE - i - I FASTENED TO STRUCTURE AT ALL SIX CHASSIS STARBUCKS® ii ATTACHMENT POINTS. L--- E. LOCATE DIAPER CHANGING STATION AS SHOWN TO 2401 UTAH AVENUE SOUTH �� U — SEATTLE, WASHINGTON 98134 ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL = C - 3 �_ = C 3 RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE (206) 318-1575 ® _ - 1 _ _ I [ 1 I I L m ACCESS, EGRESS, OR DOOR SWING. 6 F. ALL RESTROOM ACCESSORY MOUNTING HEIGHTS AND THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE \ , _ CLEARANCES SHALL COMPLY WITH THE ACCESSIBILITY SOLE PROPERTY OF STARBUCKS -- f - REQUIREMENTS OF THE LOCAL JURISDICTION. CORPORATION, WHICH IS THE OWNER OF THE C5IX — J 5 COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), 0` '� - �.. SHARED WITH THIRD PARTIES OR USED IN ANY J , ftl I . r- i r-- I MANNER ON OTHER PROJECTS OR EXTENSIONS THIS PROJECT WITHOUT MEN'S RR M EN'S RR WOMEN'S RR RR SHEET NOTES PR ORTO THE WRITTEN CONSENT OF STARBUCKS f Z� �3 , 6 ) o_WOMEN'S CORPORATION. THESE DRAWINGS AND Scale: 112"= 1.-0" ��' scale 112" = 1'-0" �__/1 scale 1/2"= 1'-0" Scale 112"= 1'-0" 1. 60" (1525mm) ADA TURNING RADIUS. SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FORA PROTOTYPICAL 2. 30" (760mm) X 40" (1015MM) CLEAR FLOOR SPACE. STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT 3. WATER CLOSET CLEAR FLOOR SPACE. ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO • A 1 4. BABY CHANGING FIXTURE. GENERAL CONTRACTOR WRITTEN AERGREEMENT IS FULEXCEPTDLY EOXECU VE) NTIILED BY TO PROVIDE BLOCKING PER MANUFACTURER'S BOTH PARTIES. • A O RECOMMENDATION. moi/ f 5. TILE START POINT WHERE INDICATED. I STARBUCKS TEMPLATE VERSION 12018.10.16 I . -. l+ �- 6. WALL MOUNTED LAVATORY INSTALLED WITH INSULATED BOOT AT EXPOSED PIPES. cli) -- - O1 7. CENTER MIRROR OVER LAVATORY. MOUNT AT 40" ._ (1015MM) MAX. TO BOTTOM EDGE OF REFLECTIVE SURFACE. • - 0 GPD Engineering and Architecture — - I ! 8. COAT HOOK. MOUNT AT CENTERLINE OF DOOR. Professional Corporation , , , , 520 SOUTH MAIN ST,SUITE 2531 I - 0 J J 1 a 9. CENTER SCONCE LIGHTING OVER MIRROR (SEE AKRON,OH 44311 P:334-572-210b F.330-572-2101 = C0 - _ , - ELECTRICAL). �' � t ly, GPO PROJECT NO: 2016355.42 ` F°I r1 P9 II v��V 6 � y - 6 r _ - r'I r9 F9 F� )0 AD DD • - I 0 MARK S. fi:1LOPEK Ct'S 0/ , © / 0 ,a]iP()y, 013 II�� - -.. .. s NO � � � - 6036 • � I s 02/28/19 � WOMEN'S RR ,- WOMEN'S RR 3' -3" C iif.tiii 1 4 MEN'S RR „ ---8 ,7----' MEN RR �, scale. 112'- I'-0” \______/ Scale 112" - 1'-0" \�� scale: 112"= 1'-0" Scale 112"= 1'-0" 1,-) \ 3' -0" / / c„ 5' 6 114" 2' 0" 1' -0" 6" i 4' _0„ 1 ' I, / i / LU NQ I NICQ GI + JO\¢UIN O E110977 F: 10756 0O I: -• .- _ I I o l �- O , 4, - a N It 2 cc - - r-1 -- � _ ��\ � 1' -6" L 3' -3112" 5114" I i 1 / \\ 7 'I VIF / // LU I // \\ TOILET TOILET 7"-9" U tt FRONT ELEVATION SIDE ELEVATION N a3 Ai... / \\ LI- CV m E�111.15 J 1S 1 W LL -o 1 O -- p cc °. 0 12 \ / 1'-6114 , \ u-� Z < 0 L - \ / ._` .-- I- 1- c ,-- 5-- M \\ le - U 0 CI E 10384---� .i r' -, w r0� w Q Q \ .. o, , iY H. :z C ......_ . . . , _ / 4 1401 2 .. ',. ' , T eLA__ 1.-- u7 / © ` —,1 I M `, o - 11 3 I E 10384 ��-�^ 1-� c, N c.l • cv STORE #: 418 N -i -1 I /' `\ - -ry' • PROJECT #: 04753-029 N I MEN'S RR :F110750 �\ ISSUE DATE: 02.25.19 SUBMITTAL E \ 1 / + © = E 10172 HAND SINK HAND SINK COAT - __-_t—_-I / 6 WOMEN'S SIDE ELEVATION FRONT ELEVATION DESIGN MANAGER: JOHN PARK HOOK ELEVATION LEEDOAP: o �� 1 ) // i i RR \ - PRODUCTION DESIGNER: GUY RIPLEY \ / I I 9 1401 7 i 7-.0—„E110769 CHECKED BY: Q- \ --.. -'' t j HE 10099 �� a � � I '�2 8 / N IE 10862 IEI10099 EI 1097!\ Revision Schedule II \ / 0 Rev Date By Description D / 0 o 6 E 1017 L, __ may`` L -'/ - - -- �C n n n n N, I. 1 i i •■ ■"y I 1 `'r E 10859 N r, , ,, , ,, , , l, r , I 1, __ _ 11� c0 co M i 2 —1 I 't\ I v Nt _____ , -e •i 591 E': 10769 \,E1111151 E110862 `~ �' SHEET TITLE: 1, -6" -� N • RESTROOM 0_ 1' PLAN & Cci"' / - 10 114„ DIAPER CHANGING DIAPER CHANGING PAPER HAND TOWEL ELEVATIONS l 8' / STATION SIDE ELEVATION STATION FRONT ELEVATION DISPENSER FRONT ELEVATION R / SCALE: AS SHOWN a) MOUNTING HEIGHTS FOR RESTROOM ACCESSORIES SHEET NUMBER: ENLARGED RESTROOM PLAN N_ N Scale: 1/2” = 1'-0" Scale: 318"= 1' 0" N 1401 *tte Ailir ; 14Ik METAL ___ SHORT HOT CUP I TALL COLD CUP NOTES: CO2018STARBUCKS COFFEE COMPANY a--- ' ~ DISPENSER 1E110396 O�� E�10858 1. LOCATE PUMP WITHIN CORD LENGTH LIMIT. ORIENT WITH PUMP �� I DISPENSER y HEAD LEFT. RIGHT AND AT BOTTOM. LOOSEN PUMP HEAD CLAMP. - TA DISPENSER HOT CUP IE110091 011110G�EI10791I GRANDENENTCUP DIISPENSEIR OLD ROTATE AND PROV DE FRONT AIGHTEN AS CCESS TO LOW.IRED ADJUSTM NITWITHI CTORD STARBUCKS° TILE WALLTILE, LENGTH LIMIT 2401 UTAH AVENUE SOUTH BASE FINISH PER GRANDE/VENTI CUP E 10855 011-1E11079110GRANDEIVENTI COLD ='"`" ELEVATIONS DISPENSER , CUP DISPENSER SEATTLE, WASHINGTON 98134 2. USE LOCKTITE ON ISOLATOR THREADS, DO NOT OVER TIGHTEN. (206) 31 $-1575 GRANDE/VENTI CUP IEI108550144-1E1135841TRENTA COLD CUP DISPENSER I 0DISPENSER 3. LOOSEN PUMP HEAD CLAMP, ROTATE AND RE-TIGHTEN AS REQUIRED - SCHLUTER QUADEC �--�� FOR PUMP ORIENTATION. THESE DRAWINGS AND THE PROJECT MANUAL r' _. : ARE CONFIDENTIAL AND SHALL REMAIN THE (Q 100 ABGB) TRIM. 0 4. BACKER BOARD ASSEMBLY INCLUDES: SOLE PROPERTY OF STARBUCKS _ FULL HEIGHT PARTNER SIDE POS CABINET (1) BACKER BOARD • CORPORATION. WHICH IS THE OWNER OF THE r;., ', '."< , (4) TENETS. 114-20 VENDOR MOUNTED COPYRIGHT IN THIS WORK. THEY SHALL NOT (8) WOOD SCREWS #8 1-114" (32MM) BE REPRODUCED (IN WHOLE OR IN PART), = = K84-60 NEOPRENE SHARED WITH THIRD PARTIES OR USED IN ANY ENDAT TILE BASE - METALjCUP CADDY DETAIL (4) NEOPRENE ISLOATORS, KARMAN RUBBER, 1 4; 1 6 16 (4) LOCK NUTS, 314-20 NYLON MANNER ON OTHER PROJECTS OR scale: 3" = 1'-0" J Scale: 3" 1'-0' Scale: 1" 11-0" (4) WASHERS, 114" (7MM) FLAT 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 ---i\r BAR DIE WALL STARBUCKS STORE (WHICH IS SUBJECT TO ,,,- CHANGE AT ANYTIME) AND DO NOT REFLECT SEE NOTES FOR ASSEMBLY ACTUAL SITE CONDITIONS. NEITHER PARTY ITEMS SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A .. - GYPSUM WALL BOARD WRITTEN AGREEMENT IS FULLY EXECUTED BY i PUMP ATTACHED TO BOTH PARTIES. BACKER BOARD WITH SCHLUTER RONDEC METAL TRIM. = ASSEMBLY COMPONENTS STARBUCKS TEMPLATE VERSION 12018.10.16 EQ EQ PAINT TO MATCH WALL ABOVE _ = 1_p=, , / '� 10"X10" (250MMX250MM) 1/2 CK)SET _�; DIMENSIONED POINT •7 -1V--- 1 WALL TILE f BACKER BOARD. ATTACH TO DIE WALL WITH f - i •� c SILICONE ADHESIVE ANDiiii_ . . WOOD SCREWS. — WALL TILE - SILICONE PERIMETER. 1 ';'11---- . - GPD Engineering and Architecture 1- Professional Corporation 1 = // TILE BACKER BOARD kEII I IIIA ! ! I 1 ' I ' II �` I '1 "-I- 520 SOUTH MAIN ST,SUITE 2531 �/ F ` p:330572-2l00 AKF: 30 572 2101 ffff � WALL TILE •- SCHLUTER QUADECD (Q 100 ABGB) TRIM, Z FINISHED FLOOR GPO PROJECT NO: 2016355.42 –_ (-- FULL HEIGHT N. 4, - / -fiEv BACKBAR WALL TILE PATTERN - 1 /2 OFFSET WALL TILE AT TRANSITION - TILE CORNER - FLUSH CONDITION ESPRESSO PUMP ATTACHMENT -,, �� 21 C) MARK S. SALOPEK Cn L'.1 1 O Scale: 1 112" = 1'-0" 11 scale 1/4" = 1'-0" U scale. 6" = 1'-0" � Scale: 1 1/2" = 1'-0" J AKRON, CI , OH H • NO. 6036 • `,�� 02/28/19 �r� GYPSUM WALL BOARD EXTEND END OF WALL CAP 1/8" C frillihr ilki••. .40 A,vs --' Alx---- - - FIBERGLASS PAST FINISH FACE OF WALL CEMENTITIOUS BOARD \I REINFORCED GC TO PROVIDE NON- - PLASTIC • SCREW BASED 11 WALL TILE ADHESIVE METAL END ,_ LSEALANT do-- PANEL. ' I � 318" (12MM) "L" SHAPED METAL TRIM FINISH MT0011 0 _ D co w - It _ SINK \ 1/2" FINISH PLYWOOD a / \ �/ 114' 114./ STEEL STUDS PER WALL ------- 2v] ›- CD GYPSUMWALL CONSTRUCTION /. ' - - .,.•._ r Y co CG � BOARD '/' / "// / / / ' 1 EXTEND END OF WALL CAP ---�� W 1/8" PAST FINISH FACE OF / 471- I GC TO PROVIDE NON-SCREW WALL BASE TO ACCEPT TILE U VARIES FLUSH WITH /WALL AND Z CV GROUT BASED ADHESIVE METAL ENDLi- RI JENp CAP BEYOND PANEL. GC CONFIRM PRODUCT WALL FINISH, SEE WALL _ N a U) T_ - -- STAINLESS STEEL BACKSPLASH \ `+ WITH C.M. + D.M. FINISH: MT0011 FINISH PLAN O - U (WHERE OCCURS)O IL COVE TILE BASE BELOW 1.1.1H U) o (_) WALL TILE ABOVE SST BACKSPLASH FRP AT MOP SINK@_33 TRIM AT WALL OPENING �� WALL END CAP Q © o 5�1 -2 Scale 3" = 1'-0" C scale 3"= 1'-0" scale: 3"= 1'-0" Scale: 3K )9 "= 1'-0" z ¢ \!J � F-- a, c� O O I o 0 oQ N o C CD 0- H 0_ r H in o �1 STORE #: 418 �- ., PROJECT #: 04753-029 GYPSUM WALL BOARD £ CV ISSUE DATE: 02.25.19 SUBMITTAL EDESIGN MANAGER: JOHN PARK o \ LEEDOAP, o TILE �'� \\ , �`_� FIBERGLASS — WALL TILE PRODUCTION DESIGNER: GUY RIPLEY 5' /" 318" (10MM) METAL EDGE CHECKE- D BY NREINFORCED PLASTIC ,a-- OR SIMILAR FOR DESIGN GROUT Revision Schedule . f__A INTENT. SLIDE METAL FINISH PANEL co / / LEG UNDER MAT. CLIP i CASEWORK ,.- i Cl) LEG EDGE AS NEEDED TO Rev Date By Description coi FIT A CURVE. • BULLNOSE DIE WALL r SANITARY COVED _ _ TILE BASE / L} % ��- STOREFRONT DOORBULLNOSE / '� /% 1l4" (7MM) SHIM IF _ - COVED TILE BASE SANITARY AND THRESHOLD NEEDED - - / SOLID SURFACE BACKSPLASH / — - i` NEW OR EXISTING FLOORING - FLOORING / WALK OFF MAT SHEET TITLE:/ OPEN AREA BEHIND SOLID >1(i;- H � l ' I ' i I I I A I SURFACE0 �;,, �4,�k�,:,�,,�,�,,,;;,�,. DESIGN DETAILS ai WATERPROOF /Aik / co MEMBRANE, (ONLY IF ON \ _11 t---: WOOD SUBFLOOR) SCALE: AS SHOWN rn O SHEET NUMBER: 1 TRANSITION - TILE TO WALK OFF MAT _ oi_, WALL TILE ABOVE SS BACKSPLASH TOP SET TILE BASE AT CABINET TOP SET TILE BASE AT DIE WALL 5 N Scaie 3"= 1-0" Scale: 3 1 - 0 Scale. 3 11-0" C Scale_ 3" = 1'-0" 1501 (V , 4itte ,.14/11h011111P ; 111114k ©2018 STARBUCKS COFFEE COMPANY ` � ' STARBUCKS® V A . GC TO INSTALL i_i_i BLOCKING (BEHIND) A5 2401 UTAH AVENUE SOUTH ' REQUIRED PRIOR TO SEATTLE, WASHINGTON 98134 CEILING PER PLAN PANEL INSTALLATION. (206) 318-1575 FRY REGLET "F" SOFFIT FRAMING 114" THESE DRAWINGS AND THE PROJECT MANUAL • REVEAL FDM 625 50 PER STRUCTURAL .14 ARE CONFIDENTIAL AND SHALL REMAIN THE - HOT ROLLED STEEL FINISH. SOLE PROPERTY OF STARBUCKS I ':::-..:,•:-,:... :•-;;;',,... .e ATTACHED PER WALL FINISH PLAN NATES / CORPORATION, WHICH IS THE OWNER OF THE .. FACE OF WALL �/ COPYRIGHT IN THIS WORK. THEY SHALL NOT �� •�� BASE (PER FLOOR �i.l' BE REPRODUCED (IN WHOLE OR IN PART), ,'' / WD0077 WOOD SHELF SURROUNDx g" FINISH PLAN} 1'-0" o SHARED WITH THIRD PARTIES OR USED IN ANY CEILING PER PLAN 314" PLYWOOD BACKING // / DATUM POINT HEIGHT PER MANNER ON OTHER PROJECTS OR //// EXTENSIONS TO THIS PROJECT WITHOUT THE / FLOORING (PER FLOOR WOOL? CLADDING (W00077) FINISH PLAN} ELEVATION ° PRIOR WRITTEN CONSENT OF STARBUCKS - i _ _ .---------------7:---=7---7:----- / T�` CORPORATION. THESE DRAWINGS AND i WOOD PANEL SYSTEM, FRY REGLET "F" REVEAL �� ®�,,,,�,,,��,,,,immix ...- • 7 ;;;;;, ` ° SPECIFICATIONS ARE INTENDED TO EXPRESS WALNUT FINISH (WD0077) FDM-625-50 /�� N IIIIM,' '-.>�... H.�.. "'moi" / / / / k DESIGN INTENT FORA PROTOTYPICAL SLIM BRICK BEYOND ti I _ _ ° 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 FINISH — WOOD TERMINATION @ CEILING - SOFFIT TRANSITION WOOD CLADDING @ BASE PLYWOOD _�''' THE TEN AGREEER MENT IS FULLY UNTIL EXECUTEDB ' ° WRITTEN AGREEMENT IS FULLY BY METAL BRACKETS ANCHORED ._ \� BOTH PARTIES. 11 scale: 6"= 1I-0" Scale 1 112" = 1'-0" 1 scale: 3"= 1'-0" TO STUD -- 2 1/2" -- �� I STARBUCKS TEMPLATE VERSION 12018.10.16 I METAL STUD ANCHORS ALL EXTERIOR SIDES OF SEALANT SHELF TO RECEIVE FINISH SEE INT. ELEV'S FOR FINISH - . GPD Engineering and Architecture WOOD SILL (WD0077) - GC , Professional Corporation -.'"TO VERIFY SIZE IN FIELD �'/ 2 112 520 SOUTH MAIN ST,SUITE 2531 C AKRON,DH 44311 1 -0" , P:330-572-2100 F:330-572-2101 , �� — ` �`; o GPD PROJECT NO: 2016355.42 STEEL TRIM AT BOTTOM REMOVABLE PANEL BACKER PANEL FACE TO BE PAINTED o )� D `�� BLACK AT EXPOSED REVEAL „ ry 5'-2 112" AFF — _ _ `� & TOP OF PANELS TYP C 1 C"J 2114" 1/4"TYp 2 1I4" ie HARDWOOD SLAT cv j ",'sz::::::0r ,.- /A40100101107./ = ° U MARK S. fi:11,01'E:K t• �-t1 \ .'jil ,.i/ 1 _ rrl • NO. 6036 • /7 / :1" 1 .. ago_ 6)t. 02/28/19 BASE (PER FLOOR -00.7:-/ I] a ---01 `_a r -_-1 / \ \ FINISH PLAN) , —\/7I FLOORING (PER FINISH PLAN) 5, / l W . A i...: cy) 5 GAP FOR Z-CLIPS OR BLOCKING REVEAL BREAK AT REMOVABLE N .:‹ 1 a PANEL, TYP 1 I r L.L TYPICAL DETAIL AT VERTICAL SLAT REMOVABLE PANEL TYPICAL STOREFRONT SILL DT SHELF D Co Lu s _ � „ _ , :� (10) Q scale 6' = 1 -0 Scale: 3"— 1 -0 \__ Scale 3"= 1'-0" 0 N = VJ fl) i: LL1 O r 1� METAL ANGLE TRIM 7I 114` �� GAP FOR Z-CLIP ATTACHED AT BACK OF Z U TYP ATTACHMENT - TYP. OR DIEWALL TYP. PANEL WITH COUNTER SUNK _ N ' DIEWALL TYP. OR CABINET — N NI BLOCKING FOR DIRECT DR CABINET FASTENER \ Cif MOUNT TO DIEWALL CT GAP FQR Z CL1P GAP FOR Z-CLIP 0 U N- —� FINISH PANEL ENCAPSULATE DIE 14/ ATTACHMENT TYP. OR ATTACHMENT TYP. OR a) WALL ENDS WITH PVC s DIEWALL -TYP., OR CABINET TO MATCH STORELi BLOCKING FOR DIRECT BLOCKING FOR DIRECT SPECIFIC LAMINATE MOUNT TO pIEWALL MOUNT TO DIEWALL 0 Et 0 0 O FASTEN MTL TRIM TO FINISH CUSTOMER FACING SIDE / PANEL FROM SIDE WITH �� I I , z 1:2Q co o co HARDWOOD SLAT �� COUNTER SUNK FASTENER `v c- `/// / FINISH PANEL IC—.) < ~ � 2518" 118�.,,� 2114" V � /� � ='± c: / � 1- 1 W 0 /r .+� 7 , I 11( STL. FLAT BAR VERTICAL TRIMtry O Q cy) oo �� 'a; AT PLANK END TO FORM Q ,v N N r-1� // �////�►�//- ��/�/y?!/// STEEL FLAT BAR TRIM FINISH PANEL BUTT JOINT PANELS p ' �'�,� MITERED CORNER DETAIL Cr � CO c i AT BOTTOM AND TOP OF STEEL FLAT BAR TRIM ATH PANELS, TYP. li t PANEL FACES WITH MINIMAL SEAM Cl— 1/2" PLYWOOD BACKER CABINET INTERIOR SIDE BOTTOM & TOP OF PANELS; TYP. MUST ALIGN LINE o STORE #: 418 co C5) MITER DETAIL AT VERTICAL CORNER TRIM (__) TYPICAL DETAIL AT END PANEL — VERTICAL METAL TRIM TYPICAL DETAIL AT VERTICAL SEAM PROJECT #: 04753-029 c OENLARGED SECTION PROFILE _ O '� NOT TO SCALE scale: 6" = 1'-0" scale 6" = 1'-0" Scale. 6"= 1'-0" ISSUE DATE: 022519 SUBMITTAL DESIGN MANAGER: JOHN PARK U 3'- 11 112" BACKER / 4" (TYP.} COUNTERTOP NOTE: � 4___,_,_ PR D PRODUCTION O ALL COMPONENTS , 34" M AX_AFF _ _ FURNISHED BY /�' PRODUCTION DESIGNER: GUY RIPLEY . I OTHERS AND 1 1!2" /% \ CHECKED BY �, H-I f- I �i 1 1— �I I • HARDWOOD SLAT ` /r/ / INSTALLED BY G.C. / I j '� � _ UNLESS NOTED \ Revision Schedule I I I— I III— - I I I—I OTHERWISE. %� FINISH TILE BASE L H I ! I T- —I H I HI F"I -' - -:" COUNTERTOP FINISH BASE Rev Date By Description �? I I I I I ? SUBSTRATE MATERIAL ALUMINUM DOWEL I LLI r--1I I L I 0 OPTIONAL LED STRIP r -� COVE DETAIL ON SECURED INTO SUB I \ N LIGHTING BY OTHERS \° METAL ANGLE, TYP. SHROUD/SPLASH FINISH TO THIS SIDE ONLY / FLOOR & DIEWALL O ILI I I I—I _ i-- r— \ MATCH COUNTERTOP. TYP. n - L.—I I i I I r! LI I I I ALUM. Z-CLIPS. TYP. \��-_ DIEWALL ` COUNTERTOP l FINISHED FLOOR I I I I I ~I I i — METAL CORNER TRIM / PER DETAILS f I -- — FINISH PANEL �_ NOTE: -- — ��\ 34' MAX. A_F.F. \ JG _ _ '\,\ _ __ SHEET TITLE: 0_ 3' - 11 314" \ ALL COMPONENTS — 1"1\ [Y. —�l a DESIGN DETAILS 1- / 7 \`— METAL BOTTOM TRIM VARIES : FURNISHED BY OTHERS �� `v �I 0 20 STAVES, RANDOM STAGGERED BUTT JOINTS II PER DETAILS � j AND INSTALLED BY G.C. coai UNLESS NOTED r `�' I I PLASTIC SHIM ti ELEVATION OTHERWISE. __,,,,,f_ \u SCALE: AS SHOWN REQUIRED - 1/4" MIN. a) NE) 0.) FINISH APPLICATION — VERTICAL SLAT WITH REVEAL 2 FINISH PANEL — BUILT—UP COUNTERTOP OVERHANG ESP SHROUD — CORIAN 4FINISH PANEL — 6"" BASESHEET NUMBER: Nscale 314" = 1,-0" �/ Scale 3" = 1'-0" Sca e 3" = 1'-0" scale: 3" = 1'-0"N1502 DRAIN LINE FROM SINK TO WASTE NIIkte LINE IN WALL OR FLOOR DRAIN riijk1111111" 6 Aii. HOT AND COLD WATER FOR - SINK FAUCET BACK WALL rill a• F m --------► INDIRECT DRAIN LINE FROM 1 I _ � I DISHWASHER TO NEAREST I I I �_ FLOOR DRAIN OR MOP SINK. I I I WATER FOR DISHWASHER WITH _ I ftt ,,..., bSHUT-OFF UNDER SINK AT 18" r —e' (460MM) AFF LINE LENGTH MUST ©2018STARsucKSCOFFEE COMPANY I AL LALLOW EASE OF MOVEMENT. i ITYPE OF DISHWASHER REQUIREMENTS FORSTARBUCKS® • ( (HOT/COLD/SOFTENED). SEE 2401 UTAH AVENUE SOUTH I WATER SUPPLY DRAWINGS FOR SEATTLE, WASHINGTON 98134 \ WATER LINE. IF YS (206) 318-1575 DISHWASHER, INCLUDECLUDE `.\ PRESSURE REDUCING VALVE. PRESSURE GAUGE (SET TO 20 THESE DRAWINGS AND THE PROJECT MANUAL \, PSIG +/- 5 PSI). LINE STRAINER ARE CONFIDENTIAL AND SHALL REMAIN THE AND SHOCK ARRESTOR. SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE DRAIN LINE FROM DISHWARE COPYRIGHT IN THIS WORK. THEY SHALL NOT 10" -,',-� DRYING RACKS TO SINK BE REPRODUCED (IN WHOLE OR IN PART), / / ' BOWL SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR SEE PLUMBING PLAN FOR EXTENSIONS TO THIS PROJECT WITHOUT THE FINAL FLOOR DRAIN PRIOR WRITTEN CONSENT OF STARBUCKS LOCATION. CORPORATION. THESE DRAWINGS AND I II II 1FLOOR DRAIN OPTIONAL. SPECIFICATIONS ARE INTENDED TO EXPRESS -1ti��lr DISHWARE DRYING � DE51GN INTENT FOR A PROTOTYPICAL � �' , RACKS WITH DRAIN LINE STARBUCKS STORE (WHICH IS SUBJECT TO --� CHANGE AT ANYTIME)AND DO NOT REFLECT WIRE RACK r = \\ // J TO SINK BOWL 4 4411-1 ACTUAL SITE CONDITIONS. NEITHER PARTY \ / _ ALIGN SHALL HAVE ANY OBLIGATION NOR LIABILITY TO w \/ CO �•I r 1 \ THE OTHER (EXCEPT STATED ABOVE) UNTIL A poIis■PmNmaiI� /\ - — I WRITTEN AGREEMENT IS FULLY EXECUTED BY ;. .�•;,_ �_ -_ .I / \ r 1 I --- / \ I cv BOTH PARTIES. - _ / \ _ I �--t� 44 I I STARBUCKS TEMPLATE VERSION 12018.10.16 I • co I-, L •-1 iI 4.,:_. .�j I 11. I7.1.611"Alill F w IT\ ) \\ - ( ) GPD Engineering and Architecture \ is / 1 NOTE: Professional Corporation FOR COORDINATION ONLY. SEE 520 SOUTH MAIN ST,SUITE 2531 \\ v / 1 FURNITURE, FIXTURES. AND AKRON,o7 2 \ / � P:33R572-2100 F:330-572--210101 1 \ / EQUIPMENT PLAN FOR \/ EQUIPMENT LOCATIONS. GPD PROJECT NO: 2016355.42 /\ PROVIDE BACKING BEHIND WALL / \ \ FINISH AS REQUIRED FOR WALL � ��] D� \\ MOUNTED EQUIPMENT. REFER r` TO ITEM SPECIFICATIONS FOR C.� ,r / \\ MORE INFORMATION Lj MARK S. SALOPEK / * \ �, / AKRON, OH ,.--2 N. °P NO. 6036 • Elevation View KEEP CLEAR FOR WALL MOUNTED CHEMICAL ALIGN COMPARTMENT SINK DISHWASHER �� ,(�' . /281 19 DISPENSING SYSTEM. TO BE INSTALLED BY SYSTEM (� VENDOR. PROVIDE BACKING BEHIND WALL FINISH FOR C Aff-ty EQUIPMENT MOUNTING. REFER TO POSTED i INSTALLATION GUIDELINES FOR MORE INFORMATION. - SANITIZING (GENERIC) - PLUMBING � � __ scare 314" = 1'-0" LLJ NEt A 1 co LU HOT WATER TANK. SEE fY SPECIFICATIONS AND HOT WATER _ _r i 0 It TANK DETAIL FOR MORE r/) (I) INFORMATION. V J Y rl I OPEN CEILING ABOVE WATER CC O * HEATER PER LOCAL CODELll STRAP UNITS PER LOCAL CODEI I REQUIREMENTS U �t NFRP — CV Cla ENCLOSED U_ (N (n PROVIDE MOISTURE-RESISTANT y E 0 U 0)BACKING BEHIND WALL FINISH AT o Q cn a) THIS AREA. REFER TO ITEM - J LU 0_ Ct o Li SPECIFICATIONS FOR PLUMBING . ./14;,..- �- U 2 CI CC O SCOPE: COORDINATE INSTALL CD WITH FILTER VENDOR. ` < 0 0 a) �� f �"_ `� U U MOP HOLDER �� .� -- CONFIGURATION 1 LU rn Lei © Q 0) ��- /: /i, % WATER FILTRATION Ect L.J (V �r N �i :�,� SYSTEM. SEE cc < O 1 'Iu� w -b.. ...• �� 'I FILTRATIONOD�TAILB OR 0 rl f`- ET -- '�` MORE INFORMATION. STORE #: 418 in o 1,-1-- 1- / _: ��. \\ s) PROJECT #: 04753-029 WIRE STORAGE RACK: ,n c LOCATE AND INSTALL SEE NOTE 1 BELOW \ c• ISSUE DATE: 02.25.19 SUBMITTAL E \ _ _ WALL MOUNT BRACKETS -, DESIGN MANAGER: JOHN PARK U 3 0 PER MFR INSTRUCTIONS in I FRP E cv LEEDOAP: _ PRODUCTION DESIGNER: GUY RIPLEY D /� ,J `�' HOT AND COLD I I ENCLOSED E I` (915mm) 314" PLYWOOD " WATER SUPPLY I ti CHECKED BY. N BACKER BOARD b �� r - \ r EQ EQ. 0.I l' BEHIND WALL FINISH. FOR FAUCET — • �- s7) E `� Revision Schedule U I, / / FASTEN TO y HOSE CLIP o L _ N --E- I STRUCTURE BEYOND. b Rev Date By Description r b Es) ,n ,n — E— 1 — ° + I l�I c� NN N M r v MOP SINK • \ _. �r� \ 0" (610mm) , \ ti co 4 TANK STORAGE 2 " \ WALL BRACKET SHEET TITLE. STORAGE TANKS BY WITH CHAIN 6' -4"(1830mm) MIN. Cl_ CO STARBUCKS VENDOR / / DESIGN DETAILS NOTE: co 1. KEEP CLEAR AT BACKWALL FOR CHEMICAL DISPENSING SYSTEM COMPONENTS. TO BE INSTALLED BY SYSTEM VENDOR. REFER TO NOTE: THIS DETAIL TO ONLY BE USED WITH INIT 03-01 (1.5)1 AND 1 NIT 04-01 (1.5)1 WORKSTATIONS POSTED INSTALLATION GUIDELINES FOR MORE INFORMATION. SCALE, AS SHOWN rn r 0 SHEET NUMBER. GAS CYLINDER BRACING CONFIGURATION I `o 15N 2�f scale 314" = 1'-0" J scae 112° = 1'-0" 03 N 6' -0" FROM WALL MAX. 12' -0" O.C. TYP, BOTH DIRECTIONS 6' - 0" MAX FROM SEISMIC CEILING GENERAL NOTES : ICC ESR - 1308 r .._ NOMINAL SIZE I POST TYPE I ALLOWABLE LENGTH ._.� I� 1 EDGE OF GRID TRIM 1314 x 112" x 0 059 MTL. CHANNEL 26" 1 (2) NVIkte 3/4" x 1/2" x 0.059" MTL. CHANNEL (BACK-TO-BACK) 39" 1. ( 1. REFERENCED SOURCES ARE: OREGON BUILDING CODE, AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636), .. I 1 12" x 9/16" x 0.059" MTL. CHANNEL 33" a I (12L18"1/x21" AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-08). & CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). x 9116x" - 1 S 114" 0.0197x0059" MTL. CHANNEL (BACK TO BACK) 44"MTL. CHANNEL 106" 1504 1504 - 2- PROVIDE SUSPENDED CEILING GRID SYSTEMS FROM A SINGLE SOURCE (MANUFACTURER), DO NOT MIX GRID SYSTEMS. (2) 1 518" x 1 114" x 0.0197" MTL. CHANNEL (BACK-TO-BACK) 141" 1/2" 0 x 0.042" WALL THICKNESS EMT CONDUIT 47" / ' II 1 3. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAT 6'-0" IN HEIGHT SHALL BE LATERALLY BRACED TO 3/4" 0 x 0.049" WALL THICKNESS EMT. CONDUIT 61" / I + THE STRUCTURE. WALL BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. 11" 0 x 0.057" WALL THICKNESS EMT. CONDUIT 78" I { 1 1 114" 0 x 0.065"WALL THICKNESS EMT. CONDUIT 102" / i I' 4. GENERALLY. SUSPENDED CEILING AREAS UNDER 1,000 SQUARE FOOT DO NOT REQUIRE HORIZONTAL RESTRAINT WIRE AND/OR 1 1 112" 0 x 0.065" WALL THICKNESS EMT. CONDUIT 118" 12" 0 x 0.065" WALL THICKNESS EMT. CONDUIT 150" RIGID BRACING, CONSULT RULING AUTHORITIES AND LOCAL CODES FOR MINIMUM CEILING AREA REQUIREMENTS. CO 2018 STARBUCKS COFFEE COMPANY 12 1/2" x 20 GAUGE MTI 0-STUD SINGLE 138" I 1 5. PROVIDE SUSPENDED CEILINGS EXCEEDING 2,500 SQUARE FEET IN AREA WITH "SEISMIC SEPARATION JOINTS" TO BREAK THE 1 2 1/2" x 20 GAUGE MTL. C-STUD (BACK-TO-BACK) 180" I 2" MAX. 3 5!8" x 20 GAUGE MTL. C-STUD (SINGLE) 144" I B MAX. CEILING INTO INDEPENDENT UNITS LESS THAN 2,500 SQUARE FEET IN AREA THAT WILL ACT FAVORABLY IN A SEISMIC EVENT: RE: 1/1504. 1 3 5/8'1x 20 GAUGE MTL. C-STUD SINGLE) 168" 2" MAX 4' 0" O.C. TYP. , STARBUCKS® ' , , i 8" MAX. 6. ALL MAIN BEAMS (MAIN TEE RUNNERS) SHALL BE HEAVY-DUTY OR APPROVED EQUAL. INSTALL AT MAXIMUM OF 4'-0"APART, RE: 2401 UTAH AVENUE SOUTH I SCHEDULE NOTES: I44 BOTH DIRECTIONS y / A6001. "FINISH MATERIAL SCHEDULE - CEILING -ACOUSTICAL TILES AND GRID"FOR SPECIFICATIONS. SEATTLE, WASHINGTON 98134 1. THE INFORMATION PROVIDED IS FOR QUICK REFERENCE ONLY. OTHER / 'I RESTRICTIONS AND EXEMPTIONS MAY APPLY- / r- I 0° 7. ALL CROSS BEAMS (CROSS TEES) SHALL BE HEAVY-DUTY OR APPROVED EQUAL AND SHALL BE CAPABLE OF CARRYING THE DESIGN (206) 318-1575 2. ALL STRUTS AND ALLOWABLE LENGTHS SHOULD BE VERIFIED BY 5i 'T° - LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. RE: A601: "FINISH MATERIAL SCHEDULE - CEILING -ACOUSTICAL APPROPRIATE AUTHORITIES. i . I 1 7 TILES AND GRID FOR SPECIFICATIONS. THESE DRAWINGS AND THE PROJECT MANUAL e n I 3 WALL MOLDINGS SHOULD NOT BE USED AS STRUTS. I' 4 - = J � ARE CONFIDENTIAL AND SHALL REMAIN THE 4. A STRUCTURAL ENGINEER SHOULD BE CONSULTED FOR LENGTHS GREATER t__ 8. CHANGES IN CEILING PLANES REQUIRE POSITIVE BRACING AT TRANSITION.• SOLE PROPERTY OF STARBUCKS THAN 15'-0" �, CORPORATION, WHICH IS THE OWNER OF THE 11 1504 1504 2 9. ALL SEISMIC HANGER AND SPLAY WIRE SHALL BE 10 GAUGE GALVANIZED SOFT ANNEALED MILD STEEL OR CODE APPROVED EQUAL. COPYRIGHT IN THIS WORK. THEY SHALL NOT \,I504 1504 ALL VERTICAL PERIMETER AND INTERMEDIATE HANGER WIRE SHALL BE 12 GAUGE GALVANIZED SOFT ANNEALED MILD STEEL OR CODE BE REPRODUCED (IN WHOLE OR IN PART), / APPROVED EQUAL. HANGER AND PERIMETER WIRE SHALL BE INSTALLED VERTICALLY AT NO MORE THAN 10" FROM PLUMB (1 IN 6). ALL SHARED WITH THIRD PARTIES OR USED IN ANY _ VERTICAL HANGER WIRE TIES SHALL BE "TWIST-TIE" IN NATURE WITH (3) TIGHT TURNS AROUND ITSELF IN 3" OF LENGTH. ALL SPLAY MANNER ON OTHER PROJECTS OR WIRE TIES SHALL BE "TWIST-TIE" IN NATURE WITH (4) TIGHT TURNS AROUND ITSELF IN 11/2" OF LENGTH, RE: 2/1504. EXTENSIONS TO THIS PROJECT WITHOUT THE __ i SECTION AT SEISMIC 2x4 CEILING GRID - CBC PRIOR WRITTEN CONSENT OF STARBUCKS • �L7. 1 2 10 ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND SPACED IN ACCORDANCE WITH MANUFACTURER'S CORPORATION. THESE DRAWINGS AND © Scale 3/8" = 1'-0" RECOMMENDATIONS SPECIFICATIONS ARE INTENDED TO EXPRESS 19Alk DESIGN INTENT FOR A PROTOTYPICAL 1504 11. PROVIDE LATERAL FORCE BRACING (VERTICAL COMPRESSION STRUTS AND SPLAY WIRES) AT 12'-0" MAXIMUM ON CENTER IN ALL STARBUCKS STORE (WHICH IS SUBJECT TO DIRECTIONS AND 6'-0" MAXIMUM FROM FINISHED GRID EDGES AND WALLS. RE: 9/A403. SEE "SEISMIC POST SCHEDULE" BELOW FOR CHANGE AT ANYTIME)AND DO NOT REFLECT _ COMPRESSION STRUT SIZES. ACTUAL SITE CONDITIONS. NEITHER PARTY 1 lj ;�ii`, ii/�iiliiiiiiiii/ - (/ i1 LEGEND / X X X TM X• X X SHALL HAVE ANY OBLIGATION NOR LIABILITY TO J � . 12. SEISMIC SPLAY WIRES SHALL BE (4) WIRES ATTACHED TO THE MAIN BEAM (RUNNER). WIRES SHALL BE ARRAYED 90° FROM EACH THE OTHER (EXCEPT STATED ABOVE) UNTIL A I!� / WRITTEN AGREEMENTEXECUTED BY OTHER AND AT AN ANGLE NOT EXCEEDING 45" FROM THE PLANE OF THE CEILING SPLAY WIRES SHALL BE INSTALLED WITHIN 2" OF IS FULLY .��;�� 7 - )( �( � 1� / THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SPLAY WIRES SHALL BE ATTACHED TO THE CEILING GRID AND BOTH PARTIES. COMPRESSION STRUT AN SPLAY STRUCTURE ABOVE IN SUCH A MANNER AS TO SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN ® i ©0 I� / WIRES LOAD. WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER, RE: 6/1504 AND 5/1504. STARBUCKS TEMPLATE VERSION (2018.10.16 8" MAX; X 13. ATTACH HANGER WIRES ALONG MAIN RUNNERS AT 48" O.C. WITH MAIN RUNNERS PARALLEL TO EACH OTHER AT NO MORE THAN 48" j I ' ' . f; HANGER AND PERIMETER WIRES APART, CREATING 48" HANGER WIRE ARRAY IN TWO DIRECTIONS. /ThSEISMIC GRID AT WALL - UNATTACHED / r 14. TERMINAL ENDS OF EACH MAIN RUNNER AND CROSS TEE SHALL BE SUPPORTED WITHIN 8" OF EACH WALL OR FINISHED GRID EDGE 1:I / 2" BEAM END RETAINING CLIP (BERG 2) WITH A PERIMETER WIRE. Scale: 1 112"= 1'-0" Alk 1 2 g / // 1504 0 1504 /' 15- PROVIDE ARMSTRONG 7/8" X 7/8" WALL ANGLE MOLDING IN CONJUNCTION WITH ARMSTRONG BERC-2 SEISMIC WALL CLIPS TO GPD Engineering and Architecture /' SUSPENSION GRID EDGING AND TRIM SUPPORT TERMINAL ENDS OF MAIN TEES AND CROSS TEES AT WALLS. CEILING GRIDS SHALL BE POSITIVELY ATTACHED TO WALL MOLDING WITH COLOR MATCHING POP RIVETS ON ADJACENT WALLS AND FREE TO SLIDE WITH A 314" GAP ON THE OPPOSING WALLS. Professional Corporation /I }( ;- I' \ > ik � ��-' / TO PROVIDE APPROVED SLIP-JOINT. REFER TO ICC EVALUATION SERVICE REPORT: AKRON,u 4311 2531 i < \ _„, X ( )( / USE 'BERC 2 SEISMIC CLIPS BY ARMSTRONG" 520 SOUTHMAlNST,S OH 44311 � . �,, i I L SEISMIC SLIP JOINT ERS-1308 , SECTION 4.4.3. P:330-572-2100 F.330-5n-2101 I o o :O • O 16. LIGHT FIXTURES AND MECHANICAL DEVICES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM AND CAPABLE GPD PROJECT NO: 2016355.42 4' 0" 1 OF RESISTING 100% OF THE FIXTURE WEIGHT IN ANY DIRECTION. RE: 8/1504 •j O I 1504 I Tvp �' r., Q • / HVAC- 24" x 24" AIR DIFFUSER �EI� � ` • / _• 17. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL NAVE A (2) INCH OVERSIZED RING; SLEEVE OR �� C> s., F �'I �( )` )( 7 )( �` X f( X ii, ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST (1) INCH IN ALL HORIZONTAL DIRECTIONS. �Gj 1� I @ / U ,MARKS. S:11,0PFIIK Ct1 ' j 6`-0" MAX. 12' 0" MAX. 12' -p" MAX, • 6'-0" MAX. 18. NO SUSPENDED CEILING ASSEMBLY WITHIN THE PROPOSED RENOVATION SPACE SHALL INVOLVE A SUSPENSION LENGTH - AKRO , Oli / 24" x 48" RECESSED FLUORESCENT GREATER THAN 66". n �• V _ ( -I LIGHT FIXTURE • NO. 6036 • / 1 / • 02/28/19 - © ' / '( \ �` � ��° Y� �� '� G SEISMIC CEILING KEY NOTES , ' • IC.._• � � A� _ I •• ® • 1 , DASHED LINE FLOOR LINE OF HEAVY-DUTY T-BAR GRID CROSS TEE. PROVIDE CROSS TEES 16. PROVIDE BRACING A5 NECESSARY TO MAINTAIN HANGER AND •• AND MAIN TEES WITH THE SAME PROFILES WHERE "OPEN" GRID SPLAY WIRE ALIGNMENT, RE: 211504. ! o / RACEWAY BELOW IS INSTALLED SEE SPECS. SEISMIC GRID AT WALL - ATTACHED %I " `� ""� >.( )( )( / 2. HEAVY-DUTY T-BAR GRID MAIN RUNNER. SEE SPECS. 17. CONNECT HANGER WIRES AT NOT MORE THE 3" FROM OPEN W 7, scale- 1 112"= 1'-0" / ENDS OF T-BAR GRID. �'�/ Q �I X X X- \ X X ` X X X / • FINISHED INTERIOR WALL 3. GYPSUM BOARD CEILING. II 4. PROVIDE MTL. TOP CLIP TO FASTEN COMPRESSION STRUT 18. PROVIDE 4" T-BAR CAP SLEEVE AS SLIP-JOINT. CRIMP ONE SIDE o1 TYPICAL CEILING GRID LAYOUT POST TO ROOF STRUCTURE PER ICC REPORT 1308. OF SPLICE CAP TO ALLOW MOVEMENT ON OPPOSITE END ONLY. n co Ol 5.PROVIDE FASTENERS AS APPROVED BY ICC REPORT 1308. c� It Q Scale: 114"= 1' 0" 19. 7/8'1X 718" MTL. WALL ANGLE SCREWED TO WALL WITH rr�� i 6.PROVIDE SPRING CLIP AROUND VERTICAL HANGER WIRE AS APPROVED FASTENERS. SEE SPECS- V) Y 8 ` /L SHOWN 0 CC /� 20PROVIDE COLOR MATCHING POP RIVETS TO FASTEN TERMINALI I 25 0 O ® 11 7- APPLY TENSION TO COMPRESSION STRUT AND SECURE WITH # ENDS OF MAIN RUNNER AND CROSS TEES TO WALL ANGLES U ',, 10 X 1" SELF-TAPPING STL. SCREW OR CODE-APPROVED EQUAL. REQUIRING ATTACHMENT AND GRID ENDS TERMINATING IN TRIM. - {V co \ N m - © o � � LF ° 9 8. INSTALL VERTICAL HANGER WIRE AT INTERSECTION OF MAIN 21 ATTACH HVAC - DIFFUSERS TO SUSPENSION GRID WITH CODE- c!) d7 .- 4> a AND CROSS TEE. VERTICAL SHALL BE DEFINED AS t 10° (1 IN 6) APPROVED CLIPS AND FASTENERS ON TWO OPPOSITE SIDES OF I'-b u3C CO4,,i .OP'�' P '9� FROM PLUMB, RE: 2/1504. THE FIXTURE TO THE GRID MAIN RUNNERS. PROVIDE TWO �j 0 . . _ 1 DIAGONALLY OPPOSED HANGER WIRES AT CORNERS OF DIFFUSER C� Q 0 1- /, `\ `� o I ��a ��soO �\ / 1 TO THE STRUCTURE ABOVE. WIRES MAY BE SLACK. < p �Q 9+ _�� Irl' 9. PROVIDE (4) SPLAY WIRES ATTACHED TO MAIN RUNNER NOT Z < (f) 0 �� s / ,, \ MORE THAN 2" FROM THE INTERSECTION OF MAIN RUNNER AND 22. PROVIDE SEISMIC SEPARATION JOINTS AS REQUIRED FOR U I- O _� �� P� ;, / 4 I CROSS TEE. CEILING AREAS IN EXCESS OF 2.500 SQUARE FEET. "REFLECTED W w 0 Ct Q / 1 ° / it CEILING PLAN" FOR SEPARATION LAYOUTS AND 111504. f� N �p �/ N. \` •_\ �// / �� 10 TELESCOPING ELECTRICAL METALLIC TUBING (EMT) AS Cl_ri r N . c*� � v ;� COMPRESSION STRUT, RE. "SEISMIC POST SCHEDULE" BELOW. 23. PROVIDE 6" EDGE TRIM AT OUTSIDE EDGE OF CEILING GRID IN i �� 7 / \• a ', 2 GOLF, RE: 3/1504 AND SEE SPECS. - N- ,,,,,,<:.