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Plans (380) BU P2018 - 00203 VICINITY PLAN SITE AND OCCUPANCY INDEX OF SHEETS GENERAL NIlik OTES RECEIVED **tf CODE AUTHORITIES: CITY OF TIGARD SHEET SHEET TITLE 1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING ir �. ate, SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS JUN `2$ 20th ' �'3;C 3 05,1 € I:�� le BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY GENERAL SITE SURVEYOR AND BECOME THOROUGHLY FAMILIAR WITH THE '' x ;t� sk4 CODE G 0001 GENERAL INFORMATION CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. T� OFTIGARD S "atGr��^ro k w G-0002 CODE SUMMARY PLAN BUILDING PLUMBING CODE: 2017 OREGON PLUMBING SPECIALTY CODE 2. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS BUILDING LIVIS' • G OD03 HEALTH DEPARTMENT PLAN CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS y f PLUMBING FIXTURE COUNT: (1)SINGLE MEN'S WCILAV AND (1) SINGLE G 0010 CONSTRUCTION SPECIFICATIONS OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. G-0011 CONSTRUCTION SPECIFICATIONS R y^'��'��r[` �- • WOMEN'S WCILAVO ' € G 0012 CONSTRUCTION SPECIFICATIONS 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH MECHANICAL CODE: OREGON MECHANICAL SPECIALTY LOCA OUNSTATE AND FEDERAL CODES AND ORDINANCES. Q 2017 STARBUCKS COFFEE COMPANY 2014 G 0013 CONSTRUCTION SPECIFICATIONS L C TY c 2 �r 4 ,, CODE / ' 4. G 0014 CONSTRUCTION SPECIFICATIONS STARBUCKS CO F F E E 1 G 0015 CONSTRUCTION SPECIFICATIONS GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL . ELECTRICAL CODE: 2017 OREGON ELECTRICAL SPECIALTY UTILITIES. ,s.!•.- F,•••,', CODE G-0016----------------- CONSTRUCTION SPECIFICATIONS COMPANY ��?"Y :� 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING ":, E _. ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY STRUCTURAL CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY STARBUCKS 2401 UTAH AVENUE SOUTH SPECIALTY CODE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO B.0001 STRUCTURAL SPECIFICATIONS SEATTLE WASHINGTON 98134 PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE ' 5 1101 FOUNDATION PLAN AND DETAILS (206) 318-1575 FIRE CODE: 2014 OREGON FIRE CODE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL S 1501 ROOF FRAMING PLAN AND DETAILS DIMENSIONS TO BETAKEN FROM DESIGNATED DATUM POINT. DO NOT HEALTH CODE: OREGON HEALTH CODE SCALE DRAWINGS. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE Creek �' lt . ARCHITECTURAL PROPERTY OF STARBUCKS C RPORATION, y ACCESSIBILITY CODE: 2009 ICC 1 ANSI A117.1 A 1001 ARCHITECTURAL SITE PLAN 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING q 13%oso��tLi'e es WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO WHICH IS THE OWNER OF TWE COPYRIGHT IN A-1002 ARCHITECTURAL SITE DETAILS PROJECT DESCRIPTION: TENANT IMPROVEMENTS TO EXISTING REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE THIS WORK. THEY SHALL NOT BE Pacific 15� ') A-1101 DEMOLITION FLOOR PLAN REPRODUCED (IN WHOLE OR IN ART SHARED STARBUCKS STORE WORK ) H mart A-1102 DEMOLITION REFLECTED CEILING PLAN WITH THIRD PARTIES OR USED IN\ANY MANNER ZONING CODE: CITY OF TIGARD A-1103 DEMOLITION ROOF PLAN 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ON OTHER PROJECTS OR EXTENSIONS TO THIS A 1104 BUILDING FLOOR PLAN PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND PROJECT WITHOUT THE PRIOR WRITTEN ZONING: C-G (GENERAL COMMERCIAL) ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. CONSENT OF STARBUCKS CORPORATION. z� A-1501 BUILDING ROOF PLAN THESE DRAWINGS AND SPECIFICATIONS ARE A 2001 DEMOLITION EXTERIOR ELEVATIONS INTENDED TO EXPRESS DESIGN INTENT FOR A TYPE OF USE: RETAIL SALES AND SERVICES 8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO A-2002 EXTERIOR ELEVATIONS NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS PROTOTYPICAL STARBUCKS STORE (WHICH IS LEASABLE AREA: 2,034 SF A 2003 EXTERIOR ELEVATIONS SET SHALL BE A PART OF THE GENERAL CONTRACTOR'S "STORE SUBJECT TO CHANGE AT ANYTIME)AND DO s"i`4 A 3001 WALL SECTIONS CLOSE OUT PACKAGE"AS DESCRIBED IN THE CONSTRUCTION NOT REFLECT ACTUAL SLTE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION TYPE OF OCCUPANCY: B A 5001 BUILDING DETAILS MANAGEMENT AGREEMENT. NOR LIABILITY TO THE OTHER (EXCEPT STATED TYPE OF CONSTRUCTION: VB - NON SPRINKLED (NO CHANGE} A 5002 BUILDING DETAILS 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ABOVE) UNTIL A WRITTEN AGREEMENT IS A-6000 FLASHING DETAILS DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD FULLY EXECUTED BY BOTH PARTIES. OCCUPANCY LOAD: A-6001 WINDOW AND DOOR SCHEDULES PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT ,.,,,1'. :r SHIPMENTS. REFER TO CONSTRUCTION MANAGEMENT AGREEMENT STARBUCKS TEMPLATE VERSION 12017.11.03 re INDOOR SEATING: 463 SF 1 15= 31 INTERIORS FOR METHODS AND LEAD TIMES. BEV PREP: 396 SF/200= 2 SALES: 309 SF 1 30 = 11 I-1103 INTERIOR FLOOR PLAN & DOOR SCHEDULE 10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND WORKROOM: 461 SF 1300= 2 1-1104 PENETRATION PLAN EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS TOTAL OCCUPANT LOAD: 46 1-1105 FF AND E PLAN UNDER THE COLUMN LABELED"RESPONSIBILITY". I-1107 CASEWORK PLAN TOTAL INTERIOR OCCUPANT LOAD: 46 1-1108 REFLECTED CEILING PLAN 11. FOR THE PURPOSE OF THE DOCUMENTS, TO "INSTALL", SHALL MEAN GPD Engineering and Architectl�re AERIAL MAP TOTAL INTERIOR SEATING: 28 1 1108.1 REFLECTED CEILING DIMENSION PLAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, TOTAL GROSS SQUARE FOOTAGE: 2,034 SF 111D9 FLOOR FINISH PLAN BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, Professional Corporation »,� r,' �, : , . TO ET RE FOOTAGE 94 SF TE ANp OPERATION ;.. . . mak, = :; a »;. TAL N SQUA 1,7 fi '-_ R ' AND OTHER ITEMS RE I F A :w . , . - 520 SOUTH MAW ST. SUITE 2531 :, „ g; ,: . .: >. : 11111 WALL FINISH PLAN IN TALLATI N UNLESS OTWERWISE NOTED. = - �'��k� � W-� �� F� k' ROOM SCHEDULE 12101 INTERIOR ELEVATIONS AKRON, OH 44311 0 k`:; :. :: ., ;:; „ x P: 330.572.2100 F: 330.5722101 ' Y . A '� I-2102 INTERIOR ELEVATIONS 12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS s ,', : ,: , ,,' GPD PROJECT NO: 2016355.20 �'� �: �. �� DESIGN MANAGER. �� • � � �;m �� <:�' �� '�: ;� ` � '' ��' �. NAME AREA 4102 ENLARGED RESTROOM PLA N AND ELEVATIONS %., r � ,,, ,�;� 1-5001 DESIGN DETAILS 4g ft "' • -. 15002 DESIGN DETAILS 'r _ kip „ y. : �, .r BACKBAR 396 SF c.� r ' '1/4 itmgor „$ '<` _. - 3 ' G pl.i -,.:: H, `'NS( : *.fl4.. e�a``, k /� t--.,ick.•5f' . ," ,, . 1-5003 DESIGN DETAILS , ; y� e� 1 . < .: CAFE 774 SF (.? .IL,OL f,K jj '}�fo a '"' W'.",{,ft,. � •b�:4;a ,P" bI �f �' J.` ,:N,d �v �, _` '•�'�� • : �� z <� � I-5004 bESIGN DETAILS �� 0. nom`: :�#t�kln ::„ Vis^.;' .' �,,:: ".� �: `: �x >, _ .., ,. UNISEX 127 SF � ` AFi[:U�• 0 . . •<' i � � I-6001 SCHEDULES PROJECT CONTACTS H x = 4 F VESTIBULE 39 SF I-6002 SCHEDULES ° N )_ • '�' � ; `-„k �f � _ � � � �' '•�'• -;� ,��.� � `�� 459 SF ( U036 k. ` ,p �," i�u u< moi, . WORKROOM +' .4 �,,,_ :: lik � . , ,, ;. EE MPANY .^ >. . ,: ;< „ , MAILING STARBUCKS COFFEE CO ,� r� GRAND TOTAL 1794 SF �� . t.. ,, fk , ,, :, � < < :� PLUMBING ADDRESS. 2401 UTAH AVENUE SOUTH ..�.. cO x'$ ; . ' baa". - ^, 7';, :a"�r -.x• i - # ` '�`'` rt.' .t`. friti ;'�: . ; . y .,..: , ,` MS STOP: S SD10 ,` P 0001 PLUMBING NOTES a , �" SEATTLE WASHINGTON 98134 /� ., , P DOD3 PLUMBWG OUTLINE SPECIFICATIONS : . r. : ><' x (206) 318-1575 " Fk.. � .fit; � 'r, P 1101 PLUMBING SUPPLY PLAN <"11.:;:iiii:'!.:-::K241331#1'"9". ' P 1103 PLUMBING WASTE AND VENT PLAN y F, t CI I '` # $ DESIGN NEHA RENGARAJAN co sk. of .:,: r_ C gIN W „T MANAGER. NY P 5001 PLUMBING DETAILS STARBUCKS COFFEE COMPA � �ry, �"' � � � . ;� %€ �, #>, , � - o-- »�:�',�� P-5002 PLUMBWG bETAILS 2401 UTAH AVENUE SOUTH ` ,T , ..� � .. SCOPE O F WOR K Q v x :� r x MS STOP: S-SD10 • fi SEATTLE, WASFIINGTON 9$134 U} K,:. lizilems MECHANICAL # �l q`�p !�} LLI •' #;:: i $>.v. b .v.'C^ : k - *.� ixF +4x k _ .< `` — fie/ 1 Y :» ;k, >- ,.;. TENANT IMPROVEMENTS OF AN EXISTING STARBUCKS. (206) 318 8078 �F�l� 1 M-0001 MECHANICAL NOTES IY �" ��`•:��ar � �� .. � � �6` � ""` = '� � � . '" ``��. . INTERIOR SCOPE INCLUDES NEW INTERIOR WALLS EQUfMENT AND M-D003 MECHANICAL OUTLINE SPECIFICATIONS ;< ' igir FINISHES AND THE RELOCATION OF THE EXISTWG DRIVE-THRU WINDOW. CONSTRUCTION RON BLANCHETTE , : :. ,F;, .:rx #:` "f • MPANY . :... ." _ „ EXTERIOR SCOPE 15 LIMITED TO NEW EXTERIOR WALL FINISHES, M 1101 MECHANICAL bESIGN PLAN MANAGER: STARBUCKS COFFEE pu v :: ,; 44 $< OUTDOOR SEATING DIRECTIONAL SIGNAGE AND PAVEMENT MARKINGS. 2401 UTAH AVENUE SOUTH U <: �: : r::°. �r MS STOP: S SD10 : � "� 4 • :`" . , SEATTLE WASI�INGTON 9$134 x Y "0.4..:1:-. a",:,...;:„:74.4...,, #k t : , ELECTRICAL ,,°• ' rr . ,� - 01 ELECTRICAL NOTES # rr • • a 9 ,> (503) 572-4345 E DD Y �- ` ` . , ` . ,4.igilikkii.V „ ` IVOE 0002 CONSTRUCTION SPECIFICATIONS W to „ ;;F ,�,w . • , »_n „t ; � , , . , , ', E 1101 ELECTRICAL DESIGN PLAN SURVEYING GPD ENGINEERING &ARCHITECTURE :. � ", ' ;' PROFESSIONAL CORPORATION f � r v x , N ARCHITECT. E 1104 LIGHTING DESIGN PLA U -� c a kka 520 SOUTH MAIN ST. SUITE 2531 CO — N a ... - E 5001 ELECTRICAL DETAILS L.L N • � : 4 AKRON, OH 44311 i= ...4.- rem „�< . �vn4x E-6001 ELECTRICAL PANEL SCHEDULES _ _ :, k s ., 330 572 3611 LL 411 co o �� X.` GPD ENGINEERING &ARCHITECTURE tY tico ' y 4. t �,.,, . ARCHITECT OF ,� �'. ,''''4. 9^. e is a^ °a Cu "sc�, w, ,,, , „ .,? =k.'y _; ' ❑ O *< ; RECORD: PROFESSIONAL CORPORATION ❑ 1iclJrsrattf 8 Mound St': �:;: .1 ❑; .� � ,141•810 .9, ; u . `{ , ARCHITECTURAL SYMBOL LEGEND 52fl SOUTH MAIN ST. SUITE 2531 Q atii�`.�� ``' -• �� ` �. `� �- - .. �� . ,._ �� ",� �,�� ..�:`. 311 ~ U :.�:. .„�v. 330 5072 36H 1 4 U C] IX .401 cts 4 W rr�-1 W CO Q 0 .... CONSULTANT OF MEP PROFESSGPD IONAL CONEERING RPORATION RCHITECTURF %-., O co 0 TD ABBREVIAit TIONS Nscale x-x RECORD: 520 SOUTH MAIN ST. SUITE 2531 A. 33% O CO_ I— p r __I AKRON, OH 44311 li ,, NORTH GRAPHIC DATUM A/C AIR CONDITIONING FF&E FURNITURE, FIXTURE, AND EQUIPMENT OC ON CENTER ARROW SCALE POINT 330-572-3611 STORE #: 3366 ACT ACOUSTICAL CEILING TILE FLR FLOOR O.D. OUTSIDE DIAMETER Et Ta_. ADJ ADJUSTABLE FOH FRONT OF HOUSE _ EGfAt. INSFECTZON REQUIRED PROJECT #: 11071-036 AFF ABOVE FINISHED FLOOR FT FOOT/FEET PLC PLACE _ tarts of Oregon Structural Specialty Code ADDITIONAL PERMITS REQUIRED CX' 'O 0� ISSUE DATE: Permit 06 07.2018 • REViE D FOR CODE COMPLIANCE DESIGN MANAGER: NEHA RENGARAJAN Y AMP AMPERE _ Fire Sprinkler R RADIUS (AD Comm Plumbing and Reinforcing Steel Fire Alarm �� Approved: I LEEDD AP: Allil‘l N ARCH ARCHITECT G GROUND �� OTS c-\c I •.h PRODUCTION DESIGNER: GPD GROUP co ❑_ GC GENERAL CONTRACTOR REF REFERENCE --- --- BOH BACK OF HOUSE REQ'D REQUIRED ❑ Bolts Installed in Concrete Mechanical CHECKED BY: TOM CONNER HC HOLLOW CORE REV REVISION Permit#; R.. CU Q. RND ROUND EXTERIOR INTERIOR SECTION DETAIL ❑ Special Moment-Resisting Concrete Frerne Plumbing moi►' gyp i $ -_C� c)cp., , CAB CABINET HDW HARDWARE CL CENTER LINE HM HOLLOW METAL ELEVATION ELEVATION CALL OUT CALL-OUTAddress CLG CEILING HORIZ HORIZONTAL SB STARBUCKS CALL OUT CALL OUT [ ❑ Reintorcing Steel&Prestressing Steel Tendons Electrical _r Revision Schedule Suite #t ch CM STARBUCKS CONSTRUCTION MANAGER HR HOUR SC SOLID CORE Truss EngineeringRev Date By Description lit u� CTR CENTER HT HEIGHT SF SQUARE FEET 0 Structural�'��_i�g �'��"�""�� Shop Drawings $r Dates . ❑ CX COMMISSIONING HVAC HEATING, VENTILATING, AND AIR CONDITIONING SHT SHEET X' ❑ High-Streng►�' clung U CXA COMMISSIONING AGENT SIM SIMILAR XX XXXX 0 Structural Masonry Other ---� i.D. INSIDE DIAMETER SQ SQUARE SQUAIREATION ,, RESPONSIBILITY LEGEND 0 DEG DEGREE DET DETAIL LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL SHEET ABOVE FINISH FINISH REVISION Reinforced G,^;•E4m �rsnCreta NOTE FLOOR FACE TO CLOUD a ❑ Lnsula:in 1r^^r�a;t. Fin DIA DIAMETER DESIGN TEMP TEMPORARY 9 TYP YPICAL CALLOUT HEIGHT TAG FINISH GC GENERAL CONTRACTOR SHEET TITLE IZ DIM DIMENSION LL LANDLORD FACE ❑ SprayApplit�, :F'- isistiWeMateri�ls SB STARBUCKS FIC DM STARBUCKS DESIGN MANAGER DIMENSION DN DOWN MAX MAXIMUM UNO UNLESS NOTED OTHERWISE ❑ Pilings,ar11. �-~e.rs and Ca• issons E RAL INFORMATION 46::I MEP "MECHANICAL, ELECTRICAL,AND PLUMBING" EA EACH MFR MANUFACTURER VERT VERTICAL P)00(- WINDOW XXX XXXXXX �XXXXX €XXXXX 0 ShotCrela EL ELEVATION MIN MINIMUM VIF VERIFY IN FIELD in EQ EQUAL REVISION PAINT DESIGN ID,L DOOR WINDOW 0 Special GratLing,Excsvatiorl and FGing SCALE: AS SHOWN L.- EXT EXIST EXISTING NIC NOT IN CONTRACT TAG TAG TAG TAG TAG ❑ Smoke-Contrui'aysterns SHEET NUMBER: N EXT EXTERIOR NL NIGHT LIGHT N NTS NOT TO SCALE ❑ Other Inspections -0001 SHEET NOTES *tee jiipiP.._ ...; 1. EXIT LOCATION. 1411k 2. 36" EGRESS PATH, 32"CLEAR AT DOORS. 3. ADA ROUTE. — " - — " " — ' - — 4. ADA COMPLIANT POS AND HANDOFF PLANE AND CONDIMENT CART, 2'-10"AFF. O R 5. 30"X 48" CLEAR FOR WHEEL CHAIR ACCESSIBLE SEATING. ©2017 STARBUCKS COFFEE COMPANY 6. ADA COMPLIANT RESTROOMS. 7. EXIT SIGN. STARBUCKS COFFEE 8. SEE A-1001 FOR CONTINUATION OF PATH TO ACCESSIBLE COMPANY PARKING. 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE BUILDING DATA CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN EGRESS CALCULATIONS: THIS WORK. THEY SHALL NOT BE TOTAL OCCUPANT LOAD = 46 REPRODUCED (IN WHOLE OR IN PART), SHARED NUMBER OF EXITS REQUIRED - 2 WITH THIRD PARTIES OR USED IN ANY MANNER NUMBER OF EXITS PROVIDED = 2 ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN MINIMUM OPENING WIDTH REQUIRED: CONSENT OF STARBUCKS CORPORATION. .246THESE DRAWINGS AND SPECIFICATIONS ARE OPENING INCHES x WIDTH OPROVIDED = 108 INCHES INTENDED TO EXPRESS DESIGN INTENT FOR A PROVIDED = INCHES PROTOTYPICAL STARBUCKS STORE (WHICH IS RESTROOM INFORMATION: SUBJECT TO CHANGE AT ANYTIME)AND DO NUMBER OF WATER CLOSETS REQUIRED: 1 PER 75 MALE AND NOT REFLECT ACTUAL SITE CONDITIONS. FEMALE NEITHER PARTY SHALL HAVE ANY OBLIGATION TOTAL OCCUPANT LOAD = 46 NOR LIABILITY TO THE OTHER (EXCEPT STATED 46/2 = 23; 23/75 = 1 FIXTURE REQUIRED FOR MALE AND FEMALE ABOVE) UNTIL A WRITTEN AGREEMENT IS NUMBER OF WATER CLOSETS PROVIDED = (1) MALE AND (1) FEMALE FULLY EXECUTED BY BOTH PARTIES. NUMBER OF LAVATORIES REQUIRED: 1 PER 200 MALE AND FEMAILS STARBUCKS TEMPLATE VERSION 12017.11.03 46/2 = 23; 23/200- 1 FIXTURE REQUIRED FOR MALE AND FEMALE NUMBER OF LAVATORIES PROVIDED = (1) MALE AND (1) FEMALEA§§§ggamr,, UNISEX RESTROOMS PROVIDED PER 2902.2 EXC. 3 �. ` NUMBER OF SERVICE SINKS REQUIRED = 1 NUMBER OF SERVICE SINKS PROVIDED = 1 GPD Engineering and Architecture R O Professional Corporation _ l— 520 SOUTH MAIN ST. SUITE 2531 • .41. 4,1‘,„ q i'-f-,1 AKRON, OH 44311 _- _ — P: 330.572,2100 F: -- ------- - - — -= GPD PROJECT NO: 2016355120 - •- MIN It - / q - , P ------ii it - ■ - , _w -, 1 r .< . *, =1 _ _/ ¢- ,-'�.J 1I ° iii !A ::- -- WORKROOM AKRON, OH . mirs P ai ` 000 '\ < - _ �� BACKBAR �: iiii,_...-.IN / ! /1111 4MPFEISMII ._ 1 (ci i = m----mini iiiiiiiiiiim w iWIl 111 ISI .—t,sh- - MI Et u uL I LAI lif•-ii-- .:"---,- Ld -.-mmemiollIl Q112 ,__J ,.. nitiT i 0 iii E IF rm., I ' lawid LLJ j=r____10") U Ok ) El . , < . ,.._...., ,. .,." ......_„.". 5aur r , ...... . . .41.0.. p ....R.■... J ,==. ci... rts fi i Ef i'' NOM �fM 40. . CAFE I. /.'/. mm� r� A1C UCLE II It - , Arzporeze -� w IIIIM II .!OM Ct — N A. 12 tn 1 ISI 131 4ir+-, . it MIMI ._J , . I 0 \ -- ,--- , , u , / r ix jLil ' Fil Llj LU n Li_ o € - VESTIBULE , O Q E . , o . = • III i , ....., t Q o u. - : otowyoura. iit E. ,.a .,.- - u t tS� rrQnn -_;• ,- 1 II O _ O V 0 [ 111 � iiimum �i1��1� 1��1��1��■________■_enuo ��1rl_■_�__■um64, 1.11111111111 .4) wpmIPM1 \ UNISEX / L 1�as )NII 1'' Ih I ... .. 1m I! iiis 6 STORE #: 3366 x gi%, 0 II / , 1 PROJECT #: '11071-036 M�� _. .11 ISSUE DATE: Permit 06.07,2018 DESIGN MANAGER' NEHA RENGARAJAN o T—„ ; � MI L . LEEDS AP: L_ Ei� - - w - CHECKED BY: TOM CONNER cti 0 Revision Schedule O`n Rev Date By Description co U 8 2 SHEET TITLE: co CODE SUMMARY PLAN 1ST FLOOR - CODE SUMMARY PLAN 0 i 2 4' iimi .8' SCALE: AS SHOWN 0oScale:114"=1'-0" Scale, 1/4" = 1,-0' o SHEET NUMBER: N 0 N G-0002 HEALTH DEPT. FINISH SCHEDULE *** NEW SPECIALTY EQUIPMENT SCHEDULE-"E" HEALTH DEPT NEW PLUMBING FIXTURE SCHEDULE -"P" HEALTH DEPT EXISTING PLUMBING FIXTURE SCHEDULE -"P' HEALTH DEPT DESIGN ID COUNT DESCRIPTION COMMENTS DESIGN ID COUNT DESCRIPTION COMMENTS DESIGN ID COUNT DESCRIPTION COMMENTS BAR: COOLING DRAIN .. 1 I k FLOOR: CERAMIC TILEAdifr 10267 4 FRIDGE UNDERCOUNTER 1 DOOR -27IN GI 1 GREASE INTERCEPTOR 100 GPM SCHIER PRODUCTS GB-250, 100 GPM 10294 3 DRAIN -FLOOR SINK SQUARE - 121N 305MM ZURN FD2372-H, A.R.E. FLOOR SINK WITH WALL: WALL TILE, BACKSPLASH, WITH 6"COVE TILE BASE 685MM FLOW, 1,067 LBS. CAPACITY. 6" SUPM DEPTH AND 1/2 GRATE. CEILING: GYPSUM CEILING &ACOUSTICAL TILE CEILING 12618 1 FRIDGE UNDERCOUNTER 1 DOOR WITH DEFIELD X0101 4 FLOOR CLEANOUT ZURN CO2449,ADJUSTABLE FLOOR 10726 1 FLOOR SINK-GRATE HALF SQUARE- 121N ZURN FD2372-H, A.R.E. FLOOR SINK WITH SHELF-27IN 685MM CLEANOUT, NICKEL BRONZE FRAME 305MM 6" SUPM DEPTH AND 1/2 GRATE. CAFE: 13676 1 FREEZER REACH IN 1 DOOR RH -27IN 685MM AND COVER. FAUCET 17588 1 KEG DISPENSING SYSTEM -27IN 685MM - KIT INCLUDES UNDERCOUNTER FRIDGE, DRAIN _ 10597 2 FAUCET-SINGLE HANDLE 0.5 GPM FLOW RATE FLOOR: CERAMIC TILE WITH WALK OFF MATS WITH NONPLUMBED DRIP TRAY TAPS, TRAY,AND TUBING. DELFIELD 10294 5 DRAIN - FLOOR SINK SQUARE - 121N 305MM ZURN FD2372-H, A.R.E. FLOOR SINK 10922 1 FAUCET- MOP SINK WALL MOUNTED WALL: VINYL WALL COVERING, STOREFRONT, EQUIPMENT WITH 6"SUPM DEPTH AND 1/2 GRATE. FILTER PAINTED GYPSUM WALL BOARD WITH 6" COVE TILE BASE CEILING: GYPSUM CEILING &ACOUSTICAL TILE CEILING 10808 2 GRINDER DITTING KR1203 10726 5 FLOOR SINK-GRATE HALF SQUARE - 12IN ZURN FD2372-H, A.R.E. FLOOR SINK ©2017 STARBUCKS COFFEE COMPANY 305MM WITH 6"SUPM DEPTH AND 1/2 GRATE. 13079 1 FILTER HEAR TRIPLE 16623 2 SCALE DIGITAL WITH ADJUSTABLE DISPLAY 13081 3 FILTER-CARBON FILTER CARTRIDGE WORKROOM: STARBUCKS COFFEE MOUNT SMALL EQUIPMENT 13149 1 FILTER-PRESSURE GAUGE FOOD CASE 17564 1 BLENDER PITCHER RINSER WITH SENSOR OTHER FLOOR: CERAMIC TILE COMPANY 16238 1 FOOD CASE ZEPHYR -66IN 1675MM FAUCET 11109 1 WATER HEATER 50GAL 190L ELECTRIC WALL: FRP AND WITH 6" COVE TILE BASE ICE 10152 1 FAUCET-DOUBLE LABORATORY WITH BENT SINK CEILING: ACOUSTICAL TILE CEILING 2401 UTAH AVENUE SOUTH 10527 2 ICE - BIN DROP IN 45LB 20KG RISER SPOUT 10153 3 FAUCET-WATER TOWER- 12IN 305MM 10116 2 SINK-RESTROOM WALL MOUNTED RESTROOMS: SEATTLE, WASHINGTON 98134 OTHER 10995 1 SINK- MOP-24X241N 610X610MM206 318-1575 10305 1 TRASH DROP RING LINER SQUARE BLACK 10215 4 FAUCET- DOUBLE LABORATORY WITH SWING 1.2 GPM FLOW RATE FLOOR: CERAMIC TILE { SPOUT TOILET WALL: PAINTED GYPSUM WALL BOARD &VINYL WALL COVERING 10769 2 RESTROOM GRAB BAR VERTICAL- 181N COCKNEY 10447 1 FAUCET- PRE RINSE SPRAYER WALL 11871 2 TOILET- EFFICIENT 51NGLE FLUSH THESE DRAWINGS AND SPECIFICATIONS ARE 455MM CEILING: GYPSUM CEILING CONFIDENTIAL AND SHALL REMAIN THE SOLE 10992 1 PAPER TOWEL DISPENSER HALF SIZE MOUNTED .__—___...._.... . PROPERTY OF STARBUCKS CORPORATION, TRANSLUCENT GRAY 10597 1 FAUCET-SINGLE HANDLE 0.5 GPM FLOW RATE WHICH IS THE OWNER OF THE COPYRIGHT IN 11115 1 SOAP DISPENSER SINK MOUNTED 10874 3 FAUCET-HOT WATER DISPENSER 0.5 GPM FLOW RATE THIS WORK. THEY SHALL NOT BE - — GOOSENECK REPRODUCED (IN WHOLE OR IN PART), SHARED 11815 4 CORNER GUARD- 1.25IN 30MM-HOT ROLLED 11003 2 FAUCET-DIPPERWELL METERED SHEET NOTES HEALTH DEPT. PLAN NOTES WITH THIRD PARTIES OR USED IN ANY MANNER STEEL MT0011 ON OTHER PROJECTS OR EXTENSIONS TO THIS 14523 1 TANK MOUNTING BRACKET SINGLE AIRGAS 17569 1 FAUCET-WARE RINSER IN COUNTER- 24X91N 600X235MM 1. REFER TO PENETRATION PLAN FOR FLOOR SINK LOCATIONS. A. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL PROJECT WITHOUT THE PRIOR WRITTEN STORAGE 17572 1 FAUCET-TAP SINGLE HANDLE REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE CONSENT OF STARBUCKS CORPORATION. 10222 1 WIRE SHELF GRID AT SINK SINK 2. (E)ADA COMPLIANT RESTROOM + ACCESSORIES. START-UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT THESE DRAWINGS AND SPECIFICATIONS ARE 10293 1 10 COMP LOCKER VENDOR. INTENDED TO EXPRESS DESIGN INTENT FOR A 10416 7 WORKROOM WIRE SHELVING 10549 1 SINK- RINSE DROP IN SST- 12X201N 3. (N) 3-COMP SINK. PROTOTYPICAL STARBUCKS STORE (WHICH IS 305X510MM B. THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER SUBJECT TO CHANGE AT ANYTIME)AND DO 10462 7 WORKROOM WIRE SHELVING POSTS 12807 1 SINK-UTENSIL RINSE WITH GRATE SST-LH- 4. (N) HAND SINK. SYSTEM UNLESS OTHERWISE NOTED. NOT REFLECT ACTUAL SITE CONDITIONS. 10838 1 ROLLING WIRE CART FOR 3 COMP SINK 14X201N 355X510MM NEITHER PARTY SHALL HAVE ANY OBLIGATION 11104 1 10 COMP LOCKER BASE 12808 1 SINK-UTENSIL RINSE WITH GRATE SST-RH - 5. (E) MOP SINK WITH (E)WATER HEATER TANK ABOVE. C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL NOR LIABILITY TO THE OTHER (EXCEPT STATED 13578 1 DISHWARE DRYING RACK-211N 535MM 14X201N 355X510MM SANITATION FOUNDATION STANDARDS OR EQUIVALENT. ABOVE) UNTIL A WRITTEN AGREEMENT IS 17255 1 PASTRY TRAY CART-601N 1525MM 13264 1 SINK-3 COMP WORK SST-93IN 2350MM 6. (N) WORK SINK. FULLY EXECUTED BY BOTH PARTIES. D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, 17264 1 ROLLING PASTRY TRAY THAW RACK- 17565 1 SINK-RINSE WITH DRAINBOARD- 15X27IN 7. (N) GREASE INTERCEPTOR LOCATION, SEE PLUMBING DRAWINGS. EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES STARBUCKS TEMPLATE VERSION 12017.11.03 20X261N 510X660MM 380X685MM FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. 18159 1 WORKROOM SHELVING WITH TANK BRACKET 17632 1 SINK-STACKED DRAINBOARD - 151N 380MM 8. RELOCATED (E) HAND SINK. 361N 915MM 17650 1 SINK- DRAIN TRAY-9X6IN 230X150MM E. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. ;,, 18743 1 SINK-WATER FILLING STATION -36X24IN INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS • 915X610MM CONSTRUCTION REPRESENTATIVE. RELOCATED SPECIALTY EQUIPMENT SCHEDULE -"E HEALTH DEPT F. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE TOWEL �® FLOOR FINISH LEGEND AND SOAP DISPENSER, AND ALL HAND SINKS TO HAVE A COMBINATION GPD Engineering and Architecture DESIGN ID COUNT DESCRIPTION COMMENTS FAUCET OR PREMIXING FAUCET. Professional Corporation COOLING 10110 2 FRIDGE REACH IN 1 DOOR RH -291N 735MM G. SEE SHEETS 1-6001 & I-6002 FOR SCHEDULES. 520 SOUTH MAIN ST. SUITE 2531 AKRON, OH 44311 10267 1 FRIDGE UNDERCOUNTER 1 DOOR-271N P: 330.572.2100 F: 330.572.2101 685MM GPD PROJECT NO: 2016355.20 EQUIPMENT 10312 2 BREWER SOFT HEAT WARMING STAND • • INIDCATES NEW WALK-OFF MAT( ID:12243) �2 �v /11 7 SINGLE 10746 1 BREWER DUAL SOFT HEAT '�� 1 � 10856 4 BREWER SERVER SOFT HEAT MARK S. SALOPEK a1,1;�} }I� 12407 2 OVEN TURBOCHEF NEXT GENERATION INDICATES NEW FLOOR TILE (ID: 17793) 12508 2 BLENDER QUIET MODEL ON COUNTER P 10215 ° NO. 6036 • 12694 3 ESPRESSO MACHINE MASTRENA P 17632 P 17564 t1' / 15186 1 DISHWASHER HOT LOW STEAM P 18743 P 10215 l',� 1 can ICE Q Q A P10153E10808 ally Q 10344 1 ICE - BIN DROP IN 90LB 40KG �L - O P 10874 E 16623 P 10922 P 17569 P 17572 M11 O EI,10808 P 10152 P 10549 E 10Ism992 jir E 111151 P 11109 © 10698 © 10102OTHER -P 17565 1EI10746P 10597 E 12407'-I 10091 1 CUP DISPENSER TALL HOT VERTICAL l-� � �, / / 111 10396 1 CUP DISPENSER SHORT HOT VERTICAL 1 — yl �' E.508 0 B CC 10467 1 FILE CABINET 2 DRAWER E 10312 U I --- '� NE, b. 4= 10501 1 FIRE EXTINGUISHER E 10267 ' � 10791 2 CUP DISPENSER GRANDE VENTI COLD ' Ct VERTICAL _ _ . O E 10267 / ��. ;. I.,,-A ■�: -, - I ( _ [ , : I 1 E815 O 10855 2 CUP DISPENSER GRANDE VENTI HOT P 17650 E 12694 ,, q!„, r �ICI 5 P 10294 LP 10995 O.7. ' VERTICAL ,_ E 10462 E 17264 �: 4- L''4 E 11815 - P.10726- 10858 1 CUP DISPENSER TALL COLD VERTICAL ®� + P 11003 , 13330 1 MOBILE CUP DISPENSER CADDY P'10726 E 10344 P 10726 , 00 _-_ '"�--- I-I GI' E 10416 ^ I E 10267 P 10153 E 10267 P 10294 © 10856 0 . . .................. I P ► F— EL 13584 1 CUP DISPENSER TRENTA COLD VERTICAL \, P 10874 i i a P 10204 L .- _ 16623 10305 � � I— Y STORAGE ` _ P 1024 P X0101 R 10215 P 10215 ® ® I 1 /PlIC:0101 \ �4� -11/157,4 12618 13682 P 1a 4 )1►+ ----P E 10856 I ■ E 10462 © W cia 10416 3 WORKROOM WIRE SHELVING a P 10726 \ E 10527 ► �\ 1153 ` s i 2 10462 3 WORKROOM WIRE SHELVING POSTS p 11003 1 aHT a .E 1041 a E 10416 CO E 10267 ��B L-_r- ;� aE 17255 .L co ■� (-- IliEl 1.....r._ — : I I E 10462 _ _!- mi'0 I _ �j �F- ‘ — 0_ —o - e _ ..1041F ,- (,� co EXISTING SPECIALTY EQUIPMENT SCHEDULE-"E" HEALTH DEPT �� L _ J — YID `� €'�� u 10462 2 w Q E 17588 ' • _ E10110 a o DESIGN ID COUNT DESCRIPTION COMMENTS I I [ W (L 00 `0 = I / t a 1E 1046 0 C] O 1111 J N.- COOLING ® E 14523 P 12808 E 12694 E 13330'E 12694. 11014 1 FREEZER REACH IN 1 DOOR LH -291N 735MM 6 E 13584 E 16238 E 10416 ► 0 13682 1 FREEZER REACH IN 2 DOOR-54IN 1370MM I1 a P 10396 e3 12807_i E 10527 E 13676 I- (..) < U O r ICE ii E 10091 [------I --= 1III CO Q 10102 1 ICE - BIN B55 � " �% E 10855 �° 1Q416 ° III O O (� O 10462 O OTHER IIII O / \� \: E 10855 1= 10791 f 18 f b t) 1c' I P 13264 30 a tr r- 10099 2 RESTROOM TOILET PAPER HOLDER V I - ® h 10110 - • E 10791E 10858 10977 ® ///��""" 1' 10172 2 RESTROOM SEAT COVER DISPENSER - I I is '"---___°:400446162STORE #: 3366 a) 10384 2 DIAPER CHANGING STATION HORIZONTAL €- 1I " . 10 p PROJECT #: 11071-036 10859 2 RESTROOM GRAB BAR 481N L.II I - •� „\ _• • E 10222 O 10862 2 RESTROOM GRAB BAR -361N 915MM •,. ISSUE DATE: Permit Ofi.07.2018 10977 2 PAPER TOWEL DISPENSER FULL SIZE i �` E 10462 E 10416 IE 10416 E 10838 DESIGN MANAGER: NEHA RENGARAJAN N TRANSLUCENT GRAY = O �� ❑ , `' E 10416 1 1 LEEDOAP. - Ili-PI E 10462 E 04�f2� O - I ■ P 10447 11115 3 SOAP DISPENSER SINK MOUNTED - P 10116 { E 11104 - "I PRODUCTION DESIGNER: GPD GROUP E 11815 1= 10384 �� -�,� P X010 f CHECKED BY: TOM CONNER STORAGE - P 10597 E 10293 " I to - .- —; e EI 13578 Q 10698 1 MOP RACK WITH 3 HOLDERS \ 1- E 11115 I P 10726 = E - illIllIII F 0 �� E 11014 P 10294 P 13081 Revision Schedule y € _ �� O. ... laii—P 13079 N '© iE 10384 ► ' 13149 Rev Date By Description I 1 = n © 10172.. .. ...¢ ¢........ P ........... 71. 1 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111 © 10859 E 10467 , / f El _ , 1( - 1 :::; a E 15186 -11 E .10769...... 1011#; E 10862 . ..... .. � a I E 10099 . t • SHEET TITLE: a._ — ..1. . E 108621 , . E 10769 r. P`11871 HEALTH DEPARTMENT r` 0 ai .__r I 2' 4' 8' PLAN P 11871 E 11115F P 10597 E 10977 0 00 E 10099 E 10859 SCALE: AS SHOWN Scale 114"-1'-0" 1720 SHEET NUMBER: N HEALTH DEPARTMENT PLAN Q N G-0003 � scale: 114"= 1.-0" GENERAL CONDITIONS GENERAL CONDITIONS GENERAL CONDITIONS 4C4=1* SECTION 014200-REFERENCES SECTION 017419-CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL SECTION 019113-GENERAL COMMISSIONING REQUIREMENTS 4-ikr 6. 1 I k PART 1 -GENERAL 1.1 SUMMARY 1.1 SUMMARY A. SALVAGING NON-HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. A. COMMISSIONING TEAM: I it- 1.1 INDUSTRY STANDARDS B. RECYCLING NON-HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. 1. MEMBERS REPRESENTING CONTRACTOR, INCLUDING PROJECT A. APPLICABILITY OF STANDARDS: UNLESS THE CONTRACT DOCUMENTS INCLUDE C. DISPOSING OF NON-HAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. SUPERINTENDENT AND SUBCONTRACTORS, INSTALLERS, SUPPLIERS, AND MORE STRINGENT REQUIREMENTS, APPLICABLE CONSTRUCTION INDUSTRY SPECIALISTS. STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND OR COPIED 1.2 DEFINITIONS 2. MEMBERS REPRESENTING OWNER, INCLUDING COMMISSIONING AGENT(CXA), 4 -1 DIRECTLY INTO THE CONTRACT DOCUMENTS TO THE EXTENT REFERENCED. SUCH A. CONSTRUCTION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS AND FACILITY USER AND OPERATION AND MAINTENANCE PERSONNEL, AND STANDARDS ARE MADE A PART OF THE CONTRACT DOCUMENTS BY REFERENCE. OTHER SOLID WASTE RESULTING FROM CONSTRUCTION, REMODELING, ARCHITECT AND ENGINEERING DESIGN PROFESSIONALS. Q B. PUBLICATION DATES: COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF THE RENOVATION, OR REPAIR OPERATIONS. CONSTRUCTION WASTE INCLUDES B. CONTRACTOR'S RESPONSIBILITIES: CONTRACTOR SHALL ASSIGN CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED. PACKAGING. REPRESENTATIVES WITH EXPERTISE AND AUTHORITY TO ACT ON ITS BEHALF AND Q 2017 STARBUCKS COFFEE COMPANY C. COPIES OF STANDARDS: EACH ENTITY ENGAGED IN CONSTRUCTION ON PROJECT B. DEMOLITION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS RESULTING SHALL SCHEDULE THEM TO PARTICIPATE IN AND PERFORM COMMISSIONING a SHOULD BE FAMILIAR WITH INDUSTRY STANDARDS APPLICABLE TO ITS FROM DEMOLITION OR SELECTIVE DEMOLITION OPERATIONS. PROCESS ACTIVITIES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: STARBUCKS COFFEE CONSTRUCTION ACTIVITY. COPIES OF APPLICABLE STANDARDS ARE NOT BOUND C. DISPOSAL: REMOVAL OFF-SITE OF DEMOLITION AND CONSTRUCTION WASTE AND 1. INTEGRATE AND COORDINATE COMMISSIONING PROCESS ACTIVITIES WITH WITH THE CONTRACT DOCUMENTS. SUBSEQUENT SALE, RECYCLING, REUSE, OR DEPOSIT IN LANDFILL OR CONSTRUCTION SCHEDULE. COMPANY 1. WHERE COPIES OF STANDARDS ARE NEEDED TO PERFORM A REQUIRED INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 2. REVIEW AND ACCEPT COMMISSIONING CHECKLISTS AND PROCESS TEST CONSTRUCTION ACTIVITY, OBTAIN COPIES DIRECTLY FROM PUBLICATION D. RECYCLE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE FOR OCEDURES PROVIDED BY THE COMMISSIONING AGENT(CXA). 2401 UTAH AVENUE SOUTH SOURCE. SUBSEQUENT PROCESSING IN PREPARATION FOR REUSE. 3. SUPPORT COMMISSIONING INSTALLATION REVIEW AND PROCESS TEST SEATTLE, WASHINGTON 9$134 E. SALVAGE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND PROCEDURES. (206) 318-1575 1.2 ABBREVIATIONS AND ACRONYMS SUBSEQUENT SALE OR REUSE IN ANOTHER FACILITY. 4. EVALUATE INSTALLATION AND PERFORMANCE DEFICIENCIES IDENTIFIED IN A. INDUSTRY ORGANIZATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN F. SALVAGE AND REUSE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND REPORTS AND, IN COLLABORATION WITH ENTITY RESPONSIBLE FOR SYSTEM SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE SUBSEQUENT INCORPORATION INTO THE WORK. AND EQUIPMENT INSTALLATION, RECOMMEND CORRECTIVE ACTION. THESE DRAWINGS AND SPECIFICATIONS ARE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. 5. COOPERATE WITH THE COMMISSIONING TEAM FOR RESOLUTION OF ISSUES CONFIDENTIAL AND SHALL REMAIN THE SOLE 1.3 ACTION SUBMITTALS RECORDED IN THE ISSUES LOG. PROPERTY OF STARBUCKS CORPORATION, ACI AMERICAN CONCRETE INSTITUTE A. WASTE MANAGEMENT PLAN: SUBMIT PLAN WITHIN 7 DAYS OF DATE ESTABLISHED C. COMMISSIONING AGENT'S(CXA'S) RESPONSIBILITIES: WHICH IS THE OWNER OF THE COPYRIGHT IN AHA AMERICAN HARDBOARD ASSOCIATION FOR COMMENCEMENT OF THE WORK. 1. ORGANIZE AND LEAD COMMISSIONING TEAM. THIS WORK. THEY SHALL NOT BE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 1. TYPES AND QUANTITIES OF DEMOLITION AND CONSTRUCTION WASTE. 2. PROVIDE AND MANAGE COMMISSIONING PLAN. REPRODUCED(IN WHOLE OR IN PART), SHARED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 2. TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED, OR 3. PROVIDE PROJECT-SPECIFIC CHECKLISTS AND TEST PROCEDURES. WITH THIRD PARTIES OR USED IN ANY MANNER APA APA-THE ENGINEERED WOOD ASSOCIATION DISPOSED OF IN LANDFILL OR INCINERATOR. 4. WITNESS, PREPARE AND MAINTAIN COMPLETED INSTALLATION VERIFICATION ON OTHER PROJECTS OR EXTENSIONS TO THIS ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND 3. NET ADDITIONAL COST OR NET SAVINGS RESULTING FROM WASTE CHECKLISTS. PROJECT WITHOUT THE PRIOR WRITTEN AIR-CONDITIONING ENGINEERS MANAGEMENT PLAN. 5. WITNESS SYSTEMS,ASSEMBLIES, EQUIPMENT,AND COMPONENT STARTUP. CONSENT OF STARBUCKS CORPORATION. ASTM ASTM INTERNATIONAL (AMERICAN SOCIETY FOR TESTING AND 6. WITNESS, PREPARE, AND MAINTAIN COMPLETED FUNCTIONAL TESTING THESE DRAWINGS AND SPECIFICATIONS ARE MATERIALS INTERNATIONAL) 1.4 INFORMATION SUBMITTALS CHECKLISTS. INTENDED TO EXPRESS DESIGN INTENT FOR A AWI ARCHITECTURAL WOODWORK INSTITUTE A. WASTE REDUCTION PROGRESS REPORTS: CONCURRENT WITH EACH APPLICATION 7. PREPARE AND MAINTAIN THE ISSUES LOG. PROTOTYPICAL STARBUCKS STORE(WHICH IS AWPA AMERICAN WOOD PROTECTION ASSOCIATION (FORMERLY: FOR PAYMENT. SUBMIT REPORT INDICATING TYPE OF WASTE AND WHETHER IT 8. COMPILE COMMISSIONING DOCUMENTS, RESULTS,AND DEFICIENCIES; INCLUDE SUBJECT TO CHANGE AT ANYTIME)AND DO AMERICAN WOOD PRESERVERS'ASSOCIATION) HAS BEEN SALVAGED, RECYCLED, OR DISPOSED OF IN LANDFILL OR THEM IN THE SYSTEMS MANUAL AND COMMISSIONING SUMMARY REPORT. NOT REFLECT ACTUAL SITE CONDITIONS. GRI CARPET AND RUG INSTITUTE(THE) INCINERATOR. 9. REVIEW COMMISSIONING REPORT WITH COMMISSIONING TEAM AND NEITHER PARTY SHALL HAVE ANY OBLIGATION CRRC COOL ROOF RATING COUNCIL B. WASTE DISPOSAL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF WASTE IMPLEMENT PLAN TO RESOLVE DEFICIENCIES. NOR LIABILITY TO THE OTHER(EXCEPT STATED CSA CANADIAN STANDARDS ASSOCIATION MATERIAL BY ACCEPTING AND PROCESSING FACILITIES LICENSED TO ACCEPT ABOVE) UNTIL A WRITTEN AGREEMENT IS CSA CSA INTERNATIONAL(FORMERLY: IAS-INTERNATIONAL THEM. INCLUDE MANIFESTS, TYPE OF MATERIAL, WEIGHT OR VOLUME TICKETS, END OF SECTION 019113 FULLY EXECUTED BY BOTH PARTIES. APPROVAL SERVICES) RECEIPTS AND INVOICES. CSI CONSTRUCTION SPECIFICATIONS INSTITUTE(THE) C. LEED SUBMITTAL: CWM REPORTING TEMPLATE, TABULATING TOTAL WASTE STARBUCKS TEMPLATE VERSION 12017.11.03 ETL SEMCO INTERTEK ETL SEMCO(FORMERLY: ITS- INTERTEK TESTING MATERIAL, QUANTITIES DIVERTED AND MEANS BY WHICH IT IS DIVERTED, AND SERVICE NA) STATEMENT THAT REQUIREMENTS FOR THE CREDIT HAVE BEEN MET. EXISTING CONDITIONS w «:.>.. FM GLOBAL FM GLOBAL(FORMERLY: FMG -FM GLOBAL) FSC FOREST STEWARDSHIP COUNCIL 1.5 RECYCLING WASTE SECTION 024119-SELECTIVE DEMOLITION HPVA HARDWOOD PLYWOOD &VENEER ASSOCIATION A. RECYCLING INCENTIVES: REVENUES AND OTHER INCENTIVES FOR RECYCLING WILL -� ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION ACCRUE TO OWNER. 1.1 SUMMARY ITS INTERTEK TESTING SERVICE NA(NOW ETL SEMCO) A. DEMOLITION AND REMOVAL OF PORTIONS OF A BUILDING OR STRUCTURE AND MFMA MAPLE FLOORING MANUFACTURERS ASSOCIATION, INC. SELECTED SITE ELEMENTS. GPD Engineering and Architecture MPI MASTER PAINTERS INSTITUTE B. HISTORIC ITEMS REMOVED AND SALVAGED FOR OWNER. Professional Corporation NFPA NFPA(NATIONAL FIRE PROTECTION ASSOCIATION) NOFMA NOFMA: THE WOOD FLOORING MANUFACTURERS ASSOCIATION 1.2 SUBMITTALS 520 SOUTH MAIN ST. SUITE 2531 (FORMERLY: NATIONAL OAK FLOORING MANUFACTURERS A. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE FOLLOWING: AKRON, OH 44311 ASSOCIATION) 1. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH P: 330.572.2100 F: 330.572.2101 OPL INTERTAK STARTING AND ENDING DATES FOR EACH ACTIVITY. ENSURE OWNER'S GPD PROJECT NO: 2016355.20 SDI STEEL DOOR INSTITUTE BUILDING MANAGER'S AND OTHER TENANTS'ON-SITE OPERATIONS ARE SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL UNINTERRUPTED. ) ' '' IARe, ASSOCIATION 2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY SERVICES `� UL UNDERWRITERS LABORATORIES INC. WILL BE INTERRUPTED. 'J f,--\ USGBC U.S. GREEN BUILDING COUNCIL 3. COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY () MARK S. SALOPEK 'C' WCLIB WEST COAST LUMBER INSPECTION BUREAU SERVICES. AKRON, OH WI WOODWORK INSTITUTE(FORMERLY: WIC-WOODWORK INSTITUTE 4. USE OF ELEVATOR AND STAIRS. ' H OF CALIFORNIA) 5. COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF PORTIONS OF tf� NO. 6038 • / EXISTING BUILDING AND OF OWNER'S PARTIAL OCCUPANCY OF COMPLETED -1 C e"� / /-� B. CODE AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN WORK. ,e1.?, , .JJ L� u) SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE f, �1 pi 0. RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. 1.3 PROJECT CONDITIONS q/ A IA n A. OWNER WILL NOT OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO J - E DIN DEUTSCHES INSTITUT FUR NORMUNG E.V. SELECTIVE DEMOLITION AREA. ICC INTERNATIONAL CODE COUNCIL B. HAZARDOUS MATERIALS: UNKNOWN WHETHER HAZARDOUS MATERIALS WILL BE W ICC-ES ICC EVALUATION SERVICE, INC. ENCOUNTERED. IF ENCOUNTERED, OWNER WILL REMOVE HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT. I C. FEDERAL GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE - U) USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN 1.4 EXECUTION W Y THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. A. UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: r 1 O 1. MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT FROM V EPA ENVIRONMENTAL PROTECTION AGENCY DAMAGE. 2. IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR N D. STANDARDS AND REGULATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE ABANDONED, PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS a3 USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN AREA flF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF11. iZ THE RECOGNIZED NAME OF THE STANDARDS AND REGULATIONS IN THE SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING. H N FOLLOWING LIST. 3. SHUT OFF: BY CONTRACTOR. LU B. SITE ACCESS AND TEMPORARY CONTROLS: MINIMUM INTERFERENCE WITH ROADS, 2 ADAAG AMERICANS WITH DISABILITIES ACT(ADA) STREETS, WALKS, WALKWAYS,AND OTHER ADJACENT OCCUPIED AND USED ARCHITECTURAL BARRIERS ACT(ABA) FACILITIES. C3 CO 72 ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES C. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER CV p � AVAILABLE FROM U.S. ACCESS BOARD PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO LL CN }- CFR CODE OF FEDERAL REGULATIONS ADJACENT BUILDINGS AND FACILITIES TO REMAIN. < WI N- M AVAILABLE FROM GOVERNMENT PRINTING OFFICE D. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING,AND W STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT �/ ' E. STATE GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO W Q 0- N. USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN REMAIN,AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR d 0 o THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. Z `t U) 0 E. REMOVED AND SALVAGED ITEMS: CLEANED, CRATED, STORED, AND TRANSPORTED +- N CDHS CALIFORNIA DEPARTMENT OF HEALTH SERVICES TO OWNER'S ON-SITE STORAGE AREA. U +Q U Q IX CDPH CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, INDOOR AIR F. REMOVED AND REINSTALLED ITEMS: CLEANED, REPAIRED, CRATED, STORED, AND W W CD Q ii QUALITY SECTION REINSTALLED. Q 0 -, in G. EXISTING ITEMS TO REMAIN: EXISTING CONSTRUCTION PROTECTED AGAINST Oo END OF SECTION 014200 DAMAGE. d �- d r I- H. DISPOSAL OF DEMOLISHED ITEMS: *= 1. BURNING: NOT PERMITTED. N 2. DISPOSAL: COMPLY WITH REQUIREMENTS SECTION 017419 STORE #: 3366 CC "CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL". PROJECT #: 11071-036 11 o END OF SECTION 024119 ISSUE DATE: Permit 06.07.2018 u) DESIGN MANAGER: NEHA RENGARAJAN CI PRODUCTION DESIGNER: GPD GROUP 1-0 CHECKED BY: TOM CONNER RT Q m E Revision Schedule N L Rev Date By Description ^(0 J U 2SHEET TITLE: D_ CONSTRUCTION 6 SPECIFICATIONS - �t SCALE: AS SHOWN co p SHEET NUMBER: N O N G-0010 CONCRETE METALS SECTION 033000-CAST-IN-PLACE CONCRETE SECTION 055000 -METAL FABRICATIONS A 114* 1.1 SUMMARY 1.1 SUMMARYilk A. CAST-IN-PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT, CONCRETE A. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. MATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES, AND FINISHES, FOR THE B. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING AND FOLLOWING: SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. 11 It 1. FOOTINGS. C. SHELF ANGLES. 2. FOUNDATION WALLS. D. METAL BOLLARDS. 4 Ili 3. SLABS-ON-GRADE, 1.2 SUBMITTALS Q 1.2 SUBMITTALS A. PRODUCT DATA: FOR THE FOLLOWING: A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1. PAINT PRODUCTS. ©2017 STARBUCKS COFFEE COMPANY B. SHOP DRAWINGS: 2. GROUT. 1. REINFORCINPLACEMENT.G: PLACING DRAWINGS THAT DETAIL FABRICATION, BENDING, AND INCLUDE BAR SIZES, LENGTHS, MATERIAL, GRADE, BAR B. SHOP DRAWINGS3. ALL PREFABRICATED STARBUCKSTCOFFEE SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL SCHES. DULES, STIRRUP AND LAPS, MECHANICAL TNG, BENT BAR DIAGRAMS, BAR ARRANGEMENT,CONNECTIONS, TIE SPACING, HOOP SPACING, 1. INCLUDE CLUDEPLANS, ELEVATIONS, SECTIONS,AND DETAILS OF METAL COMPANY SPLICES AND SUPPORTS FOR CONCRETE REINFORCEMENT. FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND 2401 UTAH AVENUE SOUTH 2. SLAB LAYOUTS: DIMENSION LOCATIONS OF CONTROL, EXPANSION,AND ACCESSORY ITEMS. SEATTLE, WASHINGTON 98134 CONSTRUCTION JOINTS. RELATE TO BUILDING GRID LINES. 2. PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FOR INSTALLATION C. DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE DESIGN UNDER OTHER SECTIONS. (206) 318-1575 MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, C. WELDING CERTIFICATES. WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS. THESE DRAWINGS AND SPECIFICATIONS ARE 1. INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR LATER 1.3 PRODUCTS CONFIDENTIAL AND SHALL REMAIN THE SOLE ADDITION AT PROJECT SITE. A. MATERIALS: STEEL PLATES, SHAPES,AND BARS, STEEL PIPE, SLOTTED CHANNEL PROPERTY OF STARBUCKS CORPORATION, D. CERTIFICATIONS: SUBMIT MILL CERTIFICATES FOR CEMENT,AGGREGATES,AND FRAMING. WHICH IS THE OWNER OF THE COPYRIGHT IN REINFORCING. 1. LOW-EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT OF THIS WORK. THEY SHALL NOT BE 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D REPRODUCED(IN WHOLE OR IN PART), SHARED 1.3 MATERIALS (EPA METHOD 24). WITH THIRD PARTIES OR USED IN ANY MANNER A. STEEL REINFORCEMENT: B. MISCELLANEOUS FRAMING AND SUPPORTS: ON OTHER PROJECTS OR EXTENSIONS TO THIS 1. REINFORCING BARS: DEFORMED. 1. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL PROJECT WITHOUT THE PRIOR WRITTEN a. MINIMUM RECYCLED CONTENT: 60% EQUIPMENT,APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT CONSENT OF STARBUCKS CORPORATION. 2. PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185, PLAIN, SPECIFIED IN OTHER SECTIONS. THESE DRAWINGS AND SPECIFICATIONS ARE FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT SHEETS. 2. GALVANIZE WHERE INDICATED. INTENDED TO EXPRESS DESIGN INTENT FOR A B. CONCRETE MATERIALS: 3. PRIME WITH ZINC-RICH PRIMER WHERE INDICATED. PROTOTYPICAL STARBUCKS STORE(WHICH IS 1. PORTLAND CEMENT: ASTM C 150, TYPE I, GRAY, SUPPLEMENT WITH THE a. ZINC-RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 G/L OR LESS WHEN SUBJECT TO CHANGE AT ANYTIME)AND DO FOLLOWING: CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). NOT REFLECT ACTUAL SITE CONDITIONS. a, FLY ASH: ASTM C 618, CLASS F OR C. C. LOOSE STEEL LINTELS, GALVANIZED AT EXTERIOR WALLS. NEITHER PARTY SHALL HAVE ANY OBLIGATION b. GROUND GRANULATED BLAST-FURNACE SLAG: ASTM C 989, GRADE 100 OR D. SHELF ANGLES, GALVANIZED. NOR LIABILITY TO THE OTHER (EXCEPT STATED 120. E. STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS, FOR ABOVE) UNTIL A WRITTEN AGREEMENT IS 2. AGGREGATE: NORMAL WEIGHT. CASTING INTO CONCRETE. FULLY EXECUTED BY BOTH PARTIES. 3. WATER:ASTM C 94/C 94M. F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE. 4. ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY MANUFACTURER TO BE STARBUCKS TEMPLATE VERSION 12017.11.03 COMPATIBLE WITH OTHER ADMIXTURES AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING '< »'..: CALCIUM CHLORIDE. a. AIR-ENTRAINMENT: ASTM C 260. b. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE A. c. HIGH-RANGE, WATER-REDUCING ADMIXTURE: ASTM C 494/C494M, TYPE F. C. WATERSTOPS: FLEXIBLE RUBBER. GPD Engineering and Architecture D. PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS A, INCLUDE MANUFACTURER'S Professional Corporation RECOMMENDED ADHESIVE OR PRESSURE-SENSITIVE JOINT TAPE. E. CURING MATERIALS: WATERBORNE, MONOMOLECULAR FILM FORMING, 520 SOUTH MAIN ST. SUITE 2531 MANUFACTURED FOR APPLICATION TO FRESH CONCRETE. AKRON, OH 44311 F. RELATED MATERIALS: P: 330.572.2100 F: 330.572.2101 1. EXPANSION-AND ISOLATION-JOINT-FILLER STRIPS ASTM D 1751, GPD PROJECT NO: 2016355.20 ASPHALT-SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK OR SELF-EXPANDING CORK. # j' )1) 2. BONDING AGENT: ASTM C 1059/C 1059M, TYPE II, NON-REDISPERSIBLE, ACRYLIC �� ,r,r� EMULSION OR STYRENE BUTADIENE. MARKS.SALOPEK C 3. NON-SHRINK GROUTS: ASTM C 1107, GRADE B; NON-SHRINK NON-CATALYZED �. NATURAL AGGREGATE GROUT; MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AKRON, OH CI AT 28 DAYS; 25 TO 30 SECOND FLOW WHEN TESTED IN ACCORDANCE WITH ASTM C 939 AT 45 TO 90 DEGREES F; CEMENT GRAY IN COLOR NO. 603'6 4 4. FORM RELEASE COATING: WATER BASED TYPE;VOC<150G/I; NOX-CRETE �,� c5C) 06/21/18 N "UTILITY RELEASE. CRESSET CHEMICAL COMPANY CRETE 20_VOC," OR APPROVED; NON STAINING. ff fr &&'Ø3 Q G. REPAIR MATERIALS: 19 ; 1 1. REPAIR UNDERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELING - E PRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/8 INCH(3.2 MM)AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. W a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219. I b. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED C/) FOR SUBSTRATE, CONDITIONS, AND APPLICATION. UJ c. AGGREGATE: WELL-GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH r '� O (3.2 TO 6 MM) OR COARSE SAND AS RECOMMENDED BY UNDERLAYMENT �✓ MANUFACTURER. D. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI(29 MPA)AT 28 DAYS WHEN G= CD TESTED ACCORDING TO ASTM C 109/C 109M. nn 2. REPAIR OVERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, SELF-LEVELING 1.1.. PRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/8 INCH(3.2 MM)AND I- a) THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR L ELEVATIONS. W i as a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219. 0 co L b. PRIMER: PRODUCT OF TOPPING MANUFACTURER RECOMMENDED FOR SUBSTRATE, CONDITIONS,AND APPLICATION.ra I L N i- c. AGGREGATE: WELL-GRADED,WASHED GRAVEL, 1/8 TO 1/4 INCH N- cc) (3.2 TO 6 MM) OR COARSE SAND AS RECOMMENDED BY TOPPING � < cn MANUFACTURER. W n O d. COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI(34.5 MPA)AT 28 DAYS WCC o ' TESTED ACCORDING TO ASTM C 109/C 109M. Cy 1.4 INSTALLATION A. FLOOR AND SLAB FINISHES: U < U CO Q 1. FLOAT: SURFACES TO RECEIVE TROWEL FINISH. Lt-)1 ("0 W W_ 2. TROWEL: SURFACES EXPOSED TO VIEW, AND SURFACES TO BE COVERED WITH a Lo o RESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE SET OVER A p CLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN-FILM-FINISH COATING D_ I d r I-- -J SYSTEM. j 3, TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITH CERAMIC OR N QUARRY TILE INSTALLED BY EITHER THICKSET OR THIN-SET METHOD. STORE #: 3366 C4. BROOM: EXTERIOR CONCRETE PLATFORMS, PATIO, STEPS AND RAMPS. PROJECT #: 11071-036 d 6.07.2018 1.5 FIELD QUALITY CONTROL A. TESTING: BY OWNER-ENGAGED AGENCY. ISSUE DATE: Permit 0ENGARA DESIGN MANAGER: NEHA RENGARAJAN a) B. INSPECTIONS: BY OWNER-ENGAGED SPECIAL INSPECTOR. LEEDOAP: Ti PRODUCTION DESIGNER: GPD GROUP END OF SECTION 033000 C6 CHECKED BY: TOM CONNER a Revision Schedule • Rev Date By Description a) n 2SHEET TITLE: I ) CONSTRUCTION 0 oi SPECIFICATIONS - d SCALE: AS SHOWN co CS SHEET NUMBER: • CV 0 N G-0011 WOODS AND PLASTICS WOODS AND PLASTICS WOODS AND PLASTICS THERMAL AND MOISTURE PROTECTION 41=11%" SECTION 061000-ROUGH CARPENTRY SECTION 061600-SHEATHING SECTION 064400 -PLASTIC PANELING SECTION 072500-WEATHER BARRIERS ;1.1 MATERIALS 1.1 MATERIALS PART 1 -GENERAL 1.1 MATERIALS A. BUILDING WRAP: WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OFA. WOOD-PRESERVATIVE-TREATED LUMBER: A. WOOD PRODUCTS, GENERAL: -~ 11 SUMMARY LESSTH/\N25/\NDRESPECTIVELY,WHENTEGTED��CORD/NG 1. PRESERVATIVETREATK8ENT� /ANP&U1� U�ECAJEGORYUC2 BUTU8E 1. WOODPANELPRC�OUCT8LO�ATE�VV|TH|NTHEBU|LD|NGVVEATHERPROOF|NG � 450, ' ill ii� ' ' A 8ECT|ON |N�LUOEGTHE �OA8TK8EUVGTA�|L|�ED� ANDA�CEPTABLETOAUTH[}�|T|ESHAV|NC� {�ATEG{}RYUC�3BFOR EXTERIOR CDNSTRU��T|ONAND USE CATEG[}RYUC4A SYSTEK�SHALL C|ONTA|NNOADDED UREA FDRK8ALDEHYDE A. FOLLOWING: 84; ' FOR ITEMS IN CONTACT WITH THE GROUNDB. PRESERVATIVE-TREATED PLYWOOD: 1. GLASS-FIBER REINFORCED PLASTIC(FRP)WALL PANELING. JURISDICTION. a. PRESERVATIVENO/\RGEN|{�OR 1. PRESERVATIVE /8�p&U1� U�EC/QFE{�ORYBUTUGE 2. K�OLD|NG. ADHES|VES.AND JOINT 8EALANTS� B. BUILDING-WRAP TAPE: PRESSURE-SENSITIVE PLASTIC TAPE RE{}OK8K8ENDEOBY 4 �i CHEMICALS: CONTAININGTREATMENT: ' UC2, 8U|LO|NG��RAPK0ANUFACTURERFC)R8EAL\N{�JOINTS AND PENETR/A'0NS|N ' CHROMIUM. DO NOT USE INORGANIC BORON (SBX) FOR SILL PLATES. CATEGORY UC3BFOR EXTERIOR CONSTRUCTION AND USE CATEGORY UC4A p�AST\CSHEETpANEL|NS BUILDINGVVRAP� ^^6� 2. APPLICATION: |TEK�S |ND|C�AJEDAND A8FOLLDVVG: FOR |TEK�S |NCONTACT VV|THTHE GROUND. 1.2 a. ITEMS |N �ONTACTVV|THRDOF|N8OR2. PRESERVATIVECONTA|N|NGNO/\RSEN|CORA. GLASS-FIBER-REINFORCEDPLAGT|{� PANEL|NG� GELCOAT-FINISHED, GLASS-F|BER C. FLEXIBLE FLASHING: BUTYL RUBBER. WATERPROOFING. CHEMICALS: CHROMIUM.b. |TEK�S |N {�DNTACTVV|THCONCRETE DRKAASONRY. 3. APPLICATION: TREAT pLYVVODD |NCONTACT VV|THK�AGONRYORCONCRETE REINFORCED PLASTIC PANELS COKAPLY\NGVV|THAGTK0O5319. ~G�2O17STARBUCKS COFFEE COMPANY c. FRAMING LESS THAN 18 INCHES (460 MM)ABOVE GROUND IN OR USED WITH ROOFING, FLASHING,VAPOR BARRIERS,AND WATERPROOFING. 1. LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE TESTING AND END OF SECTION 072500 CRAWLSPACES. C. FIRE-RETARDANT-TREATED PLYWOOD: PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH STARBUCKS COFFEE d. SLABS-ON-GRADE.FLOOR PLATES INSTALLED OVER��ONCRETE1. EXTERIORTYP� FORE�TER|ORLO�/g'|DNSANDVVHE�ESERV|CES'"STANDARD PRACTICE FOR THE TEST\N{� OFVOLATILE OR{�AN|C -- ' ' '' -�- ~' ~~ ^ ~~~ INDICATED. B. DIMENSION LUMBER FRAMING: 2. INTERIOR TYPE A, HIGH TEMPERATURE(HT) FOR ROOF SHEATHING AND WHERE EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL COMPANY 1. EXPOSEDHAND'8ELECTEOF[)RAPPEARANCEANDFREEDOK� FROK8 INDICATED. CHAMBERS." FRAMING: 2. NOMINAL NOTLE8STHAN2401 ��JU�� !�y�UTA DECAY, HONEYCOK0B. KNO�HOLES. SHAKE, SPLITS, TORN GRAIN AND VVANE. 3. INTERIOR TYPE A. UNLESS OTHERVNSEINDICATED. THICKNESS: 0.09INCHES. UTAH ~'`-~- ~~'~ ^ ' a. APPLICATION: EXPOSED EXTERIOR AND INTERIOR FRAMING INDICATED TO 4. APPLICATION: TREAT THE FOLLOWING: 3. COLOR: WHITE. SEATTLE, WASHINGTON 98134 RECEIVE A STAINED OR NATURAL FINISH. a. ROOF SHEATHING AT FIRE AND PARTY WALLS. 4. MOLDING COLOR: WHITE. (206) 318-1575 b. SPECIES AND {�RADE: ASINDICATED FC]RLO/\D-BEAR|NGCONSTRUCTION. b. VVALLSHEATH|N��ATFIRE AND PARTY VVALLS. 5. SURFACE FINISH: K4OLDEDPEBBLE TEXTURE. C. ENGINEERED WOOD PRODUCTS, GENERAL: PRODUCTS LOCATED WITHIN THE c. ROOF SHEATHING. B. UNREINFORCED POLYPROPYLENE PANELING: SOLID POLYPROPYLENE PANELS THESE DRAWINGS AND SPECIFICATIONS ARE BUILDING WEATHERPROOFING SYSTEM SHALL CONTAIN NOADDED UREA d. SUBFLOOR\NGAND UNDERLAYK8ENTFOR RAISED PLATFORMS. MADE FROM NOLESS THAN 8OPERCENT RECYCLED MATERIAL. CONFIDENTIAL AND SHALL REMAIN THE SOLE RMALDEHYDE. D. FASTENERS: HOT-DIP GALVANIZED STEEL WHERE EXPOSED TO 1. LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE TESTING AND PROPERTY OFGTAR8UCK8CORpDRAT0N D. SHEAR VVALLPANELS, C]ENERAL: PRODUCTS LO{�AJEDVV|TH|NTHE BU|LO|N�� VVEATHER. |NGROUND CONTACT, |NCONTACT VV|THTREATED VVOOO. ORINAREA PRODUCT RE{�U|RE&0ENT8OFTHE��AL/F[}RN|ADEpARTKAENTOFpUBL|{� INyVH|CH |STHE OyyNEROFTHE COPYRIGHT ' VVEATHERPROOF|NGSYGTEK8SHALL CONTAIN NOADDED UREA FORK4ALDEHYDE (]FH|(�HRELATIVE HUKA|D|TY. HEALTH'S(FDRK8ERLY' THE C/\L|FDRN|ADEpART&4ENTQFHEALTH GERV|CE8') THIS WORK. THEY SHALL NOT 8E E. FASTENERS: HOT-DIP GALVANIZED STEEL VVHEREEXPOSED TO E. MISCELLANEOUS MATERIALS: ''GTANDARDK�ETHODF{�RTHE TESTING AND EVALUATION[)FVOLATILE REPRODUCED(IN ' HOLEOR }NpART) SHARED VVEAJHER. |NGROUND CONTACT, |NCC)Nl7\CTVV|THTREATED VVOOD. OR |NAREA 1. ADHESIVES SHALL HAVE A VOC CONTENT OF5OG/LORLESS VVHEN ORGANIC CHEK8|C/\LEK8|SS0NSFROK8INDOOR SOURCES USING yy|THTHIRD pART|~SORUSED |NANY 'K4ANNER OFHIGH RELATIVE HUK8[O|TY. CALK�ULATEDACCORDING TQ48CFR 5D. SUBPART D (EPA K8ETHOD24). ENVIRONMENTAL CHAMBERS." ONOTHER pROJE�~ �DREXTENS0NSTDTHIS F. K8ETALFRAK8|NGANCHORS: 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. PROJECT yy|T~~~'THE PRIOR yyRiTTEN 1. HOT-DIP GALVANIZED STEEL FOR|NTER0RLOCATIONS. 1.2 INSTALLATION 3. COLOR: WHITE. CONSENT OF^^~~' UCKS 2. HOT-DIP, HEAVY-GALVANIZED �TEELFO�TREATEOLUK�BERANDVVHERE A. WOOD8TRU�TURAL4. MOLDING WHITE. ~''^`~ CORPORATION. PANEL: COLOR: THESE DRAWINGS AND SPECIFICATIONS ARE INDICATED. 1. COK8B|NAT|ONGUBFLOOR-UNDERLAYMENT: 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. INTENDED TOEXPRESS DESIGN INTENT FOR A 3. STAINLESS STEEL FOR EXTERIOR AND WHERE INDICATED. a. GLUE AND NAIL TDWOOD FRAMING. PROTOTYPICAL 8TARBUCK8STORE(WHICH !S G. MISCELLANEOUS MATERIALS: b. SCREW TOCOLD-FORMED METAL FRAMING. 1.3 ADHESIVES SUBJECT TUCHANGE ATANYTIME)AND DO 1. SILL-SEALER GASKETS: [GLASG'F|BERINSULATION] [NEOPRENE FOAM]. 2. SUBFLOORING: A. A8RECOMMENDED 8YPLASTIC PANELING MANUFACTURER. NOT REFLECT ACTUAL SITE CONDITIONS. 2. ADHESIVES SHALL HAVE AVOCCONTENT OF7DG/LDRLESS WHEN a. GLUE AND NAIL TOWOOD FRAMING. 1. NOCLIMIT: 5OG/L NEITHER PARTY SHALL HAVE ANY OBLIGATION CALCULATED ACCORDING TO4DCFR 50. SUBPART D(EPA METHOD 24). b. SCREW TJCOLD-FORMED METAL FRAMING. NOR LIABILITY TOTHE OTHER(EXCEPT STATED 3. SHEATHING: 1.4 ACCESSORIES ABOVE) UNTIL AWRITTEN AGREEMENT|G END OF SECTION 061000 a. NAIL TOWOOD FRAMING. A. TRIM ACCESSORIES: MANUFACTURER'S STANDARD ONE-PIECE VINYL EXTRUSIONS FULLY EXECUTED ByBOTH PARTIES. b. SCREW TOCOLD-FORMED METAL FRAK8|N{3� DESIGNED TORETAIN AND COVER EDGES C)FPANELS. PROVIDE DIVISION BARS, 4. UNDERLAYMENT: INSIDE C{JRNERS. OUTSIDE CORNERS,AND CAPS AGNEEDED TOCONCEAL EDGES. 1. COLOR: WHITE. STARBUCKSTEK�PLATEVE�l8|C)N i2O1� 11O3 a. NA|LTOGUBFLOOR|NG� ' � WOODS AND PLASTICS B. GYPSUK8SHEATH|N{�: �-m�� D0�� 1. NAIL TO WOOD FRAMING. END OF SECTION 064400 2. SCREWTO �OLD'FORK�E� K8ETAL ' SECTION 081053-�NiS{�ELLANE��U0��U��H��PENTRY FRAMING. C. FIBERBOARD SHEATHING: THERMAL AND MOISTURE PROTECTION 1.1 MATERIALS 1. NAIL TOyVOOOFRAKA|NG. ~- A. WOOD-PRESERVATIVE-TREATED MATERIALS: D. PARTICLEBOARDUNDERLAYK8ENT� �e��. � SECTION��f�� BITUMINOUS ��K�pP�Q��Fi�� ---' 1. PRESERVATIVEAWPAU1 USECATE��ORY1. GLUEAN� NA|LTC} - TREATMENT: ' UC2. SUBFLOORING. DAMPPROOFING - - - GPD�n and Architecture a. PRESERVATIVE CHEMICALS: CDNT�N|NGNOARSENIC DRCHROK�|UK0. DO E. HAROBOAROUNDERLAYMENl[ 1.1 MATERIALS ~' ~^'~-~^~ NOT USE INORGANIC BORON (SBX) FOR SILL PLATES. 1. NAIL TO SUBFLOORING. A. COLD+\PPL|ED. EK�ULS!F|EDASPHA[[VOC�)F25OG/ OR LESS. Professional Corporation 2. APPLICATION: ITEMS |ND|CATEDANOTHE FOLLOWING: G2O8DUTHK8A|N ST. SU|TE2531 a. ITEMS iNCONTACT WITH ROOFING ORWATERPROOFING. END OF SECTION 061600 1.2 INSTALLATION AKRON, OH44311 b. ITEMS |NCONTACT WITH CONCRETE ORMASONRY. A. COLD-4ppL|ED. EMULSIFIED-ASPHALT DAK8ppRO[>F|NG: P: 330.572.2100 F: 330.572.2101 c. FRAMING LESS THAN 18 INCHES(460 MM)ABOVE GROUND IN 1. CONCRETE FOUNDATIONS AND PARGED MASONRY FOUNDATION WALLS: T VO GPD PROJ -~ NO: 2016355.20 CRAWLSPACES. � � � � � AND PLASTICS BRUSH OR SPRAY COATS, ONE FIBERED BRUSH OR SPRAY COAT, OR ONE d. FLOOR PLATES INSTALLED OVER CONCRETE SLABS-ON-GRADE. TROWEL COAT. T� 'l^x B. FIRE-RETARDANT-TREATED MATERIALS: SECTION 064000-VNTERI0FARCHMECTURAL WOODWORK 2. UNPARGED MASONRY FOUNDATION WALLS: PRIMER AND TWO BRUSH OR . 1. EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. 1.1 SUMMARY SPRAY COATS, PRIMER AND ONE F|BEREDBRUSH DRSPRAY COAT. DRPR|W1ER 2. INTERIOR TYPE AUNLESS OTHERVV|8EINDICATED. A. INTERIOR STANDING AND RUNNING TR|K8 ANOONEROVVELCO/�' C)� MARK S. SXLOyEK. 3. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: B. FLUSHVVDOOPANEL|NGAN� 3. UNEXPOSEDFA�EQOF �ONC�ETERETA|N|N{�VVALLS� ONEBRUSHOR�PRAY O� ( WAINSCOTS. n� OH ' ) a. FRAMING FOR RAISED PLATFORMS. C. MELAMINE CABINETS. COAT. -- AKRON, „.,i, b. CONCEALED BLOCKING. D. SOLID-SURFACING-MATERIAL COUNTERTOPS. 4. UNEXPOSED FACES OF MASONRY RETAINING WALLS: PRIMER AND ONE BRUSH ° NO. 6036 • -E c. ROOF FRAMING AND BLOCKING. d, ITEMS |NCONTACT WITH ROOFING. E. CLOSET AND UTILITY SHELVING. ORSPRAY COAT. 5. MASONRY BACKU PFOR BRICK VENEER ASSEMBLIES: PRIMER AND ONE BRUSH06/21/18 `w �lIc r � 1 /1 8 ~ e. PLYWOOD BACKING PANELS. 1.2 QUALITY ASSURANCE OR SPRAY COAT • tO C . FRAMING: A. QUALITY STANDARD: AV |. G. EXTERIOR FACE OF INNER VYTHEOF CAVITY WALLS: PRIMER AND ONE BRUSH C i�� -� � v�� x1. NON-LOAD-BEARING INTERIOR PARTITIONS: CONSTRUCTION OR NO. % OR SPRAY COAT. _ �) J ‘ _ E GRADE. 1.3 MATERIALS 7. INTERIOR FACE OF SINGLE-WYTHE EXTERIOR MASONRY WALLS: PRIMER AND D. MISCELLANEOUS LUMBER: A. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING: ONE BRUSH OR SPRAY COAT. 1. DIMENSION LUMBER: CONSTRUCTION OR NO. 2 GRADE. 1. HARDBOARD: AHA A135.4, MADE WITH BINDER CONTAINING NO UREA ' 2. UTILITY SHELVING: 18 PERCENT MAXIMUM MOISTURE CONTENT. FORMALDEHYDE. END OF SECTION 071113 3. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT. 2. K8EO1UK8-DENS/TYF/BERBDARD: ANSI A208.2,GRADE 130, MADE WITH BINDER I E. PLYWOOD BACKING PANELS: EXPOSURE 1, C-D PLUGGED, CONTAINING NO UREA FORMALDEHYDE. U 8 U �� U��N�� 8�� x��A^�� ' 3. MOISTURE RESISTANT K�ED|UK�'DENS|TYFIBERBOARD: ANSI A208.2, GRADE K�D, THERMAL AND MOISTURE�� D-�� N �� N ��N F. FASTENERS: HOT-DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER, IN KUR50. MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. GROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGH 4. STRAW-BASED PARTICLEBOARD: ANSI A208.1, GRADE K0-2, EXCEPT FOR SECTION 071300-WATERPROOFING 0 RELATIVE HUMIDITY. DENSITY, MADEVV|THADHES|VE{�ONTA|N|NG NO UREA FORMALDEHYDE. 1 1 MATERIALS - G. METAL FRAMING5. SOFTWOOD PLYWOOD: DOC PS 1 _� � ANCHORS: A. MODIFIED BITUMINOUS K�|N|K�UK�GD-K1|L(1(1.5-MM) NOW4|NAL 1. METAL: GALVANIZED HOT-DIPHEA\0yGALV�N|��D8TEEL�OR 6. VENEER-FACED PANELPRODUCTS(H/\ROVVOOD PLYWOOD): HPVAP-1 SHEET: THICKNESS. Cl.STEEL; ' B. MODIFIEDB|TUK8|NC)USFABRIC REINFORCED: K8!N|WYUK0GD-K8|L(1(1.5-MM) �� WOOD-PRESERVATIVE-TREATEDCO LUK8BERAND VVHERE INDICATED. MADEVV|THADHE�|VE�ONTA|N|NG NO UREAORKXALDEHYDE SHEET, � � NOK8!NAL H. ADHESIVES: ADHES|VESSHALLHAVEAVOC�CONTENTDF�O{9/LORL�SSVVHEN B ADHESIVES, DONOTUGEADHE8|VESTHATCONTA|NUREA THICKNESS. a) B. GENERAL: C. EPDM RUBBER SHEET 60 MILS (1 5 MM) UNREINFORCED. CALCULATED ACCORDING TO 40 CFR 9SU�PARTO (EPA K0ETHDDWATERPROOFING: � THICK, � �N| 24). FORMALDEHYDE. D BUTYL RUBBER SHEET 90 MILS (2 3 MM) THICK, UNREINFORCED. �� C. VOC LIMITSFOR INSTALLATIONADHES|VEGANDUSE INSTALLATION D. WATERPROOFING: � �� as � GLUES: E. AUXILIARY 12 |NSTALLAT|ON ADHESIVESTHATCOK8PLYVV|THTHEFOLLOVV|NGL|KA|TSFORVOCCONTENTVVHEN MATERIALS: � � � Cr) � 1. PRIMER: WATERBORNE. ^~� A. FURRINGTORECBVEPLY\�OODDRHAROBOA�D1-BY-3-INCHNDK�\NAL CALCULATEDACCORO|NGTO4O�FR8UBPARTO(EPAK�ETHOD24)� »�� PANELING: 59, � 2. METALTERK8|NAJ0N BARS: ALUMINUM. �� ~�^ CN SIZE (1Q-BY'�3'K8K8��TUAL'G|ZE) FURR|NGAT24 |NCHES(G1OKAK8)OC 1. WOOD 3OG/L � Uo w" � � GLUES: � 3. PROTECTION COURSE:AS RECOMMENDED BY �- (� B. FURRING TO RECEIVEGYPGU&1 BOARD: 1-BY-2-INCH NOMINAL-SIZE(19-BY-38-MM 2. PANEL 50 G/L MANUFACTURER. �� ADHESIVE: F. MOLDED-SHEET PANELS: MOLDED-PLASTIC DRAINAGE COREVViTH A I..... i- ACTUAL-SIZE) FURRING AT 16 INCHES(406 MM)0.C. 3. MULTIPURPOSE(�DNGTRU[�T|ON70 ' - ' � �� ADHESIVE: G/LVVDVENGEOTE%T|LEFA��|N{� ~~_� ° - -- co 4� CONTA�TAOHES|VE� �OG/L G HIGH-CAPACITY, &1{�LDED-SHEETCOLLECTOR-�ANELK�DLDED'PLAGT|C m�� END OF SECTION 061053 a. SPECIAL PURPOSE: G. SYSTEM: ' ' � � �� DRA!N�GECDREVV|THAVVDV�NGEC)TE�T|LEFAC|NG� 8YGAK8EK0ANUFACTURER 0 [� �N D.co CLOSETAND UTILITY SHELVING: ' AS MOLDED-SHEET DRAINAGE PANELS. 0 LI '~ 1. GRADE: ECONOMY. H. INSULATION: EXTRUDED-POLYSTYRENE BOARD. *� *�� [] �� 2. SHELF MATERIAL: 3/4-|N{�H(1S'N1KA)THERK8OGET DECORATIVE PANELVViTH PVC ^ Z �~K= �� 0 I. INSULATION DRAINAGE PANELS: EXTRUDED-POLYSTYRENE BOARD, WITH ~~~ � ORPOLYEGTEREOGE BANDING. GROOVED DRAINAGE CHANNELS; FORVVALL �� 3. CLEATS: �� |NCH(1Q'K8KA) PANEL PRODUCT. INSTALLATION. �� mm - �r. E. SHOP FINISH|NG: 1.2 INSTALLATION �� 0 UJ CO < 0 �� 01' GRADE: 8A8EGRADEASVOODVDRK. -A. MODIFIED 0TU8|NOUGSHEET: ONE-PLY APPL|CAT|ON�2� EXTENT: ALL SHOP FINISHED. W wCO� -- B. RUBBER SHEET: FULLY ADHERED, CEMENT SPLICE SEAMS. C- H CL N-- H -- 1.4 INSTALLATION END OF SECTION 071300 A. SCRIBE AND CUT MILLWORK TO FIT ADJOINING WORK, REFINISH CUT SURFACES, STORE #: 3366 ct AND REPAIR DAMAGED FINISH AT CUTS. B. ANCHOR MILLWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED THERMAL AND MOISTURE PROTECTION PROJECT #: 11071-036 o TO SUBSTRATES. SECURE WITH COUNTERSUNK, CONCEALED FASTENERS AND ISSUE DATE: Permit 06.07.2018 BLIND NAILING AS REQUIRED FOR COMPLETE INSTALLATION. USE FINE FINISHING SECTION 072100 -BUILDING INSULATION DESIGN MANAGER: NEHA RENGARAJAN a) NAILS OR FINISHING SCREWS FOR EXPOSED FASTEN\NG, COUNTERSUNK AND LEEOC-)Ap: 0 FILLED FLUSH WITH MILLWORK AND MATCHING FINAL FINISH IF TRANSPARENT 1.1 SUMMARY PRODUCTION DESIGNER: GPD GROUP FINISH IS INDICATED. A. APPLICATIONS: CHECKED BY: TOM CONNER as C. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT 1. PERIMETER INSULATION UNDER SLABS-ON-GRADE. 0. OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO 2. PERIMETER WALL INSULATION (SUPPORTING BACKFILL). E CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED 3. CONCEALED BUILDING INSULATION. Revision Schedule OPERATION. COMPLETE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS 4. VAPOR RETARDERS. INDICATED. 5. SOUND ATTENUATION INSULATION. Rev Date By Description a) 1. INSTALL CABINETS WITH NO MORE THAN 1/8 INCH IN 96-INCH(3 MM IN 2400-MM)SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE. 1.2 PERFORMANCE REQUIREMENTS �-o D. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS A. PLENUM RATING: GLASSFIBER/ROCK-WOOL-FIBER INSULATION RATED FOR OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OF COUNTERTOP. RESISTANCE AGAINST EROSION AND MOLD GROWTH PER UL 181. 1. ALIGN ADJACENT SOLID-SURFACING-MATERIAL COUNTERTOPS AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS 1.3 MATERIALS USING ADHESIVE IN COLOR TO MATCH COUNTERTOP. CAREFULLY DRESS A. INSULATION: 2 JOINTS SK8OOTH, REMOVE SURFACE SCRATCHES, AND CLEAN ENTIRE 1. ALL INSULATION MATERIALS LOCATED WITHIN THE WATERPROOF MEMBRANE SHEET TITLE: [L SURFACE. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON CONSTRUCTION - �- 2. INSTALL COUNTERTOPS WITH NO MORE THAN 1/8 INCH IN 98-|NCH THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD PRACTICE FOR N_ ai (3 MM IN 2400-NKA) SAG, BOW, OR OTHER VARIATION FROM ASTRAIGHT LINE. THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES SPECIFICATIONS �- 3. SECURE COVED BACKSPLASHES TO TOPS PER MANUFACTURES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, INCLUDING 2004 ADDENDA ' •:I: FABRICATION MANUAL AND TO WALLS WITH ADHESIVE. OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING SCALE: AS SHOWN co 4. CALK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT SPECIFIED IN METHODOLOGIES AND VOC THRESHOLDS. 0D|V|8|DN 7 SECTION "JOINT SEALANTS." B. VAPOR RETARDERS: REINFORCED POLYETHYLENE SHEET NUMBER: CD N �� END OF SECTION 064000 END OF SECTION 072100 ��-x� U �� *� (0 THERMAL AND MOISTURE PROTECTION THERMAL AND MOISTURE PROTECTION Ar4111=1* SECTION 075423-THERMOPLASTIC POLYOLEFIN(TPO)ROOFING SECTION 079200-JOINT SEALANTS I; _ 1.1 SUMMARY 1.1 MATERIALS A. MECHANICALLY FASTENED MEMBRANE ROOFING SYSTEM. A. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND B. VAPOR RETARDER. SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENTir C. ROOF INSULATION. WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 1. SEALANTS: 250 G/L. 1.2 SUBMITTALS 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. 4 lik A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. B. SHOP DRAWINGS: FOR ROOFING SYSTEM. INCLUDE PLANS, ELEVATIONS, B. SUITABILITY FOR CONTACT WITH FOOD: WHERE SEALANTS ARE INDICATED FOR d SECTIONS, JOINTS THAT WILL COME IN REPEATED CONTACT WITH FOOD, PROVIDE PRODUCTS DETAILS,AND ATTACHMENTS TO OTHER WORK. THAT COMPLY WITH 21 CFR 177.2600. ©2017 STARBUCKS COFFEE COMPANY 1. BASE FLASHINGS AND MEMBRANE TERMINATIONS. C. ELASTOMERIC JOINT SEALANTS: LIQUID APPLIED, CHEMICALLY CURING; 2. TAPERED INSULATION, INCLUDING SLOPES. ASTM C 920. STARBUCKS COFFEE 3. INSULATION FASTENING PATTERNS. 1. MULTICOMPONENT NONSAG NEUTRAL-CURING SILICONE SEALANT ES-1. C. INSTALLER CERTIFICATES: SIGNED BY ROOFING SYSTEM MANUFACTURER 2. SINGLE-COMPONENT MILDEW-RESISTANT NEUTRAL-CURING SILICONE SEALANT COMPANY CERTIFYING THAT INSTALLER IS APPROVED,AUTHORIZED, OR LICENSED BY ES-2. MANUFACTURER TO INSTALL ROOFING SYSTEM. 3. SINGLE-COMPONENT MILDEW-RESISTANT ACID-CURING SILICONE SEALANT 2401 UTAH AVENUE SOUTH D. MANUFACTURER CERTIFICATES: SIGNED BY ROOFING MANUFACTURER ES-3. SEATTLE, WASHINGTON 98134 CERTIFYING THAT ROOFING SYSTEM COMPLIES WITH REQUIREMENTS SPECIFIED IN 4. SINGLE-COMPONENT MILDEW-RESISTANT ACID-CURING RTV SILICONE SEALANT "PERFORMANCE REQUIREMENTS"ARTICLE. ES-4. (206) 318-1575 1. SUBMIT EVIDENCE OF MEETING PERFORMANCE REQUIREMENTS. 5. MULTICOMPONENT NONSAG POLYUREA SEALANT ES-5. E. QUALIFICATION DATA: FOR INSTALLER AND MANUFACTURER. 6. MULTICOMPONENT NONSAG POLYUREA FILLER ES-6. THESE DRAWINGS AND SPECIFICATIONS ARE F. PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS D. LATEX SEALANT LS-1: COMPLY WITH ASTM C 834, TYPE P, GRADE NF, CONFIDENTIAL AND SHALL REMAIN THE SOLE PERFORMED BY MANUFACTURER AND WITNESSED BY A QUALIFIED TESTING E. JOINT-SEALANT BACKING: PROPERTY OF STARBUCKS CORPORATION, IS THE OWNER OF THE COPYRIGHT IN AGENCY, FOR COMPONENTS OF ROOFING SYSTEM. WHICHTHIS THEY NOT BE G. WARRANTIES: SPECIAL WARRANTIES SPECIFIED IN THIS SECTION. 1.2 JOINT-SEALANT SCHEDULE REPRODUCED WORK.WHOLEHESHALL PART),JOINT-SEALANT APPLICATION JS-1: EXTERIOR HORIZONTAL NONTRAFFIC AND (IN SHARED 1.3 PERFORMANCE REQUIREMENTS TRAFFIC ISOLATION AND CONTRACTION JOINTS IN CAST-IN-PLACE CONCRETE WITH THIRD PARTIES OR USED IN ANY MANNER A. ROOFING SYSTEM DESIGN: UPLIFT PRESSURES CALCULATED ACCORDING TO SLABS. ON OTHER PROJECTS OR EXTENSIONS TO THIS ASCE/SEI 7. 1. JOINT SEALANT: ES-5. PROJECT WITHOUT THE PRIOR WRITTEN B. SOLAR REFLECTANCE INDEX: NOT LESS THAN 78, B. JOINT-SEALANT APPLICATION JS-2: EXTERIOR PERIMETER JOINTS BETWEEN WALL CONSENT OF STARBUCKS CORPORATION. AND FRAMES OF DOORS AND WINDOWS. THESE DRAWINGS AND SPECIFICATIONS ARE 1.4 EXTERIOR FIRE-TEST EXPOSURE: CLASS A. 1. JOINT SEALANT: ES-1. INTENDED TO EXPRESS DESIGN INTENT FOR A C. JOINT-SEALANT APPLICATION JS-3: EXTERIOR CONTROL AND EXPANSION JOINTS IN PROTOTYPICAL STARBUCKS STORE (WHICH IS 1.5 MATERIALS HORIZONTAL TRAFFIC SURFACES OF BRICK PAVERS, CERAMIC TILE, STONE PAVING SUBJECT TO CHANGE AT ANYTIME)AND DO A. THERMOPLASTIC POLYOLEFIN ROOFING MEMBRANE: WHITE, FABRIC-REINFORCED UNITS, CONCRETE TILE. NOT REFLECT ACTUAL SITE CONDITIONS. THERMOPLASTIC SHEET,60 MILS(1.5 MM)THICK. 1. JOINT SEALANT: MULTICOMPONENT POURABLE POLYSULFIDE SEALANT. NEITHER PARTY SHALL HAVE ANY OBLIGATION B. SHEET FLASHING: SAME AS TPO SHEET. 2. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S NOR LIABILITY TO THE OTHER(EXCEPT STATED C. ROOF INSULATION: PREFORMED ROOF INSULATION BOARDS FULL RANGE. ABOVE) UNTIL A WRITTEN AGREEMENT IS MANUFACTURED OR APPROVED BY EPDM ROOFING MANUFACTURER. D. JOINT-SEALANT APPLICATION JS-4: INTERIOR PERIMETER JOINTS OF EXTERIOR FULLY EXECUTED BY BOTH PARTIES. 1. TAPERED BOARDS: 1/4 INCH PER 12 INCHES(1:48). OPENINGS. 