-":,", a 3STORE #: 418 IIU p E N �` ` • z 11. BACK-TO-BACK C-STUD AS ALTERNATIVE METHOD FOR /�/ © \ ;r \�� COMPRESSION STRUT SYSTEM. RE: "SEISMIC POST SCHEDULE" 24. INSTALL ARMSTRONG AXIOM T-BAR CONNECTION CLIP AT EACH PROJECT #: 04753-029 E ��\\a \ © © MTL.STU D COMPRESSION ABOVE WIOTHIAPPROVED FASTETIVELY ATTACH ONERS TOSTS GRID AND STRUCTURE SCREWS REGRID END. A31504 STEN CLIP TO GRID ENDS WITH #6 X 7/16" FRAMING ISSUE DATE:DESIGN MANAGER: 0OHN PARKBMITTAL // LEEDOAP. EMT COMMPRESSION STRUT DETAIL STRUT DETAIL o ' \ PRODUCTION DESIGNER: GUY RIPLEY SEISMIC GRID WITH LIGHT SEISMIC GRID WITH AIR DIFFUSER scale: 11/2" - 1'-0" scale 1112"= 1'-0" 12. PROVIDE VERTICAL "PERIMETER" SUSPENSION WIRE WITHIN CHECKED BY: cD 8" OF THE ENDS OF MAIN RUNNERS AND CROSS TEES ALIKE 25. SLACK WIRE AT DIAGONALLY OPPOSING CORNERS OF FIXTURES Q L FIXTURE DETAIL (6- DETAIL 8 8 TERMINATE AT WALLS AND FINISH WITH EDGE TRIM. .L J Revision Schedule scale: 3/4" = 1'-0" scale. 314"= 1' 0" 26- (1)-114" DIAMETER CLOSED EYE SCREW WITH 2" MIN- L13. PROVIDE 3/4" GAP BETWEEN WALL ANGLE AND GRID T-BAR EMBEDMENT- Rev Date By Description 5/8" MAX ��S i 6 i END AT WALLS THAT REQUIRE SLIP-JOINT (UNATTACHED) C� r �° CONDITION. INSTALL 2" BEAM END RETAINING CLIP (BERG-2) TO U �� 8.0000 MAX `\3 . 1 j �P�' PROVIDE SLIP CONDITION. 27. EXISTING ROOF WOOD BEAMS. CONTRACTOR TO VERIFY I Al .4. \'' '>1/ . V ,// 0 GPQI 00 LOCATION. cn z_ 41 3r `ti • \ N '/ 14. ROOF STRUCTURE AND JOISTS FOR REFERENCE ONLY AS i ,, c__ ® 2' cl'° Q 1 TYPE OF CONSTRUCTION MAY VARY. CONNECT TO STRUCTURE 28. HANGER AND OR BRACING WIRE ANCHORS TO TEH STRUCTURE 2 _ �f / 4 TURNS / `e �� SHEET TITLE: IN 1 112" MIN. 0 / ABOVE USING METHODS AS APPROVED BY LOCAL CODES AND SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF DESIGN DETAILS CD `co z 28 23 ' �'. AUTHORITIES. THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE J F =; .� . DIRECTION OF THE WIRE. _ _ _ s A. 0 C 3J 15. ATTACH LIGHT FIXTURES TO SUSPENSION GRID WITH CODE- VERTICAL SPLAYED © CEILING GRID HANGER WIRE CEILING GRID EXPANSION " SCALE: AS SHOWN APPROVED CLIPS AND FASTENERS ON TWO OPPOSITE SIDES OF 29. PROVIDE COLOR MATCHING 718" FLANGE X 1 314 HIGH X 9116" T THE FIXTURE TO THE GRID MAIN RUNNERS. PROVIDE TWO FLANGE "C" CHANNEL TO TRIM OUTSIDE EDGE OF GRID. SEE SPECS. HANGER WIRE ATTACHMENT (?----) SECTION AT CEILING GRID EN TRIM "3 CONNECTION JOINT DETAIL DFIIAGONALLTO TORE O RUCHANURR WIIREW R SAT ORNMABE O LIGHRE AND ES PROVIDE COLONTO CHIN POP RIVETS TO FASTEN MAIN RUNNER SHEET NUMBER: N(C. ni ) NEL. scale 3" = 1'-0" Scale 1 112"= 1'-0" Scale: 1 1/2" = 1'-0" Scale. 1 112" = 1'-0" 8/1504. 1504 cV • Y DATA DEVICE SCHEDULE-"A" GRAPHICS AND ARTWORK SCHEDULE-"G" EXTERIOR SIGNAGE SCHEDULE-"S" ,t. - DESIGN ID I COUNT I DESCRIPTION I FURN. BY I INST. BY I COMMENTS DESIGN IDI COUNT I DESCRIPTION I FURN.BY I INST. BY I COMMENTS DESIGN ID I COUNT I DESCRIPTION I FURN. BY I INST. BY I COMMENTS .... .... itk - AUDIO VISUAL GRAPHICS-ARTWORK SIGNAGE-DISK 10005 1 MUSIC SYSTEM SB SB ORDER BOTH SYSTEM AND 19262 1 ART-LLEW MEJIA-LATAM COFFEE JUNGLE SB GC 60"60"CANVAS FLOATED BEHIND GLAZING X13163 3 SIGN-DISK SF ILLUMINATED FLUSH MOUNTED SB GC GC TO COORDINATE WITH SB AMPLIFIER WITH CIRCLE-BW IN EBONIZED WALNUT FRAME. DO NOT EVOLVED-54IN 1370MM VENDOR ) it 10010 1 DT ORDER MONITOR SB ISB 1 CROP IMAGE. E-PROOF REQUIRED BY ART SIGNAGE-DRIVE THRU 10012 1 DT COMMUNICATION SYSTEM SB SB VENDOR FOR DESIGN REVIEW 14091 1 SIGN-DT DIRECTIONAL EXIT SIGN ILLUMINATED SB GC GC TO COORDINATE WITH SB 10015 5 SPEAKER RECESSED-WHITE SB SB GRAPHICS-INTERIOR MENU ARROW SERIES-46IN 1170MM VENDOR if Illi 10076 1 AMPLIFIER- 14IN 355MM SB GC ORDER BOTH SYSTEM AND 18982 5 MENU BOARD-FRONT INSERT PANEL WITH SB GC MOUNTED ON MENU SHELF-COORDINATE 14104 1 SIGN-DT DIRECTIONAL ILLUMINATED ARROW SB GC GC TO COORDINATE WITH SB AMPLIFIER SQUARE FRAME LOCATION OF RECEIVING NOTCH. SECURE SERIES WITH LOGO-46IN 1170MM VENDOR 12336 1 DT TIMER SYSTEM SB SB 1 TO WALL 14106 1 SIGN-DT CLEARANCE BAR ARROW SERIES SB GC GC TO COORDINATE WITH SB 18983 1 MENU BOARD-DAILY OFFERING SB GC MOUNTED ON MENU SHELF-COORDINATE FREESTANDING VENDOR ©2018 STARBUCKS COFFEE COMPANY 14676 1 DT POS MONITOR ARM DOUBLE SURFACE SB SB CHALKBOARD WITH SQUARE FRAME LOCATION OF RECEIVING NOTCH. SECURE MOUNTED TO WALL 14534 2 SIGN-DRIVE THRU ILLUMINATED ARROW SERIES SB GC GC TO COORDINATE WITH SB STARBUCKS® DATA FLUSH MOUNTED-RH-72IN 1830MM VENDOR 19495 1 DRAFT ZONE 2 TAP HANDLE AND BADGE KIT SB GC SIGNAGE-WORDMARK 10002 1 COMPUTER MANAGER WORKSTATION SB ISB 19560 1 DRAFT ZONE 2 TAP BADGE MOUNT SB GC2401 UTAH AVENUE SOUTH 10007 1 PRINTER MANAGER WORKSTATION SB �SB FRONTBAR 11394 1 SIGN-INLINE ILLUMINATED FLUSH MOUNTED- 161N SB GC 405MM SEATTLE, WASHINGTON 98134 18744 1 EQUIPMENT RACK WITH LOCK-24IN 610MM SB ISB GRAPHICS-OTHER (206) 318-1575 POINT OF SALE 12677 1 EDUCATION DISK-REGIONAL MATTERS SB IGC 10008 2 POS-REGISTER WITH COMPACT CASH DRAWER SB SB GC TO COORDINATE WITH SB 12681 1 EDUCATION DISK-MATERIAL REUSE SB GC THESE DRAWINGS AND THE PROJECT MANUAL VENDOR CONSTRUCTION SITE SCHEDULE-"Y" ARE CONFIDENTIAL AND SHALL REMAIN THE 10014 4 POS PRINTER SB SB GC TO COORDINATE WITH SB 12683 1 EDUCATION DISK-ENERGY SB GC SOLE PROPERTY OF STARBUCKS VENDOR 12686 1 EDUCATION DISK-WATER RINSE ON SB GC DESIGN IDI COUNT I DESCRIPTION I FURN. BY I INST. BY I COMMENTS CORPORATION, WHICH IS THE OWNER OF THE 10022 1 MONEY COUNTER SB SB GC TO COORDINATE WITH SB DEMAND EXTERIOR MENU COPYRIGHT IN THIS WORK. THEY SHALL NOT VENDOR BE REPRODUCED (IN WHOLE OR IN PART), 14403 1 EDUCATION DISK-WATER LOW FLOW ISB GC 14116 1 MENU BOARD-DT DIGITAL ORDER SCREEN-FLAT SB GC SHARED WITH THIRD PARTIES OR USED IN ANY 10029 6 POS BANK SB GC GC TO COORDINATE WITH SB X11224 1 MIRROR-GROUP SB GC 36"DIA, 24"DIA, 19"DIA. CONTACT BLACK MT0028 VENDOR MANNER ON OTHER PROJECTS OR ANTHONY VANDERKEILEN- 14119 1 MENU BOARD-DT 5 PANEL FREESTANDING- SB GC EXTENSIONS TO THIS PROJECT WITHOUT THE 10075 3 CUP LABELER SB SB GC TO COORDINATE WITH SB anthony.vanderkeilen©ethnicraft.com 108X65IN 2745X1650MM-FLAT BLACK MT0028 PRIOR WRITTEN CONSENT OF STARBUCKS VENDOR 14120 1 MENU BOARD-DT PRE MENU FREESTANDING- SB GC CORPORATION. THESE DRAWINGS AND 14677 1 POS-DT TENDERING REGISTER SB SB PART OF RETAIL IT EQUIPMENT 36X65IN 915X1650MM-FLAT BLACK MT0028 SPECIFICATIONS ARE INTENDED TO EXPRESS PACKAGE 15700 1 MENU BOARD-DT DIGITAL ORDER SCREEN SB GC DESIGN INTENT FOR A PROTOTYPICAL 14678 1 POS-DT EXPEDITOR SB SB PART OF RETAIL IT EQUIPMENT CONTROL BOX STARBUCKS STORE (WHICH IS SUBJECT TO PACKAGE FURNITURE SCHEDULE-"F" FENCE AND RAILING CHANGE AT ANYTIME)AND DO NOT REFLECT SECURITY ACTUAL SITE CONDITIONS. NEITHER PARTY 10024 1 SAFE LH -20X18X261N 510X455X660MM SB SB GC TO COORDINATE WITH SB DESIGN IDI COUNT I DESCRIPTION I FURN. BY I INST. BY I COMMENTS 16102 7 FENCE MESH WITH WOOD TOP RAIL-54IN 1370MM SB GC I SHALL HAVE ANY OBLIGATION NOR LIABILITY TO VENDOR CHAIR 16103 4 FENCE MESH WITH WOOD TOP RAIL-VARIABLE SB GC 1 THE OTHER (EXCEPT STATED ABOVE) UNTIL A 10028 1 SAFE BASE SB SB GC TO COORDINATE WITH SB 17612 4 CHAIR-LOUNGE MODERN SLAT BACK- SB GC OTHER WRITTEN AGREEMENT IS FULLY EXECUTED BY VENDOR WALNUT AND CHARCOAL GREY NATURAL 10042 2 BIKE RACK HOOP SB GC BOTH PARTIES. WD0077 F0188 14093 1 DT WAYFINDING GRAPHIC ORDER POINT STAR GC GC 17649 4 CHAIR-LOUNGE METAL STRAP ARMS- SB GC PATTERN-WHITE I STARBUCKS TEMPLATE VERSION 12018.10.16 I BLACK AND GREY WOVEN 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW-WHITE GC IGC SPECIALTY EQUIPMENT SCHEDULE-"E" 17852 20 CHAIR-CAFE ANGLED BACK WITH WOVEN SB GC 14101 1 IDT WAYFINDING GRAPHIC ENTRY ARROW-GREEN GC IGC SEAT-BLACK AND BROWN ROPE MT0028 14103 2 BOLLARD NONILLUMINATED SQUARE-FLAT SB GCS'" DESIGN IDI COUNT I DESCRIPTION I FURN. BY I INST. BY I COMMENTS F0194 BLACK MT0028 11111144116* COOLING 17980 2 BANQUETTE-BAJA-691N 1755MM-WALNUT SB GC 14163 1 DT ORDER POINT CANOPY FREESTANDING-FLAT SB GC 10267 5 FRIDGE UNDERCOUNTER 1 DOOR-27IN 685MM SB IGC AND CHARCOAL GREY NATURAL WD0077 BLACK MT0028 10970 1 FRIDGE REACH IN 1 DOOR LH-29IN 735MM SB IGC • F0188 X12000 1 STEEL PIPE LIGHT POST-TRASH ENCLOSURE GC IGC GC TO DETERMINE HEIGHT IN FIELD GPO Engineering and Architecture 11083 1 FRIDGE REACH IN 2 DOOR-51X35IN 1295X890MM SB IGC 18064 16 CHAIR-CAFE S-WALNUT AND HOT ROLLED SB GC X14107 13 (STEEL PIPE BOLLARD-CONCRETE FILLED GC IGC Professional Corporation 12618 1 FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF- SB GC STEEL WD0077 MT0011 520 SOUTH MAIN ST,SUITE 2531 18067 6 CHAIR-STOOL 30IN 760MM S-WALNUT AND SB GC AKRON,OH 44311 27IN 685MM HOT ROLLED STEEL WD0077 MT0011 P:330-572-2100 F:330-572-2101 13682 1 FREEZER REACH IN 2 DOOR-54IN 1370MM SB IGC DESK 17588 1 KEG DISPENSING SYSTEM-27IN 685MM-WITH SB GC KIT INCLUDES UNDERCOUNTER GPD PROJECT NO: 2016355,42 NONPLUMBED DRIP TRAY FRIDGE,TAPS, TRAY,AND TUBING 10123 1 DESK-MANAGERS WORKSTATION- SB GC EQUIPMENT 10605 1 DESK-MANAGERS WORKSTATION SB GC CEILING TREATMENT SCHEDULE-"U" (SR�p �� 10312 1 3 BREWER SOFT HEAT WARMING STAND SINGLE SB IGC KEYBOARD TRAY 10746 1 BREWER DUAL SOFT HEAT SB GC 16505 1 DESK-MANAGERS WORKSTATION SHELVES- SB GC DESIGN IDI AREA I DESCRIPTION I FURN. BY I INST. BY I COMMENTS C~ MARK S. SALOPEK 51. 10808 1 GRINDER DITTING KR1203 SB GC 1 36IN 915MM OTHERAKRON, OH rl 10856 5 BREWER SERVER SOFT HEAT SB IGC 1 MIRROR 19733 1027 SF 1ACT-CALLA-2X2FT 61X61CM GC GC PREPAINTED P588-ES 10907 1 DISHWASHER LEGS AND SKIRT SB ICC 10093 1 2 !MIRROR-RESTROOM - 18X3OIN 455X760MM IGC IGC I X11302 369 SF (VCT-WHITE-2X2FT 61X61 CM GC GC PREPAINTED P588-ES •P NO. 603Ei • 12407 2 OVEN TURBOCHEF NEXT GENERATION SB ScIOTHER PLASTIC �' o 02/28/1 9 12508 I 1 BLENDER QUIET MODEL ON COUNTER SB IGC 10756 2 COAT HOOK 1 PRONG SQUARE-2IN 50MM- SB GC 11469 129 SF (FRP-WHITE IGC IGC `:" !' • 1 12508 1 BLENDER QUIET MODEL ON COUNTER-BACK-UP SB GC TO BE IN BACK OF HOUSE SST WOOD • fj '. AgYNlA RUG T&G 1072 SF 1x6 T&G CEDAR SIDING GC GC STAINED TO MATCH WD0077 12694 I 2 ESPRESSO MACHINE MASTRENA SB GC X00001 1 " RUG-6'x9' ECODOMO FLOOR AREA RUG SB GC COLOR=BLACK HAWK; STYLE= CEDAR 15186 1 DISHWASHER HOT LOW STEAM SB GC STANDARD; FINISH =TRU10. CONTACT WD0077 248 SF WOOD-WALNUT-VERTICAL REVEAL SLAT SB GC 16623 1 SCALE DIGITAL WITH ADJUSTABLE DISPLAY MOUNT SB GC micheal@a ecodomo.com, 1-301-424-7717. MAD101 -E SMALL TABLE UJ f 17564 1 BLENDER PITCHER RINSER WITH SENSOR SB GC 11961 3 TABLE-BASE FIXED T BASE CENTER-42IN SB GC 0 Q 19559 1 NITROGEN GENERATOR ELEMENT SB GC 1065MM -HOT ROLLED STEEL MT0011 Cr .3 FOOD CASE 12311 2 TABLE-BASE FIXED T BASE END-42IN SB GC I 16238 1 1 1 FOOD CASE-ZEPHYR-661N 1675MM (SB IGC 1 1065MM-HOT ROLLED STEEL MT0011 FLOOR TREATMENT SCHEDULE-"T" M ICE 16520 4 TABLE-BASE CAFE DOME ACCENT-20X27IN SB GC N D= 10102 1 ICE-BIN B55 SB GC I 510X685MM-HOT ROLLED STEEL MT0011 DESIGN IDI AREA I DESCRIPTION I FURN. BY I INST. BY I COMMENTS i Cl) 0 It 16520 2 TABLE-BASE CAFE HEIGHT DOME ACCENT- SB GC OTHER „A 10344 1 ICE-BIN DROP IN 90LB 40KG SB GC 20IN 510MM -HOT ROLLED STEEL MT0011 12243 27 SF WALK OFF MAT-RECYCLED TIRE TILE- SB GC Y(1) 10971 1 ICE-MACHINE ICE0500HA AIR COOLED SIDE VENT SB GC 16522 1 TABLE-TOP ROUND-30IN 760MM-DARK SB GC CHARCOAL- 12X12IN 305X305MM X 19278 1 ICE-BIN DROP IN 45LB 20KG HORIZONTAL SB GC WARM BROWN WD0001 PLASTIC UJ O OTHER 17326 6 TABLE-TOP ROUND-24IN 610MM-WALNUT SB GC 19794 1801 SF 'POLYVINYL FLOOR TILE-ECO-GRIP-SLATE ISB IGC 'ADD ALTERNATE 2 I 10091 1 CUP DISPENSER TALL HOT VERTICAL SB GC WD0077 TILE (,) ' 1 NI 10099 2 RESTROOM TOILET PAPER HOLDER SB GC 17340 7 TABLE-CAFE METAL PEDESTAL BASE SB GC 18113 2052 SF TILE-GREY TEXTURED STRIPE-12X24IN SB GC GROUT GR0007: MAPEI -47 CHARCOAL; LL tV ali 10172 2 RESTROOM SEAT COVER DISPENSER SB GC SQUARE-24IN 610MM-BLACK MT0028 300X600MM LATICRETE-35 MOCHA (n 10305 1 TRASH DROP RING LINER SQUARE-BLACK SB GC 17341 2 TABLE-ACCESSIBLE METAL WITH TAPERED SB GC 0 c./5 U 10384 2 'DIAPER CHANGING STATION HORIZONTAL SB GC 1 LEGS-36X24IN 915X610MM-BLACK MT0028 Q C 10396 1 CUP DISPENSER SHORT HOT VERTICAL SB GC 18161 2 TABLE-OCCASIONAL CONCRETE ROUND- SB GC . C Q,, p 10467 1 FILE CABINET 2 DRAWER SB GC 181N 455MM-BEIGE CHARCOAL OMBRE 0 0 CT0001 CT0002 10501 2 I FIRE EXTINGUISHER SB GC 18162 1 TABLE-OCCASIONAL CONCRETE ROUND- SB GC WALL BASE SCHEDULE-"B" Z rt Q C� 0 12 10769 2 RESTROOM GRAB BAR VERTICAL-18IN 455MM SB GC co 28IN 710MM-BEIGE CHARCOAL OMBRE 1 0) 10791 2 CUP DISPENSER GRANDE VENTI COLD VERTICAL SB GC CT0001 CT0002 DESIGN ID I LENGTH I DESCRIPTION I FURN. BY I INST. BY I COMMENTS w (� 0 O Q I— 10855 2 'CUP DISPENSER GRANDE VENTI HOT VERTICAL ISB IGC 18668 2 TABLE-OCCASIONAL S ROUND-WALNUT SB GC STEEL BASE C9 I-s N o1 10858 1 !CUP DISPENSER TALL COLD VERTICAL SB GC AND HOT ROLLED STEEL WD0077 MT0011 X1448 123'-7" !FLAT BAR STEEL BASE, MT0028 ISB IGC I PROVIDED BY PREMIER 0 0 0 I 10859 2 I RESTROOM GRAB BAR-48IN 1220MM SB GC 18695 1 TABLE-OCCASIONAL COFFEE CAMERON- SB GC TILE BASE E w (0 F-- toCi) 1 10862 2 I RESTROOM GRAB BAR-36IN 915MM (SB GC BEIGE GREY MT0043 14280 453'-7" TILE BASE-WARM DARK GREY-6X12IN SB GC GROUT GR0008: MAPEI-10 BLACK; ; 1 10947 1 SOAP DISPENSER WALL MOUNTED ISB GC 19290 2 TABLE-ACCESSIBLE BASSAMFELLOWS SB GC 150X305MM LATICRETE -45 RAVEN; USE WITH STORE #: 418 0 1 10977 3 PAPER TOWEL DISPENSER FULL SIZE- SB GC ROUND-42IN 1065MM-WALNUT WD0077 OUTSIDE CORNER TILE 14281 o TRANSLUCENT GRAY PROJECT #: 04753-029 N 11115 3 SOAP DISPENSER SINK MOUNTED ISB IGC ISSUE DATE: 02.25.19 SUBMITTAL E 11130 6 CORNER GUARD-0.3751N 10MM-ANODIZED SB GC DESIGN MANAGER: JOHN PARK v ALUMINUM WALL TREATMENT(AREA)SCHEDULE-"Q" LEEDOAP: aQ 11815 5 CORNER GUARD-1.251N 30MM-HOT ROLLED SB GG PRODUCTION DESIGNER: GUY RIPLEY STEEL MUA DESIGN IDI AREA I DESCRIPTION I FURN. BY I INST. BY I COMMENTS PAINT SCHEDULE CHECKED BY: 0 13330 1 MOBILE CUP DISPENSER CADDY ISB IGC Q- X20001 552 SF METAL-DARK BRONZE GC GC BERRIDGE THIN-LINE SMOOTH METAL COLOR CODE DESCRIPTION LRV I FURN. BY INST. BY COMMENTS '1t7D1 13584 1 CUP DISPENSER TRENTA COLD VERTICAL ISB IGC PANEL SYSTEM -LOW PROFILE P588-ES SW-AGREEABLE GRAY; NCS/AKZO NOBEL- 62 GC GC SW7029-GC TO SUBMIT Revision Schedule N STORAGE PAINT STRATOSPHERE DRAW-DOWN FOR APPROVAL, USE 10222 1 'WIRE SHELF GRID AT SINK SB GC I PRIMER CP-1; NCS-S 2002-Y5OR; Rev Date By Description XP561-ES 145 SF SW-URBAN BRONZE GC GC SW7048, USE PRIMER CP-1; NCS-S D 10293 1 10 COMP LOCKER SB GC 5030-Y10R;AKZO NOBEL-20YY 23/264 AKZO NOBEL-40YY 73/028 CJ 10416 9 WORKROOM SHELVING-36IN 915MM SB GC PLASTIC P588-SG SW-AGREEABLE GRAY; NCS/AKZO NOBEL- STRATOSPHERE 62 GC GC SW7029-GC TO SUBMIT DRAW-DOWN FOR APPROVAL, USE 10462 9 WORKROOM SHELVING POSTS SB GC 11469 11404 SF I FRP-WHITE IGC IGC 1 PRIMER CP-1; NCS-S 2002-Y5OR; 10698 1 MOP RACK WITH 3 HOLDERS SB GC TILE AKZO NOBEL-40YY 73/028 11104 1 10 COMP LOCKER BASE SB GC 14279 546 SF TILE-WARM DARK GREY- 12X24IN SB GC GROUT GR0008: MAPEI - 10 BLACK; XP561-ES SW-URBAN BRONZE 17 GC GC SW7048, USE PRIMER CP-1; NCS- • - 2 13578 1 IDISHWARE DRYING RACK-21IN 535MM ISB GC I 305X610MM LATICRETE-45 RAVEN S 5030-Y10R;AKZO NOBEL-20YY SHEET"TITLE: 0- 15699 1 PARTNER WORK CENTER SB GC I 14390 1288 SF TILE-NAYA-OFF WHITE-2X8IN 50X200MM SB GC I GROUT: MAPEI-10 BLACK, OR EQUAL 23/264 FF & E SCHEDULES 17255 1 PASTRY TRAY CART-601N 1525MM SB GC WALL COVERING co PASTRY TRAY CART-60IN 1525MM 18975 467 SF VINYL WALL PROTECTION-UPLIFT-BONE SB GC to 17264 1 ROLLING PASTRY TRAY THAW RACK-20X26IN SB GC WHITE SCALE: AS SHOWN 510X660MM WOOD 0 17639 1 WORKROOM CART-24IN 610MM SB GC I WD0077 250 SF WOOD-WALNUT-VERTICAL REVEAL SLAT SB GC SHEET NUMBER: N MAD101 CO N N 101 4(Mil • CASEWORK FINISH SCHEDULE CASEWORK SCHEDULE-"C" *) - 111 i kk ENGINE ZONE I MATERIAL DESCRIPTION I FINISH CODE I COMMENTS DESIGN ID I COUNT I DESCRIPTION I FURN. BY I INST. BY I COMMENTS A CABINET COMPOSITE-BRUSHED DARK GREY(CORIAN-CARBON CONCRETE) 17573 1 CABINET-COUNTER SUPPORT PANEL-3IN 75MM ISB GC COUNTERTOPS-BACKBAR COMPOSITE-BRUSHED DARK GREY(CORIAN- CP0057 17574 3 CABINET-SINK OR ICE-15IN 380MM ISB GC CARBON CONCRETE) 17575 1 . CABINET-SINK OR ICE-20IN 510MM SB GC COUNTERTOPS-CONDIMENT COMPOSITE-BRUSHED DARK GREY(CORIAN- CP0057 17580 2 CABINET-CBE TEA SHELF-29IN 735MM-FLAT SB GC 4 III CART CARBON CONCRETE) BLACK MT0028 COMPOSITE-WHITE WITH VEINING(CORIAN-RAINCLOUD) 17581 1 CABINET-CBE DRY INCLUSION SHELF-23IN SB GC R O COUNTERTOPS-ESPRESSO COMPOSITE-WHITE WITH VEINING (CORIAN- CP0002 585MM-FLAT BLACK MT0028 RAINCLOUD) 17740 1 CABINET-30IN 760MM ISB GC ©2018 STARBUCKS COFFEE COMPANY COUNTERTOPS-FRONTBAR COMPOSITE-WHITE WITH VEINING(CORIAN- CP0002 17741 2 CABINET- 151N 380MM ISB GC R RAINCLOUD) 17743 3 CABINET-POS-30IN 760MM SB GC STARBUCKS® COUNTERTOPS-SHROUD COMPOSITE-WHITE WITH VEINING(CORIAN- CP0002 17744 1 CABINET-POS BRIDGE-221N 560MM SB GC 2401 UTAH AVENUE SOUTH RAINCLOUD) METAL-FLAT BLACK POWDERCOAT 17745 3 CABINET-DRAWER- 15IN380MM SB GC SEATTLE, WASHINGTON 98134 17747 4 CABINET-TRASH-15IN 380MM SB GG CABINETS-DOOR PULL METAL-FLAT BLACK POWDERCOAT MT0028 (206) 318-1575 — — 17893 1 CABINET-TRASH SHROUD-15IN 380MM SB I GC CABINETS-UNDERCOUNTER METAL-FLAT BLACK POWDERCOAT MT0028 17896 1 CABINET-CUBBY-151N 380MM SB I GC THESE DRAWINGS AND THE PROJECT MANUAL ICE BIN METAL-STAINLESS STEEL-BRUSHED 18122 1 CABINET-SINK OR ICE-161N 405MM ISB GC I ARE CONFIDENTIAL AND SHALL REMAIN THE 19279 1 CABINET-ESPRESSO CUBBY WITH OPEN BACK- SB GC SOLE PROPERTY OF STARBUCKS CABINETS-CABINET LEG METAL-STAINLESS STEEL-BRUSHED #4 BRUSHED 101N 255MM CORPORATION, WHICH IS THE OWNER OF THE 16GA COPYRIGHT IN THIS WORK. THEY SHALL NOT CABINETS-UNDERCOUNTER METAL-STAINLESS STEEL-BRUSHED #4 BRUSHED 19280 1 CABINET-ESPRESSO CUBBY WITH OPEN BACK- SB GC BE REPRODUCED (IN WHOLE OR IN PART), ICE BIN 16GA 15iN 380MM SHARED WITH THIRD PARTIES OR USED IN ANY COUNTERTOPS-HAND SINK METAL-STAINLESS STEEL-BRUSHED #4 BRUSHED 19281 1 CABINET-ICE 81N STAINLESS-201N 510MM SB GC MANNER ON OTHER PROJECTS OR 16GA CAFE EXTENSIONS TO THIS PROJECT WITHOUT THE PLAM-MOTTLED BLACK 12236 1 CONDIMENT CART SINGLE TOP SOLID SURFACE SB IGC I PRIOR WRITTEN CONSENT OF STARBUCKS CABINETS-UNDERCOUNTER I PLAM-MOTTLED BLACK I PL0019 I 13374 1 CONDIMENT CART SINGLE BASE FRAME SB GC NOT PROVIDED BY CASEWORK CORPORATION. THESE DRAWINGS AND VENDOR SPECIFICATIONS ARE INTENDED TO EXPRESS WOOD-WALNUT 13377 1 CONDIMENT CART SINGLE FINISH PANELS ISB GC DESIGN INTENT FOR A PROTOTYPICAL TABLE TOP-SIT HERE (WOOD-WALNUT WD0077 STARBUCKS STORE (WHICH IS SUBJECT TO WOOD-WALNUT-VERTICAL REVEAL SLAT 13399 1 CONDIMENT CART SINGLE METAL TOP SB GC NOT PROVIDED BY CASEWORK CHANGE AT ANYTIME)AND DO NOT REFLECT FINISH PANELS-CONDIMENT WOOD-WALNUT-VERTICAL REVEAL SLAT WD0077 BY WINDFALL LUMBER. 5"EASTERN ASSEMBLY VENDOR ACTUAL SITE CONDITIONS. NEITHER PARTY CART MAD101 BLACK WALNUT CLADDING, DEAD FLAT 14899 2 CAFE-SIT HERE TABLE TOP-VARIABLE LENGTH ISB IGC SHALL HAVE ANY OBLIGATION NOR LIABILITY TO 107 WB VARNISH 15219 2 MERCH FEATURE CUBE FREESTANDING TALL- SB GC NOT PROVIDED BY CASEWORK THE OTHER (EXCEPT STATED ABOVE) UNTIL A FINISH PANELS-FRONTBAR WOOD-WALNUT-VERTICAL REVEAL SLAT WD0077 BY WINDFALL LUMBER. 5"EASTERN DARK WARM BROWN WD0001 VENDOR WRITTEN AGREEMENT IS FULLY EXECUTED BY MAD101 BLACK WALNUT CLADDING, DEAD FLAT X00226 1 MENU SHELVES SB GC I WD0077 FINISH BOTH PARTIES. 107 WB VARNISH X00227 2 DT SHELVES ISB GC I WD0077 FINISH COUNTERTOP 1 STARBUCKS TEMPLATE VERSION 12018.10.16 I 17576 1 COUNTERTOP-CBE-LF-111IN 2820MM SB GC 17809 1 COUNTERTOP-HAND SINK WITH LOW SPLASH SB GC STAINLESS- 15IN 380MM 17824 1 COUNTERTOP-DT POS-LF-VARIABLE LENGTH SB I GC 17828 1 COUNTERTOP-BACKSPLASH-VARIABLE SB GC211!"...54t4.121644.44A LENGTH 17830 1 COUNTERTOP-POS-82IN 2085MM ISB GC I GPD Engineering and Architecture 18720 1 COUNTERTOP-BREW WITH TRASH DROP-LF- SB GC Professional Corporation 90IN 2285MM 520 SOUTH MAIN ST,SUITE 2531 AKRON,OH 44311 18852 I 1 COUNTERTOP -FRONTBAR MOP-30IN 760MM SB IGC P:330-572-2100 F:330-572-2101 18868 I 1 (COUNTERTOP-FRONTBAR CAP-30IN 760MM SB I GC 18871 I 1 (COUNTERTOP-FRONTBAR- 18IN 455MM SB GC I GPD PROJECT NO: 2016355.42 19282 1 COUNTERTOP-ESPRESSO METRO- 108IN SB GC2745 , D C' 19283 1 COUNTERTOP-FRONTBAR CAP-1081N 2745MM ISB GC Gj ' 19377 1 COUNTERTOP-FRONTBAR NITRO-45IN 1145MM SB GC ( MARKS SALOPEK 19710 1 COUNTERTOP-WARMING-LF-751N 1905MM SB IGC :4 C.: X18880 1 CUSTOM-COUNTERTOP-HANDOFF CORNER SB GC AliRO ()H CHAMFERED • NO. 6036 • DIEWALL02/28/19 17831 1 DIEWALL-POS-821N 2085MM ISB IGC I '� 18853 1 DIEWALL-301N 760MM SB GC C #1111V ! 18859 1 DIEWALL-45IN 1145MM SB GC ► ! 18872 1 DIEWALL-HANDOFF INLINE-18IN 455MM ISB GC 19285 I 1 DIEWALL-ESPRESSO-108IN 2745MM ISB GC I X18881 I 1 CUSTOM-DIEWALL-CORNER CHAMFERED I SB I GC FIT KIT W 17894 I 2 I FIT KIT-CABINET FILLER PANEL ISB I GC 0_ OTHER Ten 11155 2 ESPRESSO MACHINE PUMP MOUNT- 10X10IN SB GC d255X255MM co Lu18855 1 SHROUD-30IN 760MM ISB GC Q 19284 1 SHROUD- 108IN 2745MM ISB GC 0 It i PANEL CO }, U) 17832 1 PANEL-82IN 2085MM SB GC IY 18854 1 PANEL-301N 760MM SB GG LLI 0 18860 1 PANEL-45IN 1145MM SB IGC �r 1 18873 1 PANEL-18IN 455MM SB GC L• 0 +1- 19286 1 PANEL- 108IN 2745MM ISB IGC — CV to X18882 I 1 CUSTOM-PANEL-CORNER CHAMFERED I SB IGC N 0 N- Li w w Q_ Q� Io ¢ o O 12z < ( 0 H U Q U a Q W V W CD (N o a � U M oma. 1-'' 0- r- 1— LID P-- .1- STORE #: 418 0 co PROJECT #: 04753-029 C ISSUE DATE: 02.25.19 SUBMITTAL E DESIGN MANAGER: JOHN PARK 0 PRODUCTION DESIGNER: GUY RIPLEY 0 >, CHECKED BY: N L Revision Schedule 9) Rev I Date By Description EnD U I 2 SHEET TITLE: cori CASEWORK AND EQUIP. (N 6 SCHEDULES co t:-.: SCALE: AS SHOWN 0) 475 - N SHEET NUMBER: CO (N 1602 N Y - ABBREVIATIONS PLUMBING SYMBOL LEGEND VALVES PIPING GENERAL PLUMBING NOTES 11learr-IIN AFF ABOVE FINISHED FLOOR S OR W SANITARY OR WASTE PIPING ABOVE SLAB GENERAL SOIL.WASTE.AND VENT PIPING 1. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL ;16 AHJ AUTHORITIES HAVING JURISDICTION PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON SEE THE PROJECT MANUAL FOR PIPE MATERIALS. ALL HORIZONTAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, APPROX APPROXIMATE - - S OR W SANITARY OR WASTE PIPING BELOW SLAB PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND RUNS SHALL DRAIN AT A GRADE OF 1/4" PER FOOT(21MM PER METER) CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY - V VENT PIPING COMPONENT ISOLATION. SEE PROJECT MANUAL FOR TYPES. INSTALL WHERE POSSIBLE BUT IN NO CASE LESS THAN 1/8" PER FOOT(10MM BECOME DAMAGED DURING THE COURSE OF WORK. BLDG BUILDING - VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDED PER METER)WHERE ALLOWED & SIZED PER AHJ AND CODE. GW GW GREASE WASTE STAINLESS STEEL HOSE (UNLESS OTHERWISE NOTED) BETWEEN VALVE 2. EXPOSED/SURFACE MOUNTED PIPING IS ONLY ALLOWED IN THE BAR CLG CEILING AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S COORDINATE WITH LOCAL AUTHORITIES FOR DRAINAGE AREA UNDER COUNTERTOPS, WHERE IT DOES NOT OBSTRUCT 4 lb CONST CONSTRUCTION CD CD CONDENSATE DRAIN SPECIFICATIONS. LOCATE SHUT-OFF VALVES ADJACENT TO EQUIPMENT REQUIREMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE CABINETS/DEVICES AND WHERE APPROVED BY STARBUCKS CW DOMESTIC COLD WATER FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT TO FLOOR SINKS. INDIRECT DRAIN LINES ARE TO MAINTAIN MIN. 1" CONSTRUCTION MANAGER. IF ROUTED THROUGH CABINETS, IT O CXA COMMISSIONING AGENT —`—` CW COLD WATER PIPING MOVING EQUIPMENT. SHUT OFF VALVES TO BE BALL TYPE. VALVES SHALL (25MM)AIR GAP ABOVE FLOOR SINKS. PROVIDE PIPED DRAIN (P-TRAP SHALL BE ROUTED TO MAXIMIZE STORAGE SPACE AND BE HW HOT WATER PIPING BE LISTED/APPROVED FOR USE PER AUTHORITIES HAVING JURISDICTION AND VENT) TO SANITARY IF REQUIRED BY LOCAL JURISDICTION. PROTECTED FROM DAMAGE. 0 2018 STARBUCKS COFFEE COMPANY DEG DEGREES (AHJ)AND CODE REQUIREMENTS. PROVIDE VALVE IDENTIFICATION PER DN DOWN CWF CWF COLD WATER FILTERED THE PROJECT MANUAL FOR MAIN WATER SERVICE SHUT-OFF AND ANY CONDENSATE DRAINAGE PIPING 3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR STARBUCKS® DTL DETAIL CWN CWN COLD WATER NANO FILTERED OTHER VALVES WHICH ARE NOT CLEARLY EVIDENT WHAT THEY SERVE. THE PLUMBING CONTRACTOR SHALL PROVIDE CONDENSATE DRAINS ARRANGEMENT OF SYSTEM(S). FURNISH AND INSTALL ALL DWG(S) DRAWING(S) FOR AIR HANDLING UNITS AND STARBUCKS EQUIPMENT(REFER TO COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE A 2401 UTAH AVENUE SOUTH CWS CWS COLD WATER SOFTENED SUPPLY WATER SERVICE SCHEDULE). CONDENSATE DRAINAGE PIPING SHALL BE TYPE "M" SEATTLE, WASHINGTON 98134 EA EACH IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI, COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED COMPLETE AND OPERATING SYSTEM. OVERALL CASEWORK EC ELECTRICAL CONTRACTOR TW TW TEMPERED WATER PROVIDE A PRESSURE REGULATOR IN MAIN SUPPLY TO REDUCE WATER WITH 50/50 SOLDER. COMPONENT DIMENSIONING ON PLUMBING DETAILS ARE SHOWN (206) 318-1575 ELEC ELECTRICAL RO RO REVERSE OSMOSIS WATER PRESSURE. PROVIDE BACKFLOW PREVENTION ON WATER SERVICE FOR REFERENCE AND COORDINATION ONLY. ' EMER EMERGENCY IF REQUIRED BY LOCAL CODES. HANGERS AND SUPPORTS THESE DRAWINGS AND THE PROJECT MANUAL EXIST EXISTING G G GAS PIPING THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE 4. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES ARE CONFIDENTIAL AND SHALL REMAIN THE EXT EXTERIOR RD RD REFRIGERANT DISCHARGE PIPING THERMOSTATIC MIXING VALVE SUPPORTS REQUIRED FOR EQUIPMENT AND MATERIAL IN ACCORDANCE REQUIRED BY OTHER TRADES, AND NOTIFY STARBUCKS SOLE PROPERTY OF STARBUCKS PROVIDE A SINGLE THERMOSTATIC MIXING VALVE (TMV) LOCATED AT HOT WITH SPECIFICATIONS. ALL HORIZONTAL RUNS OF PIPING SHALL BE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CORPORATION, WHICH IS THE OWNER OF THE FD FLOOR DRAIN RS RS REFRIGERANT SUCTION PIPING WATER TANK AND SET FOR 120° (OR AS REQUIRED BY AHJ)TO SERVE SUPPORTED BY PIPE HANGERS INSTALLED AS REQUIRED BY LOCAL PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE COPYRIGHT IN THIS WORK. THEY SHALL NOT FS FLOOR SINK HAND SINKS. MIXING VALVE TO BE INSTALLED PER MANUFACTURER'S CODES. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL BE REPRODUCED (IN WHOLE OR IN PART), F&I FURNISH & INSTALL REQUIREMENTS WITH CHECK VALVES AT SUPPLY INLETS. PROVIDE REQUIRED TO PREVENT SAGGING. DIMENSIONS TO BE TAKEN FROM ACTUAL BUILDING DIMENSIONS. SHARED WITH THIRD PARTIES OR USED IN ANY FOIC FURNISHED BY OWNER, 101 BV BALL VALVE THERMOMETER ON OUTLET OF TMV. SEE THE PROJECT MANUAL FOR MANNER ON OTHER PROJECTS OR INSTALLED BY CONTRACTOR REQUIREMENTS. CONNECTIONS 5. THE PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING WORK EXTENSIONS TO THIS PROJECT WITHOUT THE F010 FURNISHED BY OWNER, ---[>< GV GATE VALVE INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND PRIOR WRITTEN CONSENT OF STARBUCKS INSTALLED BY OWNER TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ALL OTHER CORPORATION. THESE DRAWINGS AND FLR FLOOR CONNECT PIPING MATERIALS OF DISSIMILAR METALS. DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR FIXTURES IN SPECIFICATIONS ARE INTENDED TO EXPRESS FT FOOT/FEET -NCH.V CHECK VALVE PLUMBING FIXTURES CASEWORK AND PLUMBING DETAILS. SEE THE PROJECT MANUAL DESIGN INTENT FOR A PROTOTYPICAL FCO FLOOR CLEANOUT CLEANOUTS FOR PLUMBING SPECIFICATION SECTIONS. STARBUCKS STORE (WHICH IS SUBJECT TO RV RELIEF VALVE PROVIDE FLOOR AND WALL CLEANOUTS AS INDICATED ON THE CHANGE AT ANYTIME)AND DO NOT REFLECT GC GENERAL CONTRACTOR WATER HEATER DRAWINGS OR WHERE REQUIRED BY CODE IN ALL SOIL, WASTE, AND 6. ALL PIPING AND/OR PLUMBING DEVICES SHALL BE SUPPORTED FROM ACTUAL SITE CONDITIONS. NEITHER PARTY GFCI GROUND FAULT CIRCUIT INTERRUPTER ?• SIZE WATER HEATER PER STARBUCKS STANDARD AND PER AUTHORITIES DRAIN LINES. SEE THE PROJECT MANUAL FOR TYPES. CLEANOUTS STRUCTURE (NOT FROM HVAC DUCTS OR OTHER PIPES/CONDUITS). SHALL HAVE ANY OBLIGATION NOR LIABILITY TO GW GREASE WASTE � HB HOSE BIBB HAVING JURISDICTION (AHJ), WHICHEVER IS MORE STRINGENT. PROVIDE A SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN THE OTHER (EXCEPT STATED ABOVE) UNTIL A GLASS-LINED, ENERGY EFFICIENT, GAS FIRED (OR ELECTRIC EQUIVALENT) 4"WILL NOT BE REQUIRED. WRITTEN AGREEMENT IS FULLY EXECUTED BY HR HOUR SHOCK ABSORBER WATER HEATER. PROVIDE INSTALLATION COMPLETE WITH FITTINGS AS BOTH PARTIES. HVAC HEATING, VENTILATION,AND AIR SHOWN IN THE DRAWINGS. SET HOT WATER TEMPERATURE AT 140° F OR INSTALLATION GENERAL NOTES CONDITIONING ADJUST AS REQUIRED BY AHJ. PROVIDE THERMOMETER ON HOT WATER INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET I STARBUCKS TEMPLATE VERSION 12018.10.16 I HW HOT WATER Ii STRAINER PIPE LEAVING WATER HEATER. STANDOFFS FROM MOUNTING SURFACES SUFFICIENT TO ALLOW 1" HS HANDSINK (25MM)OF CLEANING SPACE ALL AROUND PIPING, INCLUDING ANY SCOPE HWS HOT WATER SUPPLY iWCO WALL CLEANOUT WATER FILTRATION ADDED PIPING INSULATION. INSTALL FITTINGS FOR CHANGES IN THE INTENT OF THE PROJECT MANUAL AND THE DRAWINGS IS TO HWR HOT WATER RETURN STARBUCKS WATER FILTRATION VENDOR WILL PROVIDE FILTRATION DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. LL LANDLORD -0- FCO FLOOR CLEANOUT SYSTEM. CONTRACTOR SHALL CONFIRM WITH STARBUCKS CONSTRUCTION PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM BOARD THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, AND MANAGER WHETHER VENDOR OR PLUMBING CONTRACTOR IS TO INSTALL PARTITIONS, CONCRETE FLOOR AND ROOF SLABS. SEAL PIPE EQUIPMENT RELATED TO THE INSTALLATION OF THE PLUMBING WORK. ///21.744 26...:24; 111,Ae . LV LOW VOLTAGE FILTRATION SYSTEM. PROVIDE AND COORDINATE INSTALLATION COMPLETE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRE STOPPING III FS FLOOR SINK WITH ALL PIPING, FITTINGS,AND EQUIPMENT AS INDICATED ON THE SEALANT MATERIAL PER CODE REQUIREMENTS. DO NOT INSTALL PEX SITE EXAMINATION GPD Engineering and Architecture MAX MAXIMUM DRAWINGS. PIPING IN RATED WALLS OR THROUGH RATED FLOORS. INSTALL PER THE CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE MC MECHANICAL CONTRACTOR Professional Corporation M WM WATER METER MANUFACTURER'S INSTRUCTIONS AND ENSURE PROPER PROTECTION FIXTURES, EQUIPMENT, AND PIPING WILL BE INSTALLED AND WILL 520 SOUTH MAIN ST,SUITE 2531 MDP MAIN DISTRIBUTION PANEL CONNECTIONS OF PEX PIPING FROM METAL EDGES. UNDERGROUND WATER AND REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER AKRON,OH 44311 MECH MECHANICAL THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM INSTALLATION OF THE PLUMBING WORK. P:330-572-2100 F:330-572-2101 MEP MECHANICAL, ELECTRICAL, AND PLUMBING 0POC CONNECT TO EXISTING EQUIPMENT INCLUDING REQUIRED MATERIAL SUCH AS PIPING, VALVES, HORIZONTAL SPACING AS REQUIRED BY CODE, EXCAVATED TO THE MFG MANUFACTURER FILTERS, TRAPS, CHECKS VALVES,VACUUM BREAKERS, AND FLEXIBLE AND PROPER DEPTH AND GRADED TO PRODUCE THE REQUIRED FALL. STANDARDS GPD PROJECT NO: 2016355.42 ' MIN MINIMUM RIGID TUBING. EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE APPROPRIATE MS MOP SINK TESTING PROVISIONS OF CSA, ULC, ASME, ASTM, UL, NEMA, ANSI, ASHRAE, NEPA, ��Eo PROFS SCHEDULES ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. s NL NIGHTLIGHT .