1. JOINT SEALANT: ES-3. STARBUCKS TEMPLATE VERSION i2017.11.03 1.6 INSTALLATION E. JOINT-SEALANT APPLICATION JS-5: INTERIOR CERAMIC TILE EXPANSION, CONTROL, A. ROOFING MEMBRANE: MECHANICALLY FASTENED. CONTRACTION, AND ISOLATION JOINTS IN HORIZONTAL TRAFFIC SURFACES. 1. ATTACHMENT METHOD FOR MECHANICALLY FASTENED: IN SPLICE 1. JOINT SEALANT: ES-3. ,,;„,,< `"''"' 2. JOINT-SEALANT COLOR: AS NOTED. 1.7 FIELD QUALITY CONTROL F. JOINT-SEALANT APPLICATION JS-6: INTERIOR JOINTS BETWEEN PLUMBING A. TESTING AGENCY: OWNER ENGAGED. FIXTURES AND ADJOINING WALLS, FLOORS,AND COUNTERS. 1. JOINT SEALANT: ES-3. END OF SECTION 075423 2. JOINT-SEALANT COLOR: TRANSLUCENT. GPD Engineering and Architecture G. JOINT-SEALANT APPLICATION JS-7: VERTICAL JOINTS ON EXPOSED SURFACES OF Professional Corporation INTERIOR PARTITIONS. 1. JOINT SEALANT: ES-3. 520 SOUTH MAIN ST. SUITE 2531 AKRON, OH 44311 THERMAL AND MOISTURE PROTECTION H. JOINT-SEALANT ACES AND FRAMES OFrJS-8: PERIMETER JOINTS INTERIOR DOORS, WINDOWS.BETWEEN INTERIOR WALL P: 330.572.2100 F: 330.572.2101 1. JOINT SEALANT: ES-3. GPD PROJECT NO: 2016355.20 SECTION 076200-SHEET METAL FLASHING AND TRIM I. JOINT-SEALANT APPLICATION JS-9: HVAC JOINTS. 1.1 MATERIALS 1. JOINT SEALANT: ES-2. �� `�� A�e A. SHEET METALS: 2. JOINT-SEALANT COLOR: ALUMINUM. G� �r 1. COPPER SHEET: MILL FINISH. J. JOINT-SEALANT APPLICATION JS-10: NON-POROUS MATERIAL TO NON-POROUS �~MARK S. SALOPEK 2. STAINLESS-STEEL SHEET, TYPE 304: 4(DIRECTIONAL SATIN) FINISH WITH MATERIAL. =b.: SMOOTH, FLAT SURFACE. 1. JOINT SEALANT: ES-4. . AKRON, OH 3. METALLIC-COATED STEEL SHEET: PROVIDE ZINC-COATED(GALVANIZED)STEEL 2. JOINT-SEALANT COLOR: CLEAR. s • SHEET ACCORDING TO ASTM A 653/A 653M, G90(Z275)COATING DESIGNATION; NO. C036PREPAINTED BY COIL-COATING PROCESS TO COMPLY WITH ASTM A 755/A 755M. END OF SECTION 079200 41NO. k 06/21/18 to a. SURFACE: MANUFACTURER'S STANDARD CLEAR ACRYLIC r . co COATING ON BOTH SIDES. J/ frf �( jj' i b. COIL-COATED FINISH: TWO-COAT FLUOROPOLYMER. ` /.►. = B. UNDERLAYMENT: FELTS. - E 7 1.2 PRODUCTS W A. FORMED LOW-SLOPE ROOF FABRICATIONS: INCLUDING COPINGS, ROOF I< EXPANSION-JOINT COVERS, COUNTERFLASHING, FLASHING RECEIVERS, ROOF-PENETRATION FLASHING AND ROOF-DRAIN FLASHING. - Y B. FORMED WALL FABRICATIONS: INCLUDING THROUGH-WALL FLASHING, OPENING W FLASHINGS IN FRAME CONSTRUCTION,AND WALL EXPANSION-JOINT COVER. (..) O C. MISCELLANEOUS FORMED FABRICATIONS: INCLUDING EQUIPMENT SUPPORT FLASHING. Q N END OF SECTION 076200 V a- co N ,_ WL 2 THERMAL AND MOISTURE PROTECTION U CO c SECTION 077200-ROOF ACCESSORIES N E-- 1.1 PRODUCTS Uj 0 C3~') t") A. ROOF CURBS: INSULATED. co p 1. HEIGHT: MINIMUM 12 INCHES(300 MM)ABOVE ROOFING SURFACE UNLESS tLl w n L� OTHERWISE INDICATED. Q Q O 0 N- 2. NAILER: FACTORY-INSTALLED WOOD NAILER ALONG TOP FLANGE OF CURB, CONTINUOUS AROUND CURB PERIMETER. Ct n B. EQUIPMENT SUPPORTS: RAIL TYPE. Z ¢ a�,. 1. HEIGHT: MINIMUM 12 INCHES (300 MM)ABOVE ROOFING SURFACE UNLESS 0 U Q LI: OTHERWISE INDICATED. 5-1-i Vn W (0 e;� C. DUCT SUPPORTS: EXTRUDED ALUMINUM, URETHANE INSULATED. p _ O 0 to D. PIPE PORTALS: FLASHING TYPE, FORMED ALUMINUM WITH EPDM CAPS. CC i: CO '- E.oREFORMED FLASHING SLEEVES: EXHAUST VENT FLASHING AND VENT STACK Q_ a -J FLASHING FABRICATED FROM ALUMINUM SHEET. to END OF SECTION 077200 STORE #: 3366 Ir PROJECT #: 11071-036 n o ISSUE DATE: Permit 06.07.2018 0 DESIGN MANAGER: NEHA RENGARAJAN N LEEDO AP: 0 PRODUCTION DESIGNER: GPD GROUP CHECKED BY: TOM CONNER co to tz E Revision Schedule `n Rev Date By Description 43 co n U SHEET TITLE: °. CONSTRUCTION CV ai SPECIFICATIONS - �t SCALE:AS SHOWN co O SHEET NUMBER: N O N G-0013 DOORS AND WINDOWS DOORS AND WINDOWS 4114111"Nlte ' SECTION 081416-FLUSH WOOD DOORS SECTION 084113-ALUMINUM-FRAMED ENTRANCES AND STOREFRONTSle- 111; -* 1.1 SUBMITTALS 1.1 PERFORMANCE REQUIREMENTS 1 k A. PRODUCT DATA: FOR EACH TYPE OF DOOR INDICATED. INCLUDE DETAILS OF A. DELEGATED DESIGN: CONTRACTOR TO DESIGN ALUMINUM-FRAMED SYSTEMS. CORE AND EDGE CONSTRUCTION AND TRIM FOR OPENINGS. B. DEFLECTION OF FRAMING MEMBERS: B. SHOP DRAWINGS: INDICATE LOCATION, SIZE,AND HAND OF EACH DOOR; 1. DEFLECTION NORMAL TO WALL PLANE: LIMITED TO L/175, ELEVATION OF EACH KIND OF DOOR; CONSTRUCTION DETAILS NOT COVERED IN 2. DEFLECTION PARALLEL TO GLAZING PLANE: LIMITED TO L/360 OR 1/8 INCH PRODUCT DATA; LOCATION AND EXTENT OF HARDWARE BLOCKING;AND OTHER (3.2 MM), WHICHEVER IS SMALLER. 4 Ili PERTINENT DATA. C. AIR INFILTRATION: 1. INDICATE DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES FOR 1. FIXED FRAMING AND GLASS AREA: MAXIMUM AIR LEAKAGE OF 0.06 CFM/SQ. HARDWARE, FT. (0.30 US PER SQ. M)AT A STATIC-AIR-PRESSURE DIFFERENTIAL OF 1.57 _ 2. INDICATE DIMENSIONS AND LOCATIONS OF CUTOUTS. LBF/SQ. FT. (75 PA). ©2017 STARBUCKS COFFEE COMPANY 3. INDICATE REQUIREMENTS FOR VENEER MATCHING. 2. ENTRANCE DOORS: 4. INDICATE DOORS TO BE FACTORY FINISHED AND FINISH REQUIREMENTS. a. PAIR OF DOORS: MAXIMUM AIR LEAKAGE OF 1.0 CFM/SQ. FT. (5.08 LIS PER STARBUCKS COFFEE 5. INDICATE FIRE-PROTECTION RATINGS FOR FIRE-RATED DOORS. SQ. M)AT A STATIC-AIR-PRESSURE DIFFERENTIAL OF 1.57 LBF/SQ. FT. (75 PA). C. WARRANTY: SAMPLE OF SPECIAL WARRANTY. b. SINGLE DOORS: MAXIMUM AIR LEAKAGE OF 0.5 CFM/SQ. FT. (2.54 L/S PER COMPANY SQ. M)AT A STATIC-AIR-PRESSURE DIFFERENTIAL OF 1.57 LBF/SQ. FT, (75 PA). 1.2 QUALITY ASSURANCE 2401 UTAH AVENUE SOUTH A. QUALITY STANDARD: AWI. 1.2 SUBMITTALS SEATTLE, WASHINGTON 98134 1. AWI QUALITY CERTIFICATION LABELS OR AN AWI LETTER OF LICENSING FOR A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. (206) 318-1575 DOORS. B. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, FULL-SIZE DETAILS, 2. WI-CERTIFIED COMPLIANCE CERTIFICATE FOR DOORS AND INSTALLATION. AND ATTACHMENTS TO OTHER WORK. B. FIRE-RATED WOOD DOORS: POSITIVE PRESSURE TESTING. 1. SHOW CONNECTION TO AND CONTINUITY WITH ADJACENT THERMAL, THESE DRAWINGS AND SPECIFICATIONS ARE WEATHER, AIR, AND VAPOR BARRIERS. CONFIDENTIAL AND SHALL REMAIN THE SOLE 1.3 DOOR CONSTRUCTION, GENERAL C. SAMPLES: FOR EACH EXPOSED FINISH REQUIRED. PROPERTY OF STARBUCKS CORPORATION, A. LOW-EMITTING MATERIALS: MADE WITH ADHESIVES AND COMPOSITE WOOD D. ENERGY PERFORMANCE CERTIFICATES. WHICH IS THE OWNER OF THE COPYRIGHT IN PRODUCTS THAT DO HAVE NO ADDED UREA FORMALDEHYDE. THIS WORK. THEY SHALL NOT BE B. WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY UNLESS OTHERWISE INDICATED. 1.3 MATERIALS REPRODUCED(IN WHOLE OR IN PART), SHARED A. ALUMINUM: ALLOY AND TEMPER RECOMMENDED BY MANUFACTURER. WITH THIRD PARTIES OR USED IN ANY MANNER 1.4 VENEERED-FACED DOORS FOR TRANSPARENT FINISH B. STEEL REINFORCEMENT. ON OTHER PROJECTS OR EXTENSIONS TO THIS A. INTERIOR SOLID-CORE DOORS: PROJECT WITHOUT THE PRIOR WRITTEN 1. CORE: PARTICLEBOARD. 1.4 SYSTEM COMPONENTS CONSENT OF STARBUCKS CORPORATION. 2. CONSTRUCTION: FIVE OR SEVEN PLIES, BONDED. A. FRAMING MEMBERS: THESE DRAWINGS AND SPECIFICATIONS ARE 1. CONSTRUCTION: THERMALLY BROKEN. INTENDED TO EXPRESS DESIGN INTENT FOR A STORE IS 1.5 PRIMING/FINISHING 2. GLAZING SYSTEM: GASKETS ON FOUR SIDES. SUBJECTPROTOTYPICALTCHANGE STARBUCKSAANYTIME)AND(WHICH I A. SHOP PRIMING: 3. GLAZING PLANE: FRONT. NOT REFLECT ACTUAL SITE CONDITIONS. 1. DOORS FOR OPAQUE FINISH: ONE COAT OF WOOD PRIMER. B. GLAZING: SECTION 088000"GLAZING." HAVE OBLIGATION 2. DOORS FOR TRANSPARENT FINISH: STAIN AND FIRST COAT OF FINISH. C. ENTRANCE DOORS: NOR NEITHERLEIPY PARTY SHALL OTHERVANY OBLT STATED B. FACTORY FINISHING: ALL DOORS. 1. DOOR CONSTRUCTION: 1-3/4-INCH (44.5-MM)OVERALL THICKNESS. ABOVE) UNTIL A WRITTEN AGREEMENTCIS 2. DOOR DESIGN: AS INDICATED. FULLY EXECUTED BY BOTH PARTIES. END OF SECTION 081416 D. ENTRANCE DOOR HARDWARE:AS SCHEDULED. END OF SECTION 084113 STARBUCKS TEMPLATE VERSION i2017.11.03 DOORS AND WINDOWS DOORS ANDKS TEMPLA.,.,.,.,.:...:..,,.. ...- SECTION 083450-DOUBLE ACTING SWING DOORS SECTION 087100-DOOR HARDWARE PART 1 -GENERAL 1.1 SUMMARY A. COMMERCIAL DOOR HARDWARE FOR SWINGING DOORS. GPD Engineering and Architecture 1.1 SUMMARY B. OTHER DOORS TO THE EXTENT INDICATED. A. SECTION INCLUDES: C. CYLINDERS FOR DOORS SPECIFIED IN OTHER SECTIONS. Professional Corporation 1. SOLID-CORE DOUBLE ACTING SWING DOORS WITH PLASTIC LAMINATE FACES. 520 SOUTH MAIN ST. SUITE 2531 1.2 SUBMITTALS AKRON, OH 44311 1.2 SUBMITTALS A. PRODUCT DATA: INCLUDE CONSTRUCTION AND INSTALLATION DETAILS, MATERIAL P: 330.572.2100 F: 330.572.2101 A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE DESCRIPTIONS, DIMENSIONS OF INDIVIDUAL COMPONENTS AND PROFILES, AND GPD PROJECT NO: 2016355.20 CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, CORE DESCRIPTIONS, FIRE- FINISHES. RESISTANCE RATING, TEMPERATURE-RISE RATINGS, AND FINISHES. ��D A B. SHOP DRAWINGS: INCLUDE THE FOLLOWING: 1.3 WARRANTY �. 1. ELEVATIONS OF EACH DOOR DESIGN. A. WARRANTY PERIOD: ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION, �� 1� 2. DETAILS OF DOORS, INCLUDING VERTICAL AND HORIZONTAL EDGE DETAILS AND EXCEPT AS FOLLOWS: C) MARK S.SALOPEK Cn METAL THICKNESSES. 1. MANUAL CLOSERS: 25 YEARS FROM DATE OF INVOICE. "`" AKRON, OH CI 3. FRAME DETAILS FOR EACH FRAME TYPE, INCLUDING DIMENSIONED PROFILES 2. CYLINDRICAL LOCKSETS: TWO YEARS FROM DATE OF INVOICE. H AND METAL THICKNESSES. 3. EXIT DEVICES: FIVE YEARS FROM DATE OF INVOICE. • NO. 6036 • -E 4. LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE. ' , Co 5. DETAILS OF ACCESSORIES. 1.4 MAINTENANCE SERVICE 'A ^ 06/21/18 u) 6. DETAILS OF MOLDINGS, REMOVABLE STOPS,AND GLAZING. A. FULL-MAINTENANCE SERVICE: SIX MONTHS. �� ,�IV 1.3 STANDARD DOUBLE ACTING SWING DOORS 1.5 PRODUCTS 1 1 A. GENERAL: PROVIDE DOORS OF DESIGN INDICATED, NOT LESS THAN THICKNESS A. CYLINDERS AND KEYING: INDICATED; FABRICATED WITH SMOOTH SURFACES, WITHOUT VISIBLE JOINTS OR 1. CONSTRUCTION KEYING: CONSTRUCTION MASTER KEYS] [CORES. W SEAMS ON EXPOSED FACES UNLESS OTHERWISE INDICATED. COMPLY WITH 2. KEYING SYSTEM: W ANSI/SDI A250.8. a. GRAND MASTER KEY. Q 1, DESIGN: AS INDICATED. b. LOCKS MASTER KEYED OR GRAND MASTER KEYED TO EXISTING SYSTEM. iC. ALL CYLINDERS KEYED ALIKE. to B. CORE CONSTRUCTION: 3/4"EXTERIOR GRADE SOLID WOOD CORE MADE WITH 1.11 Y ADHESIVES AND COMPOSITE WOOD PRODUCTS THAT DO NOT CONTAIN UREA d. KEYS: NICKEL SILVER. CL FORMALDEHYDE. 1) STAMPING: PERMANENTLY INSCRIBE EACH KEY WITH A LOCKNET KEY 0 0 1. VERTICAL EDGES FOR DOUBLE-ACTING DOORS: ROUND VERTICAL EDGES WITH CONTROL NUMBER, STATE CODE, AND INCLUDE THE FOLLOWING 2-118-INCH(54-MM) RADIUS. NOTATION: N2. TOP AND BOTTOM EDGES: CLOSED WITH FLUSH OR INVERTED 0.042-INCH- a) NOTATION: "DO NOT DUPLICATE." T 0 (1.0-MM-) 2) QUANTITY: IN ADDITION TO ONE EXTRA KEY BLANK FOR EACH LOCK, Cl Q THICK, END CLOSURES OR CHANNELS OF SAME MATERIAL AS FACE SHEETS. PROVIDE THE FOLLOWING: 1 N 3. TOLERANCES: COMPLY WITH SDI 117,"MANUFACTURING TOLERANCES FOR a) CYLINDER CHANGE KEYS: TWO. - STANDARD STEEL DOORS AND FRAMES." b) CONSTRUCTION KEYS: FOUR. T t6 C. INTERIOR DOORS: FACE SHEETS FABRICATED FROM DECORATIVE HIGH PRESSURE c) MASTER KEYS: FOUR. 2 LAMINATE. PROVIDE DOORS COMPLYING WITH REQUIREMENTS INDICATED BELOW d) GRAND MASTER KEYS: TWO. (�'� CO BY REFERENCING ANSI/SDI A250.8 FOR LEVEL AND MODEL AND ANSI/SDI A250.4 FOR 1NI .6 FIELD QUALITY CONTROL """` LL CCN ca 0) PHYSICAL PERFORMANCE LEVEL: A. INDEPENDENT ARCHITECTURAL HARDWARE CONSULTANT: �. I- 1. LEVEL 1 AND PHYSICAL PERFORMANCE LEVEL C (STANDARD DUTY). CONTRACTOR ENGAGED TO PERFORM INSPECTIONS. U) a. WIDTH: AS INDICATED ON DRAWINGS. �� W Q co D. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH B. OCCUPANCY ADJUSTMENT: THREE MONTHS. o REINFORCING PLATES OF 18 GAUGE STAINLESS STEEL. N- E. FABRICATE CONCEALED STIFFENERS AND HARDWARE REINFORCEMENT FROM END OF SECTION 087100 ,ocls� Q Q o O o EITHER COLD-OR HOT-ROLLED STEEL SHEET. Z Et 0 5 Q N 1.4 STOPS AND MOLDINGS A. MOLDINGS FOR GLAZED LITES IN DOORS: MINIMUM 0.032 INCH(0.8 MM)THICK. W W Q� B. LOOSE STOPS FOR GLAZED LITES IN FRAMES: MINIMUM 0.032 INCH(0.8 MM)THICK, 0 C0 W LoV FABRICATED FROM SAME MATERIAL AS FRAMES IN WHICH THEY ARE INSTALLED. 1.5 STEEL FINISHES C.) DOORS AND WINDOWS - a a. IN- I- A. PRIME FINISH: APPLY MANUFACTURER'S STANDARD PRIMER IMMEDIATELY AFTER SECTION 088000-GLAZING U) CLEANING AND PRETREATING. STORE #: 3366 CC 1. SHOP PRIMER: MANUFACTURER'S STANDARD, FAST-CURING, LEAD-AND 1.1 SUMMARY PROJECT #: 11071-036 Q. CHROMATE-FREE PRIMER COMPLYING WITH ANSI/SDI A250.10 ACCEPTANCE A. GLASS FOR WINDOWS, DOORS AND STOREFRONT FRAMING. 0 CRITERIA; RECOMMENDED BY PRIMER MANUFACTURER FOR SUBSTRATE; ISSUE DATE: Permit 06.07.2018 (0 COMPATIBLE WITH SUBSTRATE AND FIELD-APPLIED COATINGS DESPITE 1.2 SUBMITTALS DESIGN MANAGER: NEHA RENGARAJAN 0 PROLONGED EXPOSURE. A. PRODUCT DATA: FOR EACH PRODUCT. LEEDOAP: B. FACTORY-APPLIED PAINT FINISH: MANUFACTURER'S STANDARD, COMPLYING WITH B. PRODUCT CERTIFICATES: FOR GLASS. PRODUCTION DESIGNER: GPD GROUP u0i ANSI/SDI A250.3 FOR PERFORMANCE AND ACCEPTANCE CRITERIA. CHECKED BY: TOM CONNER Co 1.3 MATERIALS Q g 1.6 COLOR AND GLOSS: AS INDICATED BY MANUFACTURER'S DESIGNATIONS. A. SILICONE GLAZING SEALANTS: NEUTRAL OR BASIC CURING, CLASS 50,VOC LESS THAN 250 G/L. Revision Schedule in END OF SECTION 083450 B. GLAZING TAPES: BACK-BEDDING-MASTIC TYPE. Rev Date By Description a) C. GLAZING GASKETS: DENSE COMPRESSION. to D 1.4 MONOLITHIC GLASS SCHEDULE U A. GLASS TYPE GL-1: LOW-E-COATED, CLEAR INSULATING GLASS. 1. OUTDOOR LITE: ANNEALED FLOAT GLASS. 2. INDOOR LITE: ANNEALED FLOAT GLASS. B. GLASS TYPE GL-2: LOW-E-COATED, CLEAR INSULATING GLASS. 2 1. OUTDOOR LITE: FULLY TEMPERED FLOAT GLASS. SHEET TITLE: CL. 2. INDOOR LITE: FULLY TEMPERED FLOAT GLASS. CONSTRUCTION END OF SECTION 088000 SPECIFICATIONS - , SCALE: AS SHOWN co 0 SHEET NUMBER: N 0 N G-0014 FINISHES FINISHES FINISHES SECTION 092216 -NON-STRUCTURAL STEEL FRAMING SECTION 092900-GYPSUM BOARD SECTION 095113-ACOUSTICAL PANEL CEILINGS ^ ^" 1.1 SUMMARY 1.1 SUMMARY 1.1 SUMMARY I k-- A. NON-LOAD-BEARING STEEL FRAMING MEMBERS FOR INTERIOR FRAMING A. INTERIOR GYPSUM BOARD. A. ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. SYSTEMS. B. TILE BACKING PANELS. 1.2 SUBMITTALS 1.2 MATERIALS 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. A. STEEL FRAMING FOR FRAMED ASSEMBLIES: A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B. COORDINATION DRAWINGS: REFLECTED CEILING PLANS, DRAWN TO SCALE, ON , B. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS B. SAMPLES: FOR THE FOLLOWING PRODUCTS: WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH EACH OTHER, INDICATED. 1. TEXTURED FINISHES: MANUFACTURER'S STANDARD SIZE FOR EACH TEXTURED BASED ON INPUT FROM INSTALLERS OF THE ITEMS INVOLVED: O 1. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR FINISH INDICATED AND ON SAME BACKING INDICATED FOR WORK. 1. CEILING SUSPENSION SYSTEM MEMBERS. METAL, UNLESS OTHERWISE INDICATED. 2. METHOD OF ATTACHING HANGERS TO BUILDING STRUCTURE. Q 2017 STARBUCKS COFFEE COMPANY 2. PROTECTIVE COATING: COATING WITH EQUIVALENT CORROSION RESISTANCE 1.3 MATERIALS 3. CEILING-MOUNTED ITEMS INCLUDING LIGHTING FIXTURES, DIFFUSERS, GRILLES, STARBUCKS OF ASTM A 653/A 653M, G40(Z120), HOT-DIP GALVANIZED, UNLESS OTHERWISE A. INTERIOR GYPSUM BOARD: SPEAKERS, SPRINKLERS, ACCESS PANELS, AND SPECIAL MOLDINGS. COFFEE INDICATED. 1. GENERAL: COMPLYING WITH ASTM C 36/C 36M OR ASTM C 1396/C 1396M, AS C. SAMPLES FOR VERIFICATION: FOR EACH COMPONENT INDICATED AND FOR EACH APPLICABLE TO TYPE OF GYPSUM BOARD INDICATED AND WHICHEVER IS MORE EXPOSED FINISH REQUIRED, PREPARED ON SAMPLES OF SIZE INDICATED BELOW. COMPANY 1.3 STEEL FRAMING FOR FRAMED ASSEMBLIES STRINGENT. 1. ACOUSTICAL PANEL: SET OF FULL-SIZE SAMPLES OF EACH TYPE, COLOR, A. SALVAGED MATERIAL: USE SALVAGED FRAMING MATERIALS WHENEVER AVAILABLE. a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED PATTERN,AND TEXTURE. 2401 UTAH AVENUE SOUTH B. STEEL STUDS AND RUNNERS: ASTM C 645. UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD 2. EXPOSED SUSPENSION SYSTEM MEMBERS, MOLDINGS, AND TRIM: SET OF SEATTLE, WASHINGTON 98134 1. MINIMUM BASE-METAL THICKNESS: 0.033 INCH (0.84 MM) UNLESS PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM 12-INCH-(300-MM-) LONG SAMPLES OF EACH TYPE, FINISH, AND COLOR. (206) 318-1575 OTHERWISE INDICATED ON DRAWINGS. VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, D. QUALIFICATION DATA: FOR TESTING AGENCY. 2. DEPTH: AS INDICATED ON DRAWINGS. INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD E. FIELD QUALITY-CONTROL TEST REPORTS. THESE ARE C. DIMPLED STEEL STUDS AND RUNNERS: USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. F. PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS CONFIDENTIAL DRAWINGS AND AND SPECIFICATIONSLL REMAIN THE SOLE 1. MINIMUM BASE-METAL THICKNESS: 0.025 INCH (0.64 MM). 2. TYPE X: PERFORMED BY A QUALIFIED TESTING AGENCY, FOR EACH ACOUSTICAL PANEL PROPERTY OF SHACORPORATION, 2. DEPTH: AS INDICATED ON DRAWINGS. a. THICKNESS: 5/8 INCH (15.9 MM). CEILING. WHICHROSTARBUCKSIRS THOE OWNERTHEC , D. SLIP-TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THE FOLLOWING: b. LONG EDGES: TAPERED. G. MAINTENANCE DATA: FOR FINISHES TO INCLUDE IN MAINTENANCE MANUALS. THIS W THEY NOT COPYRIGHTBE N 1. SINGLE LONG-LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER WITH 3. MOISTURE-AND MOLD-RESISTANT TYPE: WITH MOISTURE-AND MOLD- REPRODUCED N WORK.WHOLEHSHALLOR N PART), SHARED 2-INCH-(50.8-MM-) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED RESISTANT CORE AND SURFACES. 1.3 QUALITY ASSURANCE FOR STUDS, INSTALLED WITH STUDS FRICTION FIT INTO TOP RUNNER AND WITH a. CORE: 5/8 INCH(15.9 MM), TYPE X. A. ACOUSTICAL PANEL QUALITY STANDARD: ASTM E 1264. WITH THIRD PARTIES OR USED IN ANY MANNER CONTINUOUS BRIDGING LOCATED WITHIN 12 INCHES(305 MM)OF THE TOP OF b. LONG EDGES: TAPERED. B. METAL SUSPENSION SYSTEM QUALITY STANDARD: ASTM C 635. ON OTHER PROJECTS OR EXTENSIONS TO THIS STUDS TO PROVIDE LATERAL BRACING. c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO PROJECT WITHOUT THE PRIOR WRITTEN 2. DOUBLE-RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDE RUNNER WITH ASTM D 3274. 1.4 MATERIALS CONSENT OF STARBUCKS CORPORATION. 2-INCH-(50.8-MM-) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED B. TILE-BACKING PANELS: A. ACOUSTICAL CEILING PANELS GENERAL: MUST BE CERTIFIED AS LOW EMITTING. THESE DRAWINGS AND SPECIFICATIONS ARE FOR STUDS AND FASTENED TO STUDS, AND OUTER RUNNER SIZED TO FRICTION 1. GLASS-MAT, WATER-RESISTANT BACKING BOARD: ASTM C 1178/C 1178M, WITH CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH INTENDED TO EXPRESS DESIGN INTENT FOR A FIT INSIDE RUNNER. MANUFACTURER'S STANDARD EDGES. SERVICES STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC PROTOTYPICAL STARBUCKS STORE(WHICH IS 3. DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED TO PREVENT a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL SUBJECT TO CHANGE AT ANYTIME)AND DO CRACKING OF FINISHES APPLIED TO INTERIOR PARTITION FRAMING RESULTING UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES STANDARD CHAMBERS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED NOT REFLECT ACTUAL SITE CONDITIONS. FROM DEFLECTION OF STRUCTURE ABOVE; IN THICKNESS NOT LESS THAN PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. NEITHER PARTY SHALL HAVE ANY OBLIGATION INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS. VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS, B. ACOUSTICAL CEILING PANELS WASHABLE NOR LIABILITY TO THE OTHER (EXCEPT STATED E. COLD-ROLLED CHANNEL BRIDGING: 0.0538-INCH (1.37-MM) BARE-STEEL THICKNESS, INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD 1. CLASSIFICATION: TYPE IV, MINERAL BASE WITH MEMBRANE-FACED OVERLAY; ABOVE) UNTIL A WRITTEN AGREEMENT IS WITH MINIMUM 1/2-INCH-(12.7-MM-)WIDE FLANGES. USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. FORM 2, WATER FELTED; WITH VINYL OVERLAY ON FACE; PATTERN G (SMOOTH). FULLY EXECUTED BY BOTH PARTIES. 1. DEPTH: 1-1/2 INCHES(38.1 MM). b. CORE: 5/8 INCH (15.9 MM), TYPE X. 2. COLOR: AS INDICATED ON DRAWINGS. 2. CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES(38.1 BY 38.1 MM), c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO 3. THICKNESS: 5/8 INCH (15 MM). STARBUCKS TEMPLATE VERSION 12017.11.03 0.068-INCH-(1.73-MM-)THICK, GALVANIZED STEEL. ASTM D 3274. 4. MODULAR SIZE: 24 BY 48 INCHES(610 BY 1220 MM). F. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645. 2. CEMENTITIOUS BACKER UNITS: ANSI A118.9 AND ASTM C 1288 OR 1325, WITH 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: 1. MINIMUM BASE METAL THICKNESS: AS INDICATED ON DRAWINGS. MANUFACTURER'S STANDARD EDGES. PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD 2. DEPTH: AS INDICATED ON DRAWINGS. a. THICKNESS: 1/4 INCH (6.4 MM). ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND G. COLD-ROLLED FURRING CHANNELS: 0.0538-INCH (1.37-MM) BARE-STEEL THICKNESS, b. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, � WITH MINIMUM 1/2-INCH-(12.7-MM-)WIDE FLANGES. ASTM D 3274. MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 ' 1. DEPTH: AS INDICATED ON DRAWINGS. C. TRIM ACCESSORIES: AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. GPD Engineering and Architecture2. FURRING BRACKETS: ADJUSTABLE, CORRUGATED-EDGE TYPE OF STEEL SHEET a. INTERIOR: CORNERBEAD. C. ACOUSTICAL CEILING PANELS TEXTURED: WITH MINIMUM BARE-STEEL THICKNESS OF 0.0312 INCH (0.79 MM). 1. CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH; FORM 2, WATER Professional Corporation 3. TIE WIRE: ASTM A 641/A 641 M, CLASS 1 ZINC COATING, SOFT TEMPER, END OF SECTION 092900 FELTED; PATTERN E (LIGHTLY TEXTURED). 0.0625-INCH-(1.59-MM-) DIAMETER WIRE, OR DOUBLE STRAND OF 2. COLOR: AS INDICATED ON DRAWINGS. 520 SOUTH MAIN ST. SUITE 2531 0.0475-INCH-(1.21-MM-) DIAMETER WIRE. 3. THICKNESS: 5/8 INCH (15 MM). AKRON, OH 44311 H. Z-SHAPED FURRING: WITH SLOTTED OR NONSLOTTED WEB, FACE FLANGE OF 4. MODULAR SIZE: 24 BY 48 INCHES(610 BY 1220 MM). P: 330.572.2100 F: 330.572.2101 1-1/4 INCHES(31.8 MM),WALL ATTACHMENT FLANGE OF 7/8 INCH(22.2 MM), MINIMUM FINISHES 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: GPD PROJECT NO: 2016355.20 BARE-METAL THICKNESS OF 0.0179 INCH (0.45 MM),AND DEPTH REQUIRED TO FIT PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARDA,]) INSULATION THICKNESS INDICATED. SECTION 093000 -TILING ANTIMICROBIAL FORMULATION THAT iNHIBITS FUNGUS, MOLD, MILDEW, AND <(3) �l GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, Gj �� END OF SECTION 092216 1.1 SUMMARY MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 ��MARK S. S.ALOPEK M A. PAVER, GLAZED,AND WALL TILE. AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. '.) B. WATERPROOF MEMBRANE FOR THIN-SET TILE INSTALLATIONS. D. ACOUSTICAL CEILING PANELS PERFORATED: AKRON, OH C. METAL EDGE STRIPS INSTALLED AS PART OF TILE INSTALLATIONS. 1. CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH; FORM 2, ti • ASSURANCE FINISHES WATER FELTED; PATTERN CE(PERFORATED, SMALL HOLES AND LIGHTLY ° NO. 6036 1.2 QUALITY TEXTURED). �(') '� /1 A. MOCKUPS FOR EACH FORM OF CONSTRUCTION. 2. COLOR: AS INDICATED ON DRAWINGS. L$` cd rn SECTION 092400-PORTLAND CEMENT PLASTERING 3. THICKNESS: 3/4 INCH(15 MM). '91 lilt Q 1.1 SUBMITTALS 1.3 MATERIALS 4. MODULAR SIZE: 24 BY 48 INCHES(610 BY 1220 MM). (Chet ) XIA A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. A. GLAZED WALL TILE TRIM SHAPES: COVED BASE, BULLNOSE CAP. 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: - B. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF FACTORY-PREPARED FINISH B. THRESHOLDS: SATIN ANODIZED ALUMINUM THRESHOLDS AND TRANSITION STRIPS. PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD COAT INDICATED; 12 BY 12 INCHES(305 BY 305 MM), AND PREPARED ON RIGID 1. BEVEL EDGES AT 1:2 SLOPE, WITH LOWER EDGE OF BEVEL ALIGNED WITH OR ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND W BACKING. UP TO 1/16 INCH (1.5 MM)ABOVE ADJACENT FLOOR SURFACE. FINISH BEVEL TO GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, W MATCH TOP SURFACE OF THRESHOLD. LIMIT HEIGHT OF THRESHOLD TO MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 i 1.2 MATERIALS 1/2 INCH (12.7 MM)OR LESS ABOVE ADJACENT FLOOR SURFACE. AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. U) A. METAL LATH: C. MORTAR: LATEX-PORTLAND CEMENT E. METAL SUSPENSION SYSTEMS: T Y 1. EXPANDED-METAL LATH: SELF-FURRING DIAMOND-MESH WITH HOT-DIP D. ELASTOMERIC SEALANTS: ONE-PART, MILDEW-RESISTANT SILICONE. 1. WIDE-FACE, CAPPED, DOUBLE-WEB STEEL: INTERMEDIATE DUTY. �' " � GALVANIZED-ZINC COATING. 1. SEALANTS SHALL HAVE A VOC CONTENT OF 250 G/L OR LESS WHEN F. METAL EDGE MOLDINGS AND TRIM: ROLL-FORMED SHEET METAL. �•/ 2. WELDED-WIRE LATH: SELF-FURRING. CALCULATED ACCORDING TO 40 CFR 59, SUBPART D(EPA METHOD 24). 3. PAPER BACKING: PROVIDE AT EXTERIOR LOCATIONS. 1.5 INSTALLATION T U B. ACCESSORIES: 1.4 FLOOR TILE INSTALLATION SCHEDULE A. INSTALLATION: ASTM C 636. to 1. FOUNDATION WEEP SCREED: HOT-DIP GALVANIZED STEEL SHEET. A. INTERIOR FLOORS ON CONCRETE: THIN-SET MORTAR. a, a 2. CORNERITE: FABRICATED FROM METAL LATH WITH HOT-DIP GALVANIZED-ZINC 1. TILE TYPE: UNGLAZED PAVER TILE. 1.6 FIELD QUALITY CONTROL T N COATING. 2. MORTAR: LATEX-PORTLAND CEMENT MORTAR BOND COAT. A. TESTING: BY OWNER-ENGAGED AGENCY TO TEST ACOUSTICAL PANEL CEILING i 3. EXTERNAL-OUTSIDE-CORNER REINFORCEMENT: FABRICATED FROM METAL 3. GROUT: POLYMER-MODIFIED UNSANDED 100% SOLIDS EPDXY NON-SAGGING HANGER FASTENERS. T i to LATH WITH HOT-DIP GALVANIZED-ZINC COATING. GROUT. 4. CASING BEADS: FABRICATED FROM ZINC OR ZINC-COATED (GALVANIZED)STEEL; B. INTERIOR FLOORS ON [WATERPROOF][CRACK-SUPPRESSION] MEMBRANE OVER END OF SECTION 095113 UCO NSQUARE-EDGED STYLE; WITH EXPANDED FLANGES. CONCRETE AND WOOD: THIN-SET MORTAR. CV co 5. CONTROL JOINTS: FABRICATED FROM ZINC OR ZINC-COATED(GALVANIZED) 1. TILE TYPE: UNGLAZED PAVER TILE. U" N j- STEEL; ONE-PIECE-TYPE, FOLDED PAIR OF UNPERFORATED SCREEDS IN M- 2. MORTAR: LATEX-PORTLAND CEMENT MORTAR BOND COAT. co SHAPED CONFIGURATION; WITH PERFORATED FLANGES AND REMOVABLE 3. GROUT: POLYMER-MODIFIED UNSANDED 100% SOLIDS EPDXY NON-SAGGING o PROTECTIVE TAPE ON PLASTER FACE OF CONTROL JOINT. GROUT. FINISHES 2 w 9 6. EXPANSION JOINTS: FABRICATED FROM ZINC OR ZINC-COATED(GALVANIZED) W tL co STEEL; FOLDED PAIR OF UNPERFORATED SCREEDS IN M-SHAPED 1.5 WALL TILE INSTALLATION SCHEDULE SECTION 096813-TILE CARPETING d a 0 `} O 0 CONFIGURATION; WITH EXPANDED FLANGES. A. INTERIOR WALLS OVER GLASS-MAT WATER-RESISTANT BACKER BOARD OR 1.1 QUALITY ASSURANCE0 ''* 7. TWO-PIECE EXPANSION JOINTS: FABRICATED FROM ZINC OR ZINC-COATED CEMENTITIOUS BACKER UNITS: THIN-SET MORTAR. A. PRODUCTS COMPLY WITH REQUIREMENTS OF CRI'S GREEN LABEL INDOOR AIR Z < 0 � {GALVANIZED}STEEL; FORMED TO PRODUCE SLIP-JOINT AND SQUARE-EDGED 1. MORTAR: LATEX-PORTLAND CEMENT MORTAR. QUALITY TESTING PROGRAM. W < W (�� Q REVEAL THAT IS ADJUSTABLE FROM 1/4 TO 5/8 INCH (6 TO 16 MM)WIDE; WITH 2. GROUT: POLYMER-MODIFIED UNSANDED GROUT SUPPLIED BY GC. (� it PERFORATED FLANGES. 1.2 WARRANTY o - o Lf7 u C. FIBER FOR BASE COAT: ALKALINE-RESISTANT GLASS OR POLYPROPYLENE 1.6 INSTALLATION A. CARPET TILE: ONE YEAR. C ct Cr) - p FIBERS, 1/2 INCH(13 MM) LONG, FREE OF CONTAMINANTS, MANUFACTURED FOR A. ALL TILE AND SLATE TO BE INSTALLED PER TILE COUNCIL OF AMERICA STANDARDS. a. F"' d i- USE IN CEMENT PLASTER. 1.3 MATERIALS :5 D. WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, NOT LESS THAN END OF SECTION 093000 A. ADHESIVES: WATER-RESISTANT, MILDEW-RESISTANT, NONSTAINING, ami 0.0475-INCH (1.21-MM) DIAMETER UNLESS OTHERWISE INDICATED. PRESSURE-SENSITIVE TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS STORE #: 3366 CL E. PLASTER MATERIALS: PORTLAND CEMENT WITH SAND AGGREGATE. INDICATED,THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED PROJECT #: 11071-036 Q F. COLORANTS FOR JOB-MIXED FINISH COATS: COLORFAST MINERAL PIGMENTS THAT 0 CARPET TILE AND IS RECOMMENDED BY CARPET TILE MANUFACTURER FOR ISSUE DATE: Permit 06.07.2018 PRODUCE FINISH PLASTER COLOR. RELEASABLE INSTALLATION. DESIGN MANAGER: NEHA RENGARAJAN N G. PLASTER MIXES:ASTM C 926. a. VOC LIMITS: 50 G/L LEEDOAP: 0 -CO 1.3 INSTALLATION: 1.4 INSTALLATION PRODUCTION DESIGNER: GPD GROUP 0 A. PLASTER FINISH COATS:APPLY TO PROVIDE SMOOTH TEXTURED FINISH. A. INSTALLATION METHOD: GLUE DOWN WITH RELEASABLE ADHESIVE. CHECKED BY: TOM CONKER CO 0. gEND OF SECTION 092400 END OF SECTION 096813 E Revision Schedule `2 Rev Date By Description U) a) u) D U SHEET TITLE: = ina_ CONSTRUCTION ai SPECIFICATIONS - d: SCALE:AS SHOWN co 0 SHEET NUMBER: N O N G-0015 CD FINISHES FINISHES �N�� NN�� , 441kM101 -_ SECTION 097200-WALL COVERINGS SECTION 099123-INTERIOR PAINTING SECTION 099300-STAINING AND TRANSPARENT FINISHING ir 1.1 SUMMARY 1�1 SUMMARY 1.1 SUMMARY -- �� - A. VINYL AND VVOVENGLASS-FIBER VVALLCOVER|N(�. A. SURFACE PREPARATION/\NOTHE APPLICATION OFPAINT GYQTEK8SONINTERIOR A. SURFACE PREPARATION AND APPL|CAT0NDFVVOOOFINISHES ONEXTERIOR �m� SUBSTRATES. AND INTERIOR SUBSTRATES. Ili i.2K8ATER|ALS �� A. ADHESIVE: MILDEW-RESISTANT, NONSTAINING, STRIPPABLE ADHESIVE, FOR USE 1.2 SUBMITTALS 1.2 SUBMITTALS WITH SPECIFIC WALL COVERING AND SUBSTRATE APPLICATION, AS RECOMMENDED A. SAMPLES FOR VERIFICATION: A. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF FINISH SYSTEM AND IN EACH 4 iii IN WRITING BY WALL-COVERING MANUFACTURER, AND WITH A VOC CONTENT OF 1. FOR EACH NON-STANDARD LATEX TOPCOAT COLOR AND GLOSS INDICATED. COLOR AND GLOSS OF FINISH INDICATED. 50 GIL OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D 2. FOR EACH TYPE OF NON-STANDARD PAINT SYSTEM AND IN EACH COLOR AND ® (EPA METHOD 24). GLOSS OF TOPCOAT INDICATED. 1.3 QUALITY ASSURANCE ' A. QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST'AND"MPI ARCHITECTURAL 2017 STARBUCKS COFFEE COMPANY 1.3 INSTALLATION 1.3 QUALITY ASSURANCE PAINTING SPECIFICATION MANUAL." A. INSTALL STRIPS IN SAME ORDER AS CUT FROM ROLL. A. QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST"AND"MPI ARCHITECTURAL STARBUCKS �� K-U_:_ _ PAINTING SPECIFICATION MANUAL." 1.4 GENERAL END OF SECTION 097200 B. MOCKUPS FOR EACH COLOR AND FINISH. A. VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES COMPANY HAVING JURISDICTION WHEN MORE STRINGENT THAN LIMITS NOTED AS FOLLOWS 1.4 GENERAL AND, FOR INTERIOR PAINTS AND COATINGS APPLIED AT PROJECT SITE, THE 2401 UTAH AVENUE SOUTH A. VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES FOLLOWING VOC LIMITS, E��LUG|VE{ FCOLO�ANT�ADDEOT[ ATiNT8A�E SEATTLE, WASHINGTON 98134 FINISHES HAVING JUR|SD|��T|QNVVHEN K1OREGTR{N{�ENTTHAN L|K8|TSNOTED ASFOLLUVVG ACCORDING TOSCAOK�D(RULE 1113) ' --' � �� / 0��\ 318-1575 AND, FOR INTERIOR PAINTS AND[�OATiN{�SAPPLIED ATPROJECT SITE, THE 1. CHEK8|CALC{�WYP{}NENTS{)FFIELD-APPLIED INTERIOR PAINTS AND CQ/�lNGS: ` / _ FOLLOWING VOC LIMITS, EXCLUSIVEDFCOLD�ANTSADDED�3AT|NT BASE a. CLEARVVDOO FINISHES,VARNISHES: VOC NOT 099113-��TE�|0F�PAINTING G/L. THESE DRAWINGS AND SPECIFICATIONS ARE ACCORDING TO8CAQN1D (RULE 1113). 2. GHELLACS, CLEAR: VOC NOT MORE THAN 73OG/L 1.1 SUMMARY 1. FLAT PAINTS AND COATINGS: 50G/L 3. STAINS: VOC NOT MORE THAN 100Q/L CONFIDENTIAL AND SHALL REMAIN THE SOLE A. SURFACE PREPARATION AND THE APPLICATION OF PAINT SYSTEMS ON EXTERIOR 2. NONFLAT PAINTS AND COATINGS: 50 G/L 4. PRIMERS, SEALERS,AND UNDERCOATERS: 100 G/L PROPERTY OF STARBUCKS CORpORAJ0N, SUBSTRATES. 3. PR}W1ERS, 8EALERS,AND UNDERCOATERS: 100G/L 5. FIRE RETARDANT COATINGS, CLEAR: 850G/L WHICH IS THE OWNER OF THE COPYRIGHT IN 4. RUST PREVENTATIVE COATINGS APPLIED TO FERROUS METALS: 250G/L. THIS WORKTHEY SHALL NOT BE 1.2 SUBMITTALS 5. FLOOR COATINGS: 50 G/L. 1.5 EXTERIOR WOOD-FINISH-SYSTEM SCHEDULE REPRODUCED(IN WHOLE OR IN PART), SHARED A. SAMPLES FOR VERIFICATION: 7. FIRE RETARDANT COATINGS, PIGMENTED: 350 G/L. A. SOLID-COLOR LATEX STAIN SYSTEM: MPI EXT 6.3K. WITH THIRD PARTIES OR USED IN ANY MANNER 1, FOR EACH NON-STANDARD LATEX TOPCOAT COLOR AND GLOSS INDICATED. 1. PRIME COAT: PRIMER, LATEX FOR EXTERIOR WOOD. ON OTHER PROJECTS OR EXTENSIONS TO THIS 2. FOR EACH TYPE OF NON-STANDARD PAINT SYSTEM AND IN EACH COLOR. 1.5 INTERIOR PAINTING SCHEDULE 2. INTERMEDIATE COAT: STAIN, EXTERIOR, WATER BASED, SOLID HIDE, MATCHING PROJECT WITHOUT THE PRIOR WRITTEN A ND GLOSS OF TOPCOAT INDICATED. A. STEEL SUBSTRATES: TOPCOAT. CONSENT OF STARBUCKS CORPORATION. 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: 3. TOPCOAT: STAIN, EXTER|OR, WATER BA8EO, SOLID HIDE. THESE DRAWINGS AND SPECIFICATIONS ARE 1.3 EXTERIOR PAINTING SCHEDULE a. PRIME COAT: PR|MER, RUST-INHIBITIVE, WATER BASED. B. SEMITRANSPARENT STAIN SYSTEM: MPI EXT 6.3D. INTENDED TO EXPRESS DESIGN INTENT FOR A A. CONCRETE 8UBGTRATES, NONTRAFFIC SURFACES: b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX 1. TWO STAIN COATS: EXTERIOR SEMITRANSPARENT LATEX STAIN PROTOTYPICAL STARBUCKS STORE (WHICH IS 1. LATEX SYSTEM: (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE) SUBJECT TO CHANGE AT ANYTIME)AND DO a. PRIME COAT: LATEX, EXTER|OR, MATCHING TOPCOAT. 2. QUICK-DRy|NG ENAMEL SYSTEM: 1.6 INTERIOR WOOD-FINISH-SYSTEM SCHEDULE NOT REFLECT ACTUAL SITE CONDITIONS. b. TOPCOAT: LATEX, EXTERIOR (GLOSS LEVEL AS INDICATED IN PAINT a. PRIME COAT: pR>K8ER. RUST-INHIBITIVE, WATER BASED. A. SEMITRANSPARENT STAIN SYSTEM: NEITHER PARTY SHALL HAVE ANY OBLIGATION SCHEDULE). b. TOPCOAT: ALKYD, QUICK DRY(GLOSS LEVEL AS INDICATED IN PAINT 1. PRIME COAT: STA|N, GEM|-TRANSPARENT, MATCHING TOPCOAT. NOR LIABILITY TO THE OTHER (EXCEPT STATED B. CLAY-MASONRY SUBSTRATES: SCHEDULE). 2. TOPCOAT: STA|N, SEMI-TRANSPARENT, FOR INTERIOR WOOD. ABOVE) UNTIL A WRITTEN AGREEMENT IS 1. LATEX SYSTEM: B. GALVANIZED-METAL SUBSTRATES: B. WATER-BASED VARNISH SYSTEM: FULLY EXECUTED BY BOTH PARTIES. a. PRIME COAT: LATEX, E)CTER|C)R, MATCHING TOPCOAT. 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: WATER-BASED VARNISH MATCHING TOPCOAT. b. TOPCOAT: LATEX, EXTERIOR(GLOSS LEVEL AS INDICATED IN PAINT a. PRIME COAT: pR|KXER. GALVANIZED, WATER BASED b. INTERMEDIATE COAT: WATER-BASED VARNISH MATCHING TOPCOAT STARBUCKS TEMPLATE VERSION |2017.11.03 SCHEDULE). b. TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODORNOC, c. TOPCOAT: VARN|SH, WATER BAGED, CLEAR. C. CMU SUBSTRATES: (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). C. WATER-BASED FIRE RETARDANT SYSTEM: 1. LATEX SYSTEM: C. WOOD SUBSTRATES: a. TOPCOAT: FIRE RETARDANT COATING, CLEAR. a, PRIME COAT: BLOCK FILLER, LAJGK. INTERIOR/EXTERIOR. 1. INSTITUTIONAL LOW-ODOR&n]CLATEX SYSTEM: 1) CLASS AFLAME SPREAD AND SMOKE-DEVELOPED INDEX PER ASTM E 84. b. TOPCOAT: LATEX, EXTERIOR(GLOSS LEVEL ASINDICATED |NPAINT a. PRIME COAT: INTERIOR LATEX PR|K8ER/SEALER. ~ �~ SCHEDULE). b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX END OF SECTION 099300 ^� =a^O. STEEL SUBSTRATES: (GLOSS LEVEL AS INDICATED IN PAINT WATER-BASED LIGHT INDUSTRIAL COATING SYSTEM: D. GYPSUMBSUBSTRATES: GPD Engineering and Architecture a. PRIME COAT: PRIMER,ALKYD,ANTI-CORROSIVE FOR METAL. 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: Professional Corporation b. TOPCOAT: UGHTINDUSTRIAL COATING, EXTERIOR, WATER a. PRIME COAT: INTERIOR L/�[E��PR|yNER/SEALER. ~^ " ~~^^~ BASED (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX 520 SOUTH MAIN ST. SUITE 2531 E. GALVANIZED-METAL SUBSTRATES: (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE) AKRON, OH 44311 1. LATEX SYSTEM: E. HIGH-IMPACT GYPSUM BOARD SUBSTRATES: P: 330.572.2100 F: 330.572.2101 a. PRIMECOAT: PR| 8ER, GALVAN|ZED,WATER BASED. 1. HIGH-PERFORMANCE ARCHITECTURAL LATEX SYSTEM: GPD PROJECT NO: 2016355'2 ] b. TOPCOAT: LATEX, EXTERIOR (GLOSS LEVEL AS INDICATED IN PAINT a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. � 4/ $ SCHEDULE). b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX ' F. ALUMINUM SUBSTRATES: (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). �1� LATEX SYSTEM: F. PLASTER SUBSTRATES: � .---\L] MARK S.S/ lOy8Drn a. PRIME COAT: PRIMER, QUICK DRY, FOR ALUMINUM. 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: [-I-1 ( b. TOPCOAT: LATEX, EXTERIOR(GLOSS LEVEL AG !NO|[V\TEO |NPAINT a. PRIME COAT: /0TER0RLATEX PR|K�ER��EALER. ~� AKRON, 0B ^ � SCHEDULE). b. TOPCOAT: |N8T|TUT0NALLOVV��DOR8/D[� INTERIOR LATEX -- '8. WOOD, NONTRAFFIC SURFACES: (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). • NO. G038 • .4'. 1. LATEX SYSTEM: G. ACOUSTICAL CEILING TILE: u 06/21/18 iii a. PRIME COATPR|&1ER, LATEX FOR EXTERIOR WOOD. 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: '.7Ce b.to TOPCOAT: LATEX, EXTERIOR(GLOSS LEVEL AS }ND|C/��EO |NPAINT a. PR|K0ECOAT: INTERIOR LATEX PR|K8ER�EALER. �� 0 �� SCHEDULE). b. TOPCOAT: INSTITUTIONAL INTERIOR LATEX C ��t ��`� ' �� Jr��=�^ ` '» H. VVOOD, TRAFFIC SURFACES: (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). 1. LATEX SYSTEM: a. PRIME COATPRIMER, LATEX FOR EXTERIOR WOOD. END OF SECTION 099123 W b. TOPCOAT: INTERIOR/EXTERIOR LATEX FLOOR AND PORCH(LOW GLOSS). 1) WITH ADDITIVE TO INCREASE SKID RESISTANCE OF PAINTED SURFACE. I. PORTLAND�EK8ENTPLA�TERSUB�T�ATES� I UUU ' 1. LATEX SYSTEM: &�.� a. PRIME COAT: LATEX, EXTERIOR, MATCHING TOPCOAT CC b. TOPCOAT: LATEX, EXTERIOR(GLOSS LEVEL ASINDICATED iNPAINT 0 SCHEDULE). END ��ECT|��g�� . I �� as �_ -a H. �_ NN �� CU �� 2 - 172 �«+� -� CV �� _ �~ . . . �� 0)m�~� - -� „ , . . n LL, �� r� � �� ~� «��. �� _ �� - �� ~ �� O CD W . ) LU �� 0 CO ��To -~ �~�. -' 0 CO W �_ W �� o a. F-- a. N-- F-- -J STORE #: 3366 PROJECT #: 11071-036 o ISSUE DATE: Permit 06.07,2018 DESIGN MANAGER: NEHARENGARAJAN LEEDOAP: PRODUCTION DESIGNER: GPD GROUP CHECKED BY: TOM CONNER E Revision Schedule Rev Date By Description ' C.) 2 SHEET TITLE: u- ' (.0 CONSTRUCTION `-ai SPECIFICATIONS _ �:1: SCALE: AS SHOWN Co SHEET NUMBER: tD C\1 ��-�� U�� co GENERAL INFORMATION CONCRETE (CONT'D.) STRUCTURAL STEEL STRUCTURAL ABBREVIATIONS ltill=114 THIS STRUCTURE HAS BEEN MODIFIED IN ACCORDANCE WITH THE 2014 OREGON STRUCTURAL PROVIDE STRAIGHT AND DIAGONAL BARS AT EDGES OF ALL OPENINGS. STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE A.I.S.C. "SPECIFICATIONS FOR4)///r 11110. ••• *- SPECIALTY CODE (BASED ON 2012 INTERNATIONAL BUILDING CODE). MATERIALS AND SERVICES THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AB ANCHOR BOLT MFR MANUFACTURER PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE REINFORCING EMBEDMENT AND LAP SPLICES(INCHES) FOR 4000 PSI CONCRETE: (FOURTEENTH EDITION)AND THE"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND ACI AMERICAN CONCRETE INSTITUTE MAX MAXIMUM -11 k CONTRACT SPECIFICATIONS. BRIDGES" EXCEPT SECTION 4.2 OF THE CODE WHICH SHALL NOT BE APPLICABLE TO THIS ACS ALL COMMON SURFACES MECH MECHANICAL OTHER TOP* PROJECT. AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION MIN MINIMUM THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONS BAR SIZE ANCHORAGE SPLICE ANCHORAGE SPLICE AISI AMERICAN IRON AND STEEL INSTITUTE MISC MISCELLANEOUS AND RESTRICTIONS. #3 15 19 19 24 SUBMITTALS: ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NTS NOT TO SCALE 4 Ili #4 19 25 25 33 1)SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH AISC SPECIFICATION SECTION M1 "SHOP ARCH'L ARCHITECTURAL OC ON CENTER FOR DIMENSIONS AND DETAILS NOT SHOWN, REFER TO ARCHITECTURAL DRAWINGS. #5 24 31 31 41 DRAWINGS" ALT ALTERNATE OD OUTSIDE DIAMETER #6 29 37 37 49 2)SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL OPP OPPOSITE BO BOTTOM OF PL PLATE ©2017 STARBUCKS COFFEE COMPANY IMPLEMRESPONSIBILITY OF JOB SINT SAFETY CONSTRUCTION PROCEDURES ARE THE SOLE #8 42 54 54 71 STARBUCKS COFFEE RESPONSIBILITY OF THE CONTRACTOR. #8 48 62 62 81 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: BOT BOTTOM PLF POUNDS PER LINEAR FOOT #9 54 70 70 91 BRG BEARING PSF POUNDS PER SQUARE FOOT TEMPORARY BRACING, SHEETING, SHORING, ETC., REQUIRED TO ENSURE THE STRUCTURAL #10 60 78 78 101 A. CHANNELS,ANGLES, PLATES AND MISCELLANEOUS CONNECTION MATERIAL:ASTM A-36 C CHANNEL PSI POUNDS PER SQUARE INCH COMPANY INTEGRITY/STABILITY OF THE EXISTING BUILDINGS, SIDEWALKS, UTILITIES, ETC., DURING #11 66 85 85 111 WITH A MINIMUM YIELD STRENGTH OF 36,000 PSI, UNO. CJ CONTROL JOINT REQ'D REQUIRED CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DESIGNED BY A CJP COMPLETE JOINT PENETRATION SIM SIMILAR 2401 UTAH AVENUE SOUTH REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE CONTRACTOR. B. STEEL TUBING: ASTM A500, GRADE B, WITH A MINIMUM YIELD STRENGTH OF 46,000 PSI. C CENTER LINE SPEC SPECIFICATION * HORIZONTAL BARS WITH MORE THAN 12"OF CONCRETE BELOW BAR. CLR CLEAR STD STANDARD SEATTLE, WASHINGTON 98134 THE CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING,AND WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE ANSI/AWS D1.1, COL COLUMN T&B TOP AND BOTTOM (206) 318-1575 ELECTRICAL DRAWINGS FOR SIZE AND LOCATIONS OF OPENINGS, SLEEVES, CONCRETE FRAMING LUMBER AMERICAN WELDING SOCIETY, LATEST EDITION. USE E70XX ELECTRODES. CONC CONCRETE T&G TONGUE AND GROOVE HOUSEKEEPING PADS, INSERTS AND DEPRESSIONS. CONT CONTINOUS TO TOP OF THESE DRAWINGS AND SPECIFICATIONS ARE STEEL SHALL BE SHOP PRIMED WITH A 1-COAT, NONASPHALTIC PRIMER COMPLYING WITH DIA DIAMETER TOC TOP OF CONCRETE CONFIDENTIAL AND SHALL REMAIN THE SOLE THE CONTRACTOR SHALL COORDINATE OPENINGS SHOWN ON THE ARCHITECTURAL, SSPC-PS GUIDE 7.00, "PAINTING SYSTEM GUIDE 7.00: GUIDE FOR SELECTING ONE-COAT SHOP DIAG DIAGONAL TOD TOP OF DECK PROPERTY OF STARBUCKS CORPORATION, STRUCTURAL, MECHANICAL, ELECTRICAL,AND PLUMBING DRAWINGS. ALL STRUCTURAL LUMBER CONSTRUCTION SHALL CONFORM TO THE LATEST, ADOPTED PAINTING SYSTEMS,"TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 1.5 MILS. DWG DRAWING TOF TOP OF FOOTING WHICH IS THE OWNER OF THE COPYRIGHT IN EDITIONS OF THE STANDARDS AND MATERIAL SPECIFICATIONS REFERENCED HEREIN. EF EACH FACE TOL TOP OF LEDGER THIS WORK. THEY SHALL NOT BE DESIGN LOADS REFERENCE STANDARD: NDS-2012, "NATIONAL DESIGN SPECIFICATION FOR WOOD STEEL ASTM A1230SED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH EQ EQ ELEVAALTION TOS TOP OF PANEL TOP OF STEEL REPRODUCED(IN WHOLE OR IN PART), SHARED EL TOP WITH THIRD PARTIES OR USED IN ANY MANNER CONSTRUCTION" BY THE AMERICAN FOREST&PAPER ASSOCIATION (AF& PA). EW EACH WAY TOW TOP OF WALL ON OTHER PROJECTS OR EXTENSIONS TO THIS DESIGN LOADS: FF FINISH FLOOR TYP TYPICAL PROJECT WITHOUT THE PRIOR WRITTEN BUILDING RISK CATEGORY: II MATERIALS: ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FFLOOR UNO FOUNDATION VERT VERTICAL LESS NOTED OTHERWISE CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE a.ALL LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF DOC PS 20. FURNISH FT FOOT W WIDE FLANGE INTENDED TO EXPRESS DESIGN INTENT FOR A ROOF LIVE LOAD: 20 PSF LUMBER WITH EACH PIECE FACTORY-MARKED WITH GRADE STAMP OF INSPECTION ARCHITECTURALLY EXPOSED STRUCTURAL STEEL REQUIRES SPECIAL CARE BE TAKEN FTG FOOTING W/ WITH PROTOTYPICAL STARBUCKS STORE(WHICH IS ROOF DEAD LOAD: WEIGHT OF ACTUAL MATERIALS AGENCY VERIFYING COMPLIANCE WITH GRADING RULE REQUIREMENTS AND IDENTIFYING DURING FABRICATION, HANDLING AND ERECTION. THE FOLLOWING REQUIREMENTS FROM GA GAUGE W/O WITHOUT SUBJECT TO CHANGE AT ANYTIME)AND DO FLOOR LIVE LOAD: 100 PSF GRADING AGENCY, GRADE, SPECIES, MOISTURE CONTENT AND MILL. SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR ARCHITECTURALLY GSN GENERAL STRUCTURAL NOTES WT WEIGHT NOT REFLECT ACTUAL SITE CONDITIONS. GROUND SNOW LOAD: 10 PSF EXPOSED STRUCTURAL STEEL SHALL APPLY. ADDITIONAL REQUIREMENTS OF SECTION 10 HI HIGH WWF WELDED WIRE FABRIC NEITHER PARTY SHALL HAVE ANY OBLIGATION WIND LOAD (ULTIMATE): 110 MPH b.ALL WOOD STRUCTURAL PANELS SHALL COMPLY WITH REQUIREMENTS OF DOC PS1, DO NOT APPLY. HORIZ HORIZONTAL NOR LIABILITY TO THE OTHER(EXCEPT STATED EXPOSURE B DOC PS 2, HPVA HP I AND APA PDS. FACTORY-MARK ALL WOOD STRUCTURAL PANELS ICBG INTERNATION CONFERENCE OF BUILDING OFFICIALS ABOVE) UNTIL A WRITTEN AGREEMENT IS Iw= 1.0 WITH A GRADING STAMP OF THE INSPECTION AGENCY. FABRICATION SHALL BE DONE IN ACCORDANCE WITH THE DETAILS SHOWN ON THE ID INSIDE DIAMETER FULLY EXECUTED BY BOTH PARTIES. SEISMIC LOAD: STRUCTURAL DRAWINGS. ALL COPES, MITERS AND BUTT CUTS IN SURFACES SHALL BE INFO INFORMATION MAPPED SPECTRAL RESPONSE: c. STRUCTURAL LUMBER: ALL LUMBER TO HAVE MINIMUM STRUCTURAL PROPERTIES MADE WITH UNIFORM GAPS AS SHOWN ON THE DRAWINGS, OR IN REASONABLE CONTACT JT JOINT STARBUCKS TEMPLATE VERSION 12017.11.03 Ss: 0.964 AS GIVEN, ACCORDING A GRADING AGENCY CERTIFIED BY THE AMERICAN LUMBER IF SHOWN WITHOUT A GAP. WELDS SHALL BE REASONABLY SMOOTH AND UNIFORM. K KIP (1,000 LBS) S1: 0.421 STANDARDS COMMITTEE BOARD OF REVIEW SEASONED AT 19%M.C. FINISHING AND GRINDING IS NOT REQUIRED EXCEPT WHERE NECESSARY FOR FIT OR KSI KIPS PER SQUARE INCH SPECTRAL RESPONSE COEFFICIENT: CLEARANCE, OR WHEN SPECIFICALLY NOTED ON THE CONTRACT DRAWINGS. L ANGLE ..