� GINE, �O REFER TO SCHEDULES ON DRAWINGS FOR A DESCRIPTION OF LISTED ITEMS ARE c9 NTS NOT TO SCALE AND FURNISH ANY AND ALL PLUMBING FIXTURES LISTED AS "GC". ANY BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE CODES `" -' DISCREPANCIES ABOUT WHO IS TO PROVIDE PLUMBING FIXTURES IN THE PLUMBING ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL89 08PE _ PC PLUMBING CONTRACTOR SCHEDULE SHALL BE BROUGHT TO STARBUCKS ATTENTION FOR CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE PS PREP SINK CLARIFICATION. INSTALL ALL FIXTURES LISTED REGARDLESS OF WHO REQUIRED BY LOCAL AUTHORITY. TEST WATER PURITY ACCORDING TO OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE - "` POC POINT OF CONNECTION SUPPLIES. LOCAL REQUIREMENTS AND SUBMIT CERTIFIED TEST RESULTS TO CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE R G c"i ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM t9 6'4.P. s°99 2Q AN 2 REF REFERENCE HAND SINK STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. , LI_ �� REQ'D REQUIRED IF FAUCET HAS A TEMPERATURE LIMIT STOP, IT IS TO BE REMOVED SO THAT IDENTIFICATION CC REV REVISION TEMPERED WATER FROM THE WATER HEATER IS NOT FURTHER REDUCED. PROVIDE PIPE IDENTIFICATION EVERY 10 FT(EXCEPT WHERE PIPES ARE PERMITS AND FEES cn HOT WATER 100° - 110° F (34° -43°C)MUST BE ABLE TO REACH SINK WITHIN EXPOSED TO PUBLIC) IN ACCORDANCE WITH SPECIFICATIONS. THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, Emma& 12/31/2020 SHT SHEET 15 SECONDS. AND INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING WORK. SF SQUARE FEET O SPECS SPECIFICATION(S) UTILITY SINKS WARRANTY W SST STAINLESS STEEL UTILITY SINKS ARE TO DELIVER A WATER TEMPERATURE RANGE OF CARBONATION THE CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO LLI cc Q TEL TELEPHONE 110°- 120° F (43°-49°C). BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIODIX I OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY CO TEMP TEMPORARY DISHWASHERSTARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK YfY TMV TEMPERATURE MIXING VALVE IF APPLICABLE TO PROJECT SCOPE FOR CBE STATION, STARBUCKS G.C. TO FURNISH AND INSTALL POWER CORD FOR DISHWASHER PER CARBONATION VENDOR WILL PROVIDE AND INSTALL EQUIPMENT, CO2 PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING O TW TEMPERED HOT WATER D Co JURISDICTIONAL REQUIREMENTS. IF EQUIPMENT IS SPECIFIED AS TANKS AND FITTINGS. STARBUCKS SHALL PROVIDE AND CONTRACTOR WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS TYP TYPICAL N HOBART ADVANSYS, THE UNIT IS TO BE PLUMBED WITH COLD, NON- SHALL INSTALL CO2 TANK MOUNTING BRACKET, PROTECTIVE SHELVING AND WORKMANSHIP. FILTERED WATER. IF THE WATER FILTRATION SYSTEM IS A PENTAIR UNIT AND CO2 GAS TUBING AS SHOWN ON DRAWINGS AND PER )♦^ UC UNDER COUNTER CONFIGURATION II OR III, THEN THE COLD, NON-FILTERED WATER MUST MANUFACTURER'S INSTRUCTIONS. MAXIMUM TUBING LENGTH C/ CU UNO UNLESS NOTED OTHERWISE ALSO BE SOFTENED. INCLUDING COILED ENDS IS 100 FT (30 M)AND MAXIMUM BEND IS TO 3 CV VENT INCH (75 MM) MINIMUM RADIUS. ROUTE CO2 TUBING PREFERABLY LLI THROUGH WALL AND/OR CEILING CAVITIES, WITHOUT KINKS AND SO AS W SANITARY WASTE TO NOT TOUCH ANY HOT SURFACE (BALLAST, STEAM PIPE, ETC.)OR RUB 0 'Vj- 0 WCO WALL CLEANOUT INSULATION AGAINST A SHARP MUST BE SEALED WIDGE THAT MAY TH A GROMMETOR ESCUTR CUT TUBING.CHEON.CHEON. TUBINGLL IS TOL BE LL N F- WH WATER HEATER SECURED TO APPROPRIATE PERMANENT SURFACES TO KEEP IT OFF THE ON- WP WEATHER PROOF WATER PIPING FLOOR OR CABINET BOTTOMS AND AWAY FROM OTHER EQUIPMENT. c!) 07 CD PROVIDE THERMAL INSULATION PER THE SPECIFICATIONS. UNLESS LABEL BOTH ENDS OF TUBING AND REGULARLY AT TEN (10) FOOT I— Q a. , I- OTHERWISE REQUIRED BY THE LOCAL AUTHORITY OR ENERGY CODES, THE INTERVALS ALONG ROUTE AS "CO2." til tit N MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: 2 �0 Q ^� 0 0 1.L. PIPE SIZE (DIAMETER) INSULATION THICKNESS Z < (0 0 LESS THAN OR EQUAL TO 1 1/2"(38MM) = 1"(24MM) N ITROG E NATIO N v Q Q Q W t9 W 2" (51MM)OR GREATER = 1 1/2" (38MM) STARBUCKS NITROGENATION VENDOR WILL PROVIDE AND INSTALL 0 �J 3 N _ a _ o C'� N EQUIPMENT AND FITTINGS IF APPLICABLE TO PROJECT SCOPE FOR d I-- . d F- E (INSULATION VALUE = K VALUE NOT EXCEEDING 0.27 BTU*INCH (H*FT2*F) NITRO STATION. GENERAL CONTRACTOR SHALL COORDINATE NITRO D SYSTEM INSTALLATION WITH STARBUCKS VENDOR. o SAFETY COVERS STORE #: 418 0 FURNISH AND INSTALL SPECIFIED NO SCALD SAFETY COVERS WITH PROJECT #: 04753-029 Q INSULATED FOAM LINER AND TAMPER PROOF STRAP AT ALL EXPOSED ADA U SINK P-TRAPS AND WATER SUPPLIES AND AS REQUIRED BY JURISDICTION . ISSUE DATE: 02.25.19 SUBMITTAL 0 DESIGN MANAGER: JOHN PARK W LEEDOAP: U PRODUCTION DESIGNER: GUY RIPLEY N CHECKED BY: 0 0 Revision Schedule L Rev Date By Description cn D 0 2SHEET TITLE: a- c) 0 PLUMBING NOTES U eo N SCALE: AS SHOWN 0) o SHEET NUMBER: N CD N ' Pool N SYSTEM COMMISSIONING 4111f4Are-IN *-- likk_, CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING "^ CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS ill k STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1) SUPPORT STARBUCKS COMMISSIONING AGENT(CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; Q 2) PERFORM TESTING,ADJUSTING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS ©2018 STARBUCKS COFFEE COMPANY CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE STARBUCKS® TESTING AND SUBMIT REPORTS. CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: 2401 UTAH AVENUE SOUTH A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE SEATTLE, WASHINGTON 98134 NOT LIMITED TO, DOMESTIC HOT WATER GENERATION, HVAC (206) 318-1575 SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, ' LIGHTING CONTROLS, AIR CURTAINS, BUILT-IN REFRIGERATION THESE DRAWINGS AND THE PROJECT MANUAL EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS B. CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN CORPORATION, WHICH IS THE OWNER OF THE PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE COPYRIGHT IN THIS WORK. THEY SHALL NOT OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND BE REPRODUCED (IN WHOLE OR IN PART), INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. SHARED WITH THIRD PARTIES OR USED IN ANY CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL MANNER ON OTHER PROJECTS OR WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM EXTENSIONS TO THIS PROJECT WITHOUT THE IN THE SCHEDULE OF VALUES. PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND C. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH SPECIFICATIONS ARE INTENDED TO EXPRESS THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DESIGN INTENT FOR A PROTOTYPICAL DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED STARBUCKS STORE (WHICH IS SUBJECT TO TOTALLY COMPLETE,AND ACCESSIBLE TO STARBUCKS CXA FOR CHANGE AT ANYTIME)AND DO NOT REFLECT INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE ACTUAL SITE CONDITIONS. NEITHER PARTY TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION SHALL HAVE ANY OBLIGATION NOR LIABILITY TO VERIFICATION. THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY D. INSTALLATION VERIFICATION SHALL BE PERFORMED BY BOTH PARTIES. STARBUCKS CXA. CONTRACTOR SHALL SUPPORT STARBUCKS CXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY. I STARBUCKS TEMPLATE VERSION 12018.10.16 I PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED CORRECTLY. E. CONTRACTOR SHALL BE READILY AVAILABLE DURING :EA6. INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES ORM 44e1 DEFECTS DISCLOSED BY THE INSTALLATION VERIFICATION PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER GPD Engineering and Architecture WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. Professional Corporation F. ALL HVAC, EXHAUST FAN, AND AIR CURTAIN EQUIPMENT SHALL 520 SOUTH MAIN ST,SUITE 2531 AKRON,OH 44311 BE TESTED,ADJUSTED AND BALANCED BY THE CONTRACTOR'S P:330-572-2100 F:330-572-2101 TESTING, ADJUSTING AND BALANCE AGENT( SEE TESTING, ADJUSTING AND BALANCING)AFTER THE SYSTEM IS VERIFIED TO GPD PROJECT NO: 2016355.42 BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE WITH THE REQUIREMENTS OF THESE vD PROS .. DOCUMENTS. LL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ' '¢ S � ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT �.� �GINEF o2 AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN w C 7 ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. 89 08PE SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT 111, THEY OPERATE IN ACCORDANCE WITH THE CONTRACTI. r. '4',REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN '�°'- R G M TESTING AND AIR BALANCE REPORT CONFORMING TO THE VP. 20\N 2 REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE CO INFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXA M, ��02/28/1 g Et IMMEDIATELY UPON COMPLETION OF THE WORK. rn is 12/31/2020 G. CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN Q EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE W PERFING.ALL ORMANCE TESTING PRIOR TO STARTING TESTING.ENT SHALL BE READY FOR TIONAL 11.1 IY Q CONTRACTOR SHALL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATION THE CORRECT OPERATION Ot OF EQUIPMENT, RESPONSE OF SENSORS, AND PROPER Y EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES; D' INCLUDING BUT NOT LIMITED TO, AIR MOVEMENT, TEMPERATURE, SOUND, AND CONTROL RESPONSE. PROVIDE ANY SECURITY NN I ACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT AS 0 It NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS v) LAND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA �, WILL RECORD THE EQUIPMENT OPERATION AND RESPONSE TO W CO TESTING SEQUENCES AND PREPARE A LIST OF ANY I DEFICIENCIES DISCLOSED TTESTSFOR CORREGFUNCTIONAL CORRECTION BY THE CONTRACTOR EQUIPMENT U 0 INCLUDES, BUT IS NOT LIMITED TO,AIR HANDLING UNITS, iL J I- ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, 1'`I 12 LIGHTING CONTROLS, ETC. DELIVERABLES: PROVIDE COMPLETED 0 6 (J �? ('3 COPIES OF ALL START UP REPORTS, FILLED OUT ON THE Q I` MANUFACTURER'S FORMS, TO THE STARBUCKS CXA. Ili w rn H. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES ¢ 0 0 O 9 OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL z `M PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE U V OCL o SYSTEM AND CONSTRUCTION SCHEDULE. L 0 W Q Q c I. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- 0 a) TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS E I—. Ci?a. }-- E CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL 0 CORRECTING ANY PERFORANCE E SSIUES OR DEFICIENCIES FOUND NG. CONTRACTOR IS SIN THE IBLE OR STORE #: 418 SYSTEM DURING ANY AND ALL RE-TESTING. CORRECTIONS PROJECT #: 04753-029 o SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO a THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: U ISSUE DATE: 02.25.19 SUBMITTAL d FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING DESIGN MANAGER: JOHN PARK U CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN LEEDOAP: RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PRODUCTION DESIGNER: GUY RIPLEY N PERFORMANCE TEST RESULTS. CHECKED BY: O J. CONSTRUCTION AND POST CONSTRUCTION TESTING: ADDITIONAL TESTING MAY BE REQUIRED BY LEED AND OTHER Revision Schedule V2 PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH Rev Date By Description COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT, D DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS o DIRECTED BY STARBUCKS CXA. SHEET TITLE: CL PLUMBING NOTES Cci Lo N SCALE: AS SHOWN cm o N SHEET NUMBER: co N N P002 SHEET NOTES SHEET NOTES SHEET NOTES SHEET NOTES PLUMBING SUPPLY NOTES *** jilOr 4; 111111111k 1. WATER HEATER: 5. SANITIZER: 8. COFFEE BREWER: 13. WORK SINK: A. SEE PLUMBING SPECIFICATIONS FOR FURTHER ROUTE 1" COLD AND HOT WATER FROM WATER HEATER, UP IN ROUTE 3/4" COLD WATER DOWN IN WALL AND STUB OUT AT 18" ROUTE 1/2" FILTERED COLD WATER DOWN IN WALL. CONTRACTOR ROUTE 1/2" HOT AND COLD WATER DOWN IN WALL AND CONNECT REQUIREMENTS. CEILING SPACE, WATER HEATER INSTALLATION SHALL BE A.F.F. PROVIDE WITH SHUT-OFF VALVE WITH 3/4" MALE HOSE-END SHALL PROVIDE AND INSTALL SHUT-OFF VALVE IN CABINET AT 24" TO WORK SINK. INCOMPLIANCE WITH APPLICABLE CODES AND ORDINANCES. REFER FITTING. SHUT-OFF TO INCLUDE PRESSURE REDUCING VALVE(SET @ A.F.F. REDUCE WATER LINE TO 318" AT UNIT. B. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY TO WATER HEATER DETAIL. 20 PSIG, +1- 5 PSIG), PRESSURE GAUGE , IN-LINE STRAINER. AND 14. PITCHER RINSER FAUCET: ARE NOT VISIBLE TO CUSTOMERS EXCEPT WHERE FIRST SHOCK ARRESTOR. CONNECT SANITIZER TO CW SUPPLY 9. ESPRESSO MACHINE: ROUTE 112" HOT AND COLD WATER DOWN IN WALL. CONNECT 112" CW APPROVED BY STARBUCKS AT EXPOSED CEILING AREAS. 2. MOP SINK: WITH 72" LONG BRAIDED STAINLESS STEEL HOSE. PROVIDE AND ROUTE 112" FILTERED COLD WATER IN CASEWORK AND CONNECT TO PITCHER RINSER FAUCET (1 HANDLE). EXTEND IN CASEWORK ROUTE 112" HOT AND COLD DOWN IN WALL AND CONNECT TO MOP INSTALL ANY ADDITIONAL PIPING AND DEVICES AS REQUIRED FOR TO ESPRESSO MACHINE. PROVIDE AND INSTALL BRAIDED AND CONNECT 1/2" HW AND CW TO SINK FAUCET. CONTRACTOR C. REFER TO MANUFACTURER SPECIFICATIONS FOR SINK FAUCET. PROVIDE APPROVED BACKFLOW PREVENTION COMPLETE INSTALLATION. STAINLESS STEEL HOSE FROM SHUT-OFF VALVE TO PUMP AND SHALL PROVIDE AND INSTALL AN APPROVED BACKFLOW PREVENTER. LOCATION OF CONNECTIONS UNLESS OTHERWISE R O DEVICE ON SERVICE FAUCET AS REQUIRED. CAULK AND SEAL BACK FROM PUMP TO ESPRESSO MACHINE'S WATER INLET. NOTED_ OFSINK TO WALL. 6. ICE MACHINE: 15. ROUTE 314" COLD, AND FILTERED COLD WATER AND 112" HOT 02010STARBUCKS COFFEE COMPANY ROUTE 1/2" FILTERED COLD WATER DOWN IN WALL AND CONNECT 10. DIPPER WELL, HOT TAP, WATER TOWER, AND PITCHER RINSER: WATER DOWN IN WALL AND EXTEND BELOW SLAB TO BAR AREA. D. COORDINATE WITH ELECTRICAL CONTRACTOR FOR 3. WATER FILTER: TO ICE MACHINE. PROVIDE WITH REQUIRED BACKFLOW PREVENTION ROUTE 112" HOT; COLD, AND FILTERED COLD WATER IN CASEWORK- POWER CONNECTION TO ALL PLUMBING EQUIPMENT. STARBUCKS® ROUTE 3/4" COLD WATER DOWN IN WALL AND CONNECT TO WATER DEVICE. CONTRACTOR SHALL SUPPLY AND INSTALL 3/8" BRAIDED EXTEND 112" FILTERED COLD WATER UP IN CASEWORK AND 16. 1" COLD WATER BELOW GRADE. FILTER. EXTEND 3/4" FILTERED COLD WATER FROM WATER FILTER STAINLESS STEEL SUPPLY FROM SHUT-OFF TO MACHINE. CONNECT TO DIPPER WELL. EXTEND 3/8" FILTERED WATER UP IN E. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE 2401 UTAH AVENUE SOUTH UP IN WALL TO CEILING SPACE. PLUMBING CONTRACTOR TO CASEWORK AND CONNECT TO HOT WATER DISPENSER, 17. ROUTE NEW 1" WATER LINE UP FROM BELOW FLOOR WITH SHUT-OFF NOTED. SEATTLE, WASHINGTON 98134 FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS AND 7. HAND SINK/LAVATORY: CONTRACTOR SHALL REDUCE WATER SUPPLY LINE TO 114" AT VALVE. 206 318 1575 ACTIVATION PROCEDURES FOR FILTERS. INSTALL ASSEMBLY ON ROUTE 1/2" HOT AND COLD WATER DOWN IN WALL AND CONNECT UNIT. EXTEND 3/8" FILTERED COLD WATER UP IN CASEWORK AND F. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS WALL, REFER TO WATER FILTER DETAIL. TO HAND SINK/LAVATORY, CONTRACTOR TO PROVIDE AND INSTALL CONNECT TO WATER TOWER FAUCET. EXTEND 1/2" HOT AND COLD 18. REPLACE AERATOR PROVIDED WITH FAUCET WITH 0.5 GPM VANDAL LOCATED IN CASEWORK. THERMOSTATIC MIXING VALVE BELOW FIXTURE AND SET TO 110°F. WATER UP IN CASEWORK AND CONNECT TO PITCHER RINSER RESISTANT FLOW CONTROL AERATOR THESE DRAWINGS AND THE PROJECT MANUAL 4. 3-COMPARTMENT SINK: MIXING VALVE SHALL BE ASSE 1070 COMPLIANT. REPLACE FAUCET (2 HANDLE). REFER TO ESP SINK PIPING DETAIL. G. GENERAL CONTRACTOR SHALL CONTACT WATER ARE CONFIDENTIAL AND SHALL REMAIN THE ROUTE 112" HOT AND COLD WATER DOWN IN WALL AND CONNECT AERATOR PROVIDED WITH FAUCET WITH 0.5 GPM VANDAL 19. REMOVE AND REPLACE STOCK SPRAY HEAD FLOW RESTRICTOR FILTRATION SUPPLIER TO COORDINATE SOW AND SOLE PROPERTY OF STARBUCKS TO FAUCET AND OVERHEAD SPRAY. CAULK AND SEAL BACK OF RESISTANT FLOW CONTROL AERATOR. 11. WATER CLOSET: WITH OPTIONAL 1.2 GPM FLOW RESTRICTOR PROVIDED WITH SCHEDULE PRIOR TO INSTALLATION OF WATER CORPORATION, WHICH IS THE OWNER OF THE SINK TO WALL. ROUTE 112" COLD WATER DOWN IN WALL AND CONNECT TO WATER FAUCET. FILTRATION SYSTEM. COPYRIGHT IN THIS WORK. THEY SHALL NOT CLOSET. PROVIDE WITH WATER HAMMER ARRESTOR IN SUPPLY BE REPRODUCED (IN WHOLE OR IN PART), LINE. CONTRACTOR SHALL CHOOSE RIGHT/LEFT HAND 20. PIPING SHALL BE BELOW FLOOR. H. INSULATE ALL PIPING INCLUDING PIPES AT BAR AND IN SHARED WITH THIRD PARTIES OR USED IN ANY ORIENTATION TO BE ADA COMPLIANT PRIOR TO ORDERING. CASEWORK PER THE REQUIREMENTS LISTED ON THE MANNER ON OTHER PROJECTS OR 21. WATER FILLING STATION: PLUMBING SPECIFICATIONS SHEET. EXTENSIONS TO THIS PROJECT WITHOUT THE 12. ROUTE 3/4" COLD: AND FILTERED COLD WATER AND 1/2" ROUTE 112" FCW PIPING DOWN IN WALL AND CONNECT TO PRIOR WRITTEN CONSENT OF STARBUCKS HOT WATER UP FROM BELOW GRADE THRU SLAB, PROVIDE SINK. CORPORATION. THESE DRAWINGS AND WITH BALL SHUT-OFF VALVE AT FLOOR PENETRATION. SPECIFICATIONS ARE INTENDED TO EXPRESS PIPING SHALL BE ROUTED CONCEALED BELOW COUNTER 2.2. ROUTE 112" FCW DOWN IN WALL AND CONNECT TO WATER TAP. DESIGN INTENT FOR A PROTOTYPICAL AND TIGHT TO BAR WALL (COORDINATE WITH G.C.). CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED STARBUCKS STORE (WHICH IS SUBJECT TO BACKFLOW PREVENTER. CHANGE AT ANYTIME) AND DO NOT REFLECT ® . . • - P 10116, 7ACTUAL SITE CONDITIONS. NEITHER PARTY 17 P 10597: 23. ROUTE 3/4" COLD WATER PIPING DOWN IN WALL AND CONNECT TO SHALL HAVE ANY OBLIGATION NOR LIABILITY TO -...W » WALL HYDRANT. WALL HYDRANT SHALL BE ZURN MODEL Z1321 OR THE OTHER (EXCEPT STATED ABOVE) UNTIL A EQUAL. CONTRACTOR SHALL VERIFY WALL THICKNESS IN FIELD WRITTEN AGREEMENT IS FULLY EXECUTED BY ' ............ .............w..._.w...,. w..u..»...» ;MwM....._•3 :....w PRIOR TO ORDERING. BOTH PARTIES. - 314"CW -+. �'�'- I 24. PROVIDE BACKFLOW PREVENTER, PRESSURE REDUCING VALVE, AND I STARBUCKS TEMPLATE VERSION 12018.10.16 4 C - - EXPANSION TANK AS REQUIRED BY LOCAL CODE. ROUTE RELIEF TO Ci 1"CW MI i FLOOR DRAIN WITH APPROVED AIR GAP. D24 'i € ' I °Ill&i. I •; i .... • .,:: GPDEngineering and Architecture I Professional Corporation M...»w_.. v i�P 11871 11 ! P 10597 f 11 AKRON,OH 44311 r 520 SOUTH MAIN ST,SUITE 2531 .• - P 10116 11871 P.330-572-2100 F.330-572-2101 P 1 . • GPD PROJECT NO: 2016355.42 € I M I PRpF� I ,C�_ SSS I .`� GINCF o } __}II 4/ C p yv 1 b2Hw1 -1/2" CW u) 19 P 13700 M U �.»n iy. `.. O M. � OP 13588 € P 10447' i i � ; co 12/31/2020 cLii P 14688 0, E., - - I --I 1/2"CW - - 1i� ❑ --»-- - 1/2" HW- - - I �.""�' I ii 1 w r - o; P 10152 .. LLI ) P11-0549 € Cr Q • I Y I i 11 - - .0 0 N1 EE . ILL-,- --T, 1 , a I . O 3 I OR.133841------ , P 14922 a�l CPI 18743 112" FCW N �, t . P 10995 P502 : L aI u) © J P 13081 - - -,-,--',-----' ! P502 _ 5 P 13080 �� id: 1 ' P 10597 7 - O U P502L. C3) - _ - C f "' ' PLUMBING (NI _ _. T 1...,"„;._.: .. . .. 19277 8 IP �, _.. . T j P502 . - IP 15749 E4.- SCOPE OF WORK SUMMARY H- u) Q �' 0 i i \ EWA- I IPI11003 Ea THE THE FOLLOWING SCOPE OF WORK IS BASED ON THE LANDLORD'S WORKLETTER W 0 0 0 ❑ � o � I �� I ,� � �� EXHIBIT C. THIS SCOPE OF WORK IS NOT INTENDED TO INDICATE THE FULL SCOPE, Cr O EJ BUT ONLY A BROAD SUMMARY. THE GENERAL CONTRACTOR SHALL REFERENCE Z < am'. ini I, H (I) ❑ �'� I / 3 THE COMPLETE WORKLETTER FOR A MORE DETAILED DESCRIPTION OF WORK BY Lo I • I I ' ( "-14, ': I I BOTH PARTIES. ANY QUESTIONS REGARDING SCOPE SHALL BE BROUGHT TO 0 < U c Ct D ' ( I � `., 1 €.......................3 STARBUCKS ATTENTION FOR CLARIFICATION. RESPONSIBILITY INDICATED BELOW W Lii O Q U = U P602 ,..,v ...,.., ;I ,P 19277 10 18 E...................� MEANS FURNISHED. PERMITTED AND INSTALLED BY THE PARTY INDICATED. U �+ U CN CD c 22 P •17572 � N N IPI 15749 i �� C.fl cu E IP 17650 r . `Y' P 11003 i E RESPONSIBILITY --1 . WORK DESCRIPTION LANDLORD STARBUCKS STORE #: 418 . IN 1 i _ (7 ' i WATER SERVICE AND METER X PROJECT #: 04753-029 Q • 1 - MT U ¢ . € BOOSTER PUMP FOR WATER SERVICE X SUBMITTAL , 3 ISSUE DATE 02 25 19 SUB ❑ i } U I DESIGN MANAGER JOHN PARK - • P502 I BELOW FLOOR 1 SLAB WASTE, VENT AND X LEEDC AP: _� P 17569 (WATER PIPES PRODUCTION DESIGNER: GUY RIPLEY N a I __._� p 1763214 ! I 1ABOVE FLOOR/SLAB WASTE, VENT AND X CHECKED BY: WATER PIPES a0 IP 17565 E i U I 2 I IP 102151 € € PLUMBING VENT(S)THROUGH ROOF X Revision Schedule _ - P502 I rnI EXTERIOR HOSE BIBB(S) X Rev Date By Description I ., 'y .: I - ....,. _ :. :» w.... ._.... „.,»_ .._ W »». ..... .»,.,._::M . _._. .,.,,, » �».....,.._ ? INTERIOR HGI GREASE TRAP X U _ _.,,......_. ........__ ..,.,..........,.... _ __.M.»,,...__»»._., ..........._ 0 2 SHEET TITLE. CB PLUMBING SUPPLY 66 oa PLAN ci 2' 4' 8' SCALE: AS SHOWN (V PLUMBING PLAN0 ...,....aEl) - - N Scales 114" - 1'-(}" sca._ t,4'�_-.-0" NUMBER: CD N N 4Ittf PLUMBING „411010. g lik RESPONSIBILITY LEGEND SHEET NOTES SUPPLY UNDERSLAB NOTES GC GENERAL CONTRACTOR 1. 3/4” FCW STUB-UP THRU FLOOR WITH BALL SHUT-OFF A. SEE PLUMBING SPECIFICATIONS FOR FURTHER LL LANDLORD VALVE. REQUIREMENTS, SB STARBUCKS 2. 112" HW STUB-UP THRU FLOOR WITH BALL SHUT-OFF B. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY VALVE. ARE NOT VISIBLE TO CUSTOMERS EXCEPT WHERE FIRST APPROVED BY STARBUCKS AT EXPOSED CEILING AREAS. ©2018 STAREUCKS COFFEE COMPANY 3. 314" CW STUB-UP THRU FLOOR WITH BALL SHUT-OFF VALVE. C. REFER TO MANUFACTURER SPECIFICATIONS FOR STARBUCKS® LOCATION OF CONNECTIONS UNLESS OTHERWISE 4. ROUTE 3/4" CW. 314" FCW, AND 1/2" HW COPPER LINE NOTED. 2401 UTAH AVENUE SOUTH UNDER FLOOR. SEATTLE, WASHINGTON 98134 • D COORDINATE WITH ELECTRICAL CONTRACTOR FOR (206) 318-1575 5. EXTEND 1" COLD WATER BELOW GRADE AND CONNECT POWER CONNECTION TO ALL PLUMBING EQUIPMENT. TO EXISTING 1" OR LARGER COLD WATER PIPING. HELD W VERIFY EXACT SIZE AND LOCATION PRIOR TO START OF E. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE THESE DRAWINGS AND THE PROJECT MANUAL ANY WORK NOTED ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS 6. PROVIDE 1" COLD WATER STUB-UP WITH SHUT-OFF F. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS CORPORATION, WHICH IS THE OWNER OF THE VALVE THRU FLOOR. LOCATED IN CASEWORK. COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), G. GENERAL CONTRACTOR SHALL CONTACT WATER SHARED WITH THIRD PARTIES OR USED IN ANY FILTRATION SUPPLIER TO COORDINATE SOW AND MANNER ON OTHER PROJECTS OR SCHEDULE PRIOR TO INSTALLATION OF WATER EXTENSIONS TO THIS PROJECT WITHOUT THE FILTRATION SYSTEM. PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION THESE DRAWINGS AND H. INSULATE ALL PIPING INCLUDING PIPES AT BAR AND IN SPECIFICATIONS ARE INTENDED TO EXPRESS CASEWORK PER THE REQUIREMENTS LISTED ON THE DESIGN INTENT FOR A PROTOTYPICAL PLUMBING SPECIFICATIONS SHEET. 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. I STARBUCKS TEMPLATE VERSION 12018.10.16 1 • 0---: . . ,„„,„... -,.. .. •• L: . :. • .. r ! GPD Engineering and Architecture _ Professional Corporation I 520 SOUTH MAIN ST,SUITE 2531 0 tl AKRON,OH 44311 P:330-572-2100 F:330-572-2101 U GPD PROJECT NO: 2016355.42 • -. PLUMBING FIXTURE SCHEDULE -"P" �c;9 D PROF . { . 6'5i I �5 GINE o ` ' I DESIGN ID COUNT I DESCRIPTION I FURN. BY INST. BY COMMENTS ij 0\ F'Q 2 89 08PE DI FCO 6 FLOOR CLEANOUT GC GC ZURN 002449, ADJUSTABLE FLOOR V •• DONICKEL BRONZE FRAME AND " �; R • a , CLEANOUT G COVER cri ». ., '° ::. FD 1 FLOOR DRAIN GC GC ZURN Z211-S ' ekt. 9 2p\� UJ E "' GI 1 GREASE INTERCEPTOR 100 GPM GC GC SCHIER PRODUCTS MODELS#GB-250. 100 4M t,P' J = GPM, 1,076 GREASE CAPACITY 02/28/19 I (DRAIN p s: 12/31/2020 10294 5 DRAIN - FLOOR SINK SQUARE - 121N 305MM GC GC ZURNFD2372-H A.R.E,. FLOOR SINK WITH i 6" SUMP DEPTH AND 1/2 GRATE 10726 5 DRAIN - GRATE HALF SQUARE - 121N 305MM GC GC ZURNFD2372-H. A.R.E.. FLOOR SINK WITH ., i. 6" SUMP DEPTH AND 1/2 GRATE LU Q FAUCET [..�� I .-..µ. .w- f 10152 2 FAUCET- DOUBLE LABORATORY WITH BENT RISER SB GC L.1� . CO Y o I SPOUT tY € 10153 1 FAUCET-WATER TOWER - 121N 305MM SB GCD co i O r-----;-. € 10215 2 FAUCET-DOUBLE LABORATORY WITH SWING SPOUT SB GC N I 10447 1 FAUCET-PRE RINSE SPRAYER WALL MOUNTED SB GC 0 N1 1 ll A: I ' `" 10597 3 FAUCET SINGLE HANDLE SB GC 0 i 10804 1 FAUCET-PRE RINSE SWING SPOUT SB GC (n i x .,—,.,-- 10874 1 FAUCET-HOT WATER DISPENSER GOOSENECK SB GC LU as N —� N m �� 10922 1 FAUCET-MOP SINK WALL MOUNTED SB GC 2 C q # t: 11003 2 FAUCET- DIPPERWELL SB GC 0 N p 13588 1 FAUCET HAND SINK WALL MOUNTED SB GC LL N f- 15749 2 FAUCET-HOT AND COLD WATER DISPENSER SB GC -2 ,-. NI . ..., GOOSENECK 0 ® U co — 4.. — -- u) d7 � 17569 1 FAUCET-WARE RINSER IN COUNTER-24X9IN SB GC I.. [n < �/ 600X235MM . � a„ L. O©© :,- 17572 1 FAUCET TAP SINGLE HANDLE SB GC 0 O y -- _ : .: w _< FILTER ¢ a O AI,_ . I— � % ° <,. :` 13076 1 FILTER - PREFILTRATION SYSTEM SB GC GC TO COORDINATE WITH SB VENDORLi) H �, .J 13080 1 FILTER- HEAD QUAD SB GC U 0 CI CL Q < 3. ;; St \ • I-3j ' ,„„�„,.�,,,�,.,. »»»»» � 13081 4 FILTER -CARBON FILTER CARTRIDGE SB GC � p Q w .. ` 13149 1 FILTER - PRESSURE GAUGE SB GC 0 _ p N 0 a� :; �� ® OTHER a_CC 1- o_ CO CC H 13384 1 WATER HEATER 50GAL 190L GAS GC GC RHEEM MODEL PRO=G50S-40H RH67 PD, 50 v �� ■� GALLON, 40.4 GPH RECOVERT @ 90°F p° _..."..._ ,OO STORE #: 418 �� :. nom`... 1 RISE, 40 MBH INPUT SINK PROJECT #: 04753-029 Q '�� I. ° 10116 2 SINK-RESTROOM WALL MOUNTED SB GC ISSUE DATE: 02 25.19 SUBMITTAL 10549 1 [SINK-RINSE DROP IN SST- 12X201N 305X510MM SB GC DESIGN MANAGER JOHN PARK (.9 I :.:1%...,: I 10995 1 SINK -MOP -24X241N 610X610MM SB GC LEEDOAP: ,» 13700 1 SINK- 3 COMP WORK SST- 1051N 2665MM SB GC PRODUCTION DESIGNER: GUY RIPLEY N .. .h» CHECKED BY } 1 1 14688 1 SINK -HAND WITH SIDE SPLASH WALL MOUNTED SST SB GC O '' 11' I 17565 1 SINK- RINSE WITH DRAINBOARD- 15X271N 380X685MM SB GC (( l I 17632 1 SINK -STACKED DRAINBOARD - 151N 380MM SB GC Revision Schedule 17650 1 SINK - DRAIN TRAY-9X61N 230X150MM SB GC a) . ,::.,;:....„»„„,„„„„,_„, ,... - Rev Date By Description 18743 1 SINK-WATER FILLING STATION 36X241N 915X610MM SB GC N 19277 2 SINK-COUNTERTOP RINSER WITH DRAIN TROUGH- SB GC t.-- _______. __ .,. 1 26X91 N 660X235 M M U c. TOILET 11871 2 TOILET- EFFICIENT SINGLE FLUSH GC GC DRAKE II CLOSE COUPLED TOILET; BY { j TOTO. 1 28GP F - SHEET TITLE: t i I _._....._.._.._._..._ 1,... *1___.._...._._. I........_.._� � PLUMBING SUPPLY � .._ l :- —. UNDERSLAB PLAN N SCALE: AS SHOWN a7 N PLUMBING SUPPLY UNDERSLAB PLAN SHEET NUMBER: N Scale 1141 = 1'-O” - P102 CV *Iff SHEET NOTES SHEET NOTES SHEET NOTES SHEET NOTES PLUMBING WASTE NOTES A41lippiP g.. Ahh. 1. EXTEND AND CONNECT 4" SANITARY WASTE PIPING INTO 7. ROUTE 1" INDIRECT WASTE PIPING FROM CBS DRAIN 14. LAVATORY: 20. FLOOR CLEANOUT, A. SEE PLUMBING SPECIFICATIONS FOR FURTHER EXISTING SANITARY WASTE PIPING BELOW GRADE. FIELD BOARD TO FLOOR SINK. FIELD VERIFY EXACT ROUTE 2" SANITARY WASTE PIPING BELOW SLAB CLEANOUT SHALL BE INSTALLED FLUSH WITH FINISHED REQUIREMENTS. VERIFY EXACT LOCATION, SIZE. DEPTH OF INVERT, AND LOCATION. AND EXTEND UP IN WALL. TRANSITION TO 1-1/2" SANITARY FLOOR. DIRECTION OF FLOW PRIOR TO START OF ANY WORK. WASTE PIPING AND CONNECT TO LAVATORY- EXTEND B. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY 8- ROUTE 1-1/2" INDIRECT WASTE PIPING FORM PITCHER 1-1/2" VENT PIPING UP IN WALL TO CEILING SPACE. 21 FLOOR DRAIN: ARE NOT VISIBLE TO CUSTOMERS EXCEPT WHERE FIRST 2 ESPRESSO SINK: RINSER SINK TO FLOOR SINK. FIELD VERIFY CONTRACTOR SHALL PROVIDE AND INSTALL PIPE ROUTE 3" GREASE WASTE UP AND CONNECT TO FLOOR APPROVED BY STARBUCKS AT EXPOSED CEILING AREAS. ROUTE 1-1/2" INDIRECT WASTE PIPING IN CASEWORK TO EXACT LOCATION. PROTECTOR FOR P-TRAP AND SUPPLIER. TRUEBRO DRAIN. EXTEND 1-1/2 SANITARY VENT UP IN WALL TO NEW FLOOR SINK, FIELD VERIFY EXACT LOCATION. LAVGUARD 2 OR EQUAL. CEILING SPACE. C. REFER TO MANUFACTURER SPECIFICATIONS FOR 9. ROUTE INSULATED INDIRECT DRAIN PIPING BEHIND LOCATION OF CONNECTIONS UNLESS OTHERWISE GQ201aSTARBUCKS COFFEE COMPANY 3. ICE BIN: UNDERCOUNTER REFRIGERATOR. TIGHT TO WALL. 15. 3-COMPARTMENT SINK: 22. ROUTE INDIRECT DRAIN FROM DRIP TRAY TO FLOOR SINK NOTED. ROUTE 1-1/2" INDIRECT WASTE PIPING FROM ICE BIN IN CONTRACTOR SHALL PROVIDE AND INSTALL BUMPER ROUTE WASTE PIPING FROM SINK TO FLOOR SINK WITH APPROVED AIR GAP. STA R BUCKS® CASEWORK TO FLOOR SINK. FIELD VERIFY EXACT GUARDS AS REQUIRED. THROUGH MINIMUM 2" AIR GAP. D. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION. 23. ROUTE 1" INDIRECT DRAIN FROM NITRO DRIP TRAY TO POWER CONNECTION TO ALL PLUMBING EQUIPMENT. 2401 UTAH AVENUE SOUTH 10. ROUTE WASTE PIPING FROM ESPRESSO MACHINE DRAIN 16. SANITIZER FLOOR SINK. FILED VERIFY EXACT LOCATION. SEATTLE, WASHINGTON 98134 4. HAND SINK: TRAY TO FLOOR SINK. COORDINATE EXACT ROUTE 1-1/2" INDIRECT DRAIN TO CLOSEST FLOOR SINK. E. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE ROUTE 2" GREASE WASTE PIPING BELOW SLAB AND REQUIREMENTS WITH EQUIPMENT MANUFACTURER'S 24. WATER FILLING STATION: NOTED. (206) 318-1575 EXTEND UP IN WALL. TRANSITION TO 1-1/2" GREASE RECOMMENDATIONS. 17. ICE MACHINE: ROUTE 1-1/2" INDIRECT WASTE PIPING FROM WATER WASTE PIPING AND CONNECT TO SINK. EXTEND 1-1/2" ROUTE (2) 3/4" INSULATED INDIRECT DRAINS TO FLOOR FILLING STATION TO FLOOR SINK. FIELD VERIFY EXACT F. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS THESE DRAWINGS AND THE PROJECT MANUAL VENT PIPING UP IN WALL TO CEILING SPACE. 11. WATER HEATER: SINK- DO NOT INTERCONNECT DRAINS. LOCATION. LOCATED IN CASEWORK. ARE CONFIDENTIAL AND SHALL REMAIN THE ROUTE 3/4" PRESSURE RELIEF TO MOP SINK. ROUTE 1" SOLE PROPERTY OF STARBUCKS 5. WORK SINK: INDIRECT DRAIN FROM WATER HEATER DRAIN PAN TO 18. FLOOR SINK: 25. FLOOR SINK: G. WHEN BUNDLING SEVERAL INDIRECT WASTE LINES TO CORPORATION, WHICH IS THE OWNER OF THE ROUTE 2" GREASE WASTE PIPING BELOW SLAB AND MOP SINK. ROUTE 3" GREASE WASTE UP AND CONNECT TO FLOOR PROVIDE 3" GREASE WASTE. DRAIN INTO A FLOOR SINK, A IJNISTRUT IS REQUIRED COPYRIGHT IN THIS WORK. THEY SHALL NOT EXTEND UP IN WALL, TRANSITION TO 1-1/2" GREASE SINK, EXTEND 1-1/2" VENT UP IN WALL TO CEILING SPACE. FOR SECURING AND BRACING ALL LINES ABOVE THE BE REPRODUCED (IN WHOLE OR IN PART), WASTE PIPING AND CONNECT TO SINK EXTEND 1-1/2" 12 MOP SINK: DRAIN. SHARED WITH THIRD PARTIES OR USED IN ANY VENT PIPING UP IN WALL TO CEILING SPACE. ROUTE 3" GREASE WASTE UP AND CONNECT TO MOP 19. GREASE INTERCEPTOR: MANNER ON OTHER PROJECTS OR SINK, EXTEND 1-112"VENT UP IN WALL TO CEILING SPACE. GREASE INTERCEPTOR COVER SHALL BE FLUSH WITH H. FURNISH & INSTALL ALL NEEDED INDIRECT DRAINS PER EXTENSIONS TO THIS PROJECT WITHOUT THE 6. CONTRACTOR SHALL ROUTE 3" VENT THRU ROOF. ROOF FINISH FLOOR. CONNECT 4" GREASE WASTE BELOW CODE (NOT ALL SHOWN). INSTALL DRAINS AT 2% SLOPE PRIOR WRITTEN CONSENT OF STARBUCKS PENETRATION SHALL BE MADE BY ROOFING CONTRACTOR. 13. WATER CLOSET: FLOOR TO GREASE INTERCEPTOR INLET. CONNECT WHERE POSSIBLE WITHOUT DIPS OR SAGS- ALL CORPORATION. THESE DRAWINGS AND ROOFING CONTRACTOR SHALL MAKE ROOF PENETRATION ROUTE 4" SANITARY WASTE UP AND CONNECT TO WATER GREASE INTERCEPTOR OUTLET TO 4" SANITARY WASTE INDIRECT DRAINS SHALL RUN SEPARATELY FROM EACH SPECIFICATIONS ARE INTENDED TO EXPRESS WEATHER TIGHT- VENT THRU ROOF SHALL BE A MINIMUM CLOSET, EXTEND 2" VENT UP IN WALL TO CEILING SPACE- BELOW FLOOR. PROVIDE 2" VENT DOWNSTREAM OF OTHER TO INDIRECT DRAIN RECEPTOR AND SHALL DESIGN INTENT FOR A PROTOTYPICAL OF 10'-0" FROM ANY OUTDOOR AIR INTAKES. GREASE INTERCEPTOR. FIELD VERIFY EXACT LOCATION, TERMINATE WITH AN AIR GAP PER CODE. STARBUCKS STORE (WHICH IS SUBJECT TO DIRECTION OF FLOW. AND DEPTH OF INVERT PRIOR TO CHANGE AT ANYTIME) AND DO NOT REFLECT START OF ANY WORK. J. FURNISH & INSTALL WALL CLEANOUTS AT ALL SINKS AND ACTUAL SITE CONDITIONS. NEITHER PARTY AS NEEDED AND PER CODE (NOT ALL SHOWN). SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A K. INSULATE ICE BIN DRAINAGE PIPES PER THE WRITTEN AGREEMENT IS FULLY EXECUTED BY REQUIREMENTS ON THE PLUMBING SPECIFICATION BOTH PARTIES. SHEET. ' STARBUCKS TEMPLATE VERSION 12018.10.16 I 20 P FCO ' 3.:.:;.:::.:.__ : . { 'P110116 — { } 21 P FD — ...--1--- ..-- - I 14 — I — - (I) GPD Engineering and Architecture 7( ;� Professional Corporation • — I P FCO 0 520 SOUTH MAIN ST,SUITE 2531 - I y ®! AKRON,OH 44311 O „>_ -2"V- — +. , — — — -2"V- 'k- `— --' — — P:330-572-2100 F:330-572-2103 : .. 1 I -' - — I j I GPD PROJECT NO: 2016355.42 4, SAN .I I I P 11871 i � FS • �D �'ROfi — �. ,mss �P 11871 "13 • c`�� GINE Sr N ,.Do13 I �9y I <v� y .._ 80 08PE • r — I • 2 • • O I P I FCO 20 P 10116 14 CO C — ) ti !I/6n...::::::.-:...2...... ..i.0... � /u_ ) I I. I I I P 13700 `15s, 9N L 01:3 GI �— - _ I "' 3...._.... $ 3 I W I — I �P 1072fi III I Lt o ....... • P 10294 ?1 I, I �r I 1 11 :: 1..-..-: / 'd) IP. FpO 20 1 I ivi I - ;L......., it `J :: - a�I '----- i, P 14688 CI I I P 10549 5 r n %mai/ l' I —:" — j Mil ••-g , U) Icr' 16 1 I I — p 13384 11 Wi cp 1$ P 10294 P 10726 12 P 10995 I .: O P502 LL N / HANDSINK® 00 24 P 1$743 1 I W LU ri LLct N I ' , ', . 3 P 19277 U o P5o2 Ct ¢ Cn (n 1... — — -101_71: —; 7 • / v Q v O Ct cp C\I �00 _ - I I Iii ij{ "E - I 0 P 10726 20 P l FCO - ki" -... PP 10726 25 STORE #: 418 5 P 10294 N [ PROJECT #: 04753-029 ISSUE DATE: 02-25.19 SUBMITTAL I DESIGN MANAGER: JOHN PARK { 1 P119277.. 2 LEEDCAP: N Iv ' I�il,,, :I€` q. Q .I P502 - — CHECKED BY: PRODUCTION DESIGNER: GUY RIPLEY a , 3 P 176501 I O ;' P502 Revision Schedule N ¢P 17572 - - — I P 17565 • CX_D ev ate y Description C:F PI FCO Cl U r f �I 18 1 rP 10726 I a 2 O a z P502 17 P10294 , I 2 — SHEET TITLE: PLUMBING WASTE & 6 VENT PLAN in I 2' 4' 8' SCALE: AS SHOWN 75 T' PLUMBING WASTE PLAN N ca e: N _ SHEET NUMBER: scale: 1/4" = 1' 0" P103 N_ N r ili011iff PLUMBING Ally ...; Aii. SHEET NOTES WASTE UNDERSLAB NOTES 1. 4" SANITARY/GREASE WASTE PIPING BELOW FLOOR A. SEE PLUMBING SPECIFICATIONS FOR FURTHER REQUIREMENTS. 2. MOP SINK: B, FURNISH & INSTALL WALL CLEANOUTS AT ALL SINKS AND PROVIDE 3" GREASE WASTE AND 2"VENT STUB UP AS NEEDED AND PER CODE (NOT ALL SHOWN). THRU FLOOR . 3. FLOOR DRAIN: C. ALL NEW UNLESS NOTED OTHERWISE. ©2018 STARBUCKS COFFEE COMPANY PROVIDE 3" SANITARY WASTE AND 2" VENT. 4. FLOOR SINK: STARBUCKS® PROVIDE 3" GREASE WASTE AND 2" VENT. 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 5 HAND SINK: (206) 318-1575 PROVIDE 2" GREASE WASTE AND 2" VENT 6. LAVATORY: THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE PROVIDE 2" SANITARY WASTE AND 2"VENT. SOLE PROPERTY OF STARBUCKS 7 WATER CLOSET: CORPORATION, WHICH IS THE OWNER OF THE PROVIDE 4" SANITARY WASTE AND 2" VENT. COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), 8. WORK SINK: SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR PROVIDE 2" GREASE WASTE AND 2"VENT. EXTENSIONS TO THIS PROJECT WITHOUT THE 9 FLOOR CEANOUT: PRIOR WRITTEN CONSENT OF STARBUCKS MATCH SIZE OF DRAIN LINE. CORPORATION, THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL 10. GREASE INTERCEPTOR: STARBUCKS STORE (WHICH IS SUBJECT TO PROVIDE GREASE INTERCEPTOR BELOW FLOOR CHANGE AT ANYTIME)AND DO NOT REFLECT GREASE INTERCEPTOR COVER SHALL BE FLUSH WITH ACTUAL SITE CONDITIONS. NEITHER PARTY FINISH FLOOR. PROVIDE 2"VENT DOWNSTREAM OF GREASE INTERCEPTOR SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY 11. EXTEND 4" AND CONNECT SANITARY WASTE TO BOTH PARTIES. EXISTING 4" SANITARY WASTE, FIELD VERIFY EXACT SIZE. LOCATION. DIRECTION OF FLOW AND DEPTH OF INVERT PRIOR TO START OF ANY WORK. I STARBUCKS TEMPLATE VERSION 12018.10.16 • -. . . <;.. 12" FLOOR SINK: PROVIDE 3" GREASE WASTE OP — — P111160 FCO >{— Faii GPD Engineering and Architecture fi g • O Professional Corporation FCO 9 x 520 SOUTH MAIN ST,SUITE 2531 OPS FD 44311 " ?' P:330-572.2100AKF�330o572 2101 4"SAN— — I I — _ GPD PROJECT NO: 2016355.42 O �P 11871 7 • �, O 'RO `�� • O . / --P 11871 70 ,.;:• �\�ct- ��C,1NE�� r� f - — - — - — \. 0 : . . 89 08PE in { .11F: ...,. AB '' : - illeh.G . ' : Vii' 11 41-\ik ' ! k•-•••]! ' S'Cp �'�QgA � '. ) AP I FCO P 10116 O j14#4 \°, , 1 9 u) P 10726 4Emmet 12/31/2020 � ; •�.- • P 10294 :,.., / c>3 I""..f t---1 � P FCO 1 _ p 10 P GI - - - IY r f W i� ) # , W € 3 ., E O Et_ A , ' :: cn 1 (.)-0 ( CO N..O 00 It J ,040. ,11 I 01°114688: D Q P ?05490N »a . . .. . . . », w OP 10294 ; O (.) p P 10726 I� _ - LL N -T2 o- _.„,, , , , , r HAND SINKO \ u} Q CI iZ 2 P 109951 �� `� � w CC � © oLu O NSM :. Q o oiii fr ' , z M . \ P 1072 I® I— qty — U U vwro> ` xewv:ntte.'wxn�t:uxn..:::.::.:.:::::'.::::.::.:...iai�.�+�"'�., rae:...�m��»eu:m+e :.:e:..::;:.. 3} 6 n inM H ».......:::::::::::.:..:.:.......»»»» I_.— P 10294L1.1 o :. : �uu �`.o — ' I.J o Q _ -----17-7o_L_.'7.7_ .,,_„4:1(t I I-- F— E 1 _ 1t , k 3'; . 418 P Ro �c OJECT # 04753-029 �PI10726 O P FCO 1 ISSUE DATE: 02,25-19 SUBMITTAL U IP 10294 p "'-' I DESIGN MANAGER: JOHN PARK UPRODUCTION DESIGNER: GUY RIPLEY • CHECKED BY: 0 , *.: . :.:. . ... . �� ...,.,»,,,7.: # Revision Schedule 22 (� 1 Rev Date By Description n v F FCO 9 I UJ . .. ......... .U �P 10726 . • P 10294 1 SHEET TITLE: i :: � ,.... � .. PLUMBING WASTE •N UNDERSLAB PLAN LO N SCALE: AS SHOWN PLUMBING WASTE UNDERSLAB PLAN TSHEET NUMBER: :, 01 N scale: 1/4" = 1-0" co P104 N *t‘e AAOr I; 11111146. C)2018 STARBUCKS COFFEE COMPANY STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE � 3"VTR 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 � 2v CORPORATION. THESE DRAWINGS AND -- I 1-1/2"V SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL 1/ STARBUCKS STORE (WHICH IS SUBJECT TO I CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO i THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY i 2"V BOTH PARTIES. \ STARBUCKS TEMPLATE VERSION 12018.10.16 2"V --- / FLOOR �� CLEANOUT Ill‘Al'h' FLOOR I / LAVATORY GPD Engineering and Architecture \ DRAIN,-- / Professional Corporation „--„, ///�� / / -- 520 SOUTH MAIN ST,SUITE 2531 1-112"V ., AKRON,OH 44311 2" SAN / i P:330-572-2100 F:330-572-2101 / 4.. SAN :.. ..,_' • 1-1/2"V � - 2"V „4„/— � i � GPD PROJECT NO: 2016355.42 i / \� � � � � \ FLOOR L\ni.„......,„„ � f/ �EDPROF�s i \\ CLEANOUT �`o'. GINE F sip \ 3” SAN �r ` 4u ' (� R -7. --<-- I 2"V — 89 O8PE \ \ 2,V 2"V � \ � � > 4" SAN ---.--`� 4" SAN I RE=G Iii I J HAND 4" SAN FLOOR \, ,loitthp4 �� 2 V I SINK , '. s \ OS / •:-.. CLEANOUT goptReg. 12/31/2020 ',• .. "tri LAVATORY � � �� ;� , � WATER 2"VpA_ ' CLOSET 1.11 2CC J AFT:,..:'1.477174'11.1111 .i1+:1111,,i'''fic::1 '- i 2 GW / / �.(r4 : s ; • ,,4'„. , ,I.-•••=K.' ' ::. `. `< R14,:.,..,- ,..p41, # , --41'1 1'1 GREASED co O _, --, S' ` a., INTERCEPTOR WATER �' ' 2" SAN I 2,V / / - / "-- N ,`$.! ` jails, CLOSET0 It FLOOR �,.: .: •-.t { rr^^ ' SINK / 1 `3� VJ �" @ to , S CT / �l �a., i 4.. SAN W FLOOR 2 c �, 4 GWI SINK U .t O �/ CLFLEOR ANOUT Ll. (V 12 3" GW ��\ WORK 3" GW 0 U N. cn �, SINK �— W a Ct H FLOOR / CL �� HAND .--- 2" \ / Lt1 N SINK /. / SINK 2.. GW 4 GW ¢ Q Q A `4 / •-•-, Z Cr Q V) D L.0 FLOOR \ \ / ~ F- CD o SINK \ Lu © Q ''.1 / 2„ GW 3., GW _ O O N Et _Ur o _ - I� \ STORE #: 418 p h- 77" ~ \ °£ PROJECT #: 04753-029 U❑ 3" GW / 3 GW \ >///4,1 ISSUE DATE: 02.25.19 SUBMITTAL FLOORDESIGN MANAGER: JOHN PARK aFLOOR 0 FLOOR CLEANOUT SINK LEEDOAP: CLEANOUT PRODUCTION DESIGNER: GUY RIPLEY v CHECKED BY: 0 3" GW Revision Schedule N Rev Date By Description N u) D U 1 2 PLUMBING RISER DIAGRAM SHEET TITLE: CL PLUMBING ISOMETRIC ,-.1 Scale, S"= 1' D" 6 LO N SCALE: AS SHOWN 0) Z1-5 SHEET NUMBER: N CO P105 N N FLOOR GRATE d *** MOUNT FLUSH DRAIN LINE WITH FLOOR , * i...;• * FINISHED FLOOR 6 A i-- d -- (SEE ARCHITECTURAL FOR FLOOR SLOPESH _„ ) AIR GAP = 2 X "d" -\\:\IIIIt i! .,y 4 ' - -4 0 • ° av• �� :..4. °"c: .-• ©2018 STARBUCKS COFFEE COMPANY ... . ,„ -♦ n n n LIFT OUT ALUMINUM . 2_ I-it. "- " "E "4 - e4- • SEDIMENT BUCKET STARBUCKS® �11 2401 UTAH AVENUE SOUTH — - PIPE SEATTLE, WASHINGTON 98134 •••• , FASTEN @ (206) 318-1575 CENTER LINE 112" COPPER CW FASTEN @ OF FLOOR SINK DETAIL BOTTOM 1 O SUPPLY TO TOILET CENTER LINE . \� CORD / THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE Scale: NTS II OF BO ORD II `t�` SOLE PROPERTY OF STARBUCKS FLEX HOSE KADET-AF CLEANER KADET-AF CLEANER II 112" DIA COPPER ��_ __ HANGER ROD CORPORATION, WHICH IS THE OWNER OF THE MALE HOSE END I! 7 COPYRIGHT IN THIS WORK. THEY SHALL NOT CHEMICAL �. CW SUPPLY DISPENSER II HANGER ROD BE REPRODUCED (IN WHOLE OR IN PART), I 1 112" ABS DRAIN -MOUNT BRACKET ON - MOUNT TO BACK WALL SHARED WITH THIRD PARTIES OR USED IN ANY DISHWASHER - I� -.� ....., DIRECT DRAIN CONNECTION CENTER W/ BOTTOM OF OF MOP SINK II ■■ / ADJUSTABLE CLEVIS MANNER ON OTHER PROJECTS OR CLEANER DISPENSER / SURROUND II /11)_,A7' HANGER TO RUN EXTENSIONS TO THIS PROJECT WITHOUT THE MOP SINK FAUCET �� _ lap ADJUSTABLE CLIP TYPE - PARALLEL OR (WI ATMOSPHERIC BREAK) IIII HANGER RUN 1N1!!+ 1 11~441 PERPENDICULAR TO PCORPORATION. TTHESE DRAWINGS AND ImlOR PERPENDICULAR TO BJpAMS ORISTS SPECIFICATIONS ARE INTENDED TO EXPRESS • KADET-AF CLEANER 1.1 SEE ARCH DETAILS FOR DESIGN INTENT FOR A PROTOTYPICAL a CHEMICAL-MOUNT FURTHER INFORMATION JOISTS OR BEAMS STARBUCKS STORE (WHICH IS SUBJECT TO BRACKET ON CENTER W/ NOTES: CHANGE AT ANYTIME) AND DO NOT REFLECT BOTTOM OF CLEANER •_• , 1. REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR PROPER ACTUAL SITE CONDITIONS. NEITHER PARTY ,I DISPENSER 11 ROUGH-IN DIMENSIONS. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO FLOOR / FRESH WATER HOSE WI 2. SELECT TANK FOR ADA COMPLIANT TRIP LEVER LOCATION. THE OTHER (EXCEPT STATED ABOVE) UNTIL A 2" P-TRAP AND TRAP ARM QUICK DISC. FITTING WRITTEN AGREEMENT IS FULLY EXECUTED BY NOTE: SEE PLANS FOR DRAINAGE BOTH PARTIES. TO DROP IN WALL BEHIND MOP SINK BASIN RELIEF FLOOR DRAIN INSTALL �I I I I STARBUCKS TEMPLATE VERSION 12018.10 16 I ALL PER CODE & AHJ. III I I BRANCH LINE MAIN LINE DISHWASHER DRAIN DETAIL CHEMICAL MIXER DETAIL �-� TANK TOILET SUPPLY DETAIL _ PIPE HANGER DETAILrnigiliAlib' )6 7 (.+3_,Scale: NTS Scale NTS Scale. NTS Scale: NTS GPO Engineering and Architecture Professional Corporation BRAIDED STAINLESS STEEL HOSE. - 9/16-24 UNEF COMPRESSION DETAIL NOTES 520 SOUTH MAIN ST,SUITE AKRON,OH 44311 CONNECTION 150 PSIG MIN. 518" WIRE REINFORCED DRAIN SEE ESPRESSO MACHINE P 330-572-2100 F:330-572-2101 RATING. (TYP. 2) � HOSE TO INDIRECT PIPE RISER PIPING CONNECTION DETAIL (TYP. 2) 1. THIS DETAIL IS SCHEMATIC ONLY. SEE THE PLAN (WHERE APPLICABLE) GPD PROJECT NO: 2016355.42 f' DRAWINGS. ESPRESSO ESPRESSO 2. ALL WATER HOSES SHALL BE THE MINIMUM HOT TAP - COUNTER TOP --_ _ \N MACHINE MACHINE / 2" ABS DWV INDIRECT WASTE LENGTH NEEDED AND SUPPORTED AS NEEDED \\ • _1.) PROfi,�s PIPE TO FLOOR SINK SLOPE TO AVOID STRESSING CONNECTIONS AND -iC HORIZONTAL AT 114" PER FOOT COILING EXCESSIVE HOSE. ROUTE TO AVOID •r�2•FC 0••:��GIN FR p2 \ I I 1 KINKING AND ALLOW SPACE FOR UNDER COUNTER ' yi ter. ... N, REFRIGERATOR AND ACCESS TO EQUIPMENT AND WATER TOWER 1 yw 7�2 89 08PE -w: WATER PUMP. INSTALL TO ALLOW ACCESS TO -- c. VALVES. FAUCET C� '.4"......7......t,:.,„ .r., - --- HOLD PIPING TIGHT TO BACK a .. ..... .; : :`,.,,: INTEGRAL PUMP FILTER. SEE PUMP ATTACHMENT 3. ALL PIPING SHALL BE HELD TIGHT TO WALLS, R(`� L WALL (TYP.) _ ..r � f= DETAIL IN ARCH PLANS (TYP.2) SLOPED WHERE NEEDED AND ROUTED TO ALLOW ESP SINK /� �4 d M \ ACCESS TO EQUIPMENT AND VALVES ��L G E.`` FP. 9,20. .`' 2 ris � RIGHT HAND , ��,4. ROUTE HORIZONTAL PIPING A MINIMUM OF 6" ABOVESHOWN • PITGHER RINSE •�.. P,,'BRAIDED STAINLESS STEEL HOSE ► S I!al.� 9116 24 UNEF COMPRESSION - BACK FLOW PREVENTION DEVICE FLOOR. (LEFT HAND SIM.) '� "II • FAUCET 011 9 t CONNECTION 150PSIG MIN PUMP PUMP WHERE REQUIRED. VERIFY TYPE AND 5. COORDINATE LOCATION AND ELEVATION OF ALL . ' HUB DRAIN - LOCATION WITH LOCAL JURISDICTION EQUIPMENT WITH OTHER TRADES. ORIENT PUMP aE° ELI: 12/31/2020 n3RATING. (TYP.2) AS NEEDED TO ALLOW MAINTENANCE.112" NPT TO HOSE 314 W COMPRESSION CONNECTION j (// - BACKFLOW PREVENTER I�1FGW FCW 314"FCW (TYP.) � (TYP.2) �( � --- -c=t = 112" BALL VALVE (TYP- 2) - 314" -' 314" -� 112 HW . '' METERED FAUCET Y FLOOR AER GAP PER CODE. 1.112 BALL Ct_ - --- MINIMUM 1" al @ STUB UP (TYP.) D co o N FLOOR SHUT OFF VALVE -- r� 2a It I SINK (TYP.) V� LLIU ESPRESSO MACHINE PIPING CONNECTION DETAIL ESP SINK PIPING DETAIL z 4 _ — 5 _. Scale: NTS Scale, NTS — N -0 PIPE HANGER SUPPORT ( OR u- CV / PIPE CLAMP SUPPORT AS NEEDED.) O cI. 0 0 I'-"` to Q ABS INDIRECT DRAIN PIPE WLU CC a- 0 VENT IF REQUIRED BY CODE/AHJ CONNECT TO EQUIPMENT N SINK/ICE BIN ---• (SEE PLAN FOR SIZES) TO OUTSIDE (DO NOT CONNECT TO ANY .N O -- --- F&I ADDITIONAL OFFSETS AS SEWER VENT) z Er Q ri 11 MAY BE NEEDED. CI) ❑ �� INDIRECT DRAINS -TRAP IF REQUIRED U U Ci Ct o �i-1 PROVIDE CLEANOUTS INPER CODE OR AHJ. W I� W c) Q ABS THREADED COUPLING `- PIPE CLAMP SUPPORT AT TURNS/ENDS OF PIPE ‘\ 1 CONDENSATE DRAINS-TRAP REQUIRED L,r/ (�J 0 _______- Ti) TO BASKET STRAINER •� • DRAIN TERMINATION �~ INSTALL PER MANUF./CODE REQUIREMENTS t� — Q3 (& BLOCKING - NOT SHOWN) HT. AND LOCATION PER CODE a l PIPE MATERIAL SHALL BE PER THESE f�� `A*�'' - CIN DIRECUTSTION AT ALL CHANGES VENT CAP STORE #: 418 v IN (OR AS ALLOWED I� I♦ k / DISCHARGE INTO OPEN AREA PLANS AND/OR PER CODE USELITED TYPE B VENT THROUGH ROOF a BY AHJ) OF FLOOR SINK WI 2"AIR GAP DWV FITTINGS IF REQUIRED BY CODE/AHJ. IWATERPROOF PENETRATION _ O ABS DWV FITTINGS (TYP.) ' ROOF . PROJECT #: 04753 029 U • - .� SLOPE PIPE PER CODE. DISCHARGE INTO OPEN AREA DIELECTRIC EXPANSION TANK SIZED AND INSTALLED ISSUE DATE: 02.25_19 SUBMITTAL ❑ FINISHED FLOOR SEE PLAN(S) FOR SIZE UNION, TYP. c PER MANUF. RECOMMENDATIONS AND CODE. DESIGN MANAGER- JOHN PARK sf OF FLOOR SINK W12" AIR GAP LEEDOAP 011 ----- / (OR AS ALLOWED BY CODE) APPROVED 7 T - VACUUM RELIEF VALVE ` FLOOR SINKCOMBINATION P & T RELIEF VALVE CHECKED BY: GAS SHUT PRODUCTION DESIGNER: GUY RIPLEY o \O/ OFF VALVE T----7 „,,,N___ COMBINATION 3/4” RELIEF DRAIN TO MOP SINK o �� GATIC \ I STRAP TO WALL STRUCTURE Revision Schedule r - - • FLOOR SINK (OR FUNNEL DRAIN) GAS WATER NOTES: HEATER W/2" WIDE 16 GA STEEL BAND Rev Date By Description 1. F&I ALL WORK PER CODE AND AHJ REQUIREMENT EVEN IF NOT SPECIFICALLY SHOWN. DIRT LEG �- v --- DRAIN VALVE D 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPING SHALL BE MOUNTED NOTES: I n DRIP PAN WITH INDIRECT DRAIN TO U OFF THE FLOOR FOR CLEANING PURPOSES. MOP SINK BELOW 3. ALL INDIRECT DRAIN DISCHARGES SHALL OCCUR OVER CLEAR AREA OF FLOOR SINK AND NOT 1. F&l ALL WORK PER CODE AND AHJ REQUIREMENT EVEN IF NOT SPECIFICALLY SHOWN. MOP SINK OVER GATE. 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPING SHALL BE MOUNTED SUPPORT PLATFORM 4. SLOPE ALL PIPES PER CODE AND PM TRAPPED INDIRECT DRAIN AND VENT IF REQUIRED BY OFF THE FLOOR FOR CLEANING PURPOSES. FLOOR BY OTHERS (SEE DETAIL") CODE AND/OR AHJ. (NOT SHOWN) 3. ALL FLEXIBLE INDIRECT DRAIN LINES FOR APPLIANCES SHALL BE INSTALLED PER CODE/AHJ N. I 314" INDIRECT DRAIN AND MANUF. REQUIREMENTS. SUPPORT LINES SO THERE ARE NO SAGS OR DIPS IN LINE. TO MOP SINK SHEET TITLE: In_ PLUMBING DETAILS N SINK INDIRECT DRAIN DETAIL 2 TYPICAL CONDENSATE/EQUIPMENT INDIRECT DRAIN DETAIL GAS WATER HEATER DETAIL L4111 N C Scale, NTS scale NTS Scale- NTS SCALE: AS SHOWN FT)) SHEET NUMBER: CV c0 CV P501 CN -. - r INDIRECT/ FLOORSINK DRAIN LINES FROM *** \ �! ESPRESSO MACHINES TO i 1 8" (200 MM) MIN. FILTERED 7"X3" (180MMX75MM) STUB-UP BACK WALL •; CLEAR TO BACK COLD WATER ' PENETRATION AREA. SEE WALL SUPPLY FOR '' PLUMBING PLAN FOR FINAL FILTERED TOWER WATER - LOCATION. INSTALL SHUT-OFF COLD WATER 0 FAUCET , r-__ --- VALVES BETWEEN STUB-UPS MOACHINE I FILTERED IC- - - 4 1 -- _ cT L I AND EQUIPMENT COLD WATER a V ! • I INDIRECT DRAIN I I 6" (150 MM) MIN SUPPLY FOR �� N L r i r I I rr---� LINE FROM ICE I CLEAR INSTANT HOT I 1 O 0 1 I O O MACHINE TO I I WATER TAP [ J� _.. I 1 I +} - UNDERCOUNTER ©2018 STARBUCKS COFFEE COMPANY FLOOR DRAIN -i I I `Oi I ! i I CABINET -I- HOT AND COLD V WATERSUPPLY . L4-T-J-I, STARBUCKS° O I ICE BIN ABOVE I RINSER FAUCET � I• r_I_�) (�_I-III I 2401 UTAH AVENUE SOUTH SEE PLUMBING PLAN SHELVING 1 — I - I I SEATTLE, WASHINGTON 98134 L _ _ J FOR FINAL FLOOR \ _ - - - - _ _ - - - - - - - - - - - _ _ DRAIN LOCATION AND TYPE ABOVE COUNTERTOP ABOVE �_ - Imo°__ ��I I 11 0 11 L _ _ _ J Igo _ ol_ (206) 318-1575 UNDERCOUNTER ; s INDIRECT AND INSULATED THESE DRAWINGS AND THE PROJECT MANUAL REFRIGERATOR (TYP ) 4'_7" I DRAIN LINE FROM ICE B!N ARE CONFIDENTIAL AND SHALL REMAIN THE r' 10E MACHINE - PLUMBING WATER FILLING STATION_ - PLUMBING UNDERCOUNTER ABOVE TO FLOOR DRAIN SOLE PROPERTY OF STARBUCKS �2� 5CABINET - / CORPORATION, WHICH IS THE OWNER OF THE Scale' NTS Scale. NTS SEE PLUMBING PLAN FOR COPYRIGHT IN THIS WORK. THEY SHALL NOT FINAL FLOOR DRAIN BE REPRODUCED (IN WHOLE OR IN PART), UNDER COUNTER LOCATION AND TYPE SHARED WITH THIRD PARTIES OR USED IN ANY 9' _0" MANNER ON OTHER PROJECTS OR / / EXTENSIONS TO THIS PROJECT WITHOUT THE FILTERED COLD WATER SUPPLY PRIOR WRITTEN CONSENT OF STARBUCKS FOR WATER FONT CORPORATION. THESE DRAWINGS AND 9' - 3" FILTERED COLD WATER SUPPLY SPECIFICATIONS GN IINTENT FOR A PROTOTYPICAL ESS FOR ESPRESSO MACHINE STARBUCKS STORE (WHICH IS SUBJECT TO INDIRECT LINE FROM DRIP TRAY TO - (TYP. 1 OF 2) CHANGE AT ANYTIME) AND DO NOT REFLECT INDIRECT LINE FROM DRAIN BOARD N. / FLOOR SINK - -- ----W_ _ _ -- - �` COLD ACTUAL SITE CONDITIONS. NEITHER PARTY TO FLOOR SINK �j �� r ---1\ - � -F______1.......... -- -- I SUPPLY DOR HOT/COLDSHALL HAVE ANY OBLIGATION NOR LIABILITY TO III. / O / \ \ -- iP,r '•�; I •••;. •� I / DISPENSER FAUCET THE OTHER (EXCEPT STATED ABOVE) UNTIL A II� WATER HOT AND NON-FILTERED COLD IIx, I/ / \ \ . ° o ° ;::: '✓ I `''••'° I (TYP.) WRITTEN AGREEMENT IS FULLY EXECUTED BY Wj._. \\\___„- \ - o o .•.❖.ate:.••••' 'ap• e• WATER FOR SINK FAUCET AT -- _ / Y . _ 0 0 0 0 0 INDIRECT LINE FROM IN COUNTER v:�•''"" �:: :y BOTH PARTIES. 20 1/2'1 (520MM) A.F.F. SHUT-OFF MIMI / c� \ \ ( RINSER TO FLOOR SINK .x.:::.:::::::.., :: ;•\ cn ( ° �N� NON-FILTERED COLD VALVES AT WALL AND 4" (100MM) 1 / .-- i \ \ ° • • " I ';*� STARBUCKS TEMPLATE VERSION i2018 10 16 cc °��a'S WATER SUPPLY FOR EITHER SIDE OF WASTE LINE O ii-- \ \\ a 0 c.M/- NON FILTERED COLD WATER SUPPLY .`�a k I +' • M+ \1 \ o o I • _- Ill I '�z I METERED SPOON RINSER / N 19 1 1 ° - FOR IN-COUNTER RINSER AT 20 112" I ;: mem (TYP.) - p ° (520MM) A.F.F. 1 i-m -� i INDIRECT DRAIN LINE FROM `J i(hT (a•i►� r ... Iit. 71111111111111. SINK TO FLOOR SINK t' ° I v'-,•'''t I I --.•.° NON-FILTERED COLD — UNDERCOUNTER CABINET ► I WATER SUPPLY FOR NON-FILTERED COLD WATER SUPPLY I ., IL -_ J L- �� PITCHER RINSER (TYP.) SEE PLUMBING PLAN FOR FINAL } FOR BLENDER PITCHER RINSER L _ 2 GPD Engineering and Architecture - I FLOOR SINK LOCATION AND TYPE. ICE BIN RINSER SINK (TYP. 1 OF 2} Professional Corporation INDIRECT DRAIN LINE FROM ICE 10" 520 SOUTH MAIN ST,SUITE 2531 UNDERCOUNTER CABINET AKRON,OH44311 BIN TO FLOOR SINK /f I P 330-572-2100 F.330-572-2101 (FLOOR SINK) ABOVE COUNTER - UNDERCOUNTER REFRIGERATOR (TYP.) GPD PROJECT NO: 2016355.42 CBE 01 -03 PLUMBING ESP 07-01 PLUMBING /--� ,� 1 R Q- . 86 �� Scale 314" = 1'-0" 0 Scale: NTS � ,(� •GINE F �U �� . �� '? •y 3' 9" 89 08PE -„ro /I• / Ir - REG _ 44. 2 1'-3" s Li_ 7112" r CO CC -1 2" (51mm) -..........4:9°61-•••••• �tIM -' - 02/2811 -- - DIAMETER : 12/31/2020 . $'INDIRECT DRAIN I COUNTERTOP ca LINE FROM O • CUTOUT FOR TAP I UNDERCOUNTER I/ , REFRIGERATORI I W 1 1 I - - DIRECT DRAIN LINE FROMWI ifili) TO FLOOR SINKK . -' I -..1 ----•---TI --- 3/4" (20mm) BY-PASS ~` WASTE ROUGH-INSINK. TUB AT S5�1 2" INDIRECT DRAIN I . REFRIGERATOR = VALVE (NORMALLY CLOSED) , , ( ) {i�-p. (394 MM) A.F.F. AND TRAY TO FLOOR LINE FROM DRIP . < 314 (20mm} 11 36" (915mm) ROUGH-IN 1' 6" 460mm / \ CENTERLINE OF SINK SINK AS REQ'D. O " �- NITROGEN CC Q BY-PASS LINE pp Ol'I �� _ GENERATOR co 314" (20mm) CWF OUT TEMPERED HOT AND COLD II 0 It CHROME (� WATER FOR SINK FAUCET C c 21 ESCUTCHEON , - FILTERED COLD WATER AT 20 1/2" (520 MM) A.F.F. 0) '-- co TO FILTERED FIXTURES SHUT-OFF VALVES AT WALL (ESPRESSO MACHINES, AND 4" (102 MM) EITHER NOTE: WORKSTATION IS TO SHARE FLOOR SINK WITHIN 101-0" (3050 MM) LLI \ BREWERS, HOT TAP. SIDE OF WASTE LINE. ADJACENCY. SEE PLUMBING PLAN FOR LOCATION. I WATER TOWER FAUCET, c CBE CHILLER. ICE MACHINE) U d" 472 (1828mm) A.F.F. 1 PLUMBING _- (2-TAP) PLUMBING - u-- ` � ® \DD0201 Scale: NTS @uIScaIeNTS" • --� - 4-3/161' (105mm) FROM O [ N. � V a) �� UNION (TYP.) WALL TO CENTER OF I—. I • 0 PIPE CONNECTION Lu O 314" (20mm) O cN DOMESTIC WATER IN ..gyp `^J - D--T-q Q 0 Z Q (/ 0 FULL PORT i' THREADED, BRASS - BALL SHUT-OFF 71 -6" LU Lu oQ n VALVE (TYP.) lr o o (N7 1/20 CC cL C7 N 3-318" (85mm) FROM 1 I r E WALL TO CENTER OF PIPE CONNECTION I-4-------- DIRECT DRAIN Q 62" (1575mm) A.F.F. / - FILTRATION SYSTEM LINE FROM SINK. STORE #: 418 rm I ROUGH-IN SINK PROJECT #: 04753-029 U FILTERED O /I -f\ O 1-70:36 WASTE STUB AT ISSUE DATE: 02.25.19 SUBMITTAL D COLD WATER - 15 112" (395M M) CI_ _ �_ _. '-j/ I� A.F.F. AND DESIGN MANAGER JOHN PARK BREWER WITH ! I PRODUCTION DESIGNER. GUY RIPLEY C� - SUPPLY FOR I CENTERLINE OF LEEDOAP. N SHUT-OFF IN SINK. CABINET AT 24" CHECKED BY: HOT AND COLD O U �� I/ (610MM) A F F. WATER FOR 4 r ---` -J SINK FAUCET AT Revision Schedule • 20 112" (520MM) A.F.F. SHUT-OFF Rev Date By Description cn NOTES: VALVES AT WALL 1. ALL COMPONENTS DRAWN IN BOLD ARE GC RESPONSIBILITY. GC TO COORDINATE INSTALLATION OF ALL OTHER COMPONENTS SHOWN WITH FILTER VENDOR. AND 4" (100MM) U 2. ALL PIPING SHALL BE COPPER EXCEPT PEX TYPE PIPING WHICH IS ACCEPTABLE BETWEEN FILTER SYSTEM COMPONENTS WHERE ALLOWED BY CODE. EITHER SIDE OF 3- 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. WASTE LINE- C6) CONFIGURATION I, BASE WATER FILTRATION BRW 01 -02 PLUMBING SHEET TITLE: Scale: 3"= 1'-0" Scale 314" = 1'-0" co PLUMBING DETAILS di Lo CN SCALE: AS SHOWN 0) E SHEET NUMBER: N_ CO CSV N ABBREVIATIONS MECHANICAL SYMBOL LEGEND ENERGY MANAGEMENT SYSTEM (EMS) DUCTWORK AND ACCESSORIES GENERAL MECHANICAL NOTES AFF ABOVE FINISHED FLOOR % - THE GENERAL CONTRACTOR SHALL INSTALL (OR DEMO AND REINSTALL SHEET METAL DUCTWORK 1. MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE .441111r .. .. .141k, AHJ AUTHORITIES HAVING JURISDICTION FOR RENOVATIONS)THE VENSTAR SURVEYOR EMS SYSTEMS PRIOR TO SEE SPECIFICATIONS FOR SHEET METAL DUCT REQUIREMENTS. ALL GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING 1 k APPROX APPROXIMATE X TYPICAL SUPPLY DUCT UP/DN 4 DUCT HEATER THE LAST WEEK OF CONSTRUCTION. GENERAL CONTRACTOR TO PROVIDE EXPOSED DUCTWORK TO BE SPIRAL ROUND, OR RECTANGULAR LOCK- WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO ONE PERMANENT THERMOSTAT AND REMOTE SENSOR PER HVAC UNIT. SEAM TYPE,AS SHOWN ON HVAC PLAN SHEET. ASSEMBLE AND INSTALL REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF BLDG BUILDING —' MANUAL VOLUME LOCATE AND MOUNT THERMOSTAT(S)AND SENSOR(S) PER THE DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR WORK. / TYPICAL RETURN OR DAMPER DRAWINGS. PROVIDE THERMOSTAT IDENTIFICATION LABELS PER EXHAUST DUCT ACHIEVING AIR TIGHT(5% LEAKAGE)AND NOISELESS (NO OBJECTIONABLE CO2 CARBON DIOXIDE UP/DN SPECIFICATION REQUIREMENTS. NOISE}SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT 4 lb CD CEILING DIFFUSER o BACK DRAFT DAMPER FURNISH AND INSTALL ALL REQUIRED DAMPERS, TRANSITIONS, OR ARRANGEMENT OF SYSTEM(S). FURNISH & INSTALL ALL CLG CEILING rrr TURNING VANES GENERAL CONTRACTOR TO PROGRAM, START-UP AND COMMISSION THE CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE CD CONST CONSTRUCTION rCONTROL SYSTEM. GENERAL CONTRACTOR IS TO COMPLETE FINAL FOR COMPLETE OPERATING SYSTEM. NO VARIATION OF DUCT A COMPLETE AND OPERATING SYSTEM. CXA COMMISSIONING AGENTcn SMOKE DETECTOR CONNECTION AFTER DATA RACK AND NETWORK INSTALLATIONS. GENERAL CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION Q2018STARBUCKS COFFEE COMPANY EF-1 EQUIPMENT DESIGNATION CONTRACTOR VENDOR TO VERIFY SYSTEM OPERATION AND FROM THE ENGINEER. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING . DEG DEGREES © ! COMBINATION TROUBLESHOOT IF REQUIRED. GENERAL CONTRACTOR TO COMPLETE CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY DM STARBUCKS DESIGN MANAGER SMOKE AND FIRE SURVEYOR'S STARBUCKS INSTALLATION SURVEY FORM AND PROVIDE TWO DUCT SEALANT STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES STA R B V C KS® DN DOWN a THERMOSTAT DAMPER (2) COMPLETED COPIES OF THIS DOCUMENT TO THE CONSTRUCTION SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS PER SPECIFICATIONS. PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO 2401 UTAH AVENUE SOUTH DTL DETAIL j SPIN-IN TAKE-OFF MANAGER AND COMMISSIONING AGENT PRIOR TO FINAL PAYMENT. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN-IN FITTINGS, AND THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. DWG(S) DRAWING(S) Q THERMOSTAT SENSOR AND VOLUME FASTENING SCREWS WITH MASTIC. ALL DIMENSIONS TO BE TAKEN FROM ACTUAL BUILDING SEATTLE, WASHINGTON 98134 -th-- DAMPER DIMENSIONS. (206) 318-1575 EA EACH SUPPORTS EC ELECTRICAL CONTRACTOR SUPPLY AIR ARROW Q UNDERCUT DOOR PROVIDE FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR 4. THE MECHANICAL CONTRACTOR SHALL COORDINATE HVAC WORK THESE DRAWINGS AND THE PROJECT MANUAL ECP EQUIPMENT CONTROL PAC SUPPORT OF DUCTWORK. SUPPORTS MUST COMPLY WITH LOCAL WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND ARE CONFIDENTIAL AND SHALL REMAIN THE EG EXHAUST GRILLE - � RETURN AIR ARROW ED CONNECT TO EXISTING REGULATIONS AND CODE. PROJECT MANUAL SHALL TAKE PRECEDENCE OVER ALL OTHER SOLE PROPERTY OF STARBUCKS ELEC ELECTRICAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS AND PROJECT CORPORATION, WHICH IS THE OWNER OF THE EM EMERGENCY DAMPERS MANUAL FOR DIMENSIONED DIFFUSER LOCATIONS AND MOUNTING COPYRIGHT IN THIS WORK. THEY SHALL NOT EMS ENERGY MANAGEMENT SYSTEM INDICATES UNLINED 12"X 8" O.D. SHEETMETAL PROVIDE VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS HEIGHTS WHERE EXPOSED. BE REPRODUCED (IN WHOLE OR IN PART), EXIST EXISTING Clm 12 X 8 1ST FIGURE = SIDE SHOWN AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN, AND EXHAUST SHARED WITH THIRD PARTIES OR USED IN ANY EXT EXTERIOR 2ND FIGURE = SIDE NOT SHOWN DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. PROVIDE UL 5. NEW DUCTWORK AND EQUIPMENT SHALL NOT BE INSTALLED MANNER ON OTHER PROJECTS OR LISTED FIRE OR FIRE/SMOKE DAMPERS WHERE REQUIRED AND IN WHERE IT OBSTRUCTS ANY EXISTING OR NEW AREAS THAT EXTENSIONS TO THIS PROJECT WITHOUT THE F&I FURNISH & INSTALL + INDICATED 14"X 10" (355mm X 255mm) O.D. ACCORDANCE WITH NEPA AND LOCAL CODES. PROVIDE CONVENIENTLY REQUIRE ACCESS. PRIOR WRITTEN CONSENT OF STARBUCKS FOIL FURNISHED BY OWNER, 12 X 8 SHEETMETAL W/ 1" (25mm) SOUNDLINER LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING CORPORATION. THESE DRAWINGS AND INSTALLED BY CONTRACTOR (U.N.0), 12"X 8" (305mm X 205mm I.D. NET THE DAMPERS. PROVIDE MOTORIZED DAMPERS AT ALL INTAKE & EXHAUST SPECIFICATIONS ARE INTENDED TO EXPRESS FO10 FURNISHED BY OWNER, BUILDING OPENINGS. COORDINATE WITH OTHER TRADES FOR ACCESS GENERAL + PROTOTYPICAL INSTALLED BY OWNER I I + FLEXIBLE DUCT CONNECTION PANELS, POWER AND FIRE ALARM INTERFACES. SEE PROJECT MANUAL. G E N E RAL NOTES STARBUCKS STORE (WHICH ISSUBJECT TO FLR FLOOR , CHANGE AT ANYTIME)AND DO NOT REFLECT FT FOOT/FEETGRILLES. REGISTERS.AND DIFFUSERS ACTUAL SITE CONDITIONS. NEITHER PARTY G GAS PIPING Niai�,i�YSiMAYM FLEXIBLE DUCT CONTROLS AND OPERATION NOTES GRILLES, REGISTERS,AND DIFFUSERS SHALL BE AS SPECIFIED AND SHALL SCOPE SHALL HAVE ANY OBLIGATION NOR LIABILITY TO GC GENERAL CONTRACTOR BE MECHANICAL CONTRACTOR SUPPLIED, UNLESS OTHERWISE NOTED. THE INTENT OF THE PROJECT MANUAL AND THE DRAWINGS IS TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A DIFFUSERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS AND PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. WRITTEN AGREEMENT IS FULLY EXECUTED BY HR HOUR I 12" 0 I NECK SIZE THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL THE MECHANICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, BOTH PARTIES. FOLLOWING COMPONENTS: MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. ' HVAC HEATING, VENTILATION, AIR CONDITIONING ICD-1I 400 I DESIGN CFM (WHERE APPLICABLE) INSTALLATION IN THE TYPE OF CEILING AND WALLS USED IN THIS PROJECT. ( STARBUCKS TEMPLATE VERSION 12018.10.16 I I.D. INSIDE DIAMETER \ , DIFFUSER TYPE (REFER SCHEDULE) CONTROL WIRING SITE EXAMINATION THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL THERMAL INSULATION THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL IAQ INDOOR AIR QUALITY T WIRING IN CONDUIT NECESSARY FOR THE COMPLETE AND PROPER PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED OPERATING TEMPERATURE CONTROL SYSTEM INCLUDING ALL MODES BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE �` LCP LIGHTING CONTROL PANEL OF OPERATION AND INTERLOCK. CODE REQUIREMENTS OR ASHRAE 90.1-2004, WHICHEVER IS MORE PROPER INSTALLATION OF THE MECHANICAL WORK. LL LANDLORD 0 lir 1 __> CEILING DIFFUSER (FLOW ARROWS STRINGENT. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AIR DUCTS, LV LOW VOLTAGE SHOWN ONLY IF AIR FLOW NOT EXHAUST FANS AND ON CONCEALED PORTIONS OF SUPPLY AND RETURN AIR DUCTS. DO PENETRATIONS d SYMMETRICAL) RESTROOM EXHAUST FANS TO BE OPERATED IN CONJUNCTION WITH NOT EXTERNALLY INSULATE EXPOSED DUCTWORK AND PORTIONS OF WHERE PIPES AND DUCTS PENETRATE WALL, SEAL OPENINGS TO MAX MAXIMUM \ FAN(S) GPD Engineering and Architecture MC MECHANICAL CONTRACTOR \ CEILING RETURN /EXHAUST GRILLE STORE HOURS UNLESS OTHERWISE NOTED OR APPROVED OR AS DUCTWORK THAT ARE INTERNALLY LINED WITH CODE REQUIRED PREVENT AIR TRANSFER BETWEEN SPACES. USE FIRE RATED SEALANTS Professional Corporation REQUIRED BY JURISDICTION (COORDINATE WITH ELECTRICAL). THICKNESS. INTERNALLY INSULATE EXPOSED SUPPLY DUCTWORK IF ON ALL FIRE SEPARATION PENETRATIONS, INCLUDING FLOORS. SEAL 520 SOUTH MAIN ST,SUITE 2531 MECH MECHANICAL \ POSSIBILITY OF CONDENSATION. INTERNALLY INSULATE EXTERIOR AROUND ALL PIPES AND DUCTS PENETRATING FIRE SEPARATIONS WITH AKRON,OH 44311 MEP MECHANICAL, ELECTRICAL AND PLUMBING THERMOSTAT DUCTWORK PER CODE. NON-COMBUSTIBLE PACKING RETAINED BY METAL COLLARS. THE P:330-572-2100 F:330-572-2101 MFG MANUFACTURER PERMANENT THERMOSTAT(S)AND REMOTE SENSOR(S)SHALL BE ASSEMBLY SHALL BE APPROVED BY STATE FIRE MARSHALL. MIN MINIMUM FURNISHED AND INSTALLED. ONE THERMOSTAT AND SENSOR IS ACOUSTICAL DUCT LINER GPD PROJECT NO: 2016355.42 NTS NOT TO SCALE IAQ MANAGEMENT PLAN PROVIDED FOR EACH AIR HANDLING UNIT. MOUNT THERMOSTAT(S) UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1" (25MM) STANDARDS AND SENSOR(S) IN LOCATION & HEIGHT AS INCUBATED ON ACOUSTICAL DUCT LINER IN SUPPLY AND RETURN DUCTWORK WITHIN EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE APPROPRIATE Rip PRo DRAWINGS. MECHANICAL CONTRACTOR TO PROVIDE THERMOSTAT 10'-0" (305CM) OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. PROVISIONS OF CSA, ULC, ARL, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ��`� S6> O.D. OUTSIDE DIMENSION DURING CONSTRUCTION, CONTRACTOR SHALL COMPLY WITH CHAPTER 3 IDENTIFICATION LABELS PER SPECIFICATION REQUIREMENTS. REFER INCREASE DUCT SIZE INDICATED ON PLANS AS NEEDED TO ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. C2� ��OINEF,? ny • OSA OUTSIDE AIR OF SMACNA'S IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER TO THERMOSTAT SETUP INSTRUCTIONS BELOW FOR ADDITIONAL ACCOMMODATE LINER. LINER TO BE PROVIDED AND FASTENED TO DUCT �� REF REFERENCE CONSTRUCTION. CONTRACTOR SHALL PERFORM AND SUBMIT ALL REQUIREMENTS. WITH MECHANICAL LINER FASTENERS IN ACCORDANCE WITH SMACNA AND CODES 89608PE id REQ'D REQUIRED INFORMATION AS REQUIRED. IF HVAC SYSTEM IS TO BE USED DURING PROJECT MANUAL. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL THERMOSTAT SETUP INSTRUCTIONS APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE CONSTRUCTION, INSTALL MERV 8 FILTERS AT EACH RETURN AIR GRILL 4 R G REV REVISIONPROVIDE THE FOLLOWING SETUP AND PROGRAMMING: FLEXIBLE DUCTWORK OF CONFLICT BETWEEN THE DRAWINGS AND PROJECT MANUAL AND THE i' AND COMPLY WITH SMACNA'S GUIDELINES REFERENCED BELOW. '9' P. R � RT ROOFTOP 1. CONFIGURE AS FOLLOWS: FLEXIBLE DUCT WORK SHALL ONLY BE INSTALLED AS SHOWN IN PLAN AND CODES AND ORDINANCES, USE WHICHEVER IS MORE STRINGENT. THE P. 9,201 iy B. 1pEGREES "F"2 HOUR CLOCK DISPLAY NOTOABOVE RENGTH AMD LID INGS,D TWO FLEXIBLEDUCTWORK IT SHALL ALL BE PULLED TAUT T EXCEED MINIMUMCAL STANDARD WITHOUT ANY EXTR SHALL ISFY RA GOSDE T TO REQUIREMENTSAS A oy �•�� 1 w SF SQUARE FEET TESTING , ADJUSTING , BALANCING 45° SHT SHEET C. CONTINUOUS FAN OPERATION IN OCCUPIED AND APPROPRIATELY FASTENED TO RIGID BRANCH DUCT& DIFFUSER. co SPECS SPECIFICATION(S) MODE BENDS SHALL BE MINIMIZED AND WHERE NEEDED BE A FULL RADIUS BEND. PERMITS AND FEES S: 12/31/2020 etiSST STAINLESS STEEL D. DISABLE KEYBOARD PROGRAMMING SUPPORT BANDS SHALL BE INSTALLED SO AS TO NOT CRIMP FLEX DUCT. THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL w- INDEPENDENT AIR BALANCE CONTRACTOR OR QUALIFIED MECHANICAL TEMP TEMPORARY CONTRACTOR SHALL BE QUALIFIED TO TAB WORK BY NEBB OR AABC 2. SET TIME AND DATE. FLEXIBLE DUCTWORK SHALL MEET REQUIREMENTS. PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE D 3. SET TO DISPLAY CURRENT TEMPERATURE. MECHANICAL WORK. WW TYP TYPICAL STANDARDS. BALANCER SHALL ACCURATELY BALANCE THE SUPPLY, UJ RETURN AND OUTSIDE AIR, EXHAUST FAN(S), HYDRONIC (WHERE 4. SET OCCUPIED START TIME AT 30 MIN. BEFORE OPENING. < UNO UNLESS NOTED OTHERWISE APPLICABLE)AND EXHAUST FAN{S}SYSTEMS TO PROVIDE AIR AND WATER SET VERIFY O OURS WITH SCCUPIED TORE MT TIMEa va� MIN. I oAFTER CLOSING. HVAC EQUIPMENT AND MATERIALS WARRANTY HE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT CC I UC UNDER COUNTER QUANTITIES WITHIN 10% PLUS MINUS OF THE VALUES INDICATED ON THE CO CONSTRUCTION MANAGER. ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP DRAWINGS AND IN THE SPECIFICATIONS. OPERATE AUTOMATIC CONTROLS 5. SET POINTS SHALL BE AS FOLLOWS OR AS APPROPRIATE AIR HANDLING UNITS FOR A PERIOD OF ONE (1)YEAR FROM THE DATE OF FINAL ACCEPTANCE WH WATER HEATER SYSTEMS AND VERIFY SETPOINTS FOR THERMOSTATS, CO2 SENSORS, DCV, co O WSHP WATER SOURCE HEAT PUMP EMS AND ECONOMIZER/OUTSIDE AIR DAMPER. SEE CONTROLS AND FOR CLIMATE: AIR HANDLING UNITS SHALL BE AS SPECIFIED IN THE MECHANICAL BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK N OPERATION NOTES AND HVAC SCHEDULES AND NOTES FOR DETAILS. IF A. OCCUPIED (5° F DEADBAND) (3° C DEADBAND) SCHEDULE AND SHALL BE FURNISHED AND INSTALLED PER THE LEASE PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING C It I DEFICIENCIES OR SITE CONDITIONS PREVENT COMPLETE AND PROPER I. HEATING: 70° F (21° C) AGREEMENT. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS v BALANCING, DO NOT COMPLETE WORK AND SUBMIT A REQUEST FOR II. COOLING: 75° F (24°C) COORDINATING DELIVERY, PROVIDING COMPLETE INSTALLATION AND WORKMANSHIP. Cr) = INFORMATION TO GET COMPLETE INFORMATION PRIOR TO COMPLETING B. UNOCCUPIED 60° (15° INCLUDING CURBS, PIPING, VIBRATION ISOLATION,AND NECESSARY Cr WORK. SUBMIT THREE (3) COPIES OF THE BALANCE REPORT TO THE I. HEATING: 60 F (15 C) ACCESSORIES, AND PROVIDING WARRANTY. LU to II. COOLING: 78° F (25° C) ENGINEER, CONSTRUCTION MANAGER ANp COMMISSIONING AGENT FOR c APPROVAL. THE BALANCE REPORT SHALL INCLUDE NEBB OR AABG 6. SET TWO (2) HOUR OCCUPIED OVERRIDE FUNCTION TO FILTERS LANDLORD REQUIREMENTS c.} CREDENTIALS, EQUIPMENT/INSTRUMENT LIST WIT THE MOST RECENT PROVIDE THE FOLLOWING SET POINT OVERRIDES: IF OPERATING HVAC DURING CONSTRUCTION, PROVIDE THREE (3)SETS F-0 CALIBRATION DATE AND BALANCE REPORTS FOR ALL HVAC AND EXHAUST A. HEATING: +2° F (1° C) OF 2" (51MM) MERV6 PLEATED DISPOSABLE FILTERS (OR HIGHER RATING Li- C SYSTEMS. INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY B COOLING: -2° F (1° C) IF REQUIRED BY LEED). USE ONE SET UNTIL COMPLETION OF PRIOR TO BID: THE GENERAL CONTRACTOR SHALL COORDINATE WITH Q {.� N- '- THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. CONSTRUCTION. INSTALL ONE SET AT COMPLETION OF CONSTRUCTION LANDLORD /BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS. ��✓✓ to CD cc, DEMAND CONTROL VENTILATION (DCV} (PRIOR TO TAB)AND DELIVER ONE SET OF MERV13 FILTERS TO IF LANDLORD /BUILDING OWNER DOES HAVE REQUIREMENTS, I'--- w < F-- THE CO2 SENSOR SHALL MODULATE THE AIR HANDLING UNIT OUTSIDE STARBUCKS LABELED TO DENOTE THEIR RESPECTIVE CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH Ili O.. AIR DAMPER TO MAINTAIN 1000 PPM CO2 OR LESS AIR HANDLING UNIT. REQUIREMENTS AND ADHERE TO THEM. WHERE LANDLORD 1 BUILDING 2 0Q O CC N OCCUPIED MODE: OWNER REQUIREMENTS ARE MORE STRINGENT THAN SHOWN IN THESE < �/ 0 O 1. FAN SHALL RUN CONTINUOUSLY WHILE BRINGING IN EXHAUST FANS PLANS (IN THE OPINION OF THE ENGINEER). LANDLORD /BUILDING OWNER Z I.L., < (J) Q co MINIMUM DCV OUTSIDE AIR AS INDICATED IN SCHEDULE. EXHAUST FANS SHALL BE AS SPECIFIED AND PROVIDED PER THE LEASE REQUIREMENTS SHALL GOVERN. U < U t� tv N-. 2. IF CO2 SENSOR SET POINT IS BELOW THE SETPOINT, THE AGREEMENT. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR Q p AIR DAMPER SHALL BE OPEN TO THE CALCULATED DCV COORDINATING DISCHARGE LOCATION WITH NEW AND EXISTING VENTS 0 v MINIMUM OUTSIDE AIR. AND INTAKES, PROVIDING COMPLETE INSTALLATION INCLUDING CURBS, 0 -- 3 � C0 N 3. IF CO2 SENSOR SETPOINT IS EXCEEDED, OUTSIDE AIR BACKDRAFT DAMPER, DUCTWORK FROM RESTROOM GRILLE TO UNIT, d. H. .. 1— E ' E DAMPER SHALL MODULATE TO MAINTAIN 1000 PPM NOT TO NECESSARY ACCESSORIES AND PROVIDING WARRANTY, EXCEED THE CALCULATED DESIGN MINIMUM OUTSIDE AIR. o 4. UPON CO2 PPM FALLING BELOW THE SETPOINT, THE AIR AIR CURTAINS STORE #: 418 o DAMPER SHALL RETURN TO DCV MINIMUM OUTSIDE AIR. AIR CURTAINS, WHEN REQUIRED, SHALL BE FURNISHED BY OWNER WITH PROJECT #: 04753-029 O 5. THE ECONOMIZER SHALL HAVE PRIORITY OVER THE DCV WINDOW UNIT FROM READY-ACCESS AND INSTALLED BY THE GENERAL o CONTROLS, OUTSIDE AIR MAY EXCEED DCV MINIMUM AND CONTRACTOR. COORDINATE WITH ELECTRICAL CONTRACTOR FOR ISSUE DATE: 02.25.19 SUBMITTAL Q DESIGN MINIMUM WHEN AIR CONDITIONS ARE LOCATION OF POWER CONNECTION. DESIGN MANAGER: JOHN PARK 0- APPROPRIATE TO DO SO. LEEDOAP: q UNOCCUPIED MODE: NATURAL GAS PIPING PRODUCTION DESIGNER: GUY RIPLEY 1. FAN SHALL CYCLE WITH HEATING AND OUTSIDE AIR PROVIDE NATURAL GAS PIPING FROM GAS COMPANY METER TO EACH CHECKED BY: DAMPER CLOSED. OUTSIDE DAMPER SHALL NOT BE PIECE OF EQUIPMENT OR APPLIANCES IN ACCORDANCE WITH CODE AND O CYCLED WITH CO2 PPM SETPOINT. THE PROJECT MANUAL. PRESSURE REGULATORS FOR MEDIUM �* PRESSURE SYSTEMS SHALL BE VENTED TO THE OUTDOORS. PROVIDE Revision Schedule N PIPING SUPPORT BLOCKING ON ROOF, COMPATIBLE WITH ROOFING SYSTEM. Rev Date By Description rn BRACING AND ANCHORING o ALL MECHANICAL EQUIPMENT, FIXED OR FLEXIBLY MOUNTED, SHALL BE BRACED OR ANCHORED TO COMPLY WITH LOCAL CODES. 2 SHEET TITLE: CI N MECHANICAL NOTES M W LC) c:\i SHOWN 0) O SHEET NUMBER: N C N M001 N SYSTEM COMMISSIONING lir ...,;... CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING H. PROVIDE A LIST OF ALL FACTORY AND FIELD SETTINGS THAT HAVE BEEN PROGRAMMED INTO THE EQUIPMENT(SUCH AS CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, SETPOINTS, SCHEDULES, DIP SWITCH SETTINGS, CONDENSER NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS AND EVAPORATOR OPERATING PRESSURE/TEMPERATURE, STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE ETC...). ) k COMPRISED OF THREE DISTINCT EFFORTS: 1. SUPPORT STARBUCKS COMMISSIONING AGENT(CXA) DURING I. CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN le illk INSTALLATION VERIFICATION AND CORRECT DISCLOSED EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE TESTING. DEFICIENCIES. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL O 2. PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM PERFORMANCE TESTING PRIOR TO STARTING TESTING. THIS STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING INCLUDES REHEARSING ALL FUNCTIONAL PERFORMANCE TESTS C@ 2018 STARBUCKS COFFEE COMPANY BY STARBUCKS CXA; BEFORE DEMONSTRATING TO THE CXA. CONTRACTOR SHALL 3. CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY STARBUCKS® PERFORMANCE TESTING AND SUBMIT REPORTS. DEMONSTRATING THE CORRECT OPERATION OF EQUIPMENT, SENSOR CALIBRATION, RESPONSE OF ACTUATORS AND PROPER 2401 UTAH AVENUE SOUTH CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES, SEATTLE, WASHINGTON 98134 INCLUDING BUT NOT LIMITED TO AIR MOVEMENT, TEMPERATURE, A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE , BUT ARE SOUND AND CONTROL RESPONSE. PROVIDE ANY SECURITY (206) 318-1575 NOTE LIMITED TO DOMESTIC HOT WATER GENERATION, HVAC ACCESS, HARDWARE, SOFTWARE OR OTHER SUPPORT AS SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS THESE DRAWINGS AND THE PROJECT MANUAL LIGHTING CONTROLS,AIR CURTAINS, BUILT-IN REFRIGERATION, AND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA WILL ARE CONFIDENTIAL AND SHALL REMAIN THE EQUIPMENT AND RENEWABLE ENERGY SYSTEMS. RECORD THE EQUIPMENT OPERATION AND RESPONSE TO SOLE PROPERTY OF STARBUCKS TESTING SEQUENCES AND PREPARE A LIST OF ANY DEFICIENCIES CORPORATION, WHICH IS THE OWNER OF THE B. CONTRACTOR SHALL PROVIDE WRITTEN RESPONSES TO ALL DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR COPYRIGHT IN THIS WORK. THEY SHALL NOT CXA'S REVIEWS AND COMMENTS. RESPONSES SHALL BE CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT BE REPRODUCED (IN WHOLE OR IN PART), PROVIDED IN A TIMELY MANNER. IS NOT LIMITED TO, AIR HANDLING UNITS, ROOFTOP AND SPLIT SHARED WITH THIRD PARTIES OR USED IN ANY TYPE, CONDENSING UNITS, EXHAUST FANS, LIGHTING CONTROLS, MANNER ON OTHER PROJECTS OR C. CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN ETC... DELIVERABLES: PROVIDE COMPLETED COPIES OF ALL EXTENSIONS TO THIS PROJECT WITHOUT THE PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE START UP REPORTS, FILLED OUT ON THE MANUFACTURER'S PRIOR WRITTEN CONSENT OF STARBUCKS OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND FORMS, TO THE STARBUCKS CXA. CORPORATION. THESE DRAWINGS AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. SPECIFICATIONS ARE INTENDED TO EXPRESS CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL J. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES DESIGN INTENT FOR A PROTOTYPICAL WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL STARBUCKS STORE (WHICH IS SUBJECT TO IN THE SCHEDULE OF VALUES. PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE CHANGE AT ANYTIME)AND DO NOT REFLECT MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE ACTUAL SITE CONDITIONS. NEITHER PARTY , D. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH SYSTEM AND CONSTRUCTION SCHEDULE. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT THE OTHER (EXCEPT STATED ABOVE) UNTIL A DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED K. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- WRITTEN AGREEMENT IS FULLY EXECUTED BY TOTALLY COMPLETE AND ACCESSIBLE TO STARBUCKS CXA FOR TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS BOTH PARTIES. INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL - TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR ' STARBUCKS TEMPLATE VERSION i2018.10.16 I VERIFICATION. CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND ALL RE-TESTING. CORRECTIONS E. CONTRACTOR SHALL COMPLETE MANUFACTURER'S STARTUP SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO PROCEDURES PRIOR TO COMMISSIONING COORDINATION WITH THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: """� CXA. FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN (ate..TAt6.. F. CONTRACTOR SHALL BE READILY AVAILABLE DURING RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR PERFORMANCE TEST RESULTS. GPD Engineering and Architecture DEFECTS IS CLOSED BY THE INSTALLATION VERIFICATION Professional Corporation PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER L. CONSTRUCTION AND POST CONSTRUCTION TESTING: WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. ADDITIONAL TESTING MAY BE REQUIRED BY LEED AND OTHER 520 SOUTH MAIN ST, 531 AKRON,,OOHH 4 444311 PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH P:330-572-2100 F:330-572-2101 G. ALL HVAC EXHAUST FAN AND AIR CURTAIN EQUIPMENT SHALL BE COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT. TESTED,ADJUSTED AND BALANCED BY THE CONTRACTOR'S DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS GPD PROJECT NO: 2016355.42 TESTING,ADJUSTING AND BALANCE AGENT(SEE TESTING DIRECTED BY STARBUCKS CXA. ADJUSTING AND BALANCING)AFTER THE SYSTEM IS VERIFIED TO >~q PROF BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN M. CONTRACTOR SHALL PROVIDE A TRAINING PLAN FOR EACH �� Fss ACCORDANCE WITH THE REQUIREMENTS OF THESE TRADE (MECHANICAL, ELECTRICAL, PLUMBING, RENEWABLE �,� �GINEE' �o� DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTED SYSTEMS) FOR THE CXA'S APPROVAL. THE TRAINING PLAN SHALL cv ti y TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT OUTLINE ALL THE TOPICS THAT ARE TO BE COVERED ALONG WITH `r 89 08i'E AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN THE TIME DURATION FOR EACH TOPIC. IT SHALL ALSO INCLUDE ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE INSTRUCTOR'S NAME, QUALIFICATIONS AND COMPANY LOGO. G ,.: SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT + / M THEY OPERATE IN ACCORDANCE WITH THE CONTRACT N. THE CONTRACTOR IS RESPONSIBLE FOR RECORDING 127 ''kF, 2e4` 2 REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN ATTENDANCE FOR EACH TRAINING SESSION. COPIES OF THESE CO TESTING AND AIR BALANCE REPORT CONFORMING TO THE SHALL BE SUBMITTED TO THE CXA. �, °ft� Q`�/2 /1 9 Ct REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE INFORMATION SPECIFIED, ETC...TO THE STARBUCKS CXA 0. CONTRACTOR SHALL SUBMIT O&M MANUALS FOR ALL PIECES OF rooms: 12/31/2020 2. IMMEDIATELY UPON COMPLETION OF THE WORK. EQUIPMENT AT LEAST 6 WEEKS IN ADVANCE OF THE TRAINING 7 SESSIONS. w LU Q CC Z t/) 0 N a 2I CO ascr LU . Z d- c �_ o N LL I- -2 0 ifi 0 1) ala o N Q 5, o zL t6 ¢ 5 ci 5 Q U O . ry9 -, 0 C o Q 0 0 o N0 c o a E o STORE #: 418 0 PROJECT #: 04753-029 0 U ISSUE DATE: 02.25.19 SUBMITTAL 0 DESIGN MANAGER: JOHN PARK 9 LEEDOAP: PRODUCTION DESIGNER: GUY RIPLEY cU CHECKED BY: O Revision Schedule Rev Date By Description a) U 2 SHEET TITLE: °-ce) MECHANICAL NOTES co cidLU N SCALE:AS SHOWN C) CS SHEET NUMBER: N CD N M002 N SHEET NOTES SHEET NOTES SHEET NOTES GENERAL PLAN NOTES 4tef 1. ROUTE 28"x14" SUPPLY AND RETURN DUCT UP THROUGH ROOF AND 5. REMOTE TEMPERATURE SENSOR AT 60" A.F.F ON WALL. 11. TYPE 'B' FLUE VENT TO WATER HEATER. LOCATE A CODE MINIMUM A. SEE MECHANICAL SPECIFICATIONS FOR FURTHER ., Ai CONNECT TO RTU-1. TRANSITION TO FULL SIZE CONNECTIONS AT DISTANCE AWAY FOR OUTSIDE AIR INTAKES AND PARAPET ON ROOF REQUIREMENTS.E UNIT. PROVIDE WITH FLEXIBLE DUCT CONNECTION TO UNIT. REFER 6. MANUAL BALANCING DAMPER (TYPICAL). DAMPERS SHALL NOT BE OFFSET AS NEEDED. IF ADDITIONAL SEPARATION IS NEEDED, EXTEND TO SHEET M-102 FOR FURTHER INFORMATION. COORDINATE EXACT INSTALLED AT THE GRILLE/NECK UNLESS SHOWN. FLUE TO 3 FT ABOVE INTAKE OR PER AHJ. B. SEE ARCHITECTURAL SHEETS FOR PAINTING AND COLORS OF LOCATION PRIOR TO START OF ANY WORK, ENSURE SUPPLY AND ALL EXPOSED DUCTWORK. DIFFUSERS AND GRILLES RETURN DUCTS PENETRATE ROOF BETWEEN TRUSSES AND THE 7. CO2 SENSOR LOCATED AT 60"A.F.F. ON WALL. INTERLOCK WITH 12. ROUTE 1/2" GAS PIPING DOWN FROM CEILING SPACE AND CONNECT TO OUTSIDE AIR INTAKE IS LOCATED 10FT FROM ANY VENT. RESPECTIVE HVAC UNIT AND SEE M-001 FOR FURTHER WATER HEATER. PROVIDE AND INSTALL GAS SHUT-OFF VALVE AND 6" C. SEE ARCHITECTURAL SHEETS FOR DIMENSIONED DIFFUSER INFORMATION. COORDINATE CONTROLS WITH HVAC UNIT AND DIRT LEG, AND UNION PRIOR TO FINAL CONNECTION EXPOSED DUCT LOCATIONS. 2. ROUTE 28"x14" SUPPLY AND RETURN DUCT UP THROUGH PROVIDE ADDITIONAL CONTROL COMPONENTS AS MAY BE NEEDED 0 ROOF AND CONNECT TO RTU-2. TRANSITION TO FULL SIZE FOR A COMPLETE AND OPERATIONAL SYSTEM. 13. ROUTE 1" GAS PIPING UP FROM CEILING SPACE AND ROUTE THROUGH D. DIFFUSERS AND RETURN GRILLES SHALL BE CENTERED IN ©zolssTAReucKscoFFEECOMPANV CONNECTIONS AT UNIT. PROVIDE WITH FLEXIBLE DUCT CONNECTION ROOF ABOVE, REFER TO SHEET M-102 FOR CONTINUATION. CEILING TILE, UNLESS OTHERWISE NOTED TO UNIT. REFER TO SHEET M-102 FOR FURTHER INFORMATION. 8. CO2 ALARM SHALL BE MOUNTED AT 48" A.F.F. NEXT TO MANAGER'S COORDINATE EXACT LOCATION PRIOR TO START OF ANY WORK. STATION, COORDINATE WITH ELECTRICAL FOR POWER RECEPTACLE- 14. EXTEND 1-114" GAS PIPING DOWN IN WALL AND CONNECT TO GAS F. INSULATE DUCTWORK PER CODE AND SPEC REQUIREMENTS STARBUCKS® ENSURE SUPPLY AND RETURN DUCTS PENETRATE ROOF BETWEEN METER. CONTRACTOR SHALL COORDINATE GAS METER LOCATION ON M-001 (ALL NOT SHOWN). COORDINATE CLEARANCE TRUSSES AND THE OUTSIDE AIR INTAKE IS LOCATED 10FT FROM ANY 9- PROVIDE AND INSTALL DUCT MOUNTED SMOKE DETECTOR IN AND SERVICE SIZE WITH LOCAL UTILITY COMPANY. COORDINATE WITH REQUIREMENTS FOR ADDED INSULATION 2401 UTAH AVENUE SOUTH VENT. RETURN AIR PLENUM. INTERLOCK SMOKE DETECTOR WITH LOCAL UTILITY COMPANY AS REQUIRED (LOCATE PER SEATTLE, WASHINGTON 9$134 RESPECTIVE RTU TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. CODE AND UTILITY). G. ALL ROOF PENETRATIONS SHALL BE PERFORMED BY THE 3. ROUTE 10"x10" EXHAUST DUCT UP THROUGH ROOF AND CONNECT COORDINATE WITH ELECTRICAL AND SEE POWER SHEETS FOR GENERAL CONTRACTOR. (206) 31 8-1575 TO EF-1 TRANSITION TO FULL SIZE CONNECTIONS AT UNIT. REFER FURTHER REQUIREMENTS AND REMOTE ANNUNCIATOR 15. CARBON MONOXIDE SENSOR LOCATED AT 60"A.F.F. ON WALL. TO SHEET M-102 FOR FURTHER INFORMATION. EXHAUST FAN SHALL INTERCONNECT WITH CENTRAL SYSTEM IF APPLICABLE- (SEE INTERLOCK. WITH RESPECTIVE HVAC UNIT AND SEE M-0001 FOR H. ALL RIGID DUCTWORK IS PER TENANT DRAWINGS TO INCLUDE THESE DRAWINGS AND THE PROJECT MANUAL RUN CONTINUOUSLY WHEN STORE IS OCCUPIED AND SHALL TURN DETAIL). FURTHER INFORMATION- COORDINATE CONTROLS WITH HVAC UNIT DAMPERS AND ACCESSORIES. ARE CONFIDENTIAL AND SHALL REMAIN THE OFF WHEN STORE IS NOT OCCUPIED. EXHAUST FAN CONTROL SHALL AND PROVIDE ADDITIONAL CONTROL COMPONENTS AS MAY BE SOLE PROPERTY OF STARBUCKS BE ACPLIS SDE.WITH LCP- COORDINATE WITH ELECTRICAL. SEE 10. ROUTE DUCTWORK BETWEEN CEILING JOIST IN THIS AREA. NEEDED FOR A COMPLETE AND OPERATIONAL SYSTEM. HVAC CONTROL NOTES CORPORATION, WHICH IS THE OWNER OF THE SCHEDULE COPYRIGHT IN THIS WORK. THEY SHALL NOT 16. CARBON MONOXIDE ALARM SHALL BE MOUNTED AT 48" A.F F. NEXT TO BE REPRODUCED (IN WHOLE OR IN PART), 4. WALL MOUNTED THERMOSTAT FOR RTU-1, AND RTU-2 AT MANAGER'S STATION, COORDINATE WITH ELECTRICAL FOR POWER NOTE: SEE OTHER GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. SHARED WITH THIRD PARTIES OR USED IN ANY 48" A.F.F. THERMOSTAT SHALL BE 7-DAY PROGRAMMABLE WITH RECEPTACLE. THE BELOW NOTES ARE NOT A COMPLETE SEQUENCE OF OPERATIONS. MANNER ON OTHER PROJECTS OR NIGHT SETBACK AND A MINIMUM 5 DEGREE DEADBAND. CONFIRM EXTENSIONS TO THIS PROJECT WITHOUT THE HEIGHT COMPLIES WITH BARRIER FREE: AND ALL OTHER LOCAL 17. ROUTE SUPPLY BRANCH DUCTWORK THRU JOIST WEBBING. TYPICAL RTU-1 & RTU-2 PRIOR WRITTEN CONSENT OF STARBUCKS REQUIREMENTS. MULTIPLE THERMOSTATS SHALL BE STACKED IN A OF ALL. OCCUPIED MODE: CORPORATION. THESE DRAWINGS AND VERTICAL CONFIGURATION WITH A MINIMUM OF 8" CLEARANCE 1. FAN SHALL RUN CONTINUOUSLY WHILE BRINGING IN EITHER THE SPECIFICATIONS ARE INTENDED TO EXPRESS BELOW EACH THERMOSTAT. 18. ROUTE MAIN SUPPLY DUCTWORK THRU JOIST WEBBING MINIMUM DCV (RTU-1) OR THE FIXED OUTSIDE AIR AS INDICATED. DESIGN INTENT FOR A PROTOTYPICAL 2. (RTU-1) IF CO2 SENSOR SETPOINT IS EXCEEDS 1000 PPM, OUTSIDE AIR STARBUCKS STORE (WHICH IS SUBJECT TO DAMPERS AND RELIEF AIR DAMPERS SHALL MODULATE BETWEEN CHANGE AT ANYTIME) AND DO NOT REFLECT MAXIMUM AND MINIMUM DCV OUTSIDE AIR VALUES AS REQUIRED TO ACTUAL SITE CONDITIONS. NEITHER PARTY MAINTAIN A CO2 LEVEL OF 1000 PPM. RTU-2 OUTSIDE AIR DAMPER SHALL HAVE ANY OBLIGATION NOR LIABILITY TO SHALL MODULATE TO THE FIXED OUTSIDE AIR INDICATED. THE OTHER (EXCEPT STATED ABOVE) UNTIL A , M X0102 �M X0101 M X0103 3. 1ST STAGE SWITCHES BETWEEN HEATING AND COOLING AS WRITTEN AGREEMENT IS FULLY EXECUTED BY N REQUIRED. BOTH PARTIES. • 8"0 I 6"0 - 10"0 4. 2ST STAGE HEATING SHALL BE FIRED. • 5. 1ST STAGE COOLING SHALL BE ECONOMIZER AIR IF AIR CONDITIONS I STARBUCKS TEMPLATE VERSION 12018.10.16 I 1 1 175 50 a 300 0 - ARE GOOD (OPERATION PER CODE). ......... .... I' € 6 2ND STAGE COOLING SHALL BE MECHANICAL. • I, : �..... . i i i 4; UNOCCUPIED MODE: • I 1 1. FAN SHALL CYCLE WITH HEATING/COOLING SECTION AND OUTSIDE AIR • - i DAMPERS AND RELIEF AIR DAMPERS SHALL BE CLOSED. gil_ �► M X0104 • • C �I arl�� 10"o I J 2. HEATING AND COOLING SECTIONS SHALL CYCLE AS CALLED FOR BY • M X0101 0 �� ji:/1---H 300 I THE THERMOSTAT. GPD Engineering and Architecture 0 6"0 Professional Corporation 1,. m O ! EF-1 5a T M X0103 €O P!330-572-2100 MAIN FO SUITE 2531 16 f1,41)(01 12[4. .,� ° _• ....._.. • � o € FAN SHALL BE CONNECTED TO EMS AND SHALL COME ON DURING aD - I {3 5 2 2100 330--572 2101 • OCCUPIED TIME AND RUN CONTINUOUSLY_ 8 M X0108 ' �_ I �\ o 10"0 • 3 € O 2. DURING UNOCCUPIED TIME, FAN SHALL BE OFF. M'"X0106 300 GPD PROJECT NO: 2016355.42 , • -8"x8" I... .. LEED SPECIFIC REQUIREMENTS �'M xo11a I �, � +. , 150 , I I I 1 • ��E FS '. +� - € I 1. DUCT FRICTION LOSS SIZED AND SHALL BE INSTALLED TO 0.08 IN. ,� . s, M. X0108 GINE- -- o 1M�'17797 , L---....._ �MI X0109 5 I r� 2 8..x8.. ,``} ;I j • 1 W C.1100 FT. MAXIMUM 4 '� y_ . `'` , • ��. D . I I Imo' ' I 2. UNIT ECONOMIZER SHALL INCLUDE MOTORIZED DAMPER AS PART OF X89 08PF_ k 150 .��rII f/ FACTORY INSTALLATION {I / 8x81 , REG • O a I o I L FM X0102 15 b--d x 0 I € 0 3. DUCT JOINTS SHALL BE SEALED IN ACCORDANCE WITH ASHREA 90.1 °AFP9,20b'..- ,," I Co 7 �. : CLASS B AND THE STATE ENERGY CODE. 8"0 M X011 x \-::'MIXO--107d CV ♦� /�j� �- M X0104 4. ALL SUPPLY AND RETURN DUCTS SHALL BE INSULATED TO MINIMUM R-6 M SPP .. 212f u_ cti �0 0 o 0 1 10"sa 1 9 175 € WHICH IS IN EXCESS OF CODE 1z/3i/zazo cn �� ffspirrws: X0103"1111VNP*A. 300 0f ,� 8..m ;� M I I 10" I/ I • / I 10o 18 0 010"o...... ........455 I 1 �. . ILIJ W cL o tfX {o ©M X0109 f....,.. . • M..X0103° - )I Q M' X0103 0 0 10"m ® p CO o - I MECHANICAL ,...450 1 00 � f IQ 11 10"¢► o / 300 1 , ....... d A x v , , SCOPE OF WORK SUMMARY `� 12 N O 0 0 .9. ' D O 'X0103 ' 1 LU ,M , I I THIS SCOPE OF WORK IS NOT INTENDED TO INDICATE THE FULL SCOPE, I M X0103 o -* ,4 10'm •I 1 BUT ONLY A BROAD SUMMARY. ANY QUESTIONS REGARDING SCOPE SHALL 13 I BE BROUGHT TO STARBUCKS ATTENTION FOR CLARIFICATION. U ■ -� 300 RESPONSIBILITY INDICATED BELOW MEANS FURNISHED PERMITTED AND1W1 N 10"0 - M X010 0 0 0 0 0 INSTALLED BY THE PARTY INDICATED N 250 O v 22"x22" (o L Q tu o I 1500Aph -- m � 1 1 0) o _ ... o,...., {M X0103" _ RESPONSIBILITY Q CC EL 0 N c 0 "' M X0105 - WORK DESCRIPTION Z < 0 O x N 1 I LANDLORD STARBUCKS ZCC < _ oi6] 0 450 22"x22' I I HVAC UNITS. CURB AND STRUCTURAL X • ~ ~ = _._............... " ,o 1 1500 I - I I HVAC UNIT ECONOMIZERS AND RELIEF X W rr� W O Q o • 9 I +�� MI X010 0 0 1 I SMOKE DETECTORS IN DUCTWORK AND p 0 t�1 [� x I u) M 10721 _. ................. ¢ • 4 10 m INTERLOCK x 0 N I i /� 0 300 I El' a. x- E • o o `V o- 'i �� 1 THERMOSTATS AND CONTROLS X 1►11 ■ € U o . - � I � / 0 0 f I EMS CONTROLS X STARE #: 418 O ■� i '1I MOTORIZED DAMPERS FOR BACKDRAFT X i► 0 O A I Imo' ■ �t+�� ..... .. I EXHAUST FAN. CURB AND MOTORIZED X PROJECT #: 04753-029 `) V DAMPER ISSUE DATE: 02.25-19 SUBMITTAL 0 M---X0105 l p _� ' `� DUCTWORK 12" OR LARGER X DESIGN MANAGER: JOHN PARK M X0103 o 22"x22" 0 M X0103 0 1 DUCTWORK 10" OR SMALLER X PRODUCTIONLEEDDESIGNER, GUY RIPLEY 10"o 1500 _.. __ _ ,.... ._ 10"m �. 0 MOTORIZED DAMPERS FOR CONNECTIONS XG RI LE Q1 / 1/ /'I- I -0- € CHECKED BY: '- 250 GAS SERVICE AND METER X 300 I • M X0105 p - ' - � � GAS PIPING TO SPACE X 0 {.22"x22" I / GAS PIPING TO HOT WATER TANK X Revision Schedule Y u • • 1500 0 IIM X0103 I ? L 1 1 GAS PIPING TO HVAC UNITS X M X0103 10"0 I Rev Date By Description 0 ' \ 10'0 LOUVERS FOR INTAKES, EXHAUST AND X D �► �► 300 ' 0 0 0 € PRESSURE RELIEF U o 0 450 e .• • • M X0103 /• �� \ IM X0103 �! I • • • • �V• 10"• m 10"ø • 250 10 300 0 A SHEET TITLE: -Tr .. .• . - . III MECHANICAL DESIGN op ........................ O co PLAN Lo __ w__._......�. „, _. _ ,_��_.. N 2' 4' 8' SCALE: AS SHOWN 5 ( MECHANICAL HVAC PLAN N Sae 1l4 SHEET "UMBER N • CO �/ Scale: 1/4" = 1'-0" N M 1 0 1 N VENTILATION AIR CALCULATION (BASED ON THE 2014 OMSC AND ASHRAE STANDARD 62.1) MECHANICAL EQUIPMENT SCHEDULE -"M" SHEET NOTESNIte ZONE OCCUPANCY ZONE OUTDOOR AIR OUTDOOR AIR ZONE AIR MINIMUM - )1111011" ...; 1446. MARK AREA SERVED OCCUPANCY AREA DENSITY POPULATION CFM PER CFM PER EFFECTIVENESS OUTDOOR AIR DESIGN Ib COUNT I DESCRIPTION FURN. BY INST. BY COMMENTS CATEGORY (Az) (P/1000 SF) (Pz) PERSON (Rp) SF (Ra) (Ez) (CFM) 1. COORDINATE WITH ELECTRICAL CONTRACTOR FOR RTU-1 1 PACKAGED ROOFTOP UNIT(HIGH GC GC TRANE YHC092F3EL, 7.5 TON NOM POWER CONNECTION TO ALL MECHANICAL EQUIPMENT. RTU-2 WORKROOM OFFICE I STORAGE 434 OCCUPANCY 2 5 0-12 0-8 78 EFFICIENCY FOR LEED) CAPACITY, 3000 CFM @ 1.1 ESP MAX.. 208V/3 PHASE. MCA=42.4, MOCP-50, 2. ROOFTOP AC UNIT PROVIDED AND INSTALLED BY BAR BAR KITCHEN 383 OCCUPANCY 3 7,5 0.18 0.8 114 IEER=14.5, EER=12.6, 120MBH , MECHANICAL CONTRACTOR, VERIFY EXACT LOCATION AFUE=80%.UNIT WEIGHT (INCL. PRIOR TO START OF ANY WORK. VERIFY THAT OUTSIDE AIR CURB)=1,192 LBS. R410a, INTAKE IS LOCATED A MINIMUM OF 10'-0" FROM ANY VENT ADDITIONAL I ECONOMIZER AND BAROMETRIC R VENTILATION KITCHEN 200 0.7 0.8 175 OR EXHAUST OPENINGS. RELIEF. (NOTE 3) RTU-2 1 PACKAGED ROOFTOP UNIT (HIGH GC GC TRANE YHC092F3EL, 7 5 TON NOM. 3. REFER TO DETAILS ON SHEET M-501 FOR FURTHER ©zolssTANEucKscoFFEE COMPANY TOTAL 367 EFFICIENCY FOR LEED) CAPACITY, 3000 CFM @ 1.1 ESP MAX.. INFORMATION. STARBUCKS® 208V/3 PHASE, MCA=42.4, MOCP=50, ZONE OCCUPANCY ZONE OUTDOOR AIR OUTDOOR AIR ZONE AIR MINIMUM DCV MAXIMUM DCV IEER=14.5. EER=12.6, 120MBH , 4. ICE MACHINE: CONTRACTOR SHALL PROVIDE AND 2401 UTAH AVENUE SOUTH MARK AREA SERVED OCCUPANCY AREA DENSITY POPULATION CFM PER CFM PER EFFECTIVENESS OUTDOOR AIR OUTDOOR AIR AFUE=80%,UNIT WEIGHT(INCL- INSTALL PRECHARGED REFRIGERANT LINES FROM ICE CATEGORY (Az) (P/1000 SF) (Pz) PERSON (Rp) SF (Ra) (Ez) (CFM) (CFM) CURB)=1,192 LBS., R410a, MACHINE TO REMOTE CONDENSER. SIZED PER SEATTLE, WASHINGTON 98134 ECONOMIZER AND BAROMETRIC MANUFACTURER'S REQUIREMENTS. COORDINATE WITH (206) 318-1575 RELIEF. G.C. FOR EXACT LOCATION AND SUPPORT OF r - RTU-1 SEATING FAST FOOD - DINING 932 1 SEAT COUNT 36 7-5 0.18 0.8 210 548 CONDENSER. REFER TO DETAILS ON SHEET M 501 X0107 1 CO2 SENSOR GC GC HONEYWELL C7232A WALL MOUNTED FURTHER INFORMATION. ROOF PENETRATIONS SHALL BE THESE DRAWINGS AND THE PROJECT MANUAL TOTAL 210 548 SENSOR WITH LCD DISPLAY ARE CONFIDENTIAL AND SHALL REMAIN THE PROVIDED BY G.C.. ALL ROOF PENETRATIONS SHALL BE X0108 1 CO2 ALARM GC GC ESENSE FAI LEED CO2 ALARM MADE WEATHER TIGHT BY ROOFING CONTRACTOR. SOLE PROPERTY OF STARBUCKS NOTES: W/PLUG-IN POWER SUPPLY. WALL COORDINATE WITH ROOFING CONTRACTOR CORPORATION. WHICH IS THE OWNER OF THE 1. SEATING ZONE POPULATION IS BASED UPON SEAT COUNT WITH NO DIVERSITY. MOUNTED W/LCD DISPLAY. DIGITAL COPYRIGHT IN THIS WORK. THEY SHALL NOT 2. HVAC UNITS SHALL BE BALANCED TO PROVIDE THE MINIMUM DCV OUTDOOR AIR QUANTITIES INDICATED. DISPLAY ALARM INDICATION & 5. 