-, .,., Sds: 0.716 Fb= 1500 PSI LAMINATED VENEER LUMBER LLH LONG LEG HORIZONTAL m'm""` Sd1 0.443 Fv= 175 PSI Fb=2600 PSI THE FABRICATOR SHALL USE SPECIAL CARE TO AVOID BENDING, TWISTING OR LLV LONG LEG VERTICAL SITE CLASS(ASSUMED): D Fc(PARALLEL)=1650 PSI Fv=285 PSI OTHERWISE DISTORTING OF INDIVIDUAL MEMBERS OR ASSEMBLIES. LO LOW SEISMIC DESIGN CATEGORY: D E= 1600 KSI E=2000 KSI Emin= 580 KSI Emin = 1016 KSI ERECTION SHALL BE PERFORMED SO AS TO PROVIDE A CLOSE FIT AND NEAT GPD Engineering and Architecture APPEARANCE OF THE STRUCTURE. d. FASTENERS Professional Corporation FOUNDATION SYSTEM 1. NAILS: COMMON STEEL WIRE NAILS, CONFORMING TO ASTM F1667, UNLOADING, HANDLING AND ERECTION SHALL BE EXECUTED WITH CARE TO MINIMIZE SUBMITTALS AND SPECIAL INSPECTIONS 520 SOUTH MAIN ST. SUITE 2531 DAMAGE TO ANY SHOP PAINT. IF TEMPORARY BRACES OR ERECTION CLIPS ARE USED, AKRON, OH 44311 THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION. UNDERGROUND 2.WOOD SCREWS: FLAT HEAD, CONFORMING TO ANSI/ASME STANDARD 618.6.1. UPON REMOVAL, STEEL SURFACES SHALL BE GROUND SMOOTH AND HOLES FILLED WITH P: 330.572.2100 F: 330.572.2101 UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL WELD METAL OR BODY SOLDER AND SMOOTHED BY GRINDING OR FILING. TOUCH UP SUBMITTALS: SUBMITTALS OF SHOP DRAWINGS, MILL TESTS,AND PRODUCT DATA FOR ITEMS GPD PROJECT NO: 2016355.20 PREDETERMINE UTILITY LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY IF 3. BOLTS, NUTS AND WASHERS: CONFORM TO ASTM A307,ASTM A563 AND ASTM ABRASIONS OF THE SHOP COAT SHALL BE PERFORMED BY THE PAINTING CONTRACTOR. DESIGNED BY OTHERS SHALL BE MADE TO THE ENGINEER PRIOR TO CONSTRUCTION.THE DEVIATION FROM PLANS EXIST. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE F436, RESPECTIVELY. CONTRACTOR SHALL REVIEW AND PLACE A SHOP DRAWING STAMP ON THE SUBMITTAL ��RU C TR. Uq� SUPPORT OF UTILITIES ACROSS EXCAVATIONS. COORDINATE ALL AESS REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS AND THE BEFORE FORWARDING TO THE ENGINEER. SUBMITTALS SHALL BE MADE IN TIME TO PROVIDE A e.WOOD-PRESERVATIVE TREATMENT: COMPLY WITH THE APPLICABLE SPECIFICATIONS. MINIMUM OF ONE WEEK FOR REVIEW BY THE ENGINEER. SUBMITTALS REQUIRED FOR THIS �c o PFtOFFS A SOILS TESTING LABORATORY SHALL BE RETAINED BY THE OWNER TO PROVIDE REQUIREMENTS OF AWPA STANDARD U1, MARK EACH TREATED ITEM WITH THE PROJECT ARE SPECIFIED IN THE SPECIFIC SECTIONS BELOW. �\c ��G I N E'cc�s;a2 CONSTRUCTION REVIEW TO ENSURE CONFORMANCE WITH THE CONSTRUCTION APPROPRIATE QUALITY MARK. ARCHITECTURALLY EXPOSED STEEL(AESS)CANOPIES SHALL BE CATEGORY 2 AESS. cr 85692PE �r DOCUMENTS DURING THE EXCAVATIONS, BACKFILL,AND FOUNDATION PHASES OF THE DEFERRED SUBMITTALS: ITEMS DESIGNED BY OTHERS SHALL INCLUDE CALCULATIONS, SHOP PROJECT. CONTACT DESIGN ENGINEER IMMEDIATELY IF SOILS ENCOUNTERED DO NOT CONNECTIONS: ASA MINIMUM, CONFORM CONNECTIONS FOR STRUCTURAL MEMBERS TO ALL OTHER EXTERIOR ARCHITECTURALLY EXPOSED STEEL, SUCH AS, BUT NOT LIMITED DRAWINGS AND PRODUCT DATA. DESIGN SHALL BE PREPARED BY THE SSE AND SUBMITTED ilk 0 MEET ASSUMED DESIGN SPECIFICATIONS. THE FASTENING SCHEDULE LISTED IN TABLE 2304.9.1 OF THE IBC. TO, REMOVABLE AREAWAY BEAMS, SCREENWALL KICKERS, DAVITS, PIPERAILS,AND TO THE ARCHITECT AND SER FOR REVIEW PRIOR TO SUBMISSION TO THE JURISDICTION FOR OTHER MISCELLANEOUS EXTERIOR METALS SHALL BE CATEGORY 3 AESS. (AESS PAINT APPROVAL. THE SSE SHALL SUBMIT TO THE ENGINEER FOR REVIEW CALCULATIONS AND SHOP 411111 REGON cti FOUNDATION DESIGN IS BASED ON AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF. a. PROVIDE GALVANIZED CONNECTORS BY THE SIMPSON STRONG-TIE CO. INSTALL ALL SPECIFICATIONS ONLY). DRAWINGS THAT ARE STAMPED AND SIGNED BY THE SSE. REVIEW OF THE SSE'S SHOP c. / a) CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRAWINGS IS FOR GENERAL COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH qy 13,Zp1 06/21/18 1 E ALLCOFOUNDATIONS OU TEDTFIILL FREE FROM ORGANIC MATTER. IF POOR SOREST ON LS ARE ENCOUNTERM, UNDISTURBED EDL ORAb. PROVIDE GALVANIZED FASTENERS FOR ALL EXTERIOR APPLICATIONS AND FOR ALL STEEL DECK RHS N OF THE PRIMARY STRUCTURE CESD DOES ROCT RE, TIES,E THE SSE OF Y7FIN N. �p�`� FOUNDATION DEPTHS SHOWN, NOTIFY OWNER'S REPRESENTATIVE BEFORE PROCEEDING WOOD-PRESERVATIVE TREATED MATERIALS. RESPONSIBILITYAFOR THAT DESIGN. ALL NECESSARY BRACING, ANCHORAGE,AND SPECIFICATIONS: PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER MANUFACTURER'S EXPIRES: 06 Ca WITH CONSTRUCTION. INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS. /30/19 W c.AT POSTS AND JAMBS OF OPENINGS, NAIL MULTIPLE STUDS TOGETHER WITH 8d LATEST EDITION OF SDI Q FOOTINGS SHALL BEAR A MINIMUM OF 18" BELOW FINISH GRADE FOR FROST PROTECTION. NAILS AT 8"O.C., FULL LENGTH. INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN I MATERIALS: ACCORDANCE WITH IBC SECTION 110. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED W Cl) SLABS ON GRADE SHALL BE PLACED ON 4"COMPACTED GRANULAR FILL OR IF A MISCELLANEOUS: STEEL DECK ASTM A611 GRADE C,D OR E INSPECTIONS WITH THE BUILDING OFFICIAL. SUBMIT COPIES OF ALL INSPECTION REPORTS TO ' ` CC GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE PROJECT, THE OR ASTM A653-94 GRADES B,C,D OR E THE ENGINEER FOR REVIEW. v O RECOMMENDATIONS THEREIN SHALL BE FOLLOWED. a. TREAT ALL EXTERIOR LUMBER OR LUMBER IN CONTACT WITH CONCRETE OR GALVANIZING ASTM A924-24 G60 &A653-94 MASONRY WITH PRESERVATIVE IN ACCORDANCE WITH AWPA. SPECIAL INSPECTIONS REQUIRED SHALL BE PROVIDED PER IBC CHAPTER 17 AND AS INUNDATION AND LONG TERM EXPOSURE OF BEARING SURFACES, WHICH WILL RESULT IN ROOF DECK SHALL BE GALVANIZED, 1 1/2"x 22 GAGE WIDE RIB STEEL ROOF DECK, REQUIRED BY LOCAL JURISDICTION. o DETERIORATION OF BEARING FORMATIONS, SHALL BE PREVENTED. FOOTINGS SHALL BE b. HOT-DIP GALVANIZE ALL STEEL CONNECTORS AND PRODUCTS 14 GA.AND THICKER VULCRAFT TYPE B OR APPROVED ALTERNATE. c3 PLACED IMMEDIATELY FOLLOWING FOOTING EXCAVATIONS AND BEARING SURFACE AFTER FABRICATION THAT ARE IN CONTACT WITH PRESERVATIVE-TREATED WOOD. SPECIAL INSPECTIONS: IN ADDITION TO THE INSPECTIONS REQUIRED BY IBC SECTION 110, Q- INSPECTION. PROVIDE MINIMUM 2.0 OZ. COATING, ALL SIDES, PER ASTM A123. PROVIDE HOT-DIPPED DECK SHALL BEAR A MINIMUM OF 1 1/2"ON SUPPORTING MEMBERS. END LAPS SHALL BEA SPECIAL INSPECTORS SHALL, IN ACCORDANCE WITH IBC SECTION 1704, PERFORM THE I-- a) � N GALVANIZED CONNECTORS PER ASTM A153 OR STAINLESS STEEL CONNECTORS. MINIMUM OF 2"AND SHALL BE LOCATED OVER SUPPORTING STRUCTURE. FASTEN TO FOLLOWING: 111 • SUPPORTS WITH#10 SELF-DRILLING SHEET METAL SCREWS WITH NEOPRENE WASHERS CONCRETE: _ ca CONCRETE c. HOT-DIP GALVANIZE ALL STEEL CONNECTORS AND PRODUCTS LESS THAN 14 GA. AT 12" MAXIMUM O.C. LAP JOINTS WITH#10 SELF TAPPING SCREWS AT 24"WITH A -PERIODIC INSPECTION OF REINFORCING STEEL V CO THICK AFTER FABRICATION THAT ARE IN CONTACT WITH PRESERVATIVE-TREATED WOOD. MINIMUM OF(1)AT MIDSPAN. -PERIODIC VERIFICATION OF THE USE OF THE REQUIRED DESIGN MIX (� PROVIDE MINIMUM 1.85 OZ. COATING,ALL SIDES, PER ASTM A653. PROVIDE HOT-DIPPED -CONTINUOUS INSPECTION DURING THE SAMPLING OF FRESH CONCRETE AND DURING `''� LL (Ny as ED GENERAL: GALVANIZED CONNECTORS PER ASTM A153 OR STAINLESS STEEL CONNECTORS. SLUMP,AIR CONTENT AND TEMPERATURE DETERMINATIONS Q �. F- COMPONENTS AND CLADDING WIND LOADS -PERIODIC INSPECTION OF FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE to ° O7 ce) ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 301-10, "STANDARD d. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY 2 co Q �o SPECIFICATION FOR STRUCTURAL CONCRETE"AND ACI 302, 305 AND 306 UNLESS NOTED SHOWN, NOTED, OR APPROVED BY THE ENGINEER. CONCRETE MEMBER BEING FORMEDw LL "A" "A" "A" q -CONTINUOUS INSPECTION DURING THE PLACING OF REINFORCED CONCRETE LLj LCC l. OTHERWISEco . -CONTINUOUS INSPECTION DURING THE GROUTING OPERATION OF BOLTS OR REBAR 0N- CONCRETE SHALL CONFORM TO ACI 318-11 WALLS: )r / ) { / DOWELS. <C ��N/ r� �j ALL DETAILING, FABRICATION AND PLACING OF , STEEL Z L.L < (f) 0 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"AND THE LATEST ACI d` 3 2 3 -PERIODIC INSPECTION OF STEEL, BOLTS, NUTS AND WASHERS IDENTIFICATION MARKS U Q I— I- O a. EXTERIOR WALL SHEATHING SHALL BE 19/32"MIN. APA RATED SHEATHING. FASTEN "MANUAL OF STANDARD PRACTICE FOR DETAIL REINFORCED CONCRETE STRUCTURES" TO STUDS WITH 8d NAILS AT 6"O.C. EDGE, 12"O.C. FIELD, BLOCK ALL EDGES. CONFORM TO ASTM STANDARD AND WELD FILLER MATERIAL CONFORMS TO AWS. UNLESS NOTED OTHERWISE. -PERIODIC VERIFICATION OF CERTIFICATE OF COMPLIANCE V W Lo �Qii: r� b.WOOD BEAMS BEARING ON WALLS SHALL BEAR ON MULTIPLE STUD WOOD POSTS, -PERIODIC INSPECTION OF HIGH STRENGTH BOLT CONNECTION. 0 — O C� To SAFETY AND PERFORMANCE OF THE STRUCTURE ARE THE RESPONSIBILITY OF THE NUMBER OF STUDS IN POST SHALL BE REQUIRED TO MATCH BEAM WIDTH U.N.O. ON PLAN. W F- a -PERIODIC INSPECTION OF FILLET WELDS < 5/16 INCH ROOF DECK WELDS. o CONTRACTOR INSOFAR AS THEY ARE AFFECTED BY THE LOCATION AND DETAILS OF CONSTRUCTION JOINTS. SHOP DRAWINGS OF THE PROPOSED CONSTRUCTION JOINT c. WHERE WALL OPENINGS ARE BEING ALTERED, SHORE ALL FRAMING SUPPORTED BY -CONTINUOUS WELDS, MULTIPASS OF FILLET WELDS > 5/16 INCH, COMPLETE AND PARTIAL j LOCATIONS AND DETAILS ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. WALL AT OPENING LOCATION PRIOR TO REMOVING ANY HEADER, POST OR STUD. PENETRATION WELDS, MULTIPASS FILLET WELDS. STORE #: 3366 QALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS ROOFS: 2 1 2 5 4 5 o FOLLOWS: PROJEISSUE CT #: 11071- 3 mit 06.076.2018 - a. EXTERIOR ROOF DECKING SHALL BE 19/32"MIN. APA RATED SHEATHING. FASTEN TO DESIGN MANAGER: NEHA RENGARAJAN wa) FOUNDATIONS-4000 PSI6" 12"O.C. FIELD. D SLABS ON GRADE-4000 PSI JOISTS WITH 8d NAILS AT O.C. EDGE, LEEDO AP: Nb. PROVIDE SIMPSON H2.5 CLIP AT EACH END OF EACH RAFTER U.N.O. ON PLAN. PRODUCTION DESIGNER: GPD GROUP co ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (± 1%)AIR ENTRAINMENT. CHECKED BY: TOM CONNER DE REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. ¢ 3 2 3 \ Revision Schedule 12 WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A1064 AND BE FURNISHED � IN FLAT SHEETS AND INSTALLED ON CHAIRS OR PRECAST CONCRETE BLOCKS. C&C ROOF WIND AREAS C&C WALL WIND AREAS Rev Date By Description D U NO TACK WELDING OF REINFORCING IN THE FIELD IS PERMITTED. A=7'-6" PROVIDE CORNER BARS AT ALL LOCATIONS WHERE REINFORCEMENT CHANGES ZONE 1 (PSF): 16.0/-21.8 DIRECTION. ZONE 2(PSF): 16.0/-36.5 ZONE 3(PSF): 16.0/-55.0 2ZONE 4(PSF): 21.8/-23.6 SHEET TITLE: a ZONE 5(PSF): 21.8/-29.1 STRUCTURAL N *PRESSURES BASED ON ULTIMATE in WIND SPEED FOR 10 SQ. FT. OR AREA. SPECIFICATIONS N . 4 SCALE:AS SHOWN co CS SHEET NUMBER: N 0 N -0001 WOOD STUDS, SEE PLAN SHEET NOTES FOUNDATION PLAN NOTES ^�T 1/2" DIA.X 9"'LG.ANCHOR BOLTS @ 32"Q.C. 112"x10"SIMPSON TITEN HD ir41(M*1 ;4.. P.T. 2x PLATE, #4 @ 16" E.W. i _ (6"EMBEDMENT) SCREWS AT 16"O.C. EACH SIDE. CENTERED 1. EXISTING CONCRETE SLAB. COORD.w/OTHER A. TOP OF INTERIOR SLAB ELEV= (0'-0"). ALL OTHER(4"MIN. EMBED.) 1/2"DIA.X 1'-0" LONG SIMPSON TYP. SLAB, SEE PLAN TITEN HD SCREWS AT 16"O.C. 4" MIN. THICK DISCIPLINES DWGS FOR SLAB TRENCHING AREAS. ELEVATIONS ARE REFERENCED FROM THIS ELEVATION. EACH SIDE. (4" MIN, EMBED) CONCRETE INFILL B. SEE ARCH. DRAWINGS FOR DIMENSIONS NOT SHOWN. NEW SLAB ON GRADE, SEE PLAN 2. EXTENT OF EXISTING FOUNDATION DEMOLITION. C. EXISTING CONSTRUCTION IS ASSUMED BASED ON ill it WWF REINFORCING NEW CONCRETE TO FIN GRADE TOP OF NEW CONCRETE TO BE LEVEL PROTOTYPICAL STARBUCKS CONSTRUCTION. ORIGINAL PER PLAN AND FLUSH WITH ADJACENT SLAB. BE LEVEL AND FLUSH 3. NEW 1'-4"WIDE x 10"THICK CONCRETE FOOTING w/(2)#4 DOCUMENTS WERE NOT AVAILABLE. CONTRACTOR N -°° .. , ,• WITH ADJACENT SLAB. -- LONGITUDINAL BARS, BOTTOM. SHALL FIELD VERIFY ALL THE DIMENSIONS AND ALL -4 � 7 — " ; xx a .". N -Weirlii=.- 16"OC MIN. ATC .,,� {----� � EXISTING CONSTRUCTION CONDITIONS PRIOR TO O 4. NEW WOOD STUD WALL, 2x6 AT (MATCH ORDERING MATERIALS AND COORDINATE ANY R `r z - -. •-° —III—HI—HI—I- I -I![. E —I I T Ir'-.._:•:•-•c --_ =III— EXISTING WALL THICKNESS). DISCREPANCIES WITH THE ENGINEER. I 1I= — 1 — (I- 1- — — II C 2017 STARBUCKS COFFEE COMPANY — —j-- — D. WHERE EXISTING CONDITIONS ARE CUT OR DISTURBEDVii—ISI—,I L'IITIIITi T` T= -4"—III-1I __ _ — — — — — — — WORK, MATCHAND 3"CLR. (2)#4 CONT. #4 BENT DOWELS _- III—I 1 —I 1 I I I=I 1 I—I 1 I—I( I 1 I—III 5. EXISTING FOOTING. TO PERMIT INSTALLATION OF NEW °•` d ' III FOOTING, EXISTING SLAB _ _ _ EXISTING SLAB PATCH EXISTING DISTURBED CONSTRUCTION TO @ 18"O.C. 24„ -= 1E-111E. .H 1 TITT111E11 =I T— STARBUCKS COFFEE 11 TI 11-I T I 1 I 1 I 1=I 1 I=I 1 I I 6. EXISTING DRIVE THRU WALL FOOTING TO BE ORIGINAL CONDITION. �-+ #4 WITH 90 DEGREE A_a . , ° SEE PLAN 12"I WET-1111-7-111E-111E111 10 MIL VAPOR RETARDER 10 MIL VAPOR RETARDER — — DEMOLISHED. E. FOR GENERAL NOTES SEE SHEET S-0001. COMPANY • ..; I 1 TI I 1-111=111-111, LAP 6"WITH (E)VAPOR STD. HOOK AT 18" _ _ LAP 6"WITH (E)VAPOR F. FOR FROST DEPTH PENETRATION, SEE GENERAL MAX. O.C. ) < . ° I 1-1 1=1 I—I I COORD. w/OTHER DISCPLINES BOTTOM OF FTG. TO MATCH 11=I11=1 RETARDER AND TAPE SEAMS RETARDER AND TAPE SEAMS 7. (2)#4 x 2'-0"LG. WITH 6" EMBED. INTO EXISTING NOTES, SHEET S-0001. 2401 UTAH AVENUE SOUTH 3"CLR. T UTILITY DWGS FOR EXTENT OF SLAN FOOTING, 3"CLEAR FROM BOTTOM OF FOOTING AND SEATTLE, WASHINGTON 98134 BOTTOM OF EXISTING FTG. 4"COMPACTED TRENCH TRENCHING. LAPPED WITH LONGITUDINAL FOOTING REINFORCING U STEP AS REQ'D TO MATCH. GRANULAR SUB-BASE BARS. USE HILTI HIT HY200 SAFESET ADHESIVE. (206) 318-1575 4" 8" 4"/ *t,-) 8. NEW 4"CONCRETE SLAB ON GRADE, REINFORCED THESE DRAWINGS AND SPECIFICATIONS ARE WITH WWF 6"x6"xW2.1xW2.1 SHEETS CENTERED IN CONFIDENTIAL AND SHALL REMAIN THE SOLE SECTION SECTION UTILITY TRENCH DETAILPROPERTY OF STARBUCKS CORPORATION, SLAB, PROVIDE 1/2" DEEP SAWCUTS ATA MINIMUM OF 10'-0"O.C.AND A MAXIMUM OF 12'-0"O.C. WITH A WHICH IS THE OWNER OF THE COPYRIGHT IN 4 Scale: 3/4"= 1'-O" scale: 1"= 1'-0" 0 scale: 3/4"= 1'-0" THIS WORK. THEY SHALL NOT BE MAXIMUM ASPECT RATIO OF 2:1. REPRODUCED(IN WHOLE OR IN PART), SHARED 9. NEW WOOD STUD WALL, 2x6 AT 12"O.C. MIN. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 10. TRIPLE KING STUDS OR 6x6 POST PER DETAIL 5/S-1501 PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. AT OPENING AND ENDS OF CANOPY STEEL. ATTACH TO THESE DRAWINGS AND SPECIFICATIONS ARE BOTTOM PLATE w/SIMPSON A35 CLIPS N.S.AND F.S. OR INTENDED TO EXPRESS DESIGN INTENT FOR A WOOD STUDS, SEE PLAN POST. PROTOTYPICAL STARBUCKS STORE (WHICH IS P.T. 2x 11. PROVIDE(2)#4 x 3'-0" BARS AT RE-ENTRANT CORNERS. SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. TYP. 1Z 1/2" DIA. WEDGE ANCHORS @ 32"O.C. NEITHER PARTY SHALL HAVE ANY OBLIGATION (4 1/4" EMBEDMENT) 12. EXISTING STRUCTURAL COLUMN TO REMAIN. NOR LIABILITY TO THE OTHER (EXCEPT STATED (E) SLAB TO ABOVE) UNTIL A WRITTEN AGREEMENT IS BE DEMOLISHED EXIST. SLAB, SEE PLAN FULLY EXECUTED BY BOTH PARTIES. _ INTIM _f____. . . STARBUCKS TEMPLATE VERSION 12017.11.03 iA.----- - ("11-1----- EXIST.THICKENED SLAB,V.I.F. 9 /L' 10'-8 1/2" / 9'-4 3/4" GPD Engineering and Architecture / Professional Corporation ~` EXIST. FOOTING, 520 SOUTH MAIN ST. SUITE 2531 V.I.F. AKRON, OH 44311 P: 330.572.2100 F: 330.572.2101 TYP. 4 GPD PROJECT NO: 2016355.20 SECTION 10 -1101 _ 0 Scale. 3/4"= 1'-0" CI 5 V C T U f�,i4 0 ��p PROBES 0 5-110 040)1 ��GIN k-L. sio2 --I _ _ _ _ _ _ _ _ 85692PE 7- 0 0 - 1 IGI ,\ .III g — — — a.REGON rd N ; �Y13,20' 06/21 /1 Illi i w TYP. 7 0 EXPIRES:06/30/19 QeG (111 TYP. T = TYP. 3 TYP. T T Y I -1101 J 0 a) CO T U a. Co - Q [ o i H a. WI 2 L vCO 12 cz 0 a LLN o) IC;;M 2 u) Q rn Lu c 2 p o a" O N W W( 0 Q o 7.3 o C7 00 J a. H a E— 5 — STORE #: 3366 Q PROJECT #: 11071-036 o ISSUE DATE: Permit 06.07.2018 T DESIGN MANAGER: NEHA RENGARAJAN a) T LEEDO AP: 0 PRODUCTION DESIGNER: GPD GROUP CHECKED BY: TOM CONNER Co — E L Revision Schedule Rev Date By Description a) D 0 21-1 fl L0 SHEET TITLE: Cl. FOUNDATION PLAN AND N 2' 4' 8' DETAILS - FOUNDATIONT. SU0 AS SHOWN co ZS Scale: 1/4"= 1'-0" scaie:lr4°_ -o° SHEET NUMBER: N 0 CV C0 S-1101 T/PARAPET DETAIL KEY NOTES 1.-... = ( SEE ARCH. DWGS. ROOF PLAN NOTES 4=111)04 1 1. 1/2"x 4 TAB PLATE. CONTINUOUS SPACER, i (2) 16d COMMON NAILS A. FOR STRUCTURAL GENERAL NOTES AND DESIGN CRITERIA, 2. 5/8" DIAMETER ROD WITH 3/4" DIA. PIN AND#2 CLEVIS EACH END. TYP. (F.V.AND MATCH TJI EACH SIDE SEE SHEET S-0001. - .. .. 3. 4x10 BLOCKING WITH SIMPSON L30 TOP AND BOTTOM. TOP CHORD THICKNESS1 1 B. EXISTING ROOF CONSTRUCTION: AT THE TIME THE 4. 3/8"TAB PLATE.ANGLE TO MATCH ROD. 2x6 EACH SIDE DRAWINGS WERE PREPARED, NO INFORMATION WAS 5. MC12 WITH (2) 1/2"DIAMETER x 4"LONG LAG SCREWS AT 24"O.C. FULL ] OF JOIST AT 24"O.C. AVAILABLE REGARDING THE EXISTING ROOF CONSTRUCTION. LENGTH. (PROVIDE 4x10 BLOCKING WITH SIMPSON L30 TOP AND EDGE NAILING IT HAS BEEN ASSUMED THAT THE EXISTING ROOF BOTTOM IN BETWEEN WALL STUDS). 2x4 CONTINUOUS LEDGER WITH CONSTRUCTION CONSISTS OF PLYWOOD SHEATHING OVER 6. STEEL ROOF DECK, SEE PLAN. (2)2x6 CONT. DBL. TOP PLATE ROOF SHEATHING (4) 10d COMMON NAILS EACH WOOD JOISTS SPACED AT 24"O.C. BASED ON SIMILAR 7. MC12+ L2x2, SEE PLAN. STUD, TYP. PROJECTS OF THIS NATURE. THE CONTRACTOR SHALL VERIFY 4 lik 8. HSS 4x2, SEE PLAN. A T/ROOF SHEATHING THE TYPE OF ROOF CONSTRUCTION AND REPORT ANY 9. HSS 2x2, SEE PLAN. MATCH EX. PARAPET HEIGHTS Z , . , , > . l , ' T -�-� DISCREPANCIES TO THESE ASSUMPTIONS TO THE E.O.R. 10. WOOD BEAM/HEADER, SEE PLAN. r_- 18 PER ARCH. Z .".. PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL 11. PL 3/8 x 8 x 8 WITH (4) 3/8" DIAMETER x 4" LONG LAG SCREWS. ' ' PERFORM A FIELD SURVEY TO MEASURE AND DOCUMENT THE ©2017 STARBUCKS COFFEE COMPANY 12. EXISTING WOOD JOIST. 18 I ROOF STRUCTURE IN THE AREAS OF NEW WORK, AND PROVIDE 13. 2x10 JOIST WITH (8) 16d NAILS TO JOIST AND (6) 16d NAILS TO 2" SEE PLAN 5 3/4" THE INFORMATION TO THE E.O.R. FOR FURTHER ENGINEERING STARBUCKS COFFEE PARAPET STUD. EVALUATION. ATA MINIMUM, THE CONTRACTOR SHALL 14. 2x6 PARAPET/WALL STUDS AT 1'-0"O.C. MAX.,ALIGNED WITH JOISTS. � �y PROVIDE THE FOLLOWING INFORMATION: OVERALL LAYOUT OF COMPANY 15. CEILING FRAMING-2x4 AT 16"O.C. THE ROOF FRAMING; THE DEPTH OF THE PRIMARY FRAMING MEMBERS; THE SPACING OF THE PRIMARY MEMBERS; AND THE 2401 UTAH AVENUE SOUTH 16. SIMPSON LUS24. PROVIDE LEDGER AT WALL STUDS w/(2) 16d NAILS 0 I <TYP. SPAN OF THE FRAMING MEMBERS.INTO EA. STUD. 3/16 a SEATTLE, WASHINGTON 98134 17. WOOD STRUCTURAL PANEL ROOF SHEATHING, SEE GENERAL NOTES. c PLAN KEY NOTES (206) 318-1575 1\ 18, WOOD STRUCTURAL PANEL WALL SHEATHING, SEE GENERAL NOTES. - 2x8 EA. SIDE. TYP. 19. SIMPSON A35 CLIPS N.S. & F.S.AT EACH JOIST/STUD. O ATTACH TO TJI EA. SIDE THESE DRAWINGS AND SPECIFICATIONS ARE 20. SIMPSON H3 TIES AT EACH JOIST/STUD. iv 11MIW_! 1. ASSUMED EXISTING 16" DEEP TJI JOISTS AT 2'-O"O.C.V.I.F. _ ► Vie WITH (10) 10d NAILS CONFIDENTIAL AND SHALL REMAIN THE SOLE _ 0 0 �I ROOF JOIST PROPERTY OF STARBUCKS CORPORATION, 2x4 AT 24"O.C. EA. SIDE 2. EXISTING ROOFTOP MECHANICAL UNIT. WHICH IS THE OWNER OF THE COPYRIGHT IN N i I. 1 1314' PER PLAN {4) 16d NAILS EACH SIRE THIS WORK. THEY SHALL NOT BE � I OF EACH CHORD 3. EXISTING ROOF HATCH. �� SIMPSON A34 CLIP, TYP. REPRODUCED(IN WHOLE OR IN PART), SHARED . .r I • Y SECTION AT SCREEN WALL 4. STEEL ROOF DECK, SEE GENERAL NOTES. WITH THIRD PARTIES OR USED IN ANY MANNER 1, I s !IN; - I <TYP. = ON OTHER PROJECTS OR EXTENSIONS TO THIS 2'-8" A 1 3/16 ;:) Scale: 1" 1'-0" PROJECT WITHOUT THE PRIOR WRITTEN 14 = ....---11 5. SEE KEYNOTE 13, SECTION 2 THIS SHEET. U ("�;� I CONSENT OF STARBUCKS CORPORATION. 19 f 13 \ 1 ¢ l ►� THESE DRAWINGS AND SPECIFICATIONS ARE / \\4, 2x6 CONT. 6. FIELD VERIFY NEW WINDOW DOES NOT INTERFERE WITH EXISTING 7 INTENDED TO EXPRESS DESIGN INTENT FOR A BLOCKING TAB PL-CL 1-1-I II I HEADER. IF NEW HEADER IS REQ'D PROVIDE PER PLAN. PROVIDE END w PROTOTYPICAL STARBUCKS STORE (WHICH IS 12 15 I i 3/16, HSS cn I,IIII CONDITION PER DETAIL 5 THIS SHEET. SNOT CT TOECHANGE CT ACTUAL ANYTIME)NAND DO 1( A Q r SEE ARCH. DWGS ) 7. NEW EXTERIOR WALL FRAMING TO MATCH SIZE (2x6 MINIMUM), SPACING, U SITE CONDITIONS. f (2)2x6 CONT. DBL. TOP PLATE NEITHER PARTY SHALL HAVE ANY OBLIGATION R 2" , r AND CONSTRUCTION OF EXISTING WALL FRAMING. USE STUDS WITH ��• I NOR LIABILITY TO THE OTHER (EXCEPT STATED r dNT7; 2p PROPERTIES SHOWN IN THE GENERAL NOTES ON S-0001. PROVIDE A 2x8 VERT. EA. Na� ll, - �� r•�+� ABOVE) UNTIL A WRITTEN AGREEMENT IS SIDE PER _z ��, iv MINIMUM OF(2)SIMPSON A35 CLIPS FROM JOIST TO DBL. TOP PLATE. III(It �T © ® -.- FULLY EXECUTED BY BOTH PARTIES. DETAIL 3/S-1501, W t 2 SIMILAR7 ( II! IL O $. PROVIDE(2)2x8 BLOCKING WITH SIMPSON HUS28-2TF EA. SIDE AT WALL STARBUCKS TEMPLATE VERSION 12017.11.03 �i/ RETURN. PROVIDE 2x8 VERTICAL STUDS AT TJI PER DETAIL 6/S-1501, SIMILAR. <TYP. 0 3/16 <TYP, 0 4103/16/ s 2x6 CONT. BLOCKING 9. OUTLINE OF NEW SOFFIT BELOW. COORDINATE WITH ARCH'L. 14 19 0 \ <TYP. 10. TIEBACK ROD. SEE DETAIL 2/S-1501. ANGLE-CHANNEL R 3/16/ 11. 6x6 POST PER DETAIL 4/S-1501 AT OPENING AND ENDS OF CANOPY STEEL. 9#4 . 3/16 1-12 ` 12 G�D El] [l1�IsC[l� [1 ACC l�6C lire SECTION AT DT WINDOW 'S 5 6 7 si � � rt; 0Scale: 3/4"= 1'-0'" I O 0 0 SEE ARCH. DWGS ' WALL FRAMING A35-TYP. EACH STUD 16d NAILS AT 24"O.C. 520 SOUTH MAIN ST. SUITE 2531 SEE SEE SEE r PER PLAN TO BEAM AKRON, OH 44311 ( } P: 330.572.2100 F: 330.572.2101 " 7 / = z ■, GPD PROJECT NO: 2016355.20 ARCH. ARCH. ARCH. w I ---.0 111M /4 BEAM (PER PLAN) - MC12x10.6 w/L2x2x1/4 - (3) KING STUDS, TYP. S�RU CTU R,g4 2x WOOD PLATE T&B w/(2) D PROF 10 10 0 0 MITERD 16d AT 6" O.C. TO BEAM �• -`-' INE ,`SS'i N. 3/16N <CORNEER c�� F,�, 02 - co ' M M co LAG SCREWS INTO POST AT ` - T/BEAM 85692PE �r o N x O cx o N <MITERED CORNER END. CONT. BLOCKING SHOWN 3/16 6 00 CIV Vx- NN PER DETAIL NOTE 5. TYP ;�, U 0 TYP -,/`- < ANGLE-CHANNEL dilb REGON ("6 n 3 = _ 2 11 3/16 1-12 \ (3) 16d NAILS Ntk c0 TYP. (3) 2x8(AT NEW WINDOW) 5 -ISS 2x2x3/1: 5 CENTERED ON STUDS '1 '13,20 06/21/18 0. 5 (.-15:()I ' 4111 MC1. " S-15t� O 4 SECTION �Of/NtQ. KPhP� - E I\5-1501 / � \,_.- N �1 (3)-2X11 o I Scale: 3/4" 1 -0 bib EX 06/30/19 L.1 ,. _ 47.7_...7-� _,..,_.............._,.......,....,.,.,...,....,........ ' ■ m.... --......_ R. ...,.. - _- STEEL CHANNEL WHEREEXPIRES: [Y ) - _. -..._.-._._ _.__I...___c'4 _ - (3)-1.75x7.25 LVLEACH 16d NAILS TO Q _ OCCURS NOT SHOWN. (2)JACK STUDS, HEADER PLY yl 3 SEE DETAIL 2/&1501. TYP. Y } 9'-3112" W I 6'-0" I V 4 TYP. BEAM END CONNECTION Q '• S-1501 U / Scale: 1"= 1'-p" j1501 S-15[71 N 6 2x8 BLOCKING TO EA. TJI w/SIMPSON m -1501LD O LUS26 HANGERS EA. END. PROVIDE 2x8 F. 18 VERIFY DEEP JI JOISTS W = 2DETAIL 3 5-16010SIMIOLARECTING TJI PER ( ) Ch /�� '=, © Ct LL N cs) I N -n coM (, .::... ,, .