10'-0" CLEARANCE FOR OUTSIDE AIR INTAKE. BE REPRODUCED (IN WHOLE OR IN PART), 3. ADDITIONAL VENTILATION IS REQUIRED FOR (1) WARMING OVEN AND (1) DISHWASHER. AUDIBLE WARNING ON HIGH ALARM SHARED WITH THIRD PARTIES OR USED IN ANY 4. MAXIMUM DCV VENTILATION AIR SHOWN SHALL BE CONTROLLED BY CO2 SENSORSEE OTHER CONTROL NOTES) POINT MANNER ON OTHER PROJECTS OR ( 6. 3" VENT THROUGH ROOF. REFER TO PLUMBING PLANS 5. ADDITIONAL AIR FLOW TO MEET LEED REQUIREMENT. X0109 2 REMOTE TEMPERATURE SENSOR GC GC HONEYWELL 07189U1005 FOR CONTINUATION. ROOF PENETRATIONS SHALL BE EXTENSIONS TO THIS PROJECT WITHOUT THE - -- X0110 2 THERMOSTAT GC GC HONEYWELL TH8320U, PROVIDED BY ROOFING CONTRACTOR. ROOFING PRIOR WRITTEN CONSENT OF STARBUCKS PROGRAMABLE THERMOSTAT CONTRACTOR SHALL MAKE ALL PENETRATIONS WEATHER CORPORATION, THESE DRAWINGS AND X0112 1 CO ALARM GC GC CARBON MONOXIDE ALARM MODEL TIGHT. SPECIFICATIONS ARE INTENDED TO EXPRESS - RESTROOM EXHAUST CALCULATION (BASED ON THE 2014 GMSC ) DESIGN INTENT FOR A PROTOTYPICAL GAS REQUIREMENTS: GE NX-8 STARBUCKS STORE (WHICH IS SUBJECT TO SYSTEM IS SIZED FROM LOW PRESSURE 7. ROOFTOP EXHAUST FAN PROVIDED AND INSTALLED BY NUMBER OF WATER CFM PER TOTAL MINIMUM PROPOSED X0113 1 CO SENSOR GC GC CARBON MONOXIDE SENSOR- CHANGE AT ANYTIME) AND DO NOT REFLECT MARK AREA SERVED CLOSETS ! URINALS WC/UR EXHAUST CFM EXHAUST CFM GAS (LESS THAN 2 PSI, 0.3 in. W.O. MODEL GE260 MECHANICAL CONTRACTOR. VERIFY EXACT LOCATION ACTUAL SITE CONDITIONS. NEITHER PARTY PRESSURE DROP) OVERALL SYSTEM FAN PRIOR TO START OF ANY WORK ROOF CURB SHALL BE SHALL HAVE ANY OBLIGATION NOR LIABILITY TO LENGTH OF 70' INSTALLED AND MADE WEATHER TIGHT BY ROOFING THE OTHER EXCEPT STATED ABOVE) UNTIL A EF-1 RESTROOMS 2 75 150 300 RTU-1 = 120 MBH 10632 1 FAN - RESTROOM EXHAUST GC GC FAN -GREENHECK MODEL G-080-VG, CONTRACTOR. VERIFY THAT DISCHARGE IS LOCATED A RTU-2 = 120 MBH 0.5" ESP, 300CFM, 1/10 HP, 115v/1PH MINIMUM OF 10'-0" FROM ANY OUTDOOR INTAKES. WRITTEN AGREEMENT IS FULLY EXECUTED BY WATER HEATER= 40 MBH 10721 1 FAN - DT AIR CURTAIN -22IN 560MM GC GC INCLUDE AS PART OF DT WINDOW BOTH PARTIES. TOTAL = 280 MBH PACKAGE 8. 4" VENT FOR WATER HEATER. ROOF PENETRATIONS 10873 1 FAN - RESTROOM EXHAUST ROOF CURB AND GC GC CURB -GREENHECK GPI-17-G12. SHALL BE BY ROOFING CONTRACTOR. ALL ROOF I STARBUCKS TEMPLATE VERSION i2018.10.16 1 DAMPER DAMPER -GREENHECK PENETRATIONS SHALL BE MADE WEATHER TIGHT BY WD-100-PB-10X10 (WITH BACKDRAFT ROOFING CONTRACTOR. COORDINATE WITH ROOFING PREVENTER) CONTRACTOR. OTHER 17797 3 ENERGY MANAGEMENT SYSTEM - HVAC SB GC 9. ROUTE 1" GAS LINE UP FROM BELOW ROOF AND CONNECT ONLY I TO ROOFTOP UNIT, CONTRACTOR SHALL PROVIDE GAS SHUT-OFF VALVE, 6" DIRT LEG. AND UNION PRIOR TO FINAL CONNECTION. GPD Engineering and Architecture Professional Corporation 10. NEW ROOFTOP UNIT IN EXISTING LOCATION- PROVIDE NEW 520 SOUTH MAIN ST.SUITE 2531 I i l ROOF CURB. ROOFING CONTRACTOR SHALL MAKE ALL AKRON,OH 44311 ROOF PENETRATIONS WEATHER TIGHT. P:330-572-2100 F.330-572-2101 GPD PROJECT NO: 2016355.42 00/11D 11. NEW ROOFTOP UNIT IN NEW LOCATION. ROOFING CONTRACTOR SHALL MAKE ALL ROOF PENETRATIONS WEATHER TIGHT. ��0 F o��ss • 12 12. ROOF HATCH - �� (<, SFR •/�?, © 10632 89 08PE • : M 10873 Ir 1 3 7 AEG .- etF e.. . CO � 11+ �.t�N U- ) - - fY - - - HVAC SCHEDULE v7 _ - - _ S: 12/31/2020 ��- ,�� DESIGN ID COUNT DISCRIPTION RESP. COMMENTS �� \ i� �\ X0101 2 SUPPLY DIFFUSER GC-GC TITUS TDC#3 -6"O NECK, 12"x12" FACE UJ // /�-1 �\ X0102 2 SUPPLY DIFFUSER GC-GC TITUS TDC#6 - 80" NECK. 24"x24" FACE �y Ic:IC / l tat�� X0103 15 SUPPLY DIFFUSER GC-GC TITUS TDC#6 - 100" NECK, 24"x24" FACE ft co // rpm O \� X0104 2 SUPPLY DIFFUSER GC-GC TITUS FL-30 3" SLOT WIDTH, 1-SLOT, 10"0 INLET, 4 FT. LONG. / `� ( \ BORDER TYPE 11, SATIN ANODIZED FINISH D co O / � i X0105 4 RETURN GRILLE GC-GC TITUS 350RL-22"x22" NECK, 24"x24" FACE N I / -1 �1 • X0106 2 EXHAUST GRILLE GC-GC TITUS 350RL-8"x8" FACE, 10"x10"NECK . r0�� l$ 1 CO W. _ I I W 7I �/ ip \ � 1T f I N o / i f LL 3 10 / r� / O -) ti ��/ Kitt , , Qrn Lv L.„ � � -J\ /' 2p 0 > O \\\ 11 ,/' Z Cr 0 u) o 1 / . cn 1 O O CN 0 i . I 0C N i 1 �� i r v I \ ---M RTU-2 o - 1 0:0 / STORE #: 418 o \1 PROJECT #: 04753-029 O 1 3 /1 ISSUE DATE 02.25.19 SUBMITTAL 0 1\ / DESIGN MANAGER JOHN PARK • \ �/' i PRODUCTION DESIGNER: GUY RIPLEY CD \2 \\\ // ' CHECKED BY: O # \ ©O5 ' o \ rzi �,_ Revision Schedule N i a) �` �� Rev Date By Description D 0 2 LI_ SHEET TITLE: N MECHANICAL ROOF . Cd P LAN [VI 2' 4' 8' SCALE: AS SHOWN a MECHANICAL ROOF PLAN0 Scale:1/4"=1. SHEET NUMBER: NM102N Scale: 1/4"= 1'-0" N CONDUCTORS AS NEEDED -., laiiiiiiir 44( (120V A 4411, ; 111111146, HVAC DUCTWORK — i PROVIDE NOTES: CONTROL WIRING 1- PROVIDE SUPPORT FOR DIFFUSER & CAP PER CODE FOR FAN SHUT2. DETAIL CAN BE USED FOR SUPPLY OR RETURN. SAMPLING TUBE COORDINATE CONNECTION/METHOD OF SIZED FOR DUCT Y DOWN CONNECTION TO STRUCTURE IN FIELD 3. F&I EARTHQUAKE SUPPORT PER A.H.J. L1/2"C, 4 #14 AND WITH STRUCT PLANS (TYP.) \ — SUPPLY OR RETURN \1/4RIGID � RIGID DUCT. ► - HANGER STRAP 1 ELBOW ,\ DUCT MOUNTED SMOKE DETECTOR - .-1I2"C. 4 #14 SELF TAPPING FLEX DUCT. PULL INSIDE ©zalesTaReucKsCOFFEEcoMPANv UNISTRUT HANGER STARBUCKS® REMOTE ANNUNCIATOR/RESET SYSTEM SENSOR, SCREWS I THREADED ROD (3 LINER TAUT '` LOCATED BELOW CEILING NEAR MANAGERS DESK (NOT _ SHOWN) PROVIDE PHENOLIC NAMEPLATE INDICATED "HVAC DUCT OR SMOKE DETECTOR PRS UR DUCT (-- CLG DIFFUSER. FASTEN TO CAP W/ SHT MTL SCREWS, MIN ONE 2401 UTAH AVENUE SOUTH .(' PER SIDE. SEAL JOINT AIR TIGHT. SEATTLE, WASHINGTON 98134 NOTES: — DUCirie (206) 318-1575 1) MECHANICAL TO PROVIDE THE COMPLETE DUCT DETECTOR. REMOTE STATION AND ALL ACCESSORIES \ INSTALL CABLE SEISMIC RESTRAINTS BOTH ,�~ FLEX DUCT CLAMP. FOR DUCTS OVER 48" THESE DRAWINGS AND THE PROJECT MANUAL AS NEEDED FOR A COMPLETE & OPERATIONAL SYSTEM. LONGITUDINALLY AND TRANSVERSELY ROUNDPERSTUB DUCT 2) WHEN STARBUCKS SPACE IS MONITORED BY CENTRAL BUILDING FIRE ALARM SYSTEM. GC TO WIDE. TURN UNDER BOT SMACNA REQUIREMENTS TYP SUSP LAY-IN I INSUL SAME SIZE AS FLEX DUCT. ARE CONFIDENTIAL AND SHALL REMAIN THE COORDINATE WITH LANDLORD'S ALARM CONTRACTOR TO CONNECT BUILDING ALARM SYSTEM TO DUCT OF DUCT & FASTEN SOLE PROPERTY OF STARBUCKS CEILING SQUARE TO ROUND NO LABOR CORPORATION, WHICH IS THE OWNER OF THE DETECTOR AUXILIARY CONTACTS. 1 DUCT SIZE HANGER SIZE MAX, SPACING 3) MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL DUCT DETECTOR WITH MINIMUM OF TWO SETS OF 1 UP THRU 2 SQ.FT. 1" x 1/16" 8'-0" , IrE _ N �� COLLAR1 COPYRIGHT IN THIS WORK. THEY SHALL NOT AUXILIARY CONTACTS. 12 THRU 4 SQ.FT. 1" x 118" 8'-0" BE REPRODUCED (IN WHOLE OR IN PART), 4) ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL CONTROL WIRING FROM DUCT DETECTOR TO AC 14 THRU 10 SOFT. 1" x 1/8" 6'-0" CLG DIFFUSER. FASTEN TO CAP WI SHT MTL, SHARED WITH THIRD PARTIES OR USED IN ANY UNIT. ! OVER 10 SQ.FT. 1" x 1/8" 4'-0" SCREWS. MIN ONE PER SID. SEAL JOINT AIR TIGHT. MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS i DUCT DETECTOR DETAIL ® DUOT HANGING DETAIL LAY-IN CLG DIFFUSER DETAIL CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS Scale: N.T.S. Scale: N.T-S- © Scale: N.T.S. 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- I STARBUCKS TEMPLATE VERSION 12018.10.16 I •--• GAS PIPING. EXTEND ROOF MOUNTED EXHAUST FAN "bioniti:. ,_FLEX DUCT MAX 5 0' ABOVE ROOF AS REQ'D. BY GREENHECK, WITH ROOF CURB. GPD En ineerin and cture HARD DUCT iCODE. REFER TO PLANSBACKDRAFT DAMPER, FAN SPEEDR g/ / FOR PIPE SIZE(S) & CONTROLLER, FAOORY MOUNTEDProfessional Corp/` LOCATION(S) DISCONNECTSWIIGH AND WIRE MESH 520 SOUTH MAINE 2531 SCREEN. P 330-572-2100 2-2101 —� AK44311 1T":____ SEALANT SECURE FAN TO CURB WITH SHTGPD PROJECT NO: 2016355.42 MTL FASTENI=RS @ 12" O.C. DRAW BAND ' (MINIMUM 2 PER SIDE) ` �yOD PROFFS4 �' PREFABRICATED COVER _ / FACTORY CURB � �GIN� �OINSULATED PLENUM FURN — • // ROOF UP OVER CURB PER X89 08PE • Y R � WITH SLOT DIFFUSER ROOFING PATCH LAP UP 1 ROOFING CONTRACTOR'S NO OVER PIPEIFY r SEAL EDGE OF COVER REQUIREMENTS RSG _ II.` W/ LAP EDGE SEALANT , l cei 1 \71 �0' 9 201 �i r^ v v 0 f ' v v v C I �_ PROVIDE 12" MIN CLR BTWN PIPE v Iv -- BACKDRAFT DAMPER SUPPLIEDIIIrs: 1.2/31/21)20 03 PENETRATION & OTHER —1 /if \ PENETRATIONS. CURBS OR EXHAUST DUCT & ENCLOSURE AS o SLOT DIFFUSER \ CEILING PARAPETS. REQ'D BY CODE LLI LU IY I r\ LINEAR SLOT DIFFUSER DETAIL PIPEIROOF PENETRATION DETAIL ROOF EXHAUST FAN CC Scale NTS �� Scale N.T.S. Scale: N.T.S. 0 D CO N I 0 It L U) >- ra E 11.1 V(�/)� J c Z U o L.L N H 0) v o-, crC, N < ❑ E O Z II < A 20 GA. GALVANIZED SHEET H- L1`' H C METAL HOOD U Q U Q CL o UNIT AS SCHEDULED GALVANIZED PIPE -- 4x6 x 12" TREATED Lu LLI Q < N FILL OPENING WITH FOAM FULL SIZE CONDENSATE DRAIN (MIN 314") CLAMP DO NOT CLAMP SUPPORT BLOCK W!V 5),I r� +� INSULATION AIR TIGHT TO NEAREST ROOF DRAIN AIR & WATERTIGHT O - - OV E a� \ TIGHT NOTCH w — AFTER LINES ARE PENETRATION. TYP. II �.-_ E 7 INSTALLED FLASHING & 114" x 1-1/2" GALV ,...k.)_niL ROOF WALK MAT BASE ROOF CURB COUNTER FLASHING ICE MACHINE REMOTE LAG BOLT \ SHEET STORE #: 418 --' ROOF UP OVER CURB CONDENSER 18'1x 18" x 112" THICK FLASHING; ROOFING, AND PER ROOFING PROJECT #: 04753-029 1111 GALVANIZED SEALING PER ROOFING MOUNT EQUIPMENT TO SLEEPER WITH A EXISTING ROOFING - -1 0 U MESH SCREENING z CONTRACTORS / CONTRACTOR'S 4X8 SLEEPER MOUNTED TO ROOF OVER ROOF DECK Ng� ISSUE DATE: 02.25.19 SUBMITTAL x� REQUIREMENTS ii REQUIREMENTS NMINIMUMOF (2) 114" DIAMETER X3" LONG 10xAND ORIENTED PARALLEL TO / \ WOOD SCREWS OR AS SPECIFIED BY DESIGN MANAGER: JOHN PARK DIRECTION OF ROOF DRAINAGE. LEED�AP: TOP OF ROOF DECK MANUFACTURER WHICHEVER IS / •.!..„.. SLEEPERS SHALL SPAN A MINIMUM GREATER TYP. 4 LOCATIONS). CONFIRM PRODUCTION DESIGNER GUY RIPLEY 4?CD X r-�� I� TWO ROOF TRUSSES y SPACING WITH EQUIPMENT VENDOR PRIOR CHECKED BY: 3 / ;*\\ _ FACTORY CURB TO ROUGH-IN. I 3/16" DIAMETER X 8" LONG •-- Revision Schedule TIMBERLOCK SELF-DRILLING SCREW. (1) EACH TRUSS TOP OF ROOF DECK SUPPORT SPACING FOR PIPE SIZE: Rev Date By Description UNISTRUT ANCHORED TO CURB. ? REFRIGERANT LINES — FRAMING SUPPORT �' cn CLAMP REFRIGERANT LINES TO (INSTALL PER CODE) (2) MINIMUM PER SLEEPER 1 314" = 6', 1" = 7', 1-114" = 8'. 1-1/2" = 9' UNISTRUT. FOR PENETRATIONS ( /1/ PLACE BASE SHEET OVER ROOFING GRAVEL (IF ANY). SET BLOCKS U ��— FREE ON BASE SHTS. STACK BLOCKS & NAIL TOGETHER WHERE NOTE: THIS ROOFING PENETRATION DETAIL IS TO BE USED FOR -'----• REFER TO MECH REQ'D TO ELEVATE PIPING. INSTALL GAS PIPE TO ALLOW FOR REFRIGERANT FLEXIBLE CONNECTION PLAN FOR DUCT EXPANSION & CONTRACTION. PRIMER AND PAINT EXT. PIPE LIGHT LINES SERVING CONDENSER AND/OR HEAT PUMPS. TYPICAL SIZES, TYP. ROOF TRUSS TOP CORD GREEN COLOR. CID (7 TLE ROOF PENETRATION DETAIL o ROOFTOP AIR HANDLING UNIT DETAIL EQUIPMENT SUPPORT DETAIL PIPE SUPPORT DETAIL MECIHANICAL DETAILS coOScale N.T.S �C7i scale N.T.S. scale: N.T.S. O scale: N.T.S. CV SCALE: AS SHOWN CD T o SHEET NUMBER: N N N ABBREVIATIONS ELECTRICAL SYMBOL LEGEND SYSTEM COMMISSIONING SECURITY SYSTEM NOTES GENERAL ELECTRICAL NOTES Al** AFF ABOVE FINISHED FLOOR RESPONSIBILITIES FOR BUILDING COMMISSIONING STARBUCKS CONTRACTS DIRECTLY WITH SECURITY VENDOR TO SUPPLY 1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL *PIP .. 11111146.„ AHJ AUTHORITIES HAVING JURISDICTION JUNCTON BOX nn RECEPTACLE DUPLEX AND INSTALL THE SECURITY SYSTEM. CONTRACTOR TO SCHEDULE WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS APPROX APPROXIMATE CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, INSTALLATION OF SECURITY SYSTEM FOR FOUR (4) TIMES; SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. DO NOT BLDG BUILDING S SWITCH NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS SCALE DISTANCES OFF THE ELECTRICAL DRAWINGS; USE ACTUAL RECEPTACLE: DUPLEX STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE 1. MEET TO PLAN SECURITY CABLE PULL WITH SECURITY CABLE BUILDING DIMENSIONS. OVERALL CASEWORK COMPONENT n INDIVIDUAL BRANCH CIRCUIT COMPRISED OF THREE DISTINCT EFFORTS: INSTALLER PRIOR TO DRYWALL INSTALLATION. DIMENSIONING ON ELECTRICAL DETAILS ARE SHOWN FOR CKT CIRCUIT REFERENCE AND COORDINATION ONLY. SEE PROJECT MANUAL. CLG CEILING S3 THREE-WAY SWITCH n RECEPTACLE: QUAD 1) SUPPORT STARBUCKS COMMISSIONING AGENT (CXA) DURING 2. SECURITY CABLE INSTALLER PULLS SECURITY CABLES, MOUNTS CM STARBUCKS CONSTRUCTION MANAGER INSTALLATION VERIFICATION AND CORRECT DISCLOSED PANEL, KEYPAD AND SENSORS. 2. ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER CONST CONSTRUCTION DEFICIENCIES, OPERATION. BALANCE ALL BRANCH CIRCUIT LOADS BETWEEN CW COLD WATER ® MOTION (OCCUPANCY) RECEPTACLE QUAD - 3. SECURITY EQUIPMENT INSTALL OF CAMERA. NVR AND MONITOR. THE PHASES OF THE SYSTEM WITHIN 10% OF THE HIGHEST PHASE ©2018 STARBUCKS COFFEE COMPANY CXA COMMISSIONING AGENT SENSOR SWITCH INDIVIDUAL BRANCH CIRCUIT 2) PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM LOAD IN EACH PANEL BOARD. STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING 4. SECURITY MONITORING COMPANY TO BRING SYSTEM ONLINE AND DEG DEGREES RECEPTACLE: HIGH VOLTAGE BY STARBUCKS CXA, TRAIN PARTNERS AFTER POS INSTALL. 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE- STARBUCKS® SWITCHBACK DL LIGHTS WITHIN DAYLIGHT ZONE S 0 ENERGIZING CIRCUITS IN DEMOLITION AREAS TO INSURE A SAFE 2401 UTAH AVENUE SOUTH DM STARBUCKS DESIGN MANAGER 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL SECURITY VENDOR REQUIRES A MINIMUM TWO (2) WEEKS LEAD TIME FOR CONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRING SEATTLE, WASHINGTON 98134 DN DOWN PERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTOR EACH INSTALLATION. SECURITY VENDOR WILL COORDINATE REGIONAL LOCATED WITHIN THE DEMOLITION AREA THAT WILL NO LONGER DTI_ DETAIL - TELEPHONE 1l1 RECEPTACLE: FLOOR DUPLEX SHALL PERFORM AND PROVIDE THE FOLLOWING. INSTALLERS ALL ADDITIONAL EXPENSES INCURRED DUE TO THE BE USED SHALL BE REMOVED AND PROPERLY DISPOSED OF AT (206) 318-1575 DWG(S) DRAWING(S) CONTRACTOR'S FAILURE TO SCHEDULE ACCORDINGLY WILL BE THE CONTRACTORS EXPENSE UNLESS OTHERWISE NOTED. A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE RESPONSIBILITY OF THE CONTRACTOR. THESE DRAWINGS AND THE PROJECT MANUAL EA EACH OT THERMOSTAT GROUNDING ELECTRODE NOT LIMITED TO DOMESTIC HOT WATER GENERATION. HVAC 4. THE ELECTRICAL CONTRACTOR SHALL SCHEDULE ALL ELECTRICAL ARE CONFIDENTIAL AND SHALL REMAIN THE EC ELECTRICAL CONTRACTOR CONNECTION SYSTEMS, ROOFTOP UNITS, EXHAUST FANS. HVAC CONTROLS. SYSTEM OUTAGES WITH THE GENERAL CONTRACTOR AND SOLE PROPERTY OF STARBUCKS ECP EQUIPMENT CONTROL PAC LIGHTING CONTROLS. AIR CURTAINS, BUILT-IN REFRIGERATION LANDLORD AT LEAST 24 HOURS IN ADVANCE. UNLESS APPROVED CORPORATION. WHICH IS THE OWNER OF THE EG EXHAUST GRILLE O THERMOSTAT SENSOR NIGHTLIGHTING 24HR/DAY EQUIPMENT. AND RENEWABLE ENERGY SYSTEMS. TELEPHONE SYSTEM NOTES OTHERWISE ALL OUTAGES SHALL OCCUR BETWEEN 11:00PM AND COPYRIGHT IN THIS WORK. THEY SHALL NOT ELEC ELECTRICAL NL5 00AM. BE REPRODUCED (IN WHOLE OR IN PART), EM EMERGENCY B. CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN SHARED WITH THIRD PARTIES OR USED IN ANY EMS ENERGY MANAGEMENT SYSTEM PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE IF ADDITIONAL TELEPHONE LINES ARE REQUIRED BEYOND THE 5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MANNER ON OTHER PROJECTS OR EXIST EXISTING DIMMER SWITCH PE PHOTOELECTRIC CELL OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND STANDARD SINGLE LINE (SUCH AS FOR A FIRE ALARM) THE GENERAL NECESSARY CONDUIT AND J-BOXES TO SUPPORT A COMPLETE EXTENSIONS TO THIS PROJECT WITHOUT THE EXT EXTERIOR INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL CONTACT THE STARBUCKS CONSTRUCTION SECURITY, PHONE; POS AND DATA SYSTEMS. SEE MANAGER PRIOR WRITTEN CONSENT OF STARBUCKS CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL MANAGER PRIOR TO BEGINNING CONSTRUCTION TO ORDER THE WORKSTATION AND BAR POINT OF SALE (POS) CORPORATION. THESE DRAWINGS AND F&I FURNISH & INSTALL ® RECEPTACLE: DATA - SPEAKER WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM ADDITIONAL TELEPHONE LINE(S). REPORT ANY TELEPHONE POWER/TELECOM/SECURITY DIAGRAM. COORDINATE ALL DEVICE SPECIFICATIONS ARE INTENDED TO EXPRESS FOIC FURNISHED BY OWNER, IN THE SCHEDULE OF VALUES. INSTALLATION ISSUES IMMEDIATELY TO THE STARBUCKS LOCATIONS AND MOUNTING HEIGHTS WITH SECURITY VENDOR DESIGN INTENT FOR A PROTOTYPICAL INSTALLED BY CONTRACTOR CONSTRUCTION MANAGER. PRIOR TO ROUGH-IN. PROVIDE END-TO-END PULL STRINGS IN ALL STARBUCKS STORE (WHICH IS SUBJECT TO F010 FURNISHED BY OWNER, RACEWAY CONCEALED WIFI ACCESS POINT C. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH CONDUITS. LABEL EACH END OF THE PULL STRING WITH CONDUIT CHANGE AT ANYTIME)AND DO NOT REFLECT INSTALLED BY OWNER IN CEILING OR WALL. ` THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT THERE ARE SYSTEM ("SECURITY")AND DESTINATION ("CAFE". "FRONT BAR", ACTUAL SITE CONDITIONS. NEITHER PARTY FLR FLOOR DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED EXISTING. WORKING TELCO FACILITIES TO THE BUILDING OR THAT ETC.). PROVIDE INSULATED BUSHINGS ON ALL STUBBED-UP AND SHALL HAVE ANY OBLIGATION NOR LIABILITY TO FT FOOT/FEET #12 AWG WIRE UNLESS TOTALLY COMPLETE; AND ACCESSIBLE TO STARBUCKS CXA FOR LANDLORD HAS FURNISHED AND INSTALLED ONE (1)2" (51MM) MIN. EXPOSED CONDUIT ENDS. THE OTHER (EXCEPT STATED ABOVE) UNTIL A OTHERWISE NOTED. INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE (ENTRANCE) CONDUIT INCLUDING PULL STRING FROM TELCO STREET WRITTEN AGREEMENT 1S FULLY EXECUTED BY GC GENERAL CONTRACTOR GROUND WIRE NOT TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION FEED LINE TO THE BUILDING AS IDENTIFIED BY THE PHONE COMPANY. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE BOTH PARTIES. SHOWN. GFCI GROUND FAULT CIRCUIT INTERRUPTER VERIFICATION. NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING GND GROUND FACILITIES OR CONDUIT AND PULL STRING ARE NOT INSTALLED. WALLS, FLOORS. CEILINGS OR OTHER SURFACES IDENTIFIED TO I STARBUCKS TEMPLATE VERSION 12018.10.16 D. INSTALLATION VERIFICATION SHALL BE PERFORMED BY REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF HR HOUR STARBUCKS CXA. CONTRACTOR SHALL SUPPORT STARBUCKS GENERAL CONTRACTOR IS TO ENSURE THAT THERE IS A 2" (51MM) MIN. WORK. HVAC HEATING, VENTILATION, AIR CONDITIONING CXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY. CONDUIT WITH PULL STRING FROM THE DATA RACK TO THE DEMARC HW HOT WATER PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR (TELCO TO CUSTOMER HAND OFF EQUIPMENT) WHEN THE DEMARC IS 7. EXPOSED/SURFACE MOUNTED CONDUITS SHALL ONLY BE STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS MORE THAN 10' FROM THE DATA RACK. DISTANCES LESS THAN 10' WILL ALLOWED WHERE NECESSARY IN EXPOSED CEILING AREAS IF LCP LIGHTING CONTROL PANEL INSTALLED CORRECTLY. NOT REQUIRE CONDUIT. CONDUITS NEED TO BE SURFACE MOUNTED TO WALLS. i LL LANDLORD COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER FOR LS LIGHT SENSOR PHOTOCELL E. CONTRACTOR SHALL BE READILY AVAILABLE DURING PROVIDE A 3-POSITION GROUND LUG. GROUNDED WITH#6 AWG APPROVAL. GPD Engineering and Architecture LV LOW VOLTAGE INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR GROUND WIRE. IF REQUIRED BY TELEPHONE COMPANY. Professional Corporation DEFECTS DISCLOSED BY THE INSTALLATION VERIFICATION 8. VERIFY LOCATION OF ALL OUTLETS AND SWITCHES WITH MAX MAXIMUM PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER ALL TELEPHONE/NETWORK CABLING IS THE SCOPE OF WORK OF THE ARCHITECTURAL DRAWINGS. INTERIOR DETAILS. FINISH 520 SOUTH MAIN ST SUITE 2531 AKRON,OH 44311 MC MECHANICAL CONTRACTOR WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. TELEPHONE/NETWORK CABLING VENDOR. SCHEDULES: GENERAL CONTRACTOR, EQUIPMENT VENDORS. P 330-572-2100 F:330-572-2101 MDP MAIN DISTRIBUTION PANEL FIRE ALARM SYSTEM NOTES STARBUCKS AND EXISTING SITE CONDITIONS. VERIFY FINAL DOOR MECH MECHANICAL F. ALL HVAC; EXHAUST FAN; AND AIR CURTAIN EQUIPMENT SHALL HINGE LOCATION PRIOR TO SWITCH INSTALLATION AND ADJUST GPD PROJECT NO 2016355.42 MEP MECHANICAL, ELECTRICAL. AND PLUMBING IF STARBUCKS IS REQUIRED TO PROVIDE A FIRE ALARM AND/OR FIRE BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S SWITCH LOCATION IF NEEDED. DO NOT MOUNT MEG MANUFACTURER ALARM MONITORING AND/OR PHONE LINES FOR A FIRE ALARM. AS TESTING. ADJUSTING AND BALANCE AGENT( SEE TESTING, POS 1 DATA LINE NOTES RECEPTACLES/SWITCHES IN LOCATIONS THAT WOULD CONFLICT P MIN MINIMUM SPECIFIED IN THE LEASE AGREEMENT, THE CONTRACTOR IS TO NOTIFY ADJUSTING AND BALANCING)AFTER THE SYSTEM IS VERIFIED TO WITH MIRRORS, SEAMS OF WALLS, WAINSCOTS, TILE �0R D `�'�Es GNOC IMMEDIATELY THAT FIRE ALARM LINES ARE NEEDED. STARBUCKS BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN TRANSITIONS, ETC.. G 11�I ;o NL NIGHTLIGHT ACCORDANCE WITH THE REQUIREMENTS OF THESE cu �� PREFERRED FIRE ALARM SERVICE PROVIDER; STANLEY, IS TO BE STARBUCKS CONTRACTS DIRECTLY WITH THE DATA CABLING VENDOR � � NTS NOT TO SCALE CONTACTED BY THE CONSTRUCTION MANAGER TO INSTALL FIRE ALARM DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTED TO SUPPLY AND INSTALL CATEGORY 5e (CAT5e) LAN CABLE AND Q.- PANEL 8.300 PANEL AND/OR MONITORING SERVICE AS REQUIRED. TO ENSURE THAT CONTROL DEVICES, COMPONENTS: CONNECTORS FOR THE POINT OF SALE (POS) SYSTEMS. CONTRACTOR ..n '.; OCP OVERCURRENT PROTECTION EQUIPMEOPERATEnT AND SYSTEMS ARE IN ACCORDANCE WITH THESE PLAN.SDJUSTED AND AND PROJECT VOENDOR.DULE INSTALLATION OF DATA CABLINGDATA CABLING VENDOR REQUIRES A LEAD TIME FORITH DATA GENERAL GENERAL NOTES OR REFERENCE MANUAL. SEQUENCES OF OPERATION SHALL BE TESTED INSTALLATION. DATA CABLING VENDOR WILL COORDINATE REGIONAL S J REQ(D) REQUIRE(D) TO ENSURE THAT THEY CARBON MONOXIDE CONTRACTR QUIREMENNTSRDELIVERABLES: PRELIMIATE IN ACCORDANCE INARY THETH INSTALLERS. SCOPE ��ENPT: 10 SCX\ 02/28/19 REV REVISION WRITTEN TESTING AND AIR BALANCE REPORT CONFORMING TO AT THE START OF CONSTRUCTION, STARBUCKS CONSTRUCTION THE INTENT OF THE DRAWINGS AND PROJECT MANUAL IS TO PROVIDE A SF SQUARE FEET (CO} DETECTOR NOTES THE REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE MANAGER SCHEDULES DELIVERY OF CASH REGISTER/MANAGER'S COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE EXPIRES:06/30/2020 Q SHT SHEET INFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXA WORKSTATION EQUIPMENT AND INSTALLATION BY A POS INSTALL ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR. 2 SPECS SPECIFICATION(S) COORDINATE INSTALLATION OF CARBON MONOXIDE (CO) DETECTOR IMMEDIATELY UPON COMPLETION OF THE WORK. TECHNICIAN FOR ONE (1) MONTH PRIOR TO STORE OPEN. MATERIAL. AND EQUIPMENT NECESSARY TO COMPLETE THE CD SST STAINLESS STEEL(0 DEVICE(S)AND LOW VOLTAGE WIRING WITH STARBUCKS SECURITY CONTRACTOR TO VERIFY DELIVERY SCHEDULE TWO (2) WEEKS PRIOR ELECTRICAL WORK. X VENDOR FOR NEW STORES, RELOCATIONS AND MAJOR RENOVATIONS. IF G. CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN TO DELIVERY AND INSTALLATION DATE. EQUIPMENT IS SHIPPED UJ -c TEL TELEPHONEEQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE SITE EXAMINATION p IN VENDOR SCOPE. VENDOR TO PROVIDE AND INSTALL DEVICE(S) IN BOH DIRECTLY TO THE STORE. CONTRACTOR TO ACCEPT POS EQUIPMENT THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL TEMP TEMPORARY II AND FOH (AS APPLICABLE PER STARBUCKS STANDARDS) TESTING ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL DELIVERY. DO NOT REFUSE DELIVERY. to TYP TYPICAL PERFORMANCE TESTING PRIOR TO STARTING TESTING. AREAS WHERE EQUIPMENT. CONDUIT. AND WIRING WILL BE INSTALLED QI CONTRACTOR SHALL OPERATE EQUIPMENT FOR STARBUCKS DATA CABLING TECHNICIAN TO PROVIDE ALL CAT5e LAN CABLING AND AND WILL REPORT ANY CONDITION THAT. IN HIS OPINION. PREVENTS 1211 UC UNDER COUNTER CXA AND VERIFY BY DEMONSTRATION THE CORRECT OPERATION CONNECTORS FROM ALL DESIGNED AND FUTURE CASH REGISTER THE PROPER INSTALLATION OF THE ELECTRICAL WORK. ❑ co WUNO UNLESS NOTED OTHERWISE OF EQUIPMENT. RESPONSE OF SENSORS. AND PROPER LOCATIONS. MANAGER'S WORKSTATION, ALL OTHER NETWORKED N IY CONTROLS AND OPERATION EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCESEQUIPMENT{CUP LABELERS. CLOVER. BUMP BAR. ETC...) AND STANDARDS VIt Q WH WATER HEATER INCLUDING BUT NOT LIMITED TO. AIR MOVEMENT; TEMPERATURE, WIRELESS ACCESS POINT TO THE DATA RACK AREA. CONTRACTOR IS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE V J TO HAVE CONDUIT WITH PULL STRING IN PLACE FOR ALL CABLE RUNS PROVISIONS OF OSA, ULC. NEC; ASTM, UL. ETL. NEMA ANSI, AS v CO WP WEATHER PROOF THE GENERAL CONTRACTOR SHALL CONTACT VENSTAR PRIOR TO THE SOUND. AND CONTROL RESPONSE. PROVIDE ANY SECURITY APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. ACCESS. HARDWARE. SOFTWARE, OR OTHER SUPPORT AS PRIOR TO CABLE INSTALL DATEI ` ' O LAST WEEK OF CONSTRUCTION FOR COMMISSIONING. NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS I FURNISH AND INSTALL RACEWAYS WITH PULL STRINGS AND JUNCTION AND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA WILL STARBUCKS NEW STORE GROUP IS RESPONSIBLE FOR COORDINATING CODES BOXES FOR THERMOSTAT(S) AND SENSOR(S) RECORD THE EQUIPMENT OPERATION AND RESPONSE TO STARBUCKS POS SYSTEMS DELIVERY AND INSTALLATION WITH THE POS ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL o I- NTESTING SEQUENCES AND PREPARE A LIST OF ANY VENDOR. THIS GROUP MAY BE CONTACTED AT: APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE CV co DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCEOF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE LL- CV D SET RESTROOM OCCUPANCY SENSOR TO 15 MINUTE 'ON' DURATION IN NEWSTORES@STARBUCK5.COM — N- SINGLE OCCUPANT RESTROOM AND TO 20 MINUTE 'ON' DURATION IN TESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENT CODES, THE HIGHEST STANDARD SHALL APPLY. ELECTRICAL O &J0 MULTI OCCUPANT RESTROOM UNLESS JURISDICTION REQUIREMENTS INCLUDES. BUT IS NOT LIMITED TO, AIR HANDLING UNITS. CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM 1 CO N ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS. STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. r E STATE OTHERWISE. I j j 0 COPIEn LL LIGHTING S OF ALLOISTOLS, ETC. DELIVERABLES:ART UP REPORTS, FILLED OUTIDE ONHOMPLETED COMMUNICATION SYSTEM NOTES PERMITS AND FEES 0 O COORDINATE WITH DRAWINGS AND LCP VENDOR FOR DEVICE MANUFACTURER'S FORMS. TO THE STARBUCKS CXA. THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL �/ LOCATIONS. VENDOR SHALL COMMISSION CONTROLS. CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT THE LANDLORD HAS PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE Z Et < Cn 0 00_ THE GENERAL CONTRACTOR IS TO COMPLETE FINAL CONNECTION AFTER H. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES FURNISHED AND INSTALLED ONE (1)ADDITIONAL 2" (51MM) (ENTRANCE) ELECTRICAL WORK. U [� ry U CD OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL CONDUIT INCLUDING PULL STRING (FOR A TOTAL OF TWO (2)) FROM THE W 9 UJ Q Q � DATA RACK AND NETWORK INSTALLATION, THE GENERAL CONTRACTOR V PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE STREET FEED TO THE BUILDING AS IDENTIFIED BY THE INTERNET SERVICE WARRANTY �' a (V0 IS TO CONTACT LCP VENDOR TO VERIFY SYSTEM OPERATION AND O N MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE PROVIDER. THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT 0 (� — o TROUBLESHOOT IF REQUIRED. SYSTEM AND CONSTRUCTION SCHEDULE. ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP Ln FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE r� I_ CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK cD TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS WIRELESS NETWORK NOTES PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING STORE #: 418 ENERGY MANAGEMENT SYSTEM (EMS) CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS PROJECT #: 04753-029 PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR AND WORKMANSHIP. a) CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THEISSUE DATE: 02.25.19 SUBMITTAL CABLING FOR INTERNET SERVICE SHALL BE FURNISHED AND INSTALLED E THE GENERAL CONTRACTOR SHALL INSTALLATION SYSTEM DURING ANY AND ALL RE-TESTING CORRECTIONS DESIGN MANAGER: JOHN PARK LIGHTING CONTROLS AND EMS PRIOR TO LAST WEEK OF BY THE VENDOR FOR FIBER OR BROADBAND CONNECTIONS. T1 AND LEEDOAP U SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO ETHERNET EXTENSION CABLING IS PROVIDED BY THE STARBUCKS 0 O CONSTRUCTION. IF NEEDED. FURNISH AND INSTALL TEMPORARYTHE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: (TELEPHONE/ NETWORK) CABLING VENDOR. COORDINATE WITH LANDLORD REQUIREMENTS CHECKEDBY DESIGNER: GUY RIPLEY THERMOSTATS AND SENSORS. AND ROUTE ALL LOW VOLTAGE FINAL BALANCE REPORT. DEFICIENCIES LIST NOTING WIRING THROUGH EC PROVIDED CONDUITS (COORDINATE WITH PERFORMED BY CONTRACTOR IN STARBUCKS. O CORRECTIVE ACTIONS o N ELECTRICAL). RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD/ Revision Schedule co PERFORMANCE TEST RESULTS. BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS. IF L FURNISH AND INSTALL RACEWAYS WITH PULL STRINGS AND LANDLORD 1 BUILDING OWNER DOES HAVE REQUIREMENTSCONTRACTOR Rev Date By Description N JUNCTION BOXES FOR THERMOSTAT(S) AND SENSOR(S). J. CONSTRUCTION AND POST CONSTRUCTION TESTING: MUSIC SYSTEM NOTES SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENT; S AND '— DADDITIONAL TESTING MAY BE REQUIRED AND OTHER ADHERE TO THEM. WHERE LANDLORD/ BUILDING OWNER REQUIREMENTS — SET RESTROOM OCCUPANCY SENSOR TO 15 MINUTE 'ON' DURATION PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH CONTRACTOR SHALL CONDUCT. MOUNT OWNER FURNISHED SPEAKERS WHERE SHOWN ON INTERIOR ARE MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF O IN SINGLE OCCUPANT RESTROOM AND TO 20 MINUTE 'ON' DURATION COMMISSIONING SERVICE REFLECTED CEILING PLANS AND IN COORDINATION WITH ALL PLANS. THE ENGINEER). LANDLORD / BUILDING OWNER REQUIREMENTS SHALL IN MULTI-OCCUPANT RESTROOM UNLESS JURISDICTION DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS REQUIREMENTS STATE OTHERWISE DIRECTED BY STARBUCKS CXA. DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS. GOVERN. INSTALL AND CONNECT OWNER FURNISHED WIRING SYSTEM BETWEEN COORDINATE WITH DRAWINGS AND LCP VENDOR FOR DEVICE ALL SPEAKERS AND THE OWNER PROVIDED MUSIC SYSTEM. SET LOCATIONS. VENDOR SHALL COMMISSION CONTROLS, WATTAGE TAP ON EACH SPEAKER'S ROTARY SWITCH PER TAP SETTINGS SHEET TITLLERICAL NOTESE:NOTED ON PLANS. ELEC I co i? THE GENERAL CONTRACTOR IS TO COMPLETE FINAL CONNECTION AFTER DATA RACK AND NETWORK INSTALLATION. THE GENERAL CONTRACTOR IS TO CONTACT LCP VENDOR TO VERIFY SYSTEM SCALE: AS SHOWN cn OPERATION AND TROUBLESHOOT IF REQUIRED. a SHEET NUMBER: (NI (0 N_ N EGRESS LIGHTING NOTES *ter jilir 7.; A EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED INTERNALLY ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CHAPTER 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS 1011.6.1 AND 1011.6.3 RESPECTIVELY. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX). (1011.3) O 2018 STARBUCKS COFFEE COMPANY B. ANYTIME A BUILDING OR A PORTION OF A BUILDING IS OCCUPIED. THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL STAR B U C KS® BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL. (1006) 2401 UTAH AVENUE SOUTH C. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL SEATTLE, WASHINGTON 98134 BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY, IN THE (206) 318-1575 EVENT OF POWER SUPPLY FAILURE. ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR THESE DRAWINGS AND THE PROJECT MANUAL THE FOLLOWING AREAS. (1006.3): ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS 1) AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND CORPORATION, WHICH IS THE OWNER OF THE SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), 2) CORRIDORS, INTERIOR EXIT STAIRWAYS & RAMPS AND EXIT SHARED WITH THIRD PARTIES OR USED IN ANY PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MANNER ON OTHER PROJECTS OR MORE EXITS. EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS 3) EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL CORPORATION. THESE DRAWINGS AND OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED SPECIFICATIONS ARE INTENDED TO EXPRESS FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO 4) INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN CHANGE AT ANYTIME)AND DO NOT REFLECT SECTION 1027.1 IN BUILDINGS REQUIRED TO HAVE TWO OR ACTUAL SITE CONDITIONS. NEITHER PARTY MORE EXITS. SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A 5) EXTERIOR LANDINGS. AS REQUIRED BY SECTION 1008.1.6 EXIT WRITTEN AGREEMENT IS FULLY EXECUTED BY DISCHARGE DOORWAYS IN BUILDING REQUIRED TO HAVE TWO BOTH PARTIES. OR MORE EXITS. ISTARBUCKS TEMPLATE VERSION i2018.10,16 I D. THE EMERGENCY POWER SYSTEM SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM WHICH IS TO PROVIDE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1 1/2 HOUR IN CASE OF PRIMARY POWER LOSS. CONTINUED ILLUMINATION IS TO BE PROVIDED FROM STORAGE BATTERIES. UNIT EQUIPMENT OR AN ON-SITE GENERATOR AND THE ._ INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 27. (1006.3) GPO Engineering and Architecture E. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO Professional Corporation PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 520 SOUTH MAIN ST SUITE 2531 AKRON,OH 44311 FOOT CANDLE (11 LUX)AND A MINIMUM AT ANY POINT OF 0.1 FOOT P:330-572-2100 F 330-572-2101 CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. A MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY GPD PROJECT NO: 2016355.42 RATION OF 40:1 SHALL NOT BE EXCEEDED. (1008.1.9.3) ---- ( ,S>0.AG4NEF� 8:39 ' �f..#. SR. S �c ��FNP.oscx\'' 02/28/19 Q EXPIRES:06/30/2020 2 CD co W X o Cr QI Q CO 0Lu N CI' 1 Q C/) >- 2 O Z I T — N cu (NI L o 0 6 UICS; a) Lu 1-"" n cr o 2 in 0 > ° Z CLQ cn o co 0 5 Q U O Et 0) LU ( W O < O 0 N CC -� LL' CO O A LC) STORE #: 418 o PROJECT #: 04753-029 a) a) ISSUE DATE: 02.25.19 SUBMITTAL DESIGN MANAGER JOHN PARK 0 LEEDO AP: 0 PRODUCTION DESIGNER: GUY RIPLEY 0 CHECKED BY: O L in Revision Schedule _as N Rev Date By Description a) D U 2 SHEET TITLE: ELECTRICAL NOTES LC) 4 SCALE: AS SHOWN C) Q SHEET NUMBER: C\I CO (N E002 N EXTERIOR SIGNAGE SCHEDULE -"S" SITE SCHEDULE -"Y" I DESIGN 1D,DIS COUNTDESCRIPTION FURN. BY I INST. BY COMMENTS SHEET NOTES ELECTRICAL SITE PLAN NOTES illitie GNAGDESIGN IDI COUNT I DESCRIPTION 1 FURN. BY 1 INST. BY COMMENTS X13163 1 3 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED SB GC GC TO COORDINATE WITH SB )11111111111r ...;:. 111111114L, EXTERIOR MENU EVOLVED-54IN 1370MM VENDOR 1. SPEAKER. 120V. 2#10. #10G, 1"C TO BE RAN A. LANDLORD SHALL DRILL ANY LOCATIONS THAT CONDUIT ISIGNAGE DRIVE THRU UNDERGROUND PENETRATES EXISTING WALLIFOOTER TO ENTER 14116 1 MENU BOARD - DT DIGITAL ORDER SCREEN -FLAT SB GC BUILDING. BLACK MT0028 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED SB GC GC TO COORDINATE WITH SB 2. DRIVE THROUGH SIGNAGE. PYLON SIGNS, PRE-MENU AND ARROW SERIES -461N 1170MM VENDOR 14119 1 MENU BOARD- DT 5 PANEL FREESTANDING- SB :GC MENU BOARD. 120V, 2#10. #10G 1"C TO BE RAN B. E.C. SHALL PROVIDE THREE SPARE CONDUITS TO BE 108X651N 2745X1650MM - FLAT BLACK MT0028I 14104 1 SIGN - DT DIRECTIONAL ILLUMINATED ARROW SB GC GC TO COORDINATE WITH SB UNDERGROUND. VIA TIME CLOCK. RUN THROUGH FOUNDATION WALL TO FRONT OF 14120 1 MENU BOARD DT PRE MENU FREESTANDING SB GC SERIES WITH LOGO -461N 1170MM VENDOR BUILDING. THREE SPARE 1" CONDUITS TO BE RUN 36X65IN 915X1650MM - FLAT BLACK MT0028 14106 1 SIGN - DT CLEARANCE BAR ARROW SERIES SB GC GC TO COORDINATE WITH SB 3. DETECTOR LOOP TO BE CENTERED ON DT THROUGH FOUNDATION WALL OUT REAR OF BUILDING O FREESTANDING VENDOR WINDOW/ORDER SPEAKER COORDINATE WITH GC, TO ALL CONDUITS TO TERMINATE ABOVE CEILING. 15700 1 MENU BOARD - DT DIGITAL ORDER SCREEN SB GC BE 2" BELOW DT LANE PAVEMENT CONTROL BOX 14534 2 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES SB GC GC TO COORDINATE WITH SB 2018STARBUCKS COFFEE COMPANY FENCE AND RAILING FLUSH MOUNTED- RH -721N 1830MM VENDOR C REFER TO DATA DEVICE SCHEDULE FOR LOW VOLTAGE 4. DATA FOR SPEAKER. RUN 1"C UNDERGROUND TO DATA DEVICES. STA RBOC KS 16102 7 FENCE MESH WITH WOOD TOP RAIL 54IN 1370MM SB GC SIGNAGE WORDMARK RACK. 16103 4 FENCE MESH WITH WOOD TOP RAIL-VARIABLE SB :GC 11394 1 (SIGN - INLINE ILLUMINATED FLUSH MOUNTED - 161N SB GC METAL ;405MM • 5. 314"C FOR DETECTOR LOOP TO BE RAN UNDERGROUND. 2401 UTAH AVENUE SOUTH x2001 3 METAL SKIN/TRIM IGC 1GcSEATTLE, WASHINGTON 98134 (OTHER ___/\ 6. AUDIO/VIDEO FOR SPEAKER POST AND DETECTOR LOOP (206) 318-1575 WIRING TO BE RAN THROUGH 1"C UNDERGROUND INTO 10042 2 BIKE RACK HOOP GC GC CONTROL BOX - n BUILDING AND THEN ROUTED TO DT POS AREA 14093 1 DT WAYFINDING GRAPHIC ORDER POINT STAR _ SB GC *' 11n \ THESE DRAWINGS AND THE PROJECT MANUAL PATTERN -WHITE 11 11 0 7. 120V POWER FROM MENU BOARD CIRCUIT TO LED ON ARE CONFIDENTIAL AND SHALL REMAIN THE TENANT 1111 `. -- VECHILE LOOP ASPHALT OR DIGITAL DISPLAY. SOLE PROPERTY OF STARBUCKS 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW-WHITE GC GC co 2 I� II s, DETECTOR CONCRETE BY LL CORPORATION, WHICH IS THE OWNER OF THE 14101 1 DT WAYFINDING GRAPHIC ENTRY ARROW- GREEN GC GC II 11 y 8 CONDUIT TO BE STUBBED UP THROUGH FOUNDATION COPYRIGHT IN THIS WORK. THEY SHALL NOT 14103 2 BOLLARD NONILLUMINATEDE SQUARE - FLAT SB GC __,�,rJJ II BE REPRODUCED (1N WHOLE OR 1N PART), BLACK MT0028 _� �" . _ 4 �_ a _ 9. APPROXIMATE LOCATION OF DATA RACK. SHARED WITH THIRD PARTIES OR USED IN ANY 14163 1 DT ORDER POINT CANOPY FREESTANDING FLAT SB GC CONDUIT FORM ..1 �'', MANNER ON OTHER PROJECTS OR BLACK MT0028 INSIDE BUILDING ' 1"' .,'.r.•..' J, 10. ELECTRICAL SERVICE FROM UTILITY TRANSFORMER TO EXTENSIONS TO THIS PROJECT WITHOUT THE X12000 1 STEEL PIPE LIGHT POST-TRASH ENCLOSURE GC GC GC TO DETERMINE HEIGHT IN FIELD / CT CAB AND METER. COORDINATE LOCATION OF CT CAB PRIOR WRITTEN CONSENT OF STARBUCKS GRAVEL AND CORPORATION. THESE DRAWINGS AND X14107 13 STEEL PIPE BOLLARD-CONCRETE FILLED SB GC LOOP SAND AND METER WITH OWNER. SEE SINGLE LINE DIAGRAM. SPECIFICATIONS ARE INTENDED TO EXPRESS SUPPORT DESIGN INTENT FOR A PROTOTYPICAL 112" PVC 2" LONG A A SECTION CUT 11, PROVIDE AND INSTALL 4" CONDUIT UNDERGROUND WITH STARBUCKS STORE (WHICH IS SUBJECT TO TUBING PULLSTRING FROM TELEPHONE COMPANY POLE CHANGE AT ANYTIME)AND DO NOT REFLECT 90 DEGREE ELBOW FOR 112" PVC TUBING COORDINATE REQUIREMENTS WITH PHONE COMPANY. ACTUAL SITE CONDITIONS. NEITHER PARTY � � 1 12"- 18" 5'A - 0" SHALL HAVE ANY OBLIGATION NOR LIABILITY TO •—.. f• THE OTHER (EXCEPT STATED ABOVE) UNTIL A 4 __-- 1/2" PVC 3" LONG TUBING WRITTEN AGREEMENT IS FULLY EXECUTED BY r c 1 \ BOTH PARTIES LEADI STARBUCKS TEMPLATE VERSION 12018 10.16 I WIRE PREFAB IF ORDERED LOOP sor SLOT 1.5' WIDE BY 5' LONG a .,-_ 4131 STONE CURB . i . .c COUPLING / PLAN VIEW TUBING PC TFOR U G SENSOR LOOP GPD Engineering and Architecture Scale N T S Professional Corporation 520 SOUTH MAIN ST,SUITE 2531 AKRON,OH 44311 P 330-572-2100 F:330-572-2101 GPD PROJECT NO: 2016355.42 . 8:390' , ►•R �!! ST �Pr102' \0 (('I' N p SCX` 02/28/19 0---- 04 J • EXPIRES:06/30/2020 E0 O I • — CD X o►—L 19135 10 — - 'n�r,I O © e —7 "C D co • III I---- _ _ �'\. .1I I 1 Q • IIIL � ��..:, .. . , . 0 .::.: crci $ III . . . ...,...„, PANELS x li + • / 0 LTJ 1 ill - 20 r - vI x I �7J 000 d i— L �- w IYin � OO C4T) 00 2a 0 12 „n ;,r,. :. ,,.. i, . •.: , ' ELECTRICAL-DT MENU BOARDS EI) Sie1I8' = 10" (Ni • , r / - O .%' A 30 COCfl CC I� • .::• Lc)i �a .... �....: � a 2 • 8 Nr • A-3� I ,' $ STORE #: 418 01 ��—_—J ;x ; PROJECT #: 04753-029-\ �..• ISSUE DATE 02.25.19 SUBMITTAL �� © DESIGN MANAGER: JOHN PARK co E O , ! 1 PRODUCTION DESIGNER: GUY RIPLEY 0 ! 1 CHECKED BY: ( ,;._ ., 5 Revision Schedule •U) / Rev Date By Description . U ' ` / ` /• 5ELECTRICAL-DT WINDOW /! / F 4 - C Scale: 1/4" = 1' 0" � /' • // `' SHEET TITLE: /• ' / • = ELECTRICAL SITE PLAN Q // •N / a- ELECTRICAL SITE PLAN0 SCALE: AS SHOWN o 1I 8' 16' 32' SHEET NUMBER: N • sca,e 1116" = 1'-0" •••.. i : Scale, 1116"=1'-0" N N 4 . *** RESPONSIBILITY SHEET NOTES ELECTRICAL WORK DESCRIPTION LANDLORD STARBUCKS GENERAL NOTES le ....; Ahh. SCOPE OF WORK SUMMARY MAIN BUILDING SERVICE AND x 1 SHOW WINDOW RECEPTACLES TO BE 8. DISHWASHER. E.G. SHALL PROVIDE 14-50R A REFER TO ELECTRICAL DETAIL SHEETS FOR EXACT POWER METER MOUNTED ABOVE WINDOWS. RECEPTACLE AND CORD @18"AFF, 3#8, 1# LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL THE FOLLOWING SCOPE OF WORK IS BASED ON THE ELECTRICAL PANELS AND 10G 3/4"C. DEVICES. LANDLORD'S WORKLETTER EXHIBIT C. THIS SCOPE OF WORK FEEDERS X 2. EXTERIOR SIGNAGE. COORDINATE WITH IS NOT INTENDED TO INDICATE THE FULL SCOPE, BUT ONLY A TEMPORARY POWER X SIGNAGE VENDOR/MANUFACTURER FOR 9. MOUNT REFRIG./FREEZER RECEPTACLES AT B. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR BROAD SUMMARY. THE CONTRACTOR SCOPE, SHALL • CONNECTION AND POWER REQUIREMENTS, 36" AFF. CONFIRMING ALL VOLTAGE REQUIREMENTS ON ALL REFERENCE THE COMPLETE GENERAL CO T RAER FOR A MORE ELECTRICAL PANEL BREAKERS x SEE ARCH- PLANS FOR LOCATION. PROVIDE EQUIPMENT AND PROVIDING BUCK-BOOST TRANSFORMERS DETAILED DESCRIPTION OF WORK BY BOTH PARTIES. ANY ABOVE FLOOR BRANCH CIRCUIT ALL PENETRATIONS AND CONNECTIONS, 10. ICE MACHINE WITH REMOTE CONDENSER. AS MAY BE NEEDED FOR CODE. ALL ARE NOT QUESTIONS REGARDING SCOPE SHALL BE BROUGHT TO DISTRIBUTION X CONCEAL FROM VIEW. E.C. SHALL PROVIDE COORDINATE WITH MANUFACTURER SPECS NECESSARILY INDICATED. 02018 STARBUCKS COFFEE COMPANY STARBUCKS ATTENTION FOR CLARIFICATION. DISCONNECT SWITCH IF NOT PROVIDED WITH FOR REQUIREMENTS AND CONNECTION. • RESPONSIBILITY INDICATED BELOW MEANS FURNISHED, UNDER-FLOOR /SLAB POWER SIGN PER CODE. PROVIDE A RECEPT. AT 72"AFF. C. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH 5TA I B V C KS° CONDUITS IN BUILDING (WIRING X PLUMBING AND HEATING. VENTILATING, AND AIR PERMITTED AND INSTALLED BY THE PARTY INDICATED. BY STARBUCKS) 3. DUCT SMOKE DETECTOR. COORDINATE WITH 11. CO2 SENSOR AND ALARM. COORDINATE WITH CONDITIONING (HVAC) CONTRACTORS FOR ANY 2401 UTAH AVENUE SOUTH UNDERGROUND SITE CONDUITS MECHANICAL FOR HVAC INTERLOCK SHUT MECHANICAL FOR POWER REQUIREMENTS. ADDITIONAL EQUIPMENT NEEDING POWER. FOR DT; SIGNS. MENU BOARD, DOWN. SEATTLE, WASHINGTON 98134 DETECTOR LOOP & DCB (WIRING x 12. THERMOSTAT AND SENSOR. PROVIDE D. ANY EQUIPMENT NOTED AS 'FUTURE SHALL BE PROVIDED (206) 318-1575 - /CABLING BY STARBUCKS) 4. E.C. SHALL PROVIDE WEATHERPROOF GFI JUNCTION BOX FOR CONNECTION. WITH APPROPRIATE RECEPTACLES AND WIRING TO - SITE LIGHTING X 1 DUPLEX RECEPT. ON RTU. COORDINATE WITH ENABLE FUTURE OPERATION. THESE DRAWINGS AND THE PROJECT MANUAL RTU MANUFACTURER FOR RECOMMENDED 13. CONVENIENCE OUTLET @18" AFF. ARE CONFIDENTIAL AND SHALL REMAIN THE ` EXTERIOR BUILDING & PATIOX MOUNTING AND LOCATION. E. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS SOLE PROPERTY OF STARBUCKS LIGHTING 14. POWER AND DATA FOR FUTURE MENU (NOT RECEPTACLES) SHALL BE UTILIZED WHERE DATA& PHONE SERVICE, DMARC 5. EXHAUST FAN- FAN TO RUN CONTINUOUSLY BOARDS RUN SIX ETHERNET CABLES ABOVE REQUIRED BY CODE (KITCHENS, WET AREAS, ETC.)AND AT CORPORATION, WHICH IS TOWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT & (2) 2" CONDUITS TO x DURING OCCUPIED MODE. RUN THROUGH CEILING TO DATA RACK. 120V, 20A CIRCUIT ANY FLOOR BOXES PROVIDE DEDICATED NEUTRAL WIRE BE REPRODUCED (IN WHOLE OR IN PART), STARBUCKS SPACE LIGHTING CONTROL PANEL. COORDINATE FOR POWER- SEE DETAIL 21E502 FOR MORE FOR ALL THESE CIRCUITS AND IN ACCORDANCE WITH NEC. SHARED WITH THIRD PARTIES OR USED IN ANY IDT WINDOW POWER X WITH MECHANICAL. INFORMATION. ALL 115 AND 120V CIRCUITS RATED 15A AND 20A. ALL MANNER ON OTHER PROJECTS OR SINGLE PHASE BREAKERS RATED 150 VOLTS TO GROUND EXTENSIONS TO THIS PROJECT WITHOUT THE DT WINDOW EXTERIOR LIGHTS (2 X 6. POWER FOR WATER HEATER. E.C. TO 15. POWER FOR BANQUETTE SEATING. E.0 TO OR LESS. 50A OR LESS AND THREE-PHASE BREAKERS PRIOR WRITTEN CONSENT OF STARBUCKS EACH) COORDINATE WITH MANUFACTURER FOR COORDINATE REQUIREMENTS WITH RATED 150 VOLTS TO GROUND OR LESS, 100 AMPERS OR CORPORATION. THESE DRAWINGS AND FIRE ALARM SYSTEM X POWER REQUIREMENTS AND PROVIDE MANUFACTURER SPECIFICATIONS FOR LESS. SPECIFICATIONS ARE INTENDED TO EXPRESS TOGGLE SWITCH FOR DISCONNECTION POWER AND EXACT LOCATION. DESIGN INTENT FOR A PROTOTYPICAL MEANS. PROVIDE POWER FOR BOOSTER PUMP F. EQUIPMENT REQUIRES CONNECTION TO THE BUILDING STARBUCKS STORE (WHICH IS SUBJECT TO IF REQUIRED. 16. RECEPTACLE FOR LAMP © 18" AFF TO BE RUN ELECTRICAL SYSTEM. FURNISH AND INSTALL ALL CHANGE AT ANYTIME) AND DO NOT REFLECT THROUGH SWITCH AT SWITCH BANK. SEE NECESSARY CONDUIT, WIRE, CONNECTIONS. ACTUAL SITE CONDITIONS. NEITHER PARTY 7 DT WINDOW/AIR CURTAIN POWER. E.C. SHALL LIGHTING CONTROLS ON SHEET E102 FOR RECEPTACLES AND OVERCURRENT PROTECTION SHALL HAVE ANY OBLIGATION NOR LIABILITY TO COORDINATE POWER REQIREMENTS WITH MORE INFORMATION. NECESSARY TO ENSURE THE EQUIPMENT FUNCTIONS THE OTHER (EXCEPT STATED ABOVE) UNTIL A MANUFACTURER SPECIFICATIONS PRIOR TO PROPERLY AND COMPLIES WITH ALL APPLICABLE LOCAL WRITTEN AGREEMENT IS FULLY EXECUTED BY ROUGH-IN. AND NATIONAL CODES. COORDINATE EQUIPMENT BOTH PARTIES. REQUIREMENTS WITH MANUFACTURER CUT SHEET PRIOR --Ar----- �__, TO ROUGH IN. I STARBUCKS TEMPLATE VERSION 12018.10 16 I 1,-,:•:•,-, _..._w. .. fl - --------------tE �. .. ._ .__ - -uu.u.... GBOXES AND OUTLETS `� ALL BACK BAR AND FRONT BAR J B Mf 1 } 00 A 31SURFACE MOUNTED. PROVIDE SPAIRE CONDUITS AS SHALL BE P .T'. Fil N(1)AD A-25 Eri.._.1404-141: BETWEEN ALL J-B X S FOR FUTURE ELECTRICAL A-31 PANELS = REQUIREMENTS. ALL J BOXES SHALL BE POSITIONED TO — 16 ;i AVOID OBSTRUCTION OF ANY EQUIPMENT SUCH AS I I= , I REFRIGERATORS AND DISHWASHERS. GPD Engineering and Architecture .:: ...,.. � _,.... is , __----t,, . Professional Corporation O € 5 :' 1 �i' H REFERENCE LANDLORD WORK LETTER FOR DIVISION OF P 2 • it'; € ) F I , ELECTRICAL SCOPE OF WORK AND COORDINATE WITH s2o SOUTH MAIN ST SUITE2ss -- 1\\._ ,,/ [-- _ „, STARBUCKS CONSTRUCTION MANAGER. P 330-572-2100 F 330-572-2101 JO €`, I GPD PROJECT NO: 2016355.42 ' I A -31 I 1 I :: A-24Hil KITCHEN EQUIPMENT SCHEDULE 6,- �GIN �R oz A 13 II i€ s .... CIRCUIT 8:39! k. ii, �~ 1.. il „ BREAKER Circuit • € t 8 # T:' f :i.ii w j /'' DESIGN ID DESCRIPTION VOLTAGE WATTAGE SIZE Panel Number WIRE SIZE __ ,._ , . „ gym1.:':"_:..::,.M.,. E501 1 • r . I.., 10102 ICE MACHINE 120 V 2136 30A A 12 2#10, 1#10G 314"C IP—�R . _ .,:. 10267 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A B 9 2#12, 1#12G, 314"C 0j pr 10,20 4 ,` . r , i 110267 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A_ B 6 2#12, 1#12G, 314"C SE- N P. SGNPJ 02 28/ A-9 E 11083 E502 110267 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A B 19 2#12, 1#12G, 314 C 19 g A 8 A_7 I 10267 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A B 17 2#12, 1#12G, 314"C Q ... {� O � � I EXPIRES:06/30/2020 1i � • � °� 10267 1 DOOR UNDERCOUNTER FRIDGE 120 V 50020A B 28 2#12, 1#12G, 314"C . I 10312 BREWER SOFT HEAT WARMING STAND 120 V 90 20A B 27 2#12, 1#12G, 314"C (.0 E 10970 I:' I1.E A-2,4,6 " MING STAND 314"CLLI A-1010312 BREWER SOFT HEAT WA 120 V 90 20A B 29 2#12 1#12G, . .:� .-: . i- A,....„.4 I o O • Er I lig I 1 �. 10473 NITROGEN GENERATOR R 120 V 500 20A B 3 2#12, 1#12G, 314"C L �, 3#6,# OG,314"CCt .� I I " 10746 DUAL BREWER SOFT HEAT 208 V 8200 50A B 30,32 3#6, 1#10G, 3!4"C Q €•; A A 15 t1400 20A B 31 2#12, 1#12G, 3/4"C 1I : --A 33 A- 14,16 IR 1 10808 GRINDER 120 V ❑ ... F , ...."....... _____ 10970 1 DOOR REACH IN FRIDGE 120 V 400 20A A 102#12, 1#12G, 314"Gp CO h,. e M A-26..E �., / u LU iii pR0 3 QI 15 15 FRIDGE 120 V 1200 20A A 9 2#12, 1#12G, 3I4'C OV 11 i 11083 2 DOOR REACH IN Q "I: I I 12407 TURBOCHEF WARMING OVEN 208 V 6240 40A B 35 37 3#6, 1#10G 314"C _ ' E 13682 :,,,: 0 r r� . v 12407 TURBOCHEF WARMING OVEN 208 V 6240 40A B 36,38 3#6, 1#10G, 3/4"C C J A-17,19, a::::> 10 k ,. „ � :,..."k::.::,,,"„- —.,,.- j 12508 ON COUNTER BLENDER 120 V 1800 20A B 16 2#12, 1#12G 314"C 11.1 A- 11 E 15186 - I E502 I • 12618 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A B 33 2#12, 1#12G, 314"C I 0 .ii1 ' ' I 1 12694 MASTRENA ESPRESSO MACHINE 208 V 6200 40A B 5,7 3#6, 1#10G, 3/4"C 1 _ d. 31 12694 MASTRENA ESPRESSO MACHINE 208 V 6200 40A B 8,10 3#6, 1#10G, 3/4"C U_ cul - I.... ,.t � 1 � A_7 E502 IN FREEZER 2#12, ca € B A 32 =Ca 1 £' 13682 2 DOOR REACH 120 V 1320 20A A 11 1#12G 3!4"C NO0 I A-8 4 I • 15186 DISHWASHER 208 V 6344 40A A 17,19 3#8 1#10G 314"C h 0- 1 I c my f r ` s > O U c/) 17588 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A B 2 2#12, 1#12G, 314"C E502 I I € M RlU-2. li• ,...,' I 4-- — - LII r 1 • I4 .. 1 A 1,3,5 . 1 W W 8 rn 0-7 E502 I . ..:. 9 _ V _, Y I-- c,•!) 4. LI I E502 __. i Lo A- 18,20 o O . ® E502 • I .. / ' STORE #: 418 J • I " co 2#8,#10G,3/4"C 1 — I i� PROJECT #: 04753-029 • N ( II I € ISSUE DATE: 02.25 19 SUBMITTAL _ �� J E 1 _.•}_ DESIGN MANAGER. JOHN PARK U 1 1 —• 1 ; 1 LEEDO AP: O DESIGNER: GUY RIPLEY CI 502 _-_—.__ .. q•- re' _ I PRODUCTION -__.,.-w J € _ -0 .......,. CHECKED BY: 2 ,� x € Tic ""` "_ �`"" � _ I O Revision Schedule - - ---- - - - 1 � E502 A 31 � .� 2 € 4w ,,,;,,,,,,,,, sem,: cn I €: RevDateDescription L By I W co 3 € E 10102 „ U I 6 . ,� ..n�n....�., € E502 ; A 12 r g • SHEET TITLE: Vy___, ,._.... _,,, w,.._,.._ n . _ ... ._....__ W. _. a---I-1 i_ �. POWER PLAN cN O A-21 O 2 2 POWER PLAN SCALE: AS SHOWN 2� p CO + 2' 4' 8' SHEET NUMBER: cy scale: 114" = 1'-0" — c0 N imi.sca'e:1g"=1'-0" N 1.1.1 11J LIGHTING FIXTURE SCHEDULE - "L" SHEET NOTES LIGHTING DESIGN PLAN NOTES laiiiie r N CO RI p 6) Q Q ¢ ¢ ¢ ¢ ¢ Q to 0 I DESIGN 1D 1 COUNT DESCRIPTION FURN. BY INST. BYBULB COMMENTS A. ALL FIXTURES IN WORK ROOM, BACK AND FRONT LINE. lifir ,., 1111k (ADDITIONAL LIGHTING EQUIP. 1. LOCATION OF SWITCHBANK. SEE DETAIL THIS SHEET ABOVE CONDIMENT CART; AND ANY OTHER AREAS 120VAC, A-27 EMS 1 VENSTAR EMS GC GC SEE EMS SHEET FOR MORE INFORMATION FOR MORE INFORMATION. WHERE EXPOSED FOOD, CLEAN EQUIPMENT OR PP 2 POWER PACK AND DIMMING DRIVER-LED GC GC VENDOR SPECIFIC POWER PACK UTENSILS, OR UNWRAPPED SINGLE SERVICE ITEMS WILL STRIP LIGHT 2. ALL EMERGENCY/EXIT LIGHTS TO BE WIRED AHEAD BE EXPOSED, SHALL HAVE SHATTERPROOF LAMPS IF TIC 1 TIME CLOCK AND CONTACTOR SB GC TORK T101 R TIME CLOCK OF ANY CONTROLS. THE FIXTURE IS NOT LENSED. ARCHITECT OF RECORD T T T TO INCLUDE APPROPRIATE LAMPS 1 FIXTURES ON T T T I EXIT 3. APROXIMATE LOCATION OF VENSTAR EMS SYSTEM. DRAWINGS AND SCHEDULES. AND COMPLY WITH ANY E.,- cc-,, v �n co E` ao I 11190 3 EXIT-EMERGENCY LIGHT-WHITE SB GC INTEGRATED LED LITHONIA#AFN E.0 SHALL COORDINATE INSTALLATION ADDITIONAL JURISDICTIONAL LIGHTING REQUIREMENT- O a a a 11419 6 EMERGENCY LIGHT DOUBLE BLACK SB GC LED 5W LOW ENERGY OR EQUAL JUNO#N1 BLHO REQUIRMENTS WITH VENSTAR SPECIFICATIONS_ B. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR 4. 24 HOUR TIME CLOCK. SEE DETAIL THIS PAGE FOR FIXTURES/SUPPORTS. Y ©2015sTAREUCKs COFFEE COMPANY \-- � 11517 3 EMERGENCY EXIT LIGHT- BLACK SB GC LED 5W LOW ENERGY OR JUNO: #NXPC-3-G-BL MORE INFORMATION. EXTERIOR LIGHTS/SIGNS EQUAL OTHER C. CENTER EMERGENCY/EXIT LIGHTS ABOVE DOORS, STARBUCKS® ( 5. POWER PACK FOR LED TAPE LIGHTING- E.C. SHALL UNLESS OTHERWISE NOTED. Ti TORK#T101 R 24 HOUR TIMECLOCK CONTROL: 13481 1 FLOOR LAMP WOOD RIBBED- DARK BROWN SB GC (1) E27 LAMP - DESIGNER TO COORDINATE WITH MANUFACTURER PECIFICATIONS 2401 UTAH AVENUE SOUTH WD0009 SPECIFY WATTAGE FOR INSTALLATION REQUIRMENTS. D. ADJUST FOCUS OF ALL RECESSED SEATTLE WASHINGTON 98134 PROGRAM TO TURN ON AT 4.50 AM & OFF AT 1:00 AM i 19135 1 LED SOLAR SECURITY DOWNLIGHT-GREY SB GC INTEGRATED LED POLE MOUNTED ON TRASH ENCLOSURE WALL DIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALL (COORDINATE TIMES WITH STARBUCKS) & WITH 24 HOUR (206) 318-1575 CONTROL TO TURN SIGNAGE OFF DURING DAYLIGHT AND RECESSED CAN 6. FLOOR LAMP TO BE POWERED FROM RECEPTACLE. ARTWORK, MENU BOARDS, AND MERCHANDISE BAYS. ON AT DUSK . 19109 54 CAN - LED DOWNLIGHT CONE WITH DRIVER- SB GC DRIVER: JUNO#2LEDDRIVER-G2-10LM-120-FRPC TO BE CONTROLLED VIA A SWITCH AT THE 2IN 50MM BLACK 1000LM SPOT ITRIM: JUNO#2LEDTRIM-G2-DC-27K-90CRI-SP-BBL SWITCHBANK. SEE E101 FOR MORE INFORMATION. THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE 19111 19 CAN - LED DOWNLIGHT CONE WITH DRIVER- SB GC DRIVER, JUNO#2LEDDRIVER-G2-10LM-120-FRPC 7, EXISTING FLOOD LIGHT TO BE REUSED. SOLE PROPERTY OF STARBUCKS 2IN 50MM - BLACK- 1000LM FLOOD TRIM: JUNO#2LEDTRIM-G2-DC-27K-90CRI-FL-BBL CORPORATION, WHICH IS THE OWNER OF THE (DIMMER 19115 23 CAN - LED DOWNLIGHT CONE WITH DRIVER - SB GC INTEGRATED LED DRIVER: JUNO#2LEDDRIVER-G2-10LM-120-FRPC COPYRIGHT IN THIS WORK. THEY SHALL NOT SWITCHBANK) 2IN 50MM-BLACK- 1000LM SPOT TRIM: JUNO#2LEDTRIM-G2-ADJ-27K-90CRI-SP-BL BE REPRODUCED (IN WHOLE OR IN PART), LUTRON MODEL SCONCE SHARED WITH THIRD PARTIES OR USED IN ANY #NT-600 DIMMER SWITCHBANK MANNER ON OTHER PROJECTS OR 16593 2 SCONCE - LED RESTROOM VANITY TUBULAR -ISB GC INTEGRATED LED DOLAN HOSPITALITY: #400290 SWITCHES !OPAL GLASS AND BRUSHED NICKELI EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS S S (STRIP CORPORATION. THESE DRAWINGS AND (d) (f) 14409 1 STRIP LED TAPE IN HOUSING VARIABLE SB GC INTEGRATED LED DESIGN TO SPECIFY HOUSING COLOR. FIELD SPECIFICATIONS ARE INTENDED TO EXPRESS CAFE PATIO LENGTH TRIMMABLE TO 61N LENGTHS DESIGN INTENT FOR A PROTOTYPICAL (a) (c) 14410 1 STRIP - LED TAPE -VARIABLE LENGTH SB GC INTEGRATED LED JUNO: # FLEX CONNECT SL212 - FIELD TRIMMABLE STARBUCKS STORE (WHICH IS SUBJECT TO BAR LAMP TO 61N LENGTHS CHANGE AT ANYTIME)AND DO NOT REFLECT X0565 3 VOLT STRIP -LED WALL WASHER SB GC INTEGRATED LED VOLT LIGHTING: #BDL-VTL-SD-16-KIT ACTUAL SITE CONDITIONS. NEITHER PARTY (e) (g) S SHALL HAVE ANY OBLIGATION NOR LIABILITY TO J THE OTHER (EXCEPT STATED ABOVE) UNTIL A SPARE SPARE WRITTEN AGREEMENT IS FULLY EXECUTED BY SPARE BOTH PARTIES- A-39 IL 11190 2O - L 11190 O A-39 .L..! 19109 I STARBUCKS TEMPLATE VERSION 12018.10.16 I L 11517 LIGHTING CONTROL DETAILS7 ,` Scale. N T.S ..... illimiLlibA I,47e •c e a A yll JH . is O L 13481 V* L 11517 L 16593` $ c I•• i r d ` O { I I. E GPD Engineering and Architecture A 27 �1 1-941-41 L 19109 € I ( I 1 r • € 3 I I Professional Corporation • • e. d 520 SOUTH MAIN ST.SUITE 2531 i L 191 1 1 [1 • _,a' P.330-572-2100AKF:o3330-5 2-2101 0M 11 d d d 311 r ii GPD PROJECT NO• 2016355 42 € d • L 19109 1L1 EMS •L 11419 R fl PRC ),c- :.• ��S A 38 © 011419 2� c.� �GINF�� s�o2 ii 6 _ii � L 16593 i L 19111 * L 191111d • o R 'e 8 :. A-37 sT S�pr 1 D.z°�� o 19109 •. ® 191Q9 F('E NPJ 2 } f . N P. S� 0212811 +' L 114.19 A-37 • ' EXPIRES:06/30/2020 Q A- 35 d d iI E co IL 19109_ L191091 1 ILLI X • Q 19115. I I I i �/ O .J — I �/ "` a L X91 Q9 L.Lr a F ci ? d . f 1 J co Lu ii C3 it 2� 1 • I E E N • a L 19109z :).L[19 151 HI �....� a >.... ....i 2 ;I_ 11419 ,• _ L X 565 =a I L 19109 Y 1 1 1 • I d d 2 Z 0u� • x O N CN co • LI19115 L 1517 L 191D9 1.1- h d • d O Cr) a f f Q L 19111 •• y cLU O / ❑ ❑ d ❑ • Q C A-34 Y a d _. ; Q ❑ 1 L11190 U Q H 0 gs o L19109 L19115I W 0 Q N oL 19109 L 191091 L '4409 • f a_ I— a. CTD E— (--,A) a.. . -4 L 14410 ' LO • o -------____i_.------ L 19109 STORE #: 418 __ PROJECT #: 04753-029 ISSUE DATE: 02.25.19 SUBMITTAL • I DESIGN MANAGER: JOHN PARK a 5 LEEDO AP 0 II PRODUCTION DESIGNER: GUY RIPLEY • » a ® 191p9 �o- i I f = CHECKED BY: • I ILI19109. • 1 L 19109( -in Revision Schedule (Ts ti.) : I" 0 rho' L 119109 Rev Date By Description • A-34 L 114191 1 .a I , b ......... a...a • a z 33 • 2 d 1: f t L PP �, L 19109: L 191111j j�;11419 LI 191p9 2 d l, LL A-35 d -_..�`x SHEET TITLE < � Q -� f 1 . LIGHTING PLAN N .,...,....... .. , ... ,__ ::: :..... . .... m, p � 7 • CIOi 2' 4' 8' SCALE: AS SHOWN LIGHTING PLAN I s�aie >; SHEET NUMBER Scale! 1/4"= 1'-0"co L 19109 E1 02 N *if* SHEET NOTES „Alp. 7; 1146. 1. E.C. SHALL PROVIDE PULL STRINGS THROUGH ALL CONDUITS. STUB UP CONDUITS IN LOCATION PER ARCH. SHEETS QUANTITIES ARE SHOWN ON THIS SHEET. 2 ALL CONDUITS TO BE 3/4” PVC UNLESS NOTED OTHERWISE. ALL STUB UPS SHALL BE STEEL E C. SHALL PROTECT ALL CONDUIT OPENINGS FROM ©2018 STARBUCKS COFFEE COMPANY CONTAMINANTS AFTER INSTALLATION. 3 IF POSSIBLE ALL STUB UPS SHALL BE 4" ON CENTER STARBUCKS® MINIMUM 2401 UTAH AVENUE SOUTH 4. ALL CONDIOTS SHALL BE LABELED FOR CLARITY. SEATTLE, WASHINGTON 98134 (206) 318-1575 5. ALL CONDUITS TO STUP UP AND RUN THROUG WALL INDICATED TO ABOVE CEILING. CONDUITS WILL THEN THESE DRAWINGS AND THE PROJECT MANUAL RUN ACROSS DROP CEILING TO PANELS/DATA RACK ARE CONFIDENTIAL AND SHALL REMAIN THE 6. ALL CONDUITS IN THIS AREA SHALL BE ROUTEDOLE PROPERTY S AROUND THE FLOOR SINK. COORDINATE EXACT CORPCORPORATION. WHICH ISS THHEE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT LOCATION OF FLOOR SINK AND CONDUITS WITH BE REPRODUCED (IN WHOLE OR IN PART), PLUMBING AND ELECTRICAL CONTRACTORS PRIOR SHARED WITH THIRD PARTIES OR USED IN ANY TO ANY WORK BIENG DONE 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 ,,,,,.:a DESIGN INTENT FOR A PROTOTYPICAL • • ;,,.:;i"" STARBUCKS STORE (WHICH IS SUBJECT TO „• ,., ,`.,,,,».�.�""--`-�.._ "__. w CHANGE AT ANYTIME)AND DO NOT REFLECT t .' � # , �° ACTUAL SITE CONDITIONS. NEITHER PARTY "` N yin SHALL HAVE ANY OBLIGATION NOR LIABILITY TO " 3 ... ; THE OTHER EXCEPT STATED ABOVE UNTIL A I ` y � WRITTEN AGREEMENT IS FULLY EXECUTED BY , ] if BOTH PARTIES '.• ;• r .. . I STARBUCKS TEMPLATE VERSION (2018,10,16 I I 1; •••••,, /' _ 4 , r 3 • E ?oxicys ; _....._.,_........ • it °111;Allh -- I,A ; 4 tcY,E•a"""""`''''""''' 'w=--_ _,..,..-_._............ ............_.. t.l . .. 99 ; I . -$ ....I GPD• I Engineering and Architecture g :: A -.• i ,,.iii Q4•b✓ - " _•. � �- Professional Corporation p ;•. Y3 r �f520 SOUTH MAIN ST SUITE 2531 �...............---...... • i 3: b' • MN 4� AKRON,OH 44311 1 / i '"g' } { \1 P 330-572 2100 F 330-572-2101 I • ' I '""" I { « GPD PROJECT NO: 2016355 42 • c..1�Q Op, \ �.; �' f •C� 3, / 2 ars. 4J C l r ... : w.0 ,., ( 73 R y Rit 1' Il II � __ W. S g5 ; i p S� n�, € S/\ A r 2 \)� ,rq _ .....r9, 111 `',F a.., 1 ii _ 1-FOOD CASE 1,,,� ',,-..» II .•.., ---. , SEN P. sc 02/28/19 I =ii k•3 1-POS :k` 1-SAFE/PHONE 4 f S . •Q _, w _ ,.�, :.. EXPIRES: t .. .; t 1-SPARE . XLLI: 4 i w mH, Ct Q O r• j I Q s � 1 LAN P05 � D CO Q►�O i, 1-LAN SAFE/PHONE w . ,, _ 1-LAN SPARE N , It -••••• >- CC �g 2-ESPRESSO j`; ::= ` -`.,`.•1 2- HOT TAP/FRIDGE/LABELERS ...: I € :( i :" I �� 1-NITRO U N LI az -L- .--.:;.;:,,--=•=_—,_" -7--- — � IIS .. CO t L 1� :•• .kr ; .,. .................... Ili T � W W GL _._.... p.,„,.:.„,,!:. 1- LAN LABELER/POS ,....-.., _ Q /LpVL 1-LAN SPARE • f, ..... z a Q L 0000 Q H o � N ... ...:- :..........:,..... , ' i 1.............] 1CO ^ 3 .. . 1-0 ,.., ,rte „ K ;.arc 1' I STORE #: 418 o •• . .,<.: v..,<:r a ,....,.., • ,...,..,.:,....., "_; . .... .. . : .:"... PROJECT #: 04753-029 ISSUE DATE: 02.25 19 SUBMITTAL " -- '< a DESIGN MANAGER: JOHN PARK 0 i ¢. LEEDO AP: O I ... ... i, ;....- PRODUCTION DESIGNER: GUY RIPLEY 0 » .».:..,.. �,• CHECKED BY: oL... � It i • :ma cam::, .. Revision Schedule .., Rev Date By Description cn U 2 SHEET TITLE: 0_ 1 ELECTRICAL UNDERSLAB r- Scare 1/4' = 1'-0' ELECTRICAL N UNDERSLAB PLAN I 2' 4' 8' SCALE: AS SHOWN cs) NP scale 1r4"=1'-0° SHEET NUMBER: N NE103 N NOTE: RECEIPT PRINTER (TYP.) FOR INFORMATION AND COORDINATION - % / ONLY, ENGINEER TO MODIFY AS POS MONITOR (TYP.) *tee APPROPRIATE 47-- 41111, .m..; lAi. CUP LABELER FOR MOBILE ORDER AND POWER. PHONE AND DATA RECEPTACLESMI J ILr- RELOCATE AS NECESSARY ' � PAYS, � -- '- BACKWALL ( ) a DEDICATED POS RECEPTACLE *DATA PORT FOR SAFE SECURITY I -- CASH DRAWER (TYP.) , °QUAD RECEPTACLE FOR SAFE i ! �I' SECURITY AND LABELER BACKWALL N BACKWALL „. RECEPTACLE °JUNCTION BOX FOR PHONE POS BANK (TYP ) I REFRIGERATOR FORIn 1 °DATA PORT FOR POS AND CUP 17-71-r�rOO�r�r-tirO� _ RECEPTACLE 1 AND/OR FREEZER LABELER FOR MOBILE ORDER AND PAY � -11181101188110110118811 FOR ICE AT 84" (2135MM) ©2018 STARBUCKS COFFEE COMPANY °QUAD RECEPTACLE I,L-.IL-JL—JLJLJL—JI '�' ___ J PHONE MACHINE AT 72" RECEPTACLESANITIZER AFF NETWORK SWITCH I F — (1830MM) AFF AT 18" (460MM)AFF I 1,..1 I STARBUCKS® (PROVIDED BY STARBUCKS VENDOR) I L----J I I .. 2401 UTAH AVENUE SOUTH POWER AND DATA SAFE r 1411-------- ✓J' STUB-UPS. SEE I I �A\ SEATTLE, WASHINGTON 98134 1 I ELECTRICAL DESIGN / 1 (206) 318-1575 PLAN FOR FINAL / 1 PARTNER SIDE L LOCATION / \ / \ THESE DRAWINGS AND THE PROJECT MANUAL c4DGENERIC DOUBLE POS MEP DIAGRAM ICE MACHINE - ELECTRICAL@ . SANITIZING WORKSTATION - ELECTRICAL ARE CONFIDENTIAL AND SHALL REMAIN THE 15 r/ �-, SOLE PROPERTY OF STARBUCKS Scale 314" = 1'-0" scale 314"= 1'-0" Scale: 314" = 1'-0" ,/ s.--.. CORPORATION. WHICH IS THE OWNER OF THE �� COPYRIGHT IN THIS WORK. THEY SHALL NOT POWER. TELEPHONE & DATA RECEPTACLES NOTE: I_--' --J BE REPRODUCED (IN WHOLE OR IN PART), (IN WALL, BELOW DESK) / 1. FOR INFORMATION AND COORDINATION ONLY: SHARED WITH THIRD PARTIES OR USED IN ANY (1) QUAD RECEPTACLE FOR: (3) SLEEVES FOR LOW VOLTAGE CABLE ENGINEER TO MODIFY AS APPROPRIATE. REFRIGERATOR - ELECTRICAL MANNER ON OTHER PROJECTS OR PC. PRINTER, PHONE AND HPC BUNDLES MOUNTED TO (2) UNISTRUTS 2. REFER TO DT POS ELECTRICAL PLAN DETAIL 7 EXTENSIONS TO THIS PROJECT WITHOUT THE (1) QUAD RECEPTACLE FOR: / FOR scale: 3/4"= 1'-0" PRIOR WRITTEN CONSENT OF STARBUCKS LAPTOP, CASH SCALE AND FUTURE USE 2' _6,. _ __ RECEPTACLE HEIGHTS AND PLAN DIMENSIONS. CORPORATION. THESE DRAWINGS AND (1) QUAD RECEPTACLE / �� MAINTAIN 24" (610 MM) MIN. CLEARANCE DRIVE THRU TIMER SIGNAL PROCESSOR (1) PHONE MAIN (760 MM) / ADJACENT TO EQUIPMENT RACK FOR SPECIFICATIONS ARE INTENDED TO EXPRESS (1)2-DATA PORT FOR: C /- /' B 41 y i / ACCESS (TSP) DESIGN INTENT FOR A PROTOTYPICAL PC2 AND PRINTER . } '_� I STARBUCKS STORE HANGE AT ;WHICH IS SUBJECT TO 1 2-DATA PORT FORA "" ACTUAL SITE CONDITIONSAND. DO NOTNEITHER REFLECT PARTY O lab , aims' iii DRIVE THRU WIRELESS HEADSET BASE r STATION SHALL HAVE ANY OBLIGATION NOR LIABILITY TO FUTURE USE # I II I ' — - I OO OO • _ _.- POWER AND DATA RECEPTACLES LL 2 J - --=m ---Lt D... - I r,r,r,r�I = ° 2 DEDICATED DUPLEX RECEPTACLE FOR THE OTHER EXCEPT STATED ABOVE UNTIL A /n -6 _42 DRIVE THRU TIMER CONTROL I I o II o 1161101+ WIRELESS BASE AND SIGNAL PROCESSOR AT WRITTEN AGREEMENT IS FULLY EXECUTED BY SHELVING ABOVE • - ---B -40 - I \ / -- EQUIPMENT RACK UNIT LI -JLJLJJ 0(2) DATA JUNCTION BOX BOTH PARTIES. Z • I \ / DRIVE THRU TIMER MONITOR I °SAME DEDICATED CIRCUIT AS BELOW ` I DESK I ti ® . \ / I - 1 STARBUCKS TEMPLATE VERSION i2018 10-16 1 - , 1 \ I Imo- EQUIPMENT RACK IN OPEN POSITION -- • • •-• -. / \ POWER AND DATA RECEPTACLES . POWER & DATA RECEPTACLES �. FOR ACCESS I---- ---� r�rrr- it-� o \ r o• 00 (2) DEDICATED QUAD RECEPTACLE FOR DRIVE (IN WALL. ABOVE SHELVES) / �I DRIVE THRU ORDER MONITOR II0II 0 II•„II 001Y THRU TIMER MONITOR AND CONTROL UNIT wit T.TI ___2 (1) QUAD RECEPTACLE FOR: I / \ - MS DATA CONCENTRATOR 6-45- 8 47 FILE CABINET '�' - � °{2) DATA JUNCTION BOX (1) DUPLEX RECEPTACLE FOR: \ (BELOW) DRIVE THRU BUMP BAR -. B-43 _ - --- B 46 -w._. ._. SECURITY CONTROL ALARM PANEL r' ----� I�^ "I I ,• • POWER AND DATA RECEPTACLES _ (1) 2-DATA PORT FOR: ® 0 I I (� POWER RECEPTACLES - °DEDICATED QUAD RECEPTACLE FOR DRIVE GPD Engineering and Architecture EMS DATA CONCENTRATOR I I L- J (IN WALL, AT BACK OF EQUIPMENT RACK) rr,D:1 THRU EXPEDITOR MONITOR 2 2 Professional Corporation (1) 2-DATA PORT FOR: L -� (1) INDIVIDUAL BRANCH CIRCUIT RECEPTACLE FOR: o.p�i��; °DATA JUNCTION BOX 520 SOUTH MAIN ST,SUITE 2531 FUTURE USE r---, UPS I --- AKRON,OH 44311 �� 1 1'- 1" P:330-572-2100 F:330-572-2101 ® (1) DUPLEX RECEPTACLE FOR. POWER & DATA RECEPTACLES 2-- PDU STRIP AND FUTURE USE POWER AND DATA RECEPTACLES (330 MM)_ DRIVE THRU EXPEDITER - • *QUAD RECEPTACLE FOR GPD PROJECT NO: 2016355 42 (IN WALL. AT MUSIC SYSTEM SHELF) B-44 (1) DUPLEX RECEPTACLE FOR: C ~' MUSIC SYSTEM AMPLIFIER AND 2' 0" DRIVE THRU TENDERING REGISTER FUTU UNDERCOUNTER REFRIGERATOR AND r p 3r FUTURE USE / / °FUTURE USE �� 6-s,S DATA JUNCTION BOX �� (1) 2-DATA PORT FOR: DOUBLE MONITOR ARM _�� G}N EFS '02 FUTURE USE MOUNT _______ SINGLE DOOR - r REFRIGERATOR 4111 8'30 PLAN VIEW RECEIPT PRINTER 11.- = ! ' rR� ---- _ CASH DRAWER (TYP) -�._ -• -�- S '`� LOW VOLTAGE CABLE BUNDLES IT-=, r-1 ` P - , -_.. -- I ATF r 10.�� J� 10 MUSIC O2 SECURITY O3 POS 11B11884-177 Ir N P, SG P02/28/19 r�r,r-,r-, LLJ Ir.,-Ll'" (100 MM) POS BANK (TYP) '"10 I�loll Q II pplll ,, Q SPLAY NETWORK SECURITY PANEL HIGH SPEED INTERNET \ (// //_ 4 (1ooMM) e�LJLJ JL-J �\ EXPIRES:06/30/2020 SPEAKERS FUTURE USE DEMARC EXTENSION POWER AND DATA RECEPTACLES CLD I POS LAN DT TIMER (9" (230 MM) °DEDICATED QUAD RECEPTACLE FOR DRIVE �� X THRU REGISTER AND EXPEDITOR TILL �-, LU o SECURITY CONTROL ALARM PANEL y °DEDICATED QUAD RECEPTACLE FOR FUTURE 1 i I L V N EMS DATA CONCENTRATOR. CL CL - (3) 2" (50 MM) 0 SLEEVES FOR LOW VOLTAGE CABLE CC USE - Q ALLOW 2" (50 MM) IN. CLEAR ABOVE I i i BUNDLES MOUNTED TO (2) UNISTRUTS °(2) DATA JUNCTION BOX 0 DEMARC. IF REQUIRED CEILING TRIM RINGS It Et CEILING \ \ — •' •' MINI GROUND BAR FOR EQUIPMENT RACK. GC TO co = WIRELESS MODEM AT 84" (2130 MM) \ \ �` o - © 3 COORDINATE RACK GROUNDING TO BAR WITH #6 PARTNER SIDE AFF STARBUCKS VENDOR TO ;S . ;. GROUND WIRE AND PER JURISDICTIONAL REQUIREMENTS DETERMINE OPTIMAL DEVICE --� '� -- o - . / GENERIC DRIVE THRU EVOLVED POS DIAGRAM W/ MONITOR ARM LU CC oLOCATION _ i I_ I I I N i `� I POWER AND DATA RECEPTACLES AT 82" _`y 1 I I I I " Scale 314" = 1'-0" 2 I I II MOUNT GROUND BAR AT 86" (2185 MM) A.F.F. U N I (2080 MM)A.F F TO CENTER OF I I L--J L----J I NOTE: GROUPING. SEE NOTE 'B' ABOVE FOR L------- -1 F. -i o o =_-_ __ u = EJ FOR INFORMATION AND COORDINATION ONLY: LL (N cn cn DESCRIPTION .1001101 1 0!I o I I r �\ 7r.— MAINTAIN 24" (305 MM) MIN CLEAR ENGINEER TO MODIFY AS APPROPRIATE cr L--11_J LJ i_.72.1 1" II \ / FOR EQUIP. RACK (OPEN POSITION) -- ICE BIN 0 Cly (� Cr) (n MUSIC SYSTEM PLAYER AND AMPLIFIER I (25 MM)--- • / ACCESS- SEE PLAN VIEW ABOVEcoN (FURNISHED BY OWNER, INSTALLED WITH 7 / CUP LABELER (TYP) F"� LU Q SPEAKER SYSTEM BY GC) ON 14" DEEP (355 II �� J W 0 IZ O POWER & DATA RECEPTACLES AT u: 0 MM) SHELF ONLY (NOT IN EQUIP. RACK). Ire�Irdi I II \Xi 1 69 112" (1765 MM) A.F.F. TO CENTER u �/ POWER & DATA RECEPTACLES 6" • L_-J II / • OF GROUPING. SEE NOTE 'D' -=M�'-1MIS 1 PLUMBING FIXTURES FOR RINSER SINK (TYP.) Z rX < CO 0 c� AT 61" (1550 MM)A.F.F. TO CENTER (150 MM)'� II / 2 _0 ABOVE FOR DESCRIPTION. ESPRESSO MACHINE (TYP) ► n *COLD FILTERED WATER SUPPLY FOR I- < I- �/ t� 17-=1-r---Ti C / I HOT/COLD WATER DISPENSER FAUCET U U CI OF GROUPING. SEE NOTE 'C' ABOVE i 1. FOR DESCRIPTION 2 1 LTJ O1 L� II �' (3610 MM) �� / MOUNT EQUIPMENT RACK Li) rE °COLD NON-FILTERED WATER SUPPLY rn Q cy) ----J AT 56" (1420 MM) A.F.F. FOR PITCHER RINSER 0 V O (Ni 0 SHELVING LI I L----I==_-- a r� *COLD NON-FILTERED WATER SUPPLY FOR a a = � SECURE KEY BOX L t , -I `_,, METERED SPOON RINSER L I I EQUIPMENT RACK WALL MOUNTED TO STRUCTURE `�' I _ JJ - Nr N_ - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — . —�— - — - tzl BY STARBUCKS VENDOR (GC TO COORDINATE � 1 °� I 1- O I ! INSTALLATION). GROUND RACK PER MFR'S ASSEMBLY I ' ' STORE #: 418 HOME PHONE CONNECT (HPC) III f ! NSTRUCTIONS. SEE EQUIPMENT RACK SCHEDULE On =-� -- I I -—1.. PROJECT #: 04753-029 ----77 II L---+-♦-_I POWER AND DATA RECEPTACLES ---� .__. _.:�r -- •. ' ,--; r-r ri E ' - w it'•' rt u BELOW FOR EQUIPMENT INCLUDED WITHIN 02-DATA PORT FOR FUTURE USE -- AFI aII (l I 10 OII� �J o IIOII�I*- __If C a� ! F 1 ISSUE DATE. 02.25.19 SUBMITTAL 0 O Ci O 0 O 00 E I \ 111 --- LJLJL-J T L,.I JLd . �. ,JL—J DESIGN MANAGER: JOHN PARK E CORDLESS 1 LINE PHONE 1 L____JJ PRINTER DEDICATEDRECEPTACLEFOR L — �OFFICE PCESPRESSO MACHINE I I POWER AND DATA RECEPTACLES LEEDSAP O r r r --H I I *QUAD RECEPTACLE FOR INSTANT r ,. PRODUCTION DESIGNER: GUY RIPLEY 0 LE J i i i i I I r-- I 1 ` > 02-DATA PORT FOR FUTURE USE CHECKED BY: d ' IL HOT WATER TAP AND I DESK i 41 L � 75" W X 64" H (1905 MM W X 1625 MM H) MIN. 314" �� °DEDICATED RECEPTACLE FOR L UNDERCOUNTER REFRIGERATOR , LAPTOP FIRE RATED PLYWOOD BACKER BOARD. FASTEN TO E ESPRESSO MACHINE ren n 1 I STRUCTURE TO HOLD MIN. 350 PSF. PRINTABLE IL 1 1 i' °QUAD RECEPTACLE FOR INSTANT Revision Schedule UNDERCOUNTER I N IPOD TOUCH CHARGING CRADLE SURFACE ON ROOM SIDE & FINISH AS SCHEDULED. Q \\,/ HOT WATER TAP AND Cl) r I REFRIGERATOR (TYP.) Erio_ _____ UNDERCOUNTER REFRIGERATOR Rev Date By Description co CASH SCALE - — -J • SECURITY MONITOR MOUNTED ON MONITOR U' Fir � , r u�i _ co ESPRESSO PUMPS MOUNTED TO ARM (ATTACHED TO BACKER BOARD). SIDE OF CABINET ON BACKER7 Tr lj n ao POWER, TELEPHONE & DATA rr�r�r�r-�r r ___ - 1 , V I 1 7 RECEPTACLES AT 12" 305 MM A.F.F. IMI 01101 I0 i 100110011001 I 0D BOARD PER MANUFACTURER U ( ) O L,LOOJ�OOJ uOOJ C FILE CABINET L t-J L--J4 PLUMBING STUB-UPS. TO CENTER OF GROUPING. SEE .. 11-..J J f SPECIFICATIONS SEE PLUMBING DESIGN NOTE 'A' ABOVE FOR DESCRIPTION I PLAN FOR FINAL `„ POWER AND DATA STUB-UPS ,, ... LOCATION II SEE ELECTRICAL DESIGN PLAN FOR �\ �` II FINAL LOCATION POWER AND DATA RECEPTACLES SHEET TITLE: °(2) RECEPTACLES FOR CUP LABELERS ELECTRICAL DETAILS ELEVATION VIEW I NOTE: EQUIPMENT SHOWN AS DASHED LINES IS TO BE FURNISHED! I UPS EQUIPMENT RACK SCHEDULE *2 DATA PORT FOR CUP LABELERS c\i AND INSTALLED BY OWNER UNLESS NOTED OTHERWISE. NETWORK SWITCH SECURITY RECORDER (NVR) PARTNER SIDE ZIPS EQUIPMENT PATCH PANEL SECURITY KEYBOARD O7 'ROUTER NOTE: THIS GENERIC MEP DIAGRAM APPLIES TO "METRO BAR" WORKSTATIONS' I ESP 07-01 11ESP 08-01 I I ESP 09-01 SCALE: AS SHOWN O SHEET NUMBER: N MANAGERS DESK, EQUIPMENT RACK RIGHT - ELECTRICAL ® GENERIC METRO BAR MEP DIAGRAME501 N N �. Scale. 314" = 1'-0" Scale 3/4'1 = 1'-0" 9' -3" POWER 1 *ter 7'-5 314" RECEPTACLE FOR '7 112" 1' -_3_ " 4'-3" POWER AND if RINSE SINK AT 26" ,/� / I)' / DATA RECEPTACLES POWER AND / 1' -3 314" - 1'-9 112" ` 1' -3" 660MM NK A DATA RECEPTACLES / POWER AND (660MM) B- 14 B 15 B -17 AT 26" (660MM) A.F.F_ )111r ; Aiiik AT 26" (660MM)A.F.F. DATA RECEPTACLES ' RECEPTACLE FOR QUAD RECEPTACLE A 2 g-30+32 B 31„ Y I AT 26" (660MM A.F.F. hil hil... W UNDERCOUNTER FOR COFFEE i::. ) �� _ WARMERS ®00 �� QUAD RECEPTACLE B 16 R REFRIGERATOR (2) DATA PORT FOR FOR GRINDER, SCALE B _18 RECEPTACLE FOR I q.inFP AND FUTURE USE B 1 FUTURE USE FOR rE.,•40808'v DATA PORT FOR (2) DATA PORT :: V.94„1! ;°I ii1 \ FUTURE USE I' FUTURE USE POWER AND• FUTURE USE IE 10312; • I DATA RECEPTACLES E 12508 /:/1:E 107461, z:_., : AT 26" (660MM)A.F.F. POWER AND1 \ ©20185TARBUCKSCOF EE COMPANY RECEPTACLE FOR DATA RECEPTACLES 1 UNDERCOUNTER f AT 26" (660MM) A.F.F. � ��., �� .. 1 • REFRIGERATOR 1E110267 1E 10267 STARBUCKS® DEDICATED :;A.y : .�„�."�'� RECEPTACLE FOR RECEPTACLE FOR BLENDER 1� 1r 2401 UTAH AVENUE SOUTH BREWER a.:: RECEPTACLE FOR - UNDERCOUNTER SEATTLE, WASHINGTON 98134 DATA PORT FOR FUTURE TE FUTURE USE (2) DATA PORT FOR • REFRIGERATORS (206) 31$-1575 FUTURE USE THESE DRAWINGS AND THE PROJECT MANUAL ELECTRICAL - BRW 01 -02 ARE CONFIDENTIAL AND SHALL REMAIN THE C10// scale 314" - 11-0" SOLE PROPERTY OF STARBUCKS CORWNER OF THE ELECTRICAL - CBE 01 -03 COPYRIGHT IN THIS WORKORATION. WHICH IS . E OTHEY SHALE NOT 1' 4 112" scale 314"= 1' 0" - BE REPRODUCED (IN WHOLE OR IN PART), B-20 SHARED WITH THIRD PARTIES OR USED IN ANY POWER AND DATA RECEPTACLES ---\ B-21 B -27 POWER AND DATA RECEPTACLES POWER AND 21" X 3" (460MM X 75MM) MANNER ON IS PROJECT WITHOUTPROJECTS OR DEDICATED QUAD RECEPTACLE FOR / I �� 2-DATA PORT FOR FUTURE USE DATA RECEPTACLES STUB-UP PENETRATION EXTENSIONS TO THIS THE TENDERING REGISTER AND EXPEDITOR POS b 0I """ I ""`""" PRIOR WRITTEN CONSENT OF STARBUCKS Q� QUAD RECEPTACLE FOR AT 26" (660MM)A.F-F- - AREA. SUPPLY POWER. CORPORATION. THESE DRAWINGS AND DEDICATED QUAD RECEPTACLE FOR :: � `' - --B-28 UNDERCOUNTER REFRIGERATOR FUTURE USE 2 2 (2) RECEPTACLES g'-0" DATA. AND PHONE CONDUITS B -22 1B -23 2 • I AND FUTURE USESPECIFICATIONS ARE INTENDED TO EXPRESS ; ;1:7 :._ QUAD RECEPTACLE FOR 2-DATA PORT FOR LABELERS / CON POS AND POWER DESIGN INTENT FOR A PROTOTYPICAL (2) 2-DATA J-BOX r` / ,..h ._ STARBUCKS STORE (WHICH IS SUBJECT TO I' BREW WARMING STANDS FUTURE USE SEE EELIECTR CALL DESIGN IT FOR PASTRY SE • 1 5 314' 2' 6 314" 2 - 1Q 114 CHANGE AT ANYTIME)AND DO NOT REFLECT POWER AND DATA RECEPTACLES -- - - --- "', 2 I :.' ( / / LAN FOR FINAL LOCATION B -5,7 B -6 B 4 11 BeB -8,10ACTUAL SITE CONDITIONS. NEITHER PARTY (2) DEDICATED RECEPTACLE FOR WIRELESS ' _� I 10312'I I ;10312 POWER AND i r�r- ---1 --- _g SHALL HAVE ANY OBLIGATION NOR LIABILITY TO BASE AND SIGNAL PROCESSOR \0 B-25 ` - DATA RECEPTACLES I I I I I THE OTHER (EXCEPTSTATED 2-DATA J-BOX B -24 SWT AT 26" (660MM) A.F.F. #® I I ®I I® l�� - POWER AND ABOVE) UNTIL A 0 6 __2 WRITTEN AGREEMENT IS FULLY EXECUTED BY DATA PORT FOR CUP L____1 L- J • L___-J DATA RECEPTACLES AT POWER AND DATA RECEPTACLES --- .:..�..._.. .._ 2 BOTH PARTIES. a B-26 EI 10267 LABELER 26" (660MM)A-F-F (2) DEDICATED QUAD RECEPTACLE FOR DRIVE DEDICATED DATA PORT FOR THRU TIMER MONITOR AND CONTROL UNIT EDGE OF COUNTERTOP RECEPTACLE FOR Y CUP LABELER 1 STARBUCKS TEMPLATE VERSION 12018.10.16 I 2-DATA J-BOX ESPRESSO MACHINE 7-s•1‘ .,.:•::•-• POWERQUAD RECEPTACLE = a RECEPTACLE FOR AND DATA RECEPTACLES FOR INSTANT HOT ESPRESSO MACHINE I DEDICATED QUAD RECEPTACLE FOR DRIVE • ORDER MONITOR AND BUMP BAR WATER TAP AND QUAD RECEPTACLE UNDERCOUNTER FOR INSTANT HOT _ 2-DATA J BOX E 12694 E 12694 \ REFRIGERATOR ----- WATER TAP AND UNDERCOUNTER REFRIGERATOR GPD Engineering and Architecture Professional Corporation 520 SOUTH MAIN ST SUITE 2531 AKRON,OH 44311 P 330-572-2100 F:330-572-2101 ELECTRICAL - DTP 01 -01 E 10267 iE 10267 \ scale: 314" = 1'-0" GPD PROJECT NO: 2016355.42 _ _ - Fz-D P R"FE 2' 6.. /- 1'- 10114" 5. 5.. 7112" UNDERCOUNTER / \ • ' - - \ ,�� G4NS SS'0 / / - POWER AND 1, •3„ REFRIGERATORS �� F� y DATA RECEPTACLES 8.30 r • I0/ QUAD RECEPTACLE / f ,,, AFORTCKE PR FF 7114" YR } T INTER • 6 0 AND FUTURE USE • S 3' 9., DATA PORT FOR •�,,,-„ww,:u.. - Sfpr 10.2�\ �� zTICKET PRINTER NQ' ' B - 1 �:. � . Fir P. s� 02; ;'�1 DATA PORT FOR B 39 POWER :� 9 ELECTRICAL - ESP 07-01 9” FUTURE USE RECEPTACLE FOR .. _- .....-.-.- -- - ._--.--- Q / --- ._ ...- - --.... .. . .- - EXPIRES:06/30/2020 < 1 ' ? <' INSTANT HOT Scale: 3/4" = 1'-0" • WATER TAP AT 26" 0 1 t (660MM) A.F.F. 6' - 10" X B- 2 i' ; / 3 5 CC o - Tr; ( ( ®®� POWER AND • / / Q rf 1'T DATA •RECEPTACLES `) I r � POWER AND 0 AT 26" (660MM)A.F.F. I .® ® ®I DATA RECEPTACLES D CO LU NITROGEN (2) DATA PORT 18"X 3" (460MM X 75MM) I0 * AT 18" (460MM)A.F.F. IN CC GENERATOR FOR FUTURE USE 2 2 Q STUB UP PENETRATION J DEDICATED RECEPTACLE RECEPTACLE FOR AREA. SUPPLY POWER FOR P05 <J, U) UNDERCOUNTER E119559 UNDERCOUNTER ELECTRICAL - MOP 03-01 () ELECTRICAL - ADD 02-01 DATA AND PHONE B _ 11� QUAD RECEPTACLE FOR Y REFRIGERATORREFRIGERATORGCONDUITS FOR POS B - 12 v SAE SECURITY AND CC RECEPTACLE FOR 6 scale: 314" = 1' 0" scale: 314" = l'-0'' • AND POWER CONDUIT B 13 FUTURE USE NITROGEN FOR PASTRY CASE. QUAD RECEPTACLE FOR I GENERATOR SEE ELECTRICAL FUTURE USE 0 E 17588 POWER AND DATA RECEPTACLES POWER AND DATA RECEPTACLES DESIGN PLAN FOR JUNCTION BOX FOR PHONE Li- N (MOUNTED IN WALL BEHIND MENU BOARDS) / (MOUNTED IN WALL BEHIND MENU BOARDS) FINAL LOCATION. DATA PORT FOR SAFE — SECURITY ~ QUAD RECEPTACLE FOR DIGITAL MENU • QUAD RECEPTACLE FOR DIGITAL MENU 2-DATA PORT FOR PUS 0 U 00) 1 inH a) BOARD BOARD I' 2-DATA PORT FOR FUTURE W CO EL LE • DATA RECEPTACLE FOR DIGITAL MENU • DATA RECEPTACLE FOR DIGITAL MENU '.... ,...„.,• USE CC wM H.,..... , .._.__.,___,_ . � 12' -8” BLOCKING. TYP .....I.... .0 BOARD BOARDz 2 114" z_ ;....._ __..__ 0 co / / S - f 114 EDGE OF COUNTERTOP 1-)1 W I- / - - \ - -- \ UNDERCOUNTER /' V' CV rr rr�� N ' / SAFE -. BOX BASE (BELOW) 0 . - 0 V 0 t- robUUUU -- EDGE OF CABINET W H. 0_ 'r Lo L LTJ z SHELVING (BELOW) - ELECTRICAL - NIT 04-01 - _ _ _- _ __- _ _ _ Y ELECTRICAL - POS 01 -01 , 4 l �� c. C STORE #: 418 Q scale 314" = 1'-D" M `' m Scale: 314" = 1'-0" PROJECT #: 04753-029 x I N < I I 6 -3 / ISSUE DATE: 02-25-19 SUBMITTAL E DUPLEX ip I POWER AND DATA • DESIGN MANAGER: JOHN PARK v RECEPTACLE AND I RECEPTACLES I 3'-7" 1' - 10" LEEDO AP: O AT 26" (660MM)A.F.F. ! i PRODUCTION DESIGNER: GUY RIPLEY DATA PORT AT 47" 0 z (1190 MM)A.F.F. ~ W RECEPTACLE FOR B :3343 , POWER AND CHECKED BY: O \ z UNDERCOUNTERN /`B 34 B 35,37 B 36,38 DATA RECEPTACLES N DUPLEX 9 112" 8" O REFRIGERATOR I» �" AT 26" (660MM) A.F F c>3 240 MM 200 MM ©® ©0 12 RECEPTACLE FOR 1( )I, 4 QUAD RECEPTACLE / /r �- w FOR CUP LABELER RECEPTACLE p OR Revision Schedule INSTANT HOT I [a = Rev Date B Description a) WATER TAP AT 26" AND FUTURE USE WARMING y p (660 MM) A.F.F. DATA PORT FOR (2) DATA PORT FOR U m 0 CUP LABELER FUTURE USE DATA PORT FOR Lu 1-1-- FUTURE USE ,E1124071 4.. 1E112407 4.. B-48 B-49 2 1 1 UNDERCOUNTER w SHEET TITLE, a Z REFRIGERATOR 3.- E�12618 . ..... --`. ELECTRICAL DETAILS nl 4 w I ... .u.... (''\I SHELVING ABOVE ) i.o FOOD CASE �` �` ' I SCALE: AS SHOWN CO 0WATER FILLING STATION - ELECTRICAL ® STARBUCKS BACKBAR MENU BOARD ELECTRICAL - WRM 05-01 SHEET NUMBER scale: 314"= 1'-0" scale 112" = 1'-0" scale: 3/4" = 1'-0" N N E502 GENERAL NOTES lar 6. AL 1. SURVEYOR ENERGY MANAGEMENT SYSTEM HARDWARE IS SUPPLIED BY STARBUCKS. 2. DRAWING FOR GENERAL INFORMATION, DESIGN INTENT, AND COORDINATION ONLY. 3. LOCAL BUILDING CODES TAKE PRECEDENCE OVER THIS DOCUMENT. 4. NOT ALL WIRING IS SHOWN ON THIS DRAWING- FOR CLARITY, ONLY ONE EXAMPLE OF EACH TYPE OF DEVICE IS SHOWN. 5. REFER TO THE SURVEYOR INSTALLATION INSTRUCTIONS FOR EACH COMPONENT ©2018 STARBUCKS COFFEE COMPANY FOR DETAILED WIRING AND ADDITIONAL CRITICAL INFORMATION. EQUIPMENT CONTROL PAC (ECP) 6. CAUTIONF INSTALLATION REQUIRES THE REMOVAL OF SAFETY COVERS AND STARBUCKS® MOUNTED INSIDE HVAC SYSTEM REMOTE SENSOR IN CONDITIONED AREA EXPOSE THE INSTALLER TO HIGH VOLTAGE AND ELECTRICAL HAZARDS. 2401 UTAH AVENUE SOUTH USE SINGLE SENSOR PER EXP/HVAC USE OF A LICENSED ELECTRICIAN IS REQUIRED. FOLLOW ALL APPROPRIATE SEATTLE, WASHINGTON 98134 SYSTEM PICK SENSOR TYPE BY LOCATION SAFETY PRECAUTIONS. ADDITIONAL SAFETY INFORMATION IS IN THE E ! (OPTIONAL) SURVEYOR INSTALLATION MANUALS. (206) 318-1575 O O OI ERS410 WALL MOUNT RS410 WALL MOUNT RS420 DROP DOWN O Nr 7 I7 -1 1 7. WALL MOUNTED REMOTE SENSOR IS MOUNTED ON WALL 4 TO 5 FT AFF. AVOID AREAS THESE DRAWINGS AND THE PROJECT MANUAL O — T I �- WITH DIRECT AIRFLOW FROM SUPPLY REGISTERS ARE CONFIDENTIAL AND SHALL REMAIN THE T SOLE PROPERTY OF STARBUCKS I 8. USE A DROP DOWN SENSOR IF A WALL MOUNT SENSOR CANNOT BE INSTALLED DUE CORPORATION, WHICH IS THE OWNER OF THE m TO SPACE CONSTRAINTS (SEE NOTE 7 FOR REQUIREMENTS). THE SENSOR CLIPS TO © � O ® I ® � COPYRIGHT IN THIS WORK, THEY SHALL NOT THE T-BAR GRID AND ADJUSTED SO THE BOTTOM OF THE SENSOR IS 8 TO 9 FT AFF. BE REPRODUCED (IN WHOLE OR IN PART), 3 rE L r' 75 r° ro J .� ALLOW 2 FT OF CLEARANCE FROM METRO SHELVING AND AVOID AREAS WITH DIRECT SHARED WITH THIRD PARTIES OR USED IN ANY 1� I AIRFLOW FROM SUPPLY REGISTERS. MANNER ON OTHER PROJECTS OR - --,' " a "` / °" "" " ,=7 �! EXTENSIONS TO THIS PROJECT WITHOUT THE I l D D 4 I I + 9. FOR SURVEYOR EMS TECHNICAL SUPPORT AND SYSTEM COMMISSIONING, PRIOR WRITTEN CONSENT OF STARBUCKS 1 Q Q Q 0 CONTACT SURVEYOR TECHNICAL SUPPORT, (855) 647-7660, OPTION 1 OR EMAIL CORPORATION. THESE DRAWINGS AND `"' `� `� ` = c I - INSTALLSUPPORT VENSTAR.COM. HOURS 6:00 AM TO 8:00 PM PACIFIC, MON-FRI. N �� ? c I @ SPECIFICATIONS ARE INTENDED TO EXPRESS �— tr I I = DESIGN INTENT FOR A PROTOTYPICAL ® F I ® STARBUCKS STORE (WHICH IS SUBJECT TO 'lnnnnnnnnnnr I nnnnnnnnnnnnnnn CHANGE AT ANYTIME)AND DO NOT REFLECT CONNECTS L _ J L J SURVEYOR EMS COMPONENTS ACTUAL SITE CONDITIONS. NEITHER PARTY ECP POWER & EQUIPMENT HEALTH HVAC CONTROL SENSORS AND 1 VENSTAR PART SBUX ITEM # DESCRIPTION QUANTITY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO WIRING REMOTES SENSOR - - THE OTHER (EXCEPT STATED ABOVE) UNTIL A DC400 011029485 DATA CONCENTRATOR 1 WRITTEN AGREEMENT IS FULLY EXECUTED BY I OTS400 011029487 OUTDOOR TEMPERATURE SENSOR 1 BOTH PARTIES. SURVEYOR L • RS-485 ECP400 011029489 EQUIPMENT CONTROL PAC 1 PER HVAC I STARBUCKS TEMPLATE VERSION 2018 10 16 1 COMM THERMOSTAT _- COMMUNICATION AND CT414 011029490 COMMUNICATING THERMOSTAT 1 PER HVAC POWER WIRING _. . SP400 i 011029491 SENSOR PAC 1 PER HVAC RS410 011029492 WALL MOUNT REMOTE SENSOR 1 PER FOH HVAC OPTIONAL-> RS420 011050767 NARROW DROP DOWN SENSOR 1 PER BOH HVAC .1111.111‘1111b. SURVEYOR GPD Engineering and Architecture THERMOSTAT TERMINAL Professional Corporation THERMOSTATS GROUPED IN 520 SOUTH MAIN ST SUITE 2531 MANAGERS WORKSTATION AREA AKRON,OH 44311 P:330-572-2100 F:330-572-2101 GPD PROJECT NO: 2016355.42 0 'S '-' FESS � �� G4NS1p /oZ s s- 8:301' - ...,,......- . NOTE :301- NOTES: If - • 1. OUTDOOR TEMPERATURE SENSOR CONNECTED TO ONE ECP ONLY PER LOCATION SRM 41111. FACE NORTH WHEN POSSIBLE. 2. SEE GENERAL NOTES 7 AND 8 FOR REMOTE SENSOR MOUNTING LOCATION DETAILS. (S] LS) 10 �0.\ 02/28/1 �3 Venstar EMS - No Lighting Control - HVAC Controls Q scale 6" - 1'-0" EXPIRES:06/30/2020 2 0 (c) X r O CD Q f 1..0N Q c Y DATA CONCENTRATOR W CC I o U t �' LL ThsN p o © — � U0) w oo o� w Ili n CL' o Q o 0 > ° 1- z CC < coo -2 , DATA CONCENTRATOR IC-) I- _ U U 0 Ct 0) .. --, © . Q 0 ECP THERMOSTAT O — O 0 0-, SURVEYOR BCD w C� W �" N --- . IY —... 0 / SURVEYOR ' I p 17 [L 0_ } I i 0 �-` � i I -J ETHERNET . p SURVEYOR)CI I o FIRST HVAC SYSTEM. 0 000 0m0 mee ee0TO NETWORK SHOWN. SEE GENERAL NOTES 1 , _ J 1 WALL MOUNT STYLE SENSOR STORE #: 418 V J 7 AND 8 FOR SENSOR PROJECT #: 04753-029 MOUNTING LOCATION. ISSUE DATE: 02.25.19 SUBMITTAL 0) DATA CONCENTRATOR REMOTE LDESIGN EEDOgpANAGER: JOHN PARK POWER SUPPLY PRODUCTION DESIGNER: GUY RIPLEY o SURVEYOR RS-485 COMM CONNECT ETHERNET CABLE TO LAN , �- 0 - CONNECT TO ALL DEVICES PORT#37 ON ROUTER IN DATA RACK - CHECKED BY: • HOME-RUN WHEN - SECOND HVAC SYSTEM. N -_ POSSIBLE ECP THERMOSTAT REPEAT AS NECESSARY. Revision Schedule rn DROP DOWN STYLE SENSOR IfT1 — } ® j Q I SHOWN. SEE GENERAL NOTES Rev Date By Description u) ULri- w p $URVEYOR�oI 1 L,v 7 AND 8 FOR SENSOR n o MOUNTING LOCATION CJ J –_— 1 1 I • CAT-5 ETHERNETREMOTE MULTIPLE ECP'S MAY BE 2 CABLE CONNECTEDSENSOR COMBINED ON A SINGLE SHEET TITLE TO NETWORK t- TDCHAN PORT WHEN MORE GENERAL ELECTRICAL - 71- ROUTER. _ THAN 3 ECP'S ARE USED. N N EMS - NO LIGHTING E.2�' Venstar EMS - No Lighting Control - Data Concentrator -` Venstar EMS - No Lighting Control - Basic Low Voltage Wire Runs - SCALE: AS SHOWN CS see: 6 1 -0' scale: 6' = 1'-0" SHEET NUMBER: N E513 04 , Branch Panel: A Branch Panel: B **We Location: WORKROOM 44 Volts: 120/208 Wye A.I.C. Rating: 22K Location: WORKROOM 44 Volts: 120/208 Wye A.I.C. Rating: 22K "" "" Ilk Supply From: Phases: 3 Mains Type: MCB Supply From: Phases: 3 Mains Type: Mounting: Recessed Wires: 4 Mains Rating: 400 A Mounting: Recessed Wires: 4 Mains Rating: 400 A Enclosure: NEMA 1 MCB Rating: 400 A Enclosure: NEMA 1 MCB Rating: Notes: Notes: FEED THRU LUGS O 2018 STARBUCKS COFFEE COMPANY R NOTES CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT NOTES NOTES CKT Load Name Trip Poles A B C Poles Trip Load Name CKT NOTES I RTU-2 50 A 3 4070... 4070... 3 50 A RTU-1 2 I 1 1 TICKET PRINTER 20 A 1 360 VA 500 VA 1 20 A 17588 - U.C. REF. NIT. 2 1 STA R B NU C KSO R 3 - -- -- 4070... 4070... -- -- -- 4 2401 UTAH AVENUE SOUTH 1 3 19559 - NITROGEN GEN. 20 A 1 500 VA 360 VA 1 20 A CUP LABELERS 4 1 SEATTLE, WASHINGTON 98134 5 — -- -- 4070.- 4070... -- -- -- 6 1 5 12694- ESPRESSO 40 A 2 3100... 500 VA 1 20 A 10267 - U.C. REF. 6 1 7 DUCT SMOKE DETECTOR 20 A 1 360 VA 360 VA 1 20 A RTU RECEPTACLES 8 1 7 -- -- 3100 .. 3100. . 2 4Q A 12694 ESPRESSO g 1 (206) 318-1575 9 11083-REFRIGERATOR 20 A 1 1200... 400 VA 1 20 A 10970-REFRIGERATOR 10 r 1 9 10267 - U.C. REF, 20 A 1 500 VA 3100.,. -- -- -- 10 THESE DRAWINGS AND THE PROJECT MANUAL 11 13682-FREEZER 20 A 1 1320... 2136... 1 30 A ICE MACHINE 12 11 POS 20 A 1 180 VA 360 VA 1 20 A SAFE SECURITY 12 ARE CONFIDENTIAL AND SHALL REMAIN THE 13 EF-1 20 A 1 200 VA 90 VA 2 20 A FOOD CASE POWER 14 ' 1 13 FUTURE QUAD RECEPT. 20 A 1 360 VA 180 VA 1 20 A RINSE SINK 14 1 SOLE PROPERTY OF STARBUCKS 15 FOOD CASE LIGHT 20 A 1 180 VA 90 VA -- -- -- 16 1 15 FUTURE RECEPT- 20 A 1 180 VA 1800... 1 20 A 12508 - BLENDER 16 1 CORPORATION. WHICH IS THE OWNER OF THE 1 17 15186-DISHWASHER 40 A 2 3172... 3000... 2 40 A DT AIR CURTAIN 18 1 17 10267 - U.C. REF. 20 A 1 500 VA 180 VA 1 20 A FUTURE USE RECEPT. 18 1 COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), 19 -- 3172... 3000... 20 1 19 10267 - U.C. REF. 20 A 1 500 VA 360 VA 1 20 A TEND. REGISTER & EXP. POS 20 1 SHARED WITH THIRD PARTIES OR USED IN ANY 21 EXTERIOR SIGNS 20 A 1 1000... 500 VA 1 20 A EXTERIOR SIGNS 22 1 1 21 FUTURE USE DED. QUAD. RECEPT. 20 A 1 360 VA 180 VA 1 20 A D.T. WIRELESS BASE 22 MANNER ON OTHER PROJECTS OR 23 EXTERIOR SIGNS 20 A 1 540 VA 720 VA 1 20 A WORKROOM RECEPTACLES 24 1 23 D.T. SIGNAL PROCESSOR 20 A 1 180 VA 360 VA 1 20 A Q.T. TIMER MONITOR 24 EXTENSIONS TO THIS PROJECT WITHOUT THE 1 25 CAFE RECEPTACLES 20 A 1 540 VA 360 VA 1 20 A BANQUETTE SEATING 26PRIOR WRITTEN CONSENT OF STARBUCKS 25 D.T. CONTROL UNIT 20 A 1 360 VA 360 VA 1 20 A D.T. ORDER MON. & BUMP BAR 26 CORPORATION. THESE DRAWINGS AND 27 TIME CLOCK 20 A 1 200 VA 500 VA 1 20 A MENU/PRE-MENU BOARDS 28 1 27 10312 - BREW WARMING STAND 20 A 1 360 VA 500 VA 1 20 A 10267 - U.C. REF. 28 1 SPECIFICATIONS ARE INTENDED TO EXPRESS 29 DT OREDER SCREEN 20 A 1 250 VA 500 VA 1 20 A DT DIRECTIONAL SIGNS 30 1 29 10312 -BREW WARMING STAND 20 A 1 360 VA 4100... 2 50 A 10746-TWIN BREWER 30 1 DESIGN INTENT FORA PROTOTYPICAL 1 31 SHOW WINDOW RECEPTACLES 20 A 1 900 VA 180 VA 1 20 A WATER HEATER 32 1 1 31 10808 -GRINDER 20 A 1 1400... 4100... -- -- -- 32 STARBUCKS STORE (WHICH IS SUBJECT TO 33 FUTURE MENU BOARDS 20 A 1 720 VA 152 VA 1 20 A WORK AREA LIGHTS 34 1 33 12618 - U.C. REF. 20 A 1 500 VA 360 VA 1 20 A CUP LABELER 34 1 CHANGE AT ANYTIME)AND DO NOT REFLECT 35 BAR LIGHTS 20 A 1 495 VA 79 VA 1 20 A RESTROOM/CAFE LIGHTS 36 ACTUAL SITE CONDITIONS NEITHER PARTY 1 35 12407-WARMING OVEN 40 A 2 3120... 3120... 2 40 A 12407 WARMING OVEN 36 1 SHALL HAVE ANY OBLIGATION NOR LIABILITY TO 37 CAFE/PATIO LIGHTS 20 A 1 593 VA 0 VA 1 20 A EMS 38 37 -- -- -- 3120... 3120... -- -- -- 38 THE OTHER (EXCEPT STATED ABOVE) UNTIL A 39 EXTERIOR LIGHTS 20 A 1 156 VA 40 1 39 HOT TAP 20 A 1 1920... 360 VA 1 20 A PC, PRINTER PHONE 40 WRITTEN AGREEMENT IS FULLY EXECUTED BY 41 42 41 LAPTOP, CASH SCALE 20 A 1 360 VA 360 VA 1 20 A MGR'S QUAD RECEPT. ' 42 - BOTH PARTIES. 43 44 43 EMS DATA CONCENTRATOR 20 A 1 360 VA 180 VA 1 20 A MUSIC SYS. AMP. 44 1 STARBUCKS TEMPLATE VERSION 12018.10.16 I 45 46 45 SECURITY CTRL ALARM PNL 20 A 1 180 VA 180 VA 1 20 A UPS 46 47 48 47 PDU STRIP 20 A 1 180 VA 1920... 1 20 A W.F S HOT TAP 48 1 49 50 _ 1 49 W.F.S. RECEPT. 20 A 1 180 VA 50 51 52 51 .. 52 53 54 53 54 Total Load: 39536 VA 24579 VA 39233 VA Total Load: 21640 VA 11340 VA 18880 VA Total Amps: 348 A 205 A 346 A Total Amps: 190 A 95 A 167 A GPD Engineering and Architecture Legend: Legend: Professional Corporation 520 SOUTH MAIN ST,SUITE 2531 AKRON.OH 44311 P',330-572-2100 F:330-572-2101 Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Load Classification Connected Load Demand Factor Estimated Demand Panel Totals GPD PROJECT Na 2016355.42 Power 9120 VA 100.00% 9120 VA Kitchen Equipment 37000 VA 65.00% 24050 VA Lighting 1855 VA 125.00% 2319 VA Total Conn. Load: 103347 VA Receptacle 14860 VA 83.65% 12430 VA Total Conn. Load: 51860 VA HVAC 24622 VA 100.00% 24622 VA Total Est. Demand: 82695 VA Total Est. Demand: 36480 VA �*�R� fi�s6i Kitchen Equipment 45480 VA 65.00% 29562 VA Total Conn. Current: 287 A Total Conn. Current: 144 A c3 ��GI N E,c, O� Receptacle 21020 VA 73.79% 15510 VA Total Est. Demand Current: 230 A Total Est. Demand Current: 101 A 8:391 -Yr- •, •R 2i Notes: Notes: CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND SHALL CALCULATE SHORT CIRCUIT, FAULT CURRENT AND ARC FLASH AND PROVIDE LABELS ON ELECTRICAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND SHALL CALCULATE SHORT CIRCUIT. FAULT CURRENT AND ARC FLASH AND PROVIDE LABELS ON ELECTRICAL Ws�Sr 10 �o``JP ® EQUIPMENT PER N.E.C. AND LOCAL JURISDICTION- CONTRACTOR SHALL PROVIDE WQUIPMENT RATED FOR FAULT CURRENT. EQUIPMENT PER N.E.C. AND LOCAL JURISDICTION. CONTRACTOR SHALL PROVIDE QUIPMENT RATED FOR FAULT CURRENT. 6'1/ N P SG\-\ 02/28 19 L3 Q EXPIRES:06/30/2020 2 0 CO PANEL SCHEDULE NOTES OUTSIDE r-.I INSIDE W N1_ GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS (2)4#350 KCMIL, CC <I SHALL BE UTILIZED WHERE REQUIRED BY CODE. PROVIDE #3G THW CU, 3"C. < 0 DEDICATED NEUTRAL WIRE FOR ALL THESE CIRCUITS AND IN CO W ,iN ACCORDANCE WITH NEC. 1 CY It U 400A 400A Y PANEL PANELII CC 0UJi O NEW 120/208V 120/208V 400A 208/120V 30. — II- 4W SERVICE CT CAB & MCB M O 3P 3P 0 N N METER W N cz • Hu. O w Q � EXISTING n LL c PADMOUNT W O TRANSFORMER 2 �❑// aa , 0 H FLOOR/GRADE 1 1 z Li. < CO 0 12 I I 1 1 1— < H �/ __� L J L v cts -- — w w J.= --.=NI-- CI _ rr rn� N #2/0 CU TO BUILDING STEEL. WATER CL Cfl V Ci MAIN AND REMAINING GROUND lam" a r �3 (2) SETS OF 4#350 KCMIL, CONDUCTORS. #6 CU TO 3 GROUND r- THW CU, 3" C. ONE (1) 3" RODS AND#4 CU TO REBAR PER STORE #: 418 0 SPARE NEC AND LOCAL JURISDICTION PROJECT #: 04753-029 to c ISSUE DATE 0225-19 SUBMITTAL N DESIGN MANAGER: JOHN PARK E LEED AP: D o NOTES: PRODUCTION DESIGNER, GUY RIPLEY 0 1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND CHECKED BY: r CALCULATE SHORT CIRCUIT FAULT CURRENT AND ARC FLASH AND • 2 PROVIDE LABELS ON ELECTRICAL EQUIPMENT PER N.E.C. AND LOCAL Revision Schedule V) JURISDICTION- CONTRACTOR SHALL PROVIDE EQUIPMENT RATED j FOR AVAILABLE FAULT CURRENT. Rev Date By Description a) 2. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY & 0) PROVIDE CT CABINET& METER BASE PER POWER COMPANY D REQUIREMENTS. U 3. ALL TRENCHING. BACKFILL. SITE RESTORATION AND WARNING TAPE DETEDTABLE BY CONTRACTOR. VERIFY DEPTHS OF CONDUITS COMPLY WITH NEC. POWER COMPANY JURISDICTION. 4. CONTRACTOR SHALL PROVIDE AN OUTDOOR DISCONNECT SWITCH IF LOCAL JURISDICTION OR POWER COMPANY REQUIRES ONE. SHEET TITLE:LE a 5. CONTRACTOR SHALL PROVIDE PANELS WITH FEED THRU LUGS. E LEC I p I CAL PANEL r` f� N N SINGLE—LINE DIAGRAM SCHEDULES 2 SCALE: AS SHOWN � scale N.T.S T SHEET NUMBER 0 N_ Cfl N N _