�4.,,.: \ [ __ SIMPSONA35 U U CD EtI N ft, `+ _ .. ..._._-..._... N.S. & F.S. N 1111 •- F R (SD �y�,��M ['�- F oresexamagramenamema �:". fi% .....E \VL F. '�"' = i' - 2x6 VERT. STUDS O J ;. -W :::...r.._w... ., J - 16 O.C. a a r +• STORE #: 3366 - 2x4 KICKER AT EA.VERTICAL w/(4) PROJECT #: 11071-036 . 1\ ,77---- 10d NAILS AT EACH CONNECTION (ALTERNATE DIRECTION) ISSUE DATE: Permit 06.07.2018 0 I 0.- \ DESIGN MANAGER: NEHA RENGARAJAN 0 �� . . ....._.......J - - - - \ ED UC NER LE P: CO ' PRODUCTION DESIGNER: GPD GROUP �� \ CHECKED BY: TOM CONNER C2 E \ + +\ SEE ARCH'L DWGS Revision Schedule E ; L _ \k____--3 FOR DIMENSIONS. J - , t_ - Rev Date By Description + + \ + + (3)-2x8(IF REQ'D NUMBER TYP. OF PLIES TO MATCH WALL SHEET TITLE: M 5 a. THICKNESS) 0 M.-2' 4" ROOF FRAMING PLAN in S-1501 (j--- 6 Scale:1/4"=1'-0" 2x4 WOOD FRAMING w/(4) 10d AND DETAILS ni NAILS AT EACH CONNECTION, - TYP, SCALE:AS SHOWN o ROOF/CANOPY FRAMING PLAN lF { _ _ __ -__ _ - . - y-- TYP. SOFFIT DETAIL SHEET NUMBER: N scale: 1/4"= 1'-0" Scale: 1 1/2"= 1.-0" 5-1501 \: ARCHITECTURAL NIktf •::.y` SHEET NOTES SITE PLAN NOTES .y` i yam ` `-- 1. REPAIR ASPHALT AS NECESSARY FOR SMOOTH FINISH, A. REFER TO EXTERIOR ELEVATIONS ON SHEET A-2001 "' '••' / ",,N, TYPICAL AROUND DRIVE-THRU AREA. FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. / / \ REFER TO ELECTRICAL PLANS FOR ELECTRICAL // r \N__/,' 2. REPAIR BROKEN AND DAMAGED CONCRETE CURBS AS REQUIREMENTS. /' / NECESSARY. TYPICAL AROUND THE DRIVE-THRU AREA. �~ - - Y w' B AND LEED REQUIREMENTS. ED PER ZONING CODE "-x y`f - / LANDSCAPING TO BE PROVIDED ,% * _ `' ` — °� � � � � � '�' � � � `'��:�,,, /t 3. RELOCATE AND RE-INSTALL (E)VEHICLE DETECTOR M - W . __"__... 1ti•,. / LOOP. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE r �' s� "°"- ""- " -"" .• - ;i` : ` :: x ".'_ ...-."---, 1 a `;} �'�: DETECTION LOOP, WIRELESS COMMUNICATION AND ' ' 1 / i ' ``, _ \: 4. APPLY NEW DRIVE-THRU GRAPHIC TO GROUND AS MONITORS COORDINATED BY STARBUCKS ©2017 STARBUCKS COFFEE COMPANY I \N, INDICATED. CONSTRUCTION MANAGER. REFER TO ELECTRICAL o -� € O5 \ SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. STARBUCKS COFFEE 1 1� ,4 - 5. EXISTING TRASH ENCLOSURE TO REMAIN. " '�� ' "`� \` �% D. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETE COMPANY 6. (E) ELECTRIC METER AND CT CABINET. PAVING THE LENGTH OF THE DRIVE-THRU LANE, I '''-z''-:•;�y� �\ N EXTENT TO INCLUDE DRIVE-THRU WINDOW 2401 UTAH AVENUE SOUTH i } \ o , \ ,, 7. (N) METAL CANOPY. STANDING PAD. SEATTLE, WASHINGTON 98134 ' Ji 4 `••...,.,:,...____,,.1../-/•• _ _ -1 D2 0 \ \ \ 8. SITE LIMIT OF WORK LINE. E. GENERAL CONTRACTOR TO APPLY CONCRETE (206) 318-1575 +, '� SEALER TO ALL EXTERIOR CONCRETE PATIO AND ;° �.....\ „ \ 9 (N) SCREEN WALL ON EXISTING POLES TO MATCH NEW WALKWAY SURFACES. THESE DRAWINGS AND SPECIFICATIONS ARE ;:i. w S 14324 `` 1 '. BUILDING RAINSCREEN (GC). SEE 11A-1D02 & 21A 1D02 CONFIDENTIAL AND SHALL REMAIN THE SOLE -1 �o �,. ,; s \\ F. SEE SHEET A-5001 FOR ARCHITECTURAL SITE PROPERTY OF STARBUCKS CORPORATION, L J ` , i 11 10. PATH, ENSURE ADA CLEAR PATH TO ENTRY DOORS. DETAILS. WHICH IS THE OWNER OF THE COPYRIGHT IN I II "v 4 14 l j THIS WORK. THEY SHALL NOT BE ¢ -1002' �4 1002 , it 11. (E) DIRECTIONAL SIGN TO REMAIN. REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER i T '+,, rI, i ;f} 12. (E) DRIVE-THRU EQUIPMENT TO REMAIN. s , ii j i, OTHER 1 S 14323 '� '� ',{ il fJ ! •'�3 O GONSENTOFJS ARBUCKSCOR ORATIONHIS PROJECT WITHOUT THE PRIOR WRITTEN ' Y 14324 O i; i r 13. REMOVE SCUPPER FROM GUTTER AND DRAIN INTO�` I� � t i1 PLANTER AREA ONLY. THESE DRAWINGS AND SPECIFICATIONS ARE 1� :l r+ I -- -._ _ _.__.._._ _ -_ — j ,-...-•. ____ }3 si z } INTENDED TO EXPRESS DESIGN INTENT FOR A ',; t �j, •sJ I rl 14. (N) OUTDOOR FURNITURE PROTOTYPICAL STARBUCKS STORE (WHICH IS ;'C*r. 's'�.' ,.� -,.xt.�_ �f?> w. v,e .yzr. uo"e- &x.;o: k:7.i _i.°. tim,. Se�.: :`;�3;'' a'Y' '-y�:Y. &�:-, „r'L` ail,. xs �•. .�^le A ' \ ✓ .\�. A" k- e u. r. iii ;. o �- r S 'y \= ,� = m ,s ,, m ,, o. a a• r ;,� a: 'srd. ,: ['3] i? 1 tt SUBJECT TO CHANGE AT ANYTIME)AND DO sA:. 'en.$=',u., �.Pai-'sFYi x{;„` r.: '6�;E.. ,�.. .s• ,.>" �za1- ''' ,.'i:4.'''�1�:~ fin;, .,;�. -.k:. >,ra'p' ��. ; ..�,.�.. ',v.. :f., : -gar ^�s.�, •'•:Fs .4, 3, .:,a:- :�.tr ic`�= ,j f� i ., 15. (E) OUTDOOR PLANTER TO REMAIN. NOT REFLECT ACTUAL SITE CONDITIONS. �. . /� 's i ii NEITHER PARTY SHALL HAVE ANY OBLIGATION _ o ,`, J?\,\ '-,k".-. i f 16. (E) PAVEMENT GRAPHIC TO REMAIN, TYP. NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS I..'s 'r 17. (E) PATIO PONY WALL TO REMAIN. FULLY EXECUTED BY BOTH PARTIES. ,,,,,,,;,:::::7.:.,...:::::::,,,..„.„, 1.1,1.1,1 1 En (�- -- <(/'' 2D d 0 HI i, STARBUCKS TEMPLATE VERSION i2017.11.03 �' ..... �I 6 0 #•{�r{ ! �� ` `{{� �i! 18. (N) DRIVE-THRU BUMP-OUT. '-1002 O O© 3' 7 314" i #{ �f 19. (E) BIKE RACK TO REMAIN. A...,...„,...,,,„„„, _7_ _ _ YX50001 25 [' { i! - T �� #i # 13 201;1 il . (E) DRIVE-THRU GRAPHIC TO REMAIN. i!i i 11 21. (E) GAS METER. EDI 1 o � ' ' 3 I ' ; 23. (E) UTILITY VAULT. A.A.. GPD Engineering and Architecture $ -. I ® t 1-- 1002 I i j ■ r c I I / , 1 .. # ? 24. (E) TRANSFORMER. Professional Corporation 14 3' -2" ; i O i I 11 520 SOUTH MAIN ST, SUITE 2531 •.. / 'I '.. # j 25. (N) SITE BOLLARD BY LL. AKRON, OH 44311 d __, ! # II P: 330.572.2100 F: 330.572.2101 `` CO i i; GPD PROJECT NO: 2016355.20 e. !I: f 11 A-2003 © A-2002 _' ,.. .): : !j cK =__:1 I ' /aka- C OD j -Q__°) @,,i`:: C7 MARK S:'ILOPT:K" � � ,�:' iAl 4: [ ii AKRON, OH ' I f ! ei • NO. 603; • .', .'sI v i'..:., / gro 0 i I ogal 1 V 1 If Q �I f i IIII tP / E \ \\ \ �4 k o i __}I ___ m �i # lil I F • \ 10 if i i —--- .._ _.._% o ---------------- - - - ----- r If ' ; m I ,.�F 23 A-2D02 i iiI ii �` W o 1116116, I is I SI LL Q ,,-��'��,,i`;.V _-.lam r .._� i.. �l} „R ' :.�'•':`�4 f t' - \�� F — i h.t W i as g 4 4 0:� :o • \ o -1002 �A-1 ooz — U_ Cr) 12 as 3 � � o , o m LLN N't <K<<-• ' Y 14323 4 ,;( </\<-11 Y 14323 40 0 U O co /`r 16 fY LL LL fm ' 14324 4 0 04 Z Q (/� ❑ 16 1 DD -Y >>> U Q U O cum `J 01432 4 O O U-I Lc) O E I „.' , f y--... ..,� i O Ct LL 1 rJ11 H a STORE #: 3366 0_ II PROJECT #: 11071-036 . ISSUE DATE: Permit 06.07.2018 �,i ' %' ! DESIGN MANAGER: NEHA RENGARAJAN Alcn -- 1 % .PS- .•. LEED'O AP: e T t \ '• , yy PRODUCTION DESIGNER: GPO GROUP C:I \> >.f_.. as �.. _ i ..i'- u) { k'`. ? CHECKED BY: TOM CONNER ' \ 'Sr h :, +� E ;: ' Revision Schedule ;n � , -�„-�- \, , ....,- ) ; Rev Date By Description N 1 SHEET TITLE: 11 • ARCHITECTURAL SITE ed N PLAN 0) 1ST FLOOR - ARCHITECTURAL SITE PLAN G 1 '°n Scale: 3/32" = 1'-0" SCALE AS SHOWN CS 0Scale 3132"=1'-0" a SHEET NUMBER: N o N_ iikir, "Alir '1111TO 1111L ©2017 STARBUCKS COFFEE COMPANY STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN 9'-1 MIN CONSENT OF STARBUCKS CORPORATION. _ i THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A 10'-1 MAX. CLR 2 _2 PROTOTYPICAL STARBUCKS STORE (WHICH IS 4\\\\\.\ ix \\ SUBJECT TO CHANGE AT ANYTIME)AND DO _ NOT REFLECT ACTUAL SITE CONDITIONS. 1' -6"\ z \ E j E NEITHER PARTY SHALL HAVE ANY OBLIGATION E 1 E NOR LIABILITY TO THE OTHER (EXCEPT STATED 3 / •• 1 oo Li-) ABOVE) UNTIL A WRITTEN AGREEMENT IS 10D2 ;� \\ \ N FULLY EXECUTED BY BOTH PARTIES. \v � yvyv YI CONCRETE INFILL AT STARBUCKS TEMPLATE VERSION 12017.11.03 l WINDOW BUMP OUT 1 IAfflowift:,:„,, CONCRETE CURB BOLLARD 1 WINDOW PER PLAN I „ I Ate;‘). PLAN _/\/_________ z -"----------------------__ DETECTOR LOOP EDGE GPO Engineering and Architecture 7 CENTERED ON SPEAKER Professional Corporation CONTROL BOX �N. n w I d POST 2" (50mm) BELOW II n \ z D FINAL GRADE IN 520 SOUTH MAIN ST. SUITE 2531 II II o in m CONDUIT OR SAWCUT. AKRON, OH 44311 TENANT II II . VECHILE LOOP ASPHALT OR U ROUTE (1) CONDUIT TO P: 330.572.2100 F: 330.572.2101 11 11 \ 2" / DETECTOR CONCRETE BY LLA DRIVE THRU POS AND GPD PROJECT NO: 2016355.20 JJ �� EQ •�/ EQ TERMINATE NEAR TIMER � / / SIGNAL PROCESSOR [� a. "_ (TSP). VERIFY NO METAL ::',AD44,:ii.• f� CONDUIT FORM . _ -. .. , : `_,�: .• BOLLAR IN SLAB WITHIN 36" MARK . LC)Prlt s n _ (915mm]OF LOOP. Cr INSIDE BUILDING _ V N �-� v GRAVEL AND r E AKRON, OH ,� LOOP SAND 7 of . 6 M SUPPOR . L -* WINDOW PER �1 ��++/rr�� J 18 112" PVC 2" LONG A-A SECTION PLAN 0 /2 / cti TUBING c� 90 DEGREE ELBOW FOR 112" PVC TUBING \ - �c INTERIOR FINISH GRADE ellY\ D 12 -18 _ 5' 0 Y� o f --E-. \ E '� E EXTERIOR FINISH ' .7 1/2" PVC 3" LONG TUBING € a, ��, o GRADE W in �- .._,L_ _ \ Q LEAD -- \ \ I WIRE PREFAB IF ORDERED LOOP `° al Y SLOT 1.5' WIDE BY 5' LONG - ► 0 ELEVATIO CC U O STONE CURB % \- COUPLING v FOR 1/2" PC 0...PLAN VIEW TUBING l� Q a) L DT SENSOR LOOP DETAIL 6 DTE - DRIVE THRU WINDOW BUMP-OUT W = 2 Scare: 12"= 1'-0' scale 1/4"= 1'-0" U 2 Et — N al cn Q E5 N w In "" � 6 2 ❑ ,, O o z U) 0 0 a) Q v 0Q Li \ .,„7- . -- ADJUST DETAIL AS / 1' 6" / 1' -6" / W r n Lo ��11�� REQUIRED BY MANUF. O _ O V O , , FOR ILLUMINATED 0_ co BOLLARD Q H d r a� ` - ' STORE #: 3366 `4 � 6" ROUND STEEL PIPE N PROJECT #: 11071-036 -" ,,, PAINTED ISSUE DATE: Permit 06.07.2018 `r DESIGN MANAGER: NEHA RENGARAJAN ❑ f I a SEALANT ° LEEDD AP: -10 '* _ PRODUCTION DESIGNER: GPD GROUP CHECKED BY: TOM CONNER p- �� I 1=111=111=1( � _ rl 11=1 1=111= _' z .,.b:. iI I it __ . _— _ Revision Schedule E - ,_ ». it 111 —I• l! III—I L I—III—III_ wl I1� I —I I ''-- 111-=', IIIIII= :III—_ FINISH PAVINGki1411 v = Rev Date By Description u) ' III=1a . --, 11=111E SURFACE I-III: 9 I - I RESYSTA PROFILE 2.5 MM RESYSTA VENEER 11E-t-4,°.. - OPTIONA (j END PART (BONDING) CONCRETE FILLED L SEAM \ RESYSTA RESP340612 ° . - e " • ' : SHEET TITLE: a '�`- `°: ARCHITECTURAL SITE 00 .k N DTE - WAYFINDING GRAPHIC DETAILS \ RESYSTA PROFILE TYPICAL RESYSTA PROFILE CLOSING END SITE - BOLLARD DETAIL - BY LL ARROW - DOUBLE SCALE: AS SHOWN oD 4 -- scale- 1" = 1'-0" © scale': 1"= 1'-0" © Scale: 314"= 1,-0" Scale: 1/2"= 1'-0" T 0 SHEET NUMBER: N 0 N A-1002 SHEET NOTES SHEET NOTES SHEET NOTES DEMOLITION FLOOR PLAN NOTES *Ikte 1. REMOVE (E) CAFE FURNITURE. 22. REMOVE (E) PASTRY CASE. 41. REMOVE (E) FAUX COLUMN, PATCH AND REPAIR A. IF DURING DEMOLITION CONDITIONS ARE REVEALED *IF ..4;-. 11Ik FLOOR AND CEILING AREA AS NEEDED. THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR 2. REMOVE (E) CONDIMENT CART. 23. REMOVE (E) CASEWORK AND SAFE. PRECLUDE FOLLOWING DESIGN INTENT, GENERAL 42. (E) STRUCTURAL COLUMN TO REMAIN. CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION 3. REMOVE EXISTING WALK OFF MAT AND PREPARE 24. REMOVE BACKBAR CASEWORK AND COUNTERTOP, MANAGER IMMEDIATELY. SLAB AS REQUIRED FOR INSTALLATION OF NEW TYP. ALL. 43. RELOCATE (E) FIRE EXTINGUISHER WALK OFF MAT. ENSURE MINIMUM 4' EXTENSION. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE 25. REMOVE (E) WALL MOUNTED CASEWORK, TYP.ALL 44. REMOVE (E)WIRE SHELF. INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL 4. REMOVE (E) TWO COMPARTMENT SINK INCLUDING SCOPE OF WORK. APPURTENANCES. 26. RELOCATE (E)WARMING OVEN. 45. LOCATION OF (E) ELECTRICAL PANEL. SEE ELECTRICAL DRAWING. C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR AS ©2017 STARBUCKS COFFEE COMPANY 5. REMOVE (E)WALL TILE AND WALL BASE 27. REMOVE (E) GRINDER & SCALE. REQUIRED TO PROVIDE A SMOOTH, PAINT READY THROUGHOUT. 46. REMOVE (E) WINDOW. EXISTING LINTEL ABOVE TO FINISH. STARBUCKS COFFEE 28. REMOVE (E) COFFEE WARMER PAD AND SHUTTLES REMAIN. (N) INFILL TO MATCH EXISTING WALL 6. REMOVE (E) CHAIR RAIL, WAINSCOT, WALL FINISHES AND SALVAGE FOR RELOCATION. CONSTRUCTION AND ADJACENT FINISH D. DEMOLISH EXISTING WALLS AND DOORS AS DIRECTED. COMPANY AND WALL BASE THROUGHOUT. 29. REMOVE (E) BLENDER AND SALVAGE FOR 47. REMOVE (E) ENTRY DOOR AND TRANSOM ABOVE. E, DEMOLISH EXISTING FLOOR FINISHES AS DIRECTED. 2401 UTAH AVENUE SOUTH 7. REMOVE (E)ARTWORK. RELOCATION. REPAIR OR REPLACE SUB-FLOOR AS REQUIRED TO SEATTLE, WASHINGTON 98134 48. REMOVE (E)WINDOW. PROVIDE AN EVEN WALKING SURFACE/FINISH FLOOR 8. REMOVE (E) TILE FLOOR THROUGHOUT. 30. (E) MOP SINK, WATER FILTRATION AND WATER CONDITION. (206) 318-1575 HEATER TO REMAIN. 49. REMOVE (E) EXTERIOR BENCH. , 9. (E) MANAGER WORKSTATION TO BE RELOCATED. F. DEMOLISH EXISTING GYPSUM WALL BOARD, CEILING THESE DRAWINGS AND SPECIFICATIONS ARE 31. (E) MIRROR, PLUMBING FIXTURES AND ACCESSORIES 50. (E) BIKE RACK TO REMAIN. TILE, GRID AND/OR OTHER CEILING FINISH AS CONFIDENTIAL AND SHALL REMAIN THE SOLE 10. (E) DATA RACK TO REMAIN. TO REMAIN. REMOVE (E) SCONCE AT RESTROOMS. DIRECTED TO PROVIDE FOR NEW CEILING READY PROPERTY OF STARBUCKS CORPORATION, 51. REMOVE (E) OUTDOOR FURNITURE, TYP. CONDITION. WHICH IS THE OWNER OF THE COPYRIGHT IN 11. REMOVE (E) UNDERCOUNTER REFRIGERATOR. 32. REMOVE (E) TANK STORAGE RACK THIS WORK. THEY SHALL NOT BE 52. (E) UMBRELLA AND UMBRELLA BASE TO REMAIN. G. DEMOLISH EXISTING WALL FINISHES AS DIRECTED. REPRODUCED (IN WHOLE OR IN PART), SHARED 12. REMOVE (E) UNDERCOUNTER REFRIGERATOR AND 33. REMOVE (E) DISHWASHER AND PRESERVE FOR WITH THIRD PARTIES OR USED IN ANY MANNER SALVAGE FOR RELOCATION. RELOCATION. 53. (E) 1-DOOR REACH-IN FREEZER TO REMAIN. H. REMOVE EXISTING LIGHT FIXTURES, EQUIPMENT AND ON OTHER PROJECTS OR EXTENSIONS TO THIS POWER LINES AS DIRECTED. PROJECT WITHOUT THE PRIOR WRITTEN 13. REMOVE (E) MERCHANDISE BASKETS AND CUBES. 34. REMOVE (E) METRO STORAGE RACK AND SALVAGE 54. REMOVE (E) ICE BIN AND SALVAGE FOR CONSENT OF STARBUCKS CORPORATION. U.N.O. FOR RELOCATION. RELOCATION. J. REMOVE EXISTING PLUMBING FIXTURES AS DIRECTED. THESE DRAWINGS AND SPECIFICATIONS ARE CAP LINES AS DIRECTED FOR THOSE NOT BEING INTENDED TO EXPRESS DESIGN INTENT FOR A 14. REMOVE (E) MERCHANDISE BAYS. 35. REMOVE (E) 1-DOOR REACH-IN REFRIGERATOR AND 55. REMOVE (E) CUP CADDY AND SALVAGE FOR RE-USED. PROTOTYPICAL STARBUCKS STORE (WHICH IS SALVAGE FOR RELOCATION. RELOCATION. SUBJECT TO CHANGE AT ANYTIME)AND DO 15. REMOVE (E) COMMUNITY BOARD. K. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF SIZE NOT REFLECT ACTUAL SITE CONDITIONS. 36. (E)2-DOOR REACH-IN FREEZER TO REMAIN. 56. REMOVE (E) SPEAKER AND SALVAGE FOR OF EXISTING RESTROOM AND LOCATION AND NEITHER PARTY SHALL HAVE ANY OBLIGATION 16. REMOVE (E) NEWSTAND. RELOCATION. CONDITION OF FIXTURES PRIOR TO DEMOLITION OR NOR LIABILITY TO THE OTHER (EXCEPT STATED 37. (E) ICE BIN TO REMAIN. CONSTRUCTION. PLUMBING FIXTURES TO BE RE-USED ABOVE) UNTIL A WRITTEN AGREEMENT IS 17. REMOVE (E) BARISTA CASEWORK AND 57, (E) SPEAKER TO REMAIN. ARE TO BE REMOVED AND PROPERLY STORED FOR FULLY EXECUTED BY BOTH PARTIES. COUNTERTOP. PRESERVE (E) ESPRESSO MACHINES 38. CAP SMALL DRAIN AT ICE MACHINE AND DIRECT RE-INSTALLATION. FOR RELOCATION. DRAIN TO (E) MOP SINK. 58. REMOVE (E) CUBE AND BASKET AND SALVAGE FOR STARBUCKS TEMPLATE VERSION 12017.11.03 RELOCATION. L. LABEL ALL ITEMS TO BE PROPERLY STORED FOR 18. REMOVE WALL FINISHES ALONG BACKLINE. 39. REMOVE (E) GREASE TRAP IN SLAB AND PREPARE RE-INSTALL. FOR INSTATALLATION OF NEW GREASE TRAP. PATCH 59. REMOVE (E) HAND SINK AND SALVAGE FOR 19. REMOVE (E)WALL SHOWN DASHED. AND REPAIR FLOOR AS NEEDED. SEE PLUMBLING. RELOCATION. �.�` Age 20. REMOVE (E) BREWER AND SALVAGE FOR 40. REMOVE AND RELOCATE (E) DRIVE-THRU POS 60. REMOVE (E) SCREEN WALL. PRESERVE (E) POSTS. ITEMS TO DEMOLISH AleRELOCATION. EQUIPMENT, AND DT EQUIPMENT MOUNTED ON WALL ABOVE SINK AND MASTRENA. 61. REMOVE (E) THERMOSTAT AND SWITHES AND FRONTBAR GPD Engineering and Architecture 21. REMOVE (E) POS CASEWORK AND EQUIPMENT. RELOCATE TO SUITABLE LOCATION IN CAFE AREA - PASTRY CASE Professional Corporation SALVAGE EQUIPMENT FOR RELOCATION. -CASEWORK AND COUNTERTOPS SAFE 520 SOUTH MAIN ST. SUITE 2531 19 AKRON, OH 44311 21' 4114" BACKBAR P: 330.572.2100 F: 330.572.2101 r--- - - _i_� 5 CASEWORK AND COUNTERTOPS GPD PROJECT NO: 2016355.20 ® I'._ _ - __- ---_ I -SCALE AND GRINDER �v C946 46 46 4g - h1 I hrli 1 27 2g 38 -(1) ICE BIN �� RCS c _ o __ - MIK I � _ ----- k L k_-__-- Z __I`/ I - I( -(2) HANOD SINKDERCOUNTER COOLING FRIDGE 1c� 1� CD MARK S. S:1T.Of'131{ tc1 # It i Immr-I. F1 I i I AKIt()�, OH w �y � � �0�� ! � _ 1 ! 30 a CAFE ,, \\ I I 1 I I� ( ) I I I ) I I , --1 � 11 I -r ' ! - ---- ---- - MERCHANDISE UNITS ° NO. 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II o I � 0 L-- �J -I L _ -i \ -2-COMPARTMENT SINK INCLUDING APPURTENANCES W 3 /- �'I �� J� ® ! jr-1 -TANK STORAGE RACK rtnii e , n 1 1 L_ I 551 - 36 Q !111!1 11 I. . 11 111111 - -1 . -- ' • I1 °I°T.1 ` L J 0yE-2-4) m _ r- II , II uA �1- - - I , 1 �\ II --- ,telo) 0. 1 / / RESTROOMS LU Li Y --- ___ 1141 n I -_ ■ "1 22 -SCONCES in 1 111111 II/ utl,I, h 51 II 1!11111 ; n I I �m�� 1 4r51 1 41 ---U I *r I ; ' LI ITEMS TO PRESERVE L O V �, 1 III II ` � - -I 1 1 45 � C '(=..2 03°11) = p--r TTS O1 ff I L ii J�- -�- - JL- J FRONTBAR _� POINT OF 0 fl SALE EQUIPMENT Qel 1 I I I i -� 1.1'''''' �I (3) ESPRESSO MACHINES N � -- 1 I �II I / - - LABELERS `" - -- I I l 1 I I ® 0 - PRINTERS W ci u ; Tin I I } !III !I 12 wa ! Il 1111 11 I i I I I I II _ _� 6 8 CUP CADDY C'7 aS _ u I I I II I i �� /j fel • 32 1--7 BACKBAR W U N rit _ _ D I I 1 11 , a --r \ ( ( - BLENDERS C� n R� l I 10 11 _ . . U I . ~ -�� 111111 II I' I} ICHII "" I 1 i II • �� 1 �'' ! 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L_ \ 1 44 - 1-DOOR REFRIGERATOR ISSUE DATE: Permit 06.07.2018 u) -7----- '\-' '\ _ �_-, � � \� III 31 _ * IJ 2-DOOR FREEZER DESIGN MANAGER: NEHA RENGARAJAN a � 1 II 11 . 11 [1 it 11 fl ll II 1 r -1 -1� -� -SANITIZER DISHWASHER LEED'O AP: 31 O r -HAND SINK PRODUCTION DESIGNER: GPD GROUP u) CHECKED BY: TOM CONNER 0 RESTROOMS = ., ___ -ALL PLUMBING FIXTURES AND ACCESSORIES Revision Schedule EE - - Y T Ll;� n BABY CHANGER I Rev Date By Description a) U)) I II I / 1 C15\" . = WALL DEMOLITION LEGEND 50 == ,_r __� kr, 7i E 7 MATERIAL TO BE DEMOLISHED 2 [ W - -1 EXISTING WALL TO REMAIN SHEET TITLE: DEMOLITION FLOOR cV 2' 4' 8' PLAN 4 FLOOR - DEMOLITION PLANSCALE: AS SHOWN 0 I Scale: 14'=1'-0" EDIST CS' Scale 114" = 1'-0" SHEET NUMBER: N O N A-1101 0 DEMOLITION REFLECTED 41(142"711 .1* SHEET NOTES CEILING PLAN NOTES 1. REMOVE (E)WALL, PATCH AND REPAIR CEILING A. IF DURING DEMOLITION CONDITIONS ARE REVEALED = — AND/OR SOFFIT AS REQUIRED. THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL 2. REMOVE (E) PORTION SOFFIT. CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. 1) It. 3. REMOVE (E)MENU BOARDS. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE - 4. REMOVE(E)TRACK LIGHTING AND SALVAGE TRACKS INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL 4 1111i AND HEADS FOR RELOCATION. REPAIR/REPLACE SCOPE OF WORK. 0 EXISTING CEILING GRID AND/OR TILES AS NECESSARY. C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR AS ©2017 STARBUCKS COFFEE COMPANY REQUIRED TO PROVIDE A SMOOTH, PAINT READY FINISH. 5. REMOVE(E)CAN LIGHTING. REPAIR/REPLACE STARBUCKS COFFEE EXISTING CEILING GRID AND/OR TILES AS D. DEMOLISH EXISTING GYPSUM WALL BOARD, CEILING - NECESSARY, TYP. TILE, GRID AND/OR OTHER CEILING FINISH AS COMPANY NECESSARY TO PROVIDE FOR NEW CEILING READY 6. REMOVE(E) PENDANT LIGHTING. PATCH/REPAIR CONDITION. 2401 UTAH AVENUE SOUTH EXISTING CEILING AS NECESSARY,TYP. SEATTLE, WASHINGTON 98134 E. DEMOLISH EXISTING WALL FINISHES AS NECESSARY. 7. (E)CEILING, LIGHTING, DIFFUSERS, ETC. THIS AREA (206) 318-1575 TO REMAIN. F. REMOVE EXISTING LIGHT FIXTURES, EQUIPMENT AND POWER LINES AS DIRECTED. THESE DRAWINGS AND SPECIFICATIONS ARE 8. (E)WALL SCONCE TO BE REMOVED. CONFIDENTIAL AND SHALL REMAIN THE SOLE G. REMOVE EXTRANEOUS EQUIPMENT AS NECESSARY. PROPERTY OF STARBUCKS CORPORATION, 9. REMOVE(E)SECURITY CAMERAS AND SALVAGE FOR WHICH IS THE OWNER OF THE COPYRIGHT IN REUSE. THIS WORK. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), SHARED 10. REMOVE(E)SPEAKER AND SALVAGE FOR REUSE, WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 11. RELOCATE(E) DIFFUSER/GRILLE PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. 12. (E)CEILING TO REMAIN : REMOVE(E)CEILING TILES, THESE DRAWINGS AND SPECIFICATIONS ARE KEEP(E)CEILING GRID. INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS 13. REMOVE(E)ACT CEILING THIS AREA. SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. 14. (E) DIFFUSER TO REMAIN. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED 15. REMOVE(E)AWNING. ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. 16. REMOVE(E) UPPER CABINET IN RESTROOM. STARBUCKS TEMPLATE VERSION 12017.11.03 17. (E) EXIT EMERGENCY LIGHT TO REMAIN. 18. (E)CAN LIGHT TO REMAIN IN RESTROOM. A >> , ,.% .„. 19. REMOVE(E)SENSOR AND SALVAGE FOR y RELOCATION. SEE MECHANICAL. GPD Engineering and Architecture Professional Corporation II II 520 SOUTH MAIN ST. SUITE 2531 II II AKRON, OH 44311 II II P: 330.572.2100 F: 330.572.2101 II 0 GPD PROJECT NO: 2016355.20 II AIATtK S. S:ILOPEI{ 1 0 AKRON, OH ,,� 1 ii ii 1 I _ I _ ° NO. 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D� STORE #: 6 a) © ►I Q � 336 MEL v ii°1 IA IIIIII PROJECT #: 11071-036 ISSUE DATE: Permit 06.07.2018 Q I +� / - _i / DESIGN MANAGER: NEHA RENGARAJAN N / 3E / LEEDO AP: - // T�7T/7 �� 1 i PRODUCTION DESIGNER: GPD GROUP I Q I / I , 16 CHECKED co �,� T /��/��./��/��////��/.�/��/�//�//.�.�/�//./A WALL DEMOLITION LEGEND C C BY: TOM CONNER (.„c, I E o I 0 Revision Schedule MATERIAL TO BE DEMOLISHED tu i 16 Rev Date By Description T c/? / / EXISTING WALL TO REMAIN D 0 0 E 0 T / !�// SHEET TITLE: 0_ �i/ DEMOLITION cotici _ 1ST FLOOR - DEMOLITION CEILING PLAN0 i 2' 8' REFLECTED CEILING co Scale: 1/4"= 1`-0" Scale!=1'-0" _ SHOWN -PLAN 0 SHEET NUMBER: N Co N A-1102 to ,III 41*I iir ....4; "A, SHEET NOTES DEMOLITION ROOF PLAN NOTES1 k 1. REMOVE EXISTING ROOF ABOVE DRIVE-THRU A. IF DURING DEMOLITION CONDITIONS ARE REVEALED BUMPOUT AND PREPARE FOR ROOF REPAIR AND THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR 4 t REPLACEMENT PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION R O 2. REMOVE(E) DRIVE-THRU WINDOW, BUMPOUT, AND MANAGER IMMEDIATELY. Q2o17STARBUCKS COFFEE COMPANY AWNING. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE 3. REMOVE(E) EXTERIOR LIGHT FIXTURES, TYP, INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL STARBUCKS COFFEE SCOPE OF WORK. 4. (E) RTU AND MECHANICAL EQUIPMENT TO REMAIN COMPANY C. FOR EXISTING WALLS TO REMAIN, PATCH AND REPAIR AS 5. REMOVE(E)SCUPPER AND DOWNSPOUT. REQUIRED TO PROVIDE A SMOOTH, PAINT READY FINISH. 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 6. (E)SCUPPER AND AND DOWNSPOUT TO REMAIN. (206) 318-1575 D. DEMOLISH EXISTING WALLS AND DOORS AS DIRECTED. 7. REMOVE(E) SCREEN WALL. THESE DRAWINGS AND SPECIFICATIONS ARE . E. LABEL ALL ITEMS TO BE PROPERLY STORED FOR RE-INSTALL. CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, F. DEMOLISH EXISTING WALL FINISHES AS NECESSARY. WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE G. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER DIMENSIONS AND CONDITIONS PRIOR TO THE INSTALLATION OF THE NEW ROOFING SYSTEM. NOTIFY ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING. CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A H. THE CONTRACTOR IS TO MAINTAIN BUILDING IN A PROTOTYPICAL STARBUCKS STORE(WHICH 1S WEATHER-TIGHT CONDITION AGAINST INCLEMENT SUBJECT TO CHANGE AT ANYTIME)AND DO WEATHER AT ALL TIMES. NOT REFLECT ACTUAL SITE CONDITIONS. r 1 NEITHER PARTY SHALL HAVE ANY OBLIGATION J. CONTRACTOR IS TO VERIFY ALL EXISTING SLOPES PRIOR NOR LIABILITY TO THE OTHER (EXCEPT STATED TO INSTALLATION OF NEW ROOFING. ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. K. ALL EXISTING ROOF TOP EQUIPMENT IS TO REMAIN UNLESS OTHERWISE NOTED. 2 STARBUCKS TEMPLATE VERSION 12017.11.03 I �.../ 2 L / -I ftr4:. rr (� 71 � 0 I ISIS r I I -7 , z Lamm r,' m GPD Engineering and Architecture Professional Corporation I I /fI 520 SOUTH MAIN ST. SUITE 2531 2/I _ _/ P: 330.572.2100 AKRON, 30.572 2101 • I r — GPD PROJECT NO: 2016355.20 , 1 A 1 c., r JJ (,) MARK S. SALOPEK rn /./TT /27- • 0 AKRON, OH a NO. G036 • ` .� 6-k 06/21 /18 u) 11011W i N 0 /0 AlAk ca 1 Int�tr-a-4::;-_._-,',-,7,2,r;'1,•C1 , - 1 T U (L co Q T T Z t6 a / LL. CV co r/ 2 co W < �/ co • e6 • - I 2 d o O Q a Z < 0 c� .....- o d r' J Q', STORE #: 3366 Ir PROJECT #: 11071-036 o / _. _. I _ _v. \ ISSUE DATE: Permit 06.07.2018 u) DESIGN MANAGER: NEHA RENGARAJAN iii PRODUCTION DESIGNER: GPD GROUP 0 WALL DEMOLITION LEGEND CHECKED BY: TOM CONNER cp E MATERIAL TO BE DEMOLISHED Revision Schedule `� Rev Date By Description CCn 1, I EXISTING WALL TO REMAIN D 0 2 SHEET TITLE: °) DEMOLITION ROOF s �, co ais2' 4' 8' PLAN DEMOLITION ROOF PLAN CIISCALE:AS SHOWN Scale: 1/4"= 1'-0" Scale:114°=r-o° Op CID1 TS SHEET NUMBER: N O N A-1103 SHEET NOTES SHEET NOTESBUILDING FLOOR PLAN NOTES *tee lor . -14, 1. EXISTING ELECTRICAL PANELS, SEE ELECTRICAL A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS '"' DRAWINGS. 8. NEW FIXED WINDOW. AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL 2. DRIVE-THRU WINDOW. SEE SITE DETAILS ON 9. EXISTING DOOR TO RECEIVE NEW PAINT TO MATCH DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM 61 A-1002. ADJACENT WALLS, SEE EXTERIOR ELEVATIONS. POINT. 3. INFILL EXISTING OPENING WITH NEW EXTERIOR WALL 10. NEW ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS. B. IF EXISTING EXTERIOR ENTRANCE THRESHOLD TO MATCH EXISTING CONSTRUCTION. ALIGN INSIDE EXCEEDS REQUIRED AMERICAN'S WITH DISABILITY ACT AND OUTSIDE FACE OF WALL WITH EXISTING WALL 11. NEW EXTERIOR STUD WALL CONSTRUCTION WITH (ADA) MAXIMUM HEIGHT OF 112" (10MM), REMOVE AND FINISH. STUCCO FINISH. ALIGN INSIDE FACE OF WALL WITH REPLACE WITH ACCESSIBLE THRESHOLD. RAISED EXISTING WALL FINISH THRESHOLDS AND FLOOR LEVEL CHANGES AT ©2017 STARBUCKS COFFEE COMPANY 4. NEW EXTERIOR RAIN SCREEN WALL CONSTRUCTION ACCESSIBLE DOORWAYS TO BE BEVELED WITH A WITH HORIZONTAL RESYSTA SIDINGWALL . ALIGN 12. NEW RESYSTA CLADDING ON EXISTING EXTERIOR WALL. SLOPE NO GREATER THAN 1:12. STARBUCKS COFFEE INSIDE FACE OF WALL WITH EXISTING WALL FINISH. 13. SCREEN WALL ON VERIFY ALL EXISTING 5. CONCRETE FLOOR INFILL, SEE STRUCTURAL. BUILDING RAINSCREEN (GC). POE SEE 02 &2/A-1002 NEW C. MEET STARBUCKS AND/OR LOCAL OCALE AND FRAMES COMPANY CODE REQUIREMENTS. 2401 UTAH AVENUE SOUTH 6. 3"X4" DOWNSPOUT FROM METAL CANOPY. SEE CIVIL SEATTLE, WASHINGTON 98134 PLANS FOR DISCHARGE. D. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED OTHERWISE. (206) 318-1575 7. INTERIOR PARTITIONS AND FURRING. SEE 1-1103 FOR DIMENSIONS AND ADDITIONAL INFORMATION. E. SEE SHEET A-5002 FOR BUILDING DETAILS. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE F. SEE SHEET A-6001 FOR WINDOW AMD DOOR PROPERTY OF STARBUCKS CORPORATION, SCHEDULES WHICH IS THE OWNER OF THE COPYRIGHT IN A-2003 THIS WORK. THEY SHALL NOT BE G. SEE SHEET A-I-1103 FOR INTERIOR WALL DIMENSIONS REPRODUCED (IN WHOLE OR IN PART), SHARED E AND DETAILS. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN 3' -9314" i, 6' -0" 9'- 11114" 10' -3314" 38' -3" N. / .. THESE DRAW NSENT OF NGS AND SPECIFICATIONS ORE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS 12 SUBJECT TO CHANGE AT ANYTIME)AND DO '-3001 NOT REFLECT ACTUAL SITE CONDITIONS. •-3001 NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED W 14076 © ABOVE) UNTIL A WRITTEN AGREEMENT IS 9 9 FULLY EXECUTED BY BOTH PARTIES. '-5001 '-5001 • STARBUCKS TEMPLATE VERSION 12017.11.03 _/1/1X8001) 8O '-5000 gh I n. ' 0- . 0 -- a i�cy_gr Ji % 11 /.!,,,,,,..,,,m."s,.,„ ::#..x....4.000e", ••••••......,,, / / _ / GPD Engineering and Architecture /////// ////////////////////// Professional Corporation SUITE / 520 SOUTH MAIN ST. 2531 RON t i , OH 44311 O / P: 330.572.2100 AKF:: 330 572.2101 ri 0 //�/ GPD PROJECT NO: 2016355.20 i 0 *--,VA 'r' N, BACKBAR D 10086 WORKROOM C,) MARKS. S:u.OFFEK rn A ^rs i • ® ls NO. 6036 s `'� Si'" 06/21 /18 A.10' or • , ?s,LA, 0 O •C1 • Et o m 2 I •Y CC U 0 w CAFE 2 A-2002 A-2003 E7 00 //////////// //////////'> J V E �. cis a. 4 I i --® W ca - ID o 1 1211 4 D 10190 U 12 I-5oo3 VESTIBULE LL N cm ri I-co / UNISEX cn 0 0) r-� I i 2 co Q 0 w o- I ob 0 10190 ooo T I T—.— © � Z Q ❑ -- ' 500 O 9 ; 0 U < ~ 7 - ,1 '-5002 w w 8 Q LL 6 � + 12 O 0 o Lr} 0 Tti • 5002 UNISEX ® a a I--- o / J '- `-1 D 10449 %T STORE #. 3366 cc PROJECT #: 11071-036 9 9 ISSUE DATE: Permit 06.07.2018 -5001 12 ' 5001 INTERIOR WALL LEGEND DO EEIGNMANAGER: NEHARENGARAJAN 0 PRODUCTION DESIGNER: GPO GROUP 3 4 r////////////////,{ NEW FULL HEIGHT CHECKED BY: TOM CONNER ctf '-3001 3001 - EXISTING WALL Revision Schedule - Rev Date By Description D i I '1 L iEXISTING U El A-2002 SHEET TITLE: 0_ BUILDING FLOOR PLAN r~ co 66 2' 4' 8' 1ST FLOOR - FLOOR PLAN0 1 co �1. scale: 1/4"= 1'-0" Scale'114"=1'-0" SCALE: AS SHOWN 0 SHEET NUMBER: N C) N A-1104 SHEET NOTES BUILDING ROOF PLAN NOTES A2kte .fr A, 1. EXISTING ROOFTOP MECHANICAL UNIT TO REMAIN, A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS " �' SEE MECHANICAL DRAWINGS. AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. EXISITING ROOFTOP EXHAUST FAN TO REMAIN, SEE ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED MECHANICAL DRAWINGS. DATUM POINT. 3. NEW DOWNSPOUT AT DRIVE-THRU CANOPY, B. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE 4. NEW METAL CANOPY, SEE REFLECTED CEILING PLAN INSTALLATION OF THE NEW ROOFING SYSTEM. AND EXTERIOR ELEVATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING. ©2017 STARBUCKS COFFEE COMPANY 5. NEW ROOF TO RECEIVE NEW ROOF MEMBRANE. THEAINTAIN BUILDING IN A 6. NEW SCUPPER AND DOWNSPOUT. C WEA HER-TIGHOT CONDITIS TOION AGAINST INCLEMENT STARBUCKS COFFEE WEATHER AT ALL TIMES. COMPANY 7. EXISTING DRAIN THROUGH WALL TO REMAIN, V.I.F.. CONTRACTOR TO CONFIRM PROPER FUNCTION AND D. CONTRACTOR IS TO VERIFY ALL EXISTING SLOPES 2401 UTAH AVENUE SOUTH REPAIR AS NEEDED PRIOR TO INSTALLATION OF NEW ROOFING. SEATTLE, WASHINGTON 98134 8. EXISTING SCUPPER AND DOWNSPOUT TO REMAIN. E. ALL EXISTING ROOF TOP EQUIPMENT IS TO REMAIN (206) 318-1575 UNLESS OTHERWISE NOTED. 9. NEW SCREEN WALL TO MATCH EXISTING, SEE THESE DRAWINGS AND SPECIFICATIONS ARE STRUCTURAL DRAWINGS FOR CONNECTION DETAIL CONFIDENTIAL AND SHALL REMAIN THE SOLE TO ROOF DECK. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN 10. NEW DRAIN THROGUH WALL. THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. -300 STARBUCKS TEMPLATE VERSION 12017.11.03 I I -. ....Aig§§M.WW. 0 OGPD Engineering and Architecture © Professional Corporation O illOPF o 0 520 SOUTH MAIN ST. SUITE 2531 P: 330.572.2100 AKRON,F: 330.572.2101 - _ .. en ., _�:mm= -:_=_-- -- -.._..---.._..._.... - ___________7GPD JE O. 2016355.20 \H ,, , , ,, .___________________ a „,......,,,,„....„,,„,......„„,,,,,,,, ----,------------ ,:-___-,,,,,,,,,,,,,,, .,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,.,,aswnr,,,,,,,,,,,,,mw,,Bwmazzsigmmiso,,..,,,,a,u,.,„,„„„„„„„„„„„„„„„„„, -.. -.. --,::::::::_:":,,,,, ,p,:,,,,..,,i,,,4,,,,,,,,,,/ .,,,„,.,,,-:-k]]-4]--]'"'":-MiiiViiiliA'-4,4111041ZIEPT2-., . .. WIMEONEEINft.Noil,11,1,1,1,111111,1ms E „<' . .. � :i O r S. SAI f •, IPI f I . 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PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION 1 k 3. REMOVE(E) DOOR AND TRANSOM. MANAGER IMMEDIATELY. 4. REMOVE(E) DRIVE-THRU SIGN AND PRESERVE FOR B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE RENOVATION. INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL 4 Iiii SCOPE OF WORK. 5. REMOVE(E)WORDMARK AND PRESERVE FOR Q RELOCATION. C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR AS REQUIRED TO PROVIDE A SMOOTH, PAINT READY ©2017 STARBUCKS COFFEE COMPANY 6. (E) SOLARIUM TO REMAIN. FINISH. pp �+ 7. (E) 36" LOGO DISK TO REMAIN. D. DEMOLISH EXISTING WALLS AND DOORS AS DIRECTED, STAR C)U C KS COFFEE 8. REMOVE (E) DRIVE-THRU BUMP-OUT WALLS, E. DEMOLISH EXISTING FLOOR FINISHES AS DIRECTED. COMPANY WINDOWS AND EXTERIOR LIGHTS. REPAIR OR REPLACE SUB-FLOOR AS REQUIRED TO 2401 UTAH AVENUE SOUTH PROVIDE AN EVEN WALKING SURFACE/FINISH FLOOR SEATTLE, WASHINGTON 98134 9. REMOVE(E)WALLS AND COPING. CONDITION. (206) 318-1575 10. REMOVE(E)WINDOW. EXISTING LINTEL ABOVE TO F. DEMOLISH EXISTING GYPSUM WALL BOARD, CEILING THESE DRAWINGS AND SPECIFICATIONS ARE REMAIN TILE, GRID AND/OR OTHER CEILING FINISH AS CONFIDENTIAL AND SHALL REMAIN THE SOLE DIRECTED TO PROVIDE FOR NEW CEILING READY PROPERTY OF STARBUCKS CORPORATION, 11. (E) PONY WALL TO REMAIN. CONDITION. WHICH IS THE OWNER OF THE COPYRIGHT IN 12. (E) DRIVE-THRU EQUIPMENT TO REMAIN, TYP. G. DEMOLISH EXISTING WALL FINISHES AS DIRECTED. THIS WORK. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), SHARED 13. REMOVE(E) METAL BENCH. H. REMOVE EXISTING LIGHT FIXTURES, EQUIPMENT AND WITH THIRD PARTIES OR USED IN ANY MANNER POWER LINES AS DIRECTED, ON OTHER PROJECTS OR EXTENSIONS TO THIS 14. REMOVE (E) SCUPPER AND DOWNSPOUT. PROJECT WITHOUT THE PRIOR WRITTEN J. REMOVE EXISTING PLUMBING FIXTURES AS DIRECTED. CONSENT OF STARBUCKS CORPORATION. 15. REMOVE(E) SCUPPER FROM GUTTER AND DRAIN CAP LINES AS DIRECTED FOR THOSE NOT BEING THESE DRAWINGS AND SPECIFICATIONS ARE INTO PLANTER AREA ONLY. RE-USED. INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS 16. (E) BIKE RACK TO REMAIN. K. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF SIZE SUBJECT TO CHANGE AT ANYTIME)AND DO OF EXISTING RESTROOM AND LOCATION AND NOT REFLECT ACTUAL SITE CONDITIONS. 17. REMOVE(E)WINDOW ENTIRELY. CONDITION OF FIXTURES PRIOR TO DEMOLITION OR NEITHER PARTY SHALL HAVE ANY OBLIGATION CONSTRUCTION. PLUMBING FIXTURES TO BE RE-USED NOR LIABILITY TO THE OTHER(EXCEPT STATED 18. (E) UMBRELLA AND BASE TO REMAIN. ARE TO BE REMOVED AND PROPERLY STORED FOR ABOVE) UNTIL A WRITTEN AGREEMENT IS RE-INSTALLATION. FULLY EXECUTED BY BOTH PARTIES. 19. (E)LIGHT UNDER COPING TO REMAIN, TYP. STARBUCKS TEMPLATE VERSION 12017.11.03 L. LABEL ALL ITEMS TO BE PROPERLY STORED FOR 20. REMOVE(E)SCREEN WALL, PRESERVE(E) POSTS RE-INSTALL. FOR NEW SCREEN WALL. A,,,,,,,,...,,,,,,,..... 21. PRESERVE(E)LIGHT UNDER COPING AND RESET AFTER DEMO, TYP. 0C i0 GPD Engineering and Architecture Professional Corporation _ f f1 _ AKRON,) (°(.."-- 520 SOUTH MAIN ST. SUITE 2531 — —r P: 330.572.2100 F: 330.572.2101 2 2 11` 2 .2 ____.2GPD PROJECT NO: 2016355.20 I I I -- 2 �� t I I I I I 12 �t�� [�� C> lift•s. s.�r,ol�rx J — STAMILI:11, - S 8 _ I r ©QUNIi Tam i ee�a ,vcE< -L. AKRON, OH I ��_�=�_ =m� 8 rf-- i �_ � z --__� �= a =„ i •tJl NO. 603"8 • EM __ ---E III , , � 11.1 0 [��III 1 II II `✓ 'I �/ \\ �I �_ ' ° = t 20 �,- + ,o. I Nill II II I +; " '' ji 1� II \ olio /11 ;— r^w, P �C�» C�= Cb` al --1� I --Ir— �_ iii li 7■��-== -= � � 0 (fly�lll ILTiLi'i _i I ' _ Lk Interior 1st Flaor �, _] I s, �I, , CD W W U Q _0 NORTH -WEST ELEVATION - EXISTING NORTH-EAST ELEVATION - EXISTING a. �" Scale: 3/16"= 1-0" Scale: 3/16"= 1'-0" F- `. W I as '2 0Wco ® LL N 9 I IA r% Lf... co o ,- T?*,-) --- (I SII 2 I ---_ __-- Z a I 0 F < � 0 a) L 1 lil1 N p..LCRHE TKIRU 4 1Ii [—Er A ' - IS UC S CO3.2--. -IL il__IL W 0 W r 'I I Ir---Ir-"1I I I I I I I I I ii 6 II (� III II III II 17 II II 10 11 I1 10 II I1 10 11 II STORE #: 3366 II II II II II ` / III II----III II II 11 II 11 II II II II � II II II '; II II o II II II 11 �I _ IIS_ I'-_JII LI__—__4 Li-----JJ LI-------IJ LI-----JJ II PROJECT #: 11071-036 I o �— J-� r.==, Ii;. ,_-, N =� 15 I I ,. �—n--� ISSUE DATE: Permit 06.07.2018 N I 11 I II DESIGN MANAGER: NEHA RENGARAJAN LEEDO AP: oInterior 1st Floor _ i i 11 PRODUCTION DESIGNER: GPD GROUP N 0" CHECKED BY: TOM CONNER t6 ' Q. E Revision Schedule =.' WALL DEMOLITION LEGEND Rev Date By Description N ua 3 SOUTH-EAST ELEVATION - EXISTING 4 SOUTH-WEST ELEVATION - EXISTING L J MATERIAL TO BE DEMOLISHED 0Scale: 3/16"= 1'-0" Scale: 3/16"= 1'-0" EXISTING WALL TO REMAIN 2 SHEET TITLE: °" - N DEMOLITION EXTERIOR Nt. I 4' 8' 12' ELEVATIONS 'd' iia I SCALE: AS SHOWN co Scale:3/16"=1'-0" o SHEET NUMBER: N 0 N A-2001 SHEET NOTES EXTERIOR ELEVATION NOTES SIGNAGE TO BE SUBMITTED UNDER 41=11%" - = 1. PROVIDE 3"(75MM) HIGH BLACK ACRYLIC STORE A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE "" SEPARATE PERMIT BY OTHERS - ADDRESS ON GLAZING OR PER LOCAL JURISDICTIONAL SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR CODE REQUIREMENTS. PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS SHOWN FOR REFERENCE ONLY. AND 1 WEEK PRIOR TO SCHEDULED DATE OF 2. NEW ENTRY DOOR SEE EXTERIOR DOOR SCHEDULE ON INSTALLATION. STARBUCKS CONSTRUCTION MANAGER --1111 Ilk A-6001. TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. 3. (N)SCREEN WALL ON EXISTING POLES TO MATCH NEW BUILDING RAINSCREEN (GC). CLOSE END OF WALL WITH B. GENERAL CONTRACTOR SHALL COORDINATE WITH RESYSTA VENEER END PART SEE 1/A-1002&2/A-1002 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, ©2017 STARBUCKS COFFEE COMPANY 4. UNDERSIDE OF CANOPY MTL-4. CONNECTIONS, AND BREAKER AT PANEL BOARD 5. NEW EXTERIOR LIGHT SCONCE, SEE ELECTRICAL. NECESSARY TO SERVE SIGNAGE. STARBUCKS COFFEE C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED COMPANY 6. REPAIR EXISTING TROUGH LIGHT AT COPING AS NEEDED. WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. 2401 UTAH AVENUE SOUTH 7. RELOCATED EXISTING SIGNAGE. SEATTLE, WASHINGTON 98134 D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND 8. EXISTING SOLARIUM TO REMAIN. LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR (206) 318-1575 POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP 9. NEW TRANSOM ABOVE DOOR, SEE WINDOW SCHEDULE DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS THESE DRAWINGS AND SPECIFICATIONS ARE ON A-6001. DESIGNER FOR APPROVAL. CONFIDENTIAL AND SHALL REMAIN THE SOLE X7509 PROPERTY OF STARBUCKS CORPORATION, X7509 10. NEW 1/8"TRANSITION METAL PLATE AROUND NEW DOOR. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN WHICH IS THE OWNER OF THE COPYRIGHT IN COMPLIANCE WITH LOCAL JURISDICTIONAL THIS WORK. THEY SHALL NOT BE 11. EXISTING DOOR TO RECEIVE NEW PAINT TO MATCH REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD REPRODUCED(IN WHOLE OR IN PART), SHARED - ! -; i _ — I ADJACENT WALLS. APPROVAL. WITH THIRD PARTIES OR USED IN ANY MANNER WA-1 X7509 i = 'Il 12 ON OTHER PROJECTS OR EXTENSIONS TO THIS - • 12. NEW CORNICE TO MATCH EXISTING PROFILE. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO PROJECT WITHOUT THE PRIOR WRITTEN '_. i STARBUCKS CONSTRUCTION MANAGER AND TO THE CONSENT OF STARBUCKS CORPORATION. 13. NEW RESYSTA CLADDING WITH 1/8" EXPANSION JOINT, GENERAL CONTRACTOR AS NEEDED. GENERAL THESE DRAWINGS AND SPECIFICATIONS ARE ;' SEE PLAN AND WALL SECTION. CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION INTENDED TO EXPRESS DESIGN INTENT FOR A I • WA-1 13 MANAGER IMMEDIATELY IF SHOP DRAWINGS OR PROTOTYPICAL STARBUCKS STORE(WHICH IS L. i -. - - / 14. RELOCATED DRIVE-THRU SIGN. INSTALLATION IS IN DISCREPANCY WITH STARBUCKS SUBJECT TO CHANGE AT ANYTIME)AND DO ARCHITECTURAL DRAWINGS. NOT REFLECT ACTUAL SITE CONDITIONS. [ • 1 I MTL-4 NEITHER PARTY SHALL HAVE ANY OBLIGATION E, ii G. GENERAL CONTRACTOR TO CLEAN, PATCH AND NOR LIABILITY TO THE OTHER (EXCEPT STATED - REPAIR EXISTING EXTERIOR AS REQUIRED. ABOVE) UNTIL A WRITTEN AGREEMENT IS 0FULLY EXECUTED BY BOTH PARTIES. _ (io \ • B.O. Cano02 81 - 4" STARBUCKS TEMPLATE VERSION 12017.11.03 /' 50 . ,. ,. - ,✓ :„.-.:::.. •� MTL-5 � . _ �r ,,,. I \ 4.� (3 ---- �N EXTERIOR FINISH SCHEDULES `` . o TAG MATERIAL FINISH/STYLE COLOR FURN.BY INST. BY GPD Engineering and Architecture "' SHERWIN WILLIAMS SW-7509"TIKI HUT" Professional Corporation - • / • • X7509 PAINT-EXTERIOR WALL PAINT-EGGSHELL GC GC 520 SOUTH MAIN ST. SUITE 2531 / AKRON, OH 44311 1 _ _. —� Interior 1st FlooOr X7513 PAINT-EXTERIOR WALL PAINT-EGGSHELL SHERWIN WILLIAMS SW-7513"SANDERLING" GC GG P: 330.572.2100 F: 330.572.2101 GPD PROJECT NO: 2016355.20 X7513 X7513 X7513 MTL-2 ALUM. STOREFRONT ANNODIZED MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC GC ��icLV,U Ai? - MTL-4 METAL CANOPY/PLATE POWDERCOAT MATCH RAL#7021 MATTE M0028-"FLAT GC GC �Gjr� 11 BLACK" MARK S. SALOPIK t\ MTL-5 METAL DOWNSPOUT AKRON, OH �' @ METAL CANOPY PAINT MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GG GC "-i NORTH-WEST ELEVATION , NO. 6036 ccs scale: 1/4"= 1'-0" WA-1 HORIZONTAL RESYSTA RESYSTA RESP340612 4GH RESYSTA-DARK BURMA WITH RESYSTA RFS GC GC1 Q CLADDING CLADDING-3/4 X 5-1/2 X ONSITE CLEAR SEALER lt ,�II 12' PANELS A` E W - Q co LLI o 0 J 0 CL co 75. x 13 W = 3 4 6 -3001 '-3001 WA-1 X7509 X7513 X7509 X7509 0 Cr) CO / 0 14 � ci: RI co X7509 X7509 X7513 �1 1 I ;''�`� 2y j 0 O12 - �_ • �_ ! / \ \\ G W EL W 00 o 1 — _ I Q d 0 > cy i 1� _ • fi'`t `� �0 • • Li– lU .___..__...._.__.._._.. L -4)j WCO Q I —,..... a in 0 To i'i (--- ----1 ' AV ik:- :71:Lay “-~i i cz --Ar7-ca, i Ai 0 11 --) X7513 ; • ALIGN ) X7513 ! ID -'..--,'T--`a� "`.,� s1 f'=''"� 3 J J ,�� lI'f; � ' SMO ,,� STORE #: 3366 T (-1--0- :12' PROJECT #: 11071-036 ' r' , •— MTL-2 3'-1 1/4"— J ( ! _ _ 5002 ISSUE DATE: Permit 06.07.2018 C8 6 �� to _ _ — - ` DESIGN MANAGER: NEHA RENGARAJAN i LEEDO AP: 0 : -500 L- _— _ b vii �' 0 CHOECKEDION BY DESIGNER: TOMGPD GROUP CONNER tis b C i . t€ — Er. "'1""" . r c r— Revision Schedule IIS Rev Date By Description • • Interior 1st Floor Ai -7". 0"10 0" v 0 11 7 X7513 X7513 6 -4 �,A-5002 -500 SIM. TYP. 2 V.I.F. SHEET TITLE: a. EXTERIOR ELEVATIONS NORTH-EAST ELEVATION Scale: 1/4"= 1'-0" € 2' 4' 8' d' a I SCALE:AS SHOWN o0 Scale:1/4"=1-0" r O SHEET NUMBER: N Q to A-2002 . 41111111% SIGNAGE TO BE SUBMITTED UNDER SHEET NOTES EXTERIOR ELEVATION NOTES Aer- . ... ilik SEPARATE PERMIT BY OTHERS - A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE 1. (N) SCREEN WALL ON EXISTING POLES TO MATCH NEW SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR411 SHOWN FOR REFERENCE ONLY. BUILDING RAINSCREEN (GC). CLOSE END OF WALL WITH PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS RESYSTA VENEER END PART SEE 1/A-1002 &2/A-1002 AND 1 WEEK PRIOR TO SCHEDULED DATE OF . INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE „Iflitr 2. UNDERSIDE OF CANOPY MTL-4. CONTRACTOR CONTACT INFORMATION. 0 3. NEW EXTERIOR LIGHT SCONCE, SEE ELECTRICAL. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL CJ 2017 STARBUCKS COFFEE COMPANY 4. REPAIR EXISTING TROUGH LIGHT AT COPING AS NEEDED. ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD STARBUCKS COFFEE 5. EXISTING SIGNAGE TO REMAIN. NECESSARY TO SERVE SIGNAGE. 6. EXISTING SOLARIUM TO REMAIN. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED COMPANY WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT 2401 UTAH AVENUE SOUTH 7. NEW DRIVE-THRU WINDOW. SEE WINDOW SCHEDULE. SIGNAGE. SEATTLE, WASHINGTON 98134 8. NEW WINDOW. SEE WINDOW SCHEDULE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND (206) 318-1575 LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR THESE DRAWINGS AND SPECIFICATIONS ARE 9. NEW DOWNSPOUT. POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS CONFIDENTIAL AND SHALL REMAIN THE SOLE 10. NEW CORNICE TO MATCH EXISTING PROFILE. DESIGNER FOR APPROVAL. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN 11. NEW RESYSTA CLADDING WITH 1/8" EXPANSION JOINT, E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN THIS WORK. THEY SHALL NOT BE SEE PLAN AND WALL SECTION. COMPLIANCE WITH LOCAL JURISDICTIONAL REPRODUCED (IN WHOLE OR IN PART), SHARED REQUIREMENTS AND OBTAIN PERMIT AND LANDLORD WITH THIRD PARTIES OR USED IN ANY MANNER OTHER PROJECTS OR EXTENSIONS TO THIS SEE SECTION DETAIL 4/A-5002. APPROVAL. ON 5 12. WALL INFILL, PROJECT WITHOUT THE PRIOR WRITTEN 11 •-500 13. NEW SITE BOLLARD BY LL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSENT OF STARBUCKS CORPORATION, WA-1 0 X7509 X7509 X7509 X7509 X7509 X7513 STARBUCKS CONSTRUCTION MANAGER AND TO THE THESE DRAWINGS AND SPECIFICATIONS ARE 11 GENERAL CONTRACTOR AS NEEDED. GENERAL INTENDED TO EXPRESS DESIGN INTENT FOR A 1CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION PROTOTYPICAL STARBUCKS STORE(WHICH IS X7509 WA-1 MANAGER IMMEDIATELY IF SHOP DRAWINGS OR SUBJECT TO CHANGE AT ANYTIME)AND DO INSTALLATION IS IN DISCREPANCY WITH STARBUCKS NOT REFLECT ACTUAL SITE CONDITIONS. ` NEITHER PARTY SHALL HAVE ANY OBLIGATION • • ARCHITECTURAL DRAWINGS. NOR LIABILITY TO THE OTHER (EXCEPT STATED or X7513 • - L`, REPAIR GENERAL CONTRACTOR TO CLEAN, PATCH AND ABOVE) UNTIL A WRITTEN AGREEMENT IS REPAIR EXISTING EXTERIOR AS REQUIRED. FULLY EXECUTED BY BOTH PARTIES. f •, • 1 • 1 STARBUCKS TEMPLATE VERSION 12017.11.03 /1:--„•,Ar*-,/\ • Flo TEXTERIOR FINISH SCHEDULE Adjk B.O. Canopy ;(' �-`.,1� 9 . , viJ $ - 4 . J `' "'',�._._ �� u � - ;� TAG MATERIAL FINISH/STYLE COLOR FURN. BY INST. BY GPD Engineering and Architecture © �� — ' X7509 PAINT-EXTERIOR WALL PAINT-EGGSHELL SHERWIN WILLIAMS SW-7509"TIKI HUT" GC GC Professional Corporation 520 SOUTH MAIN ST. SUITE 2531 • 1-5003 6 X7513 PAINT-EXTERIOR WALL PAINT-EGGSHELL SHERWIN WILLIAMS SW-7513"SANDERLING" GC GC AKRON, OH 44311 iI J� O •-500 P: 330.572.2100 F: 330.572.2101 / C GPD PROJECT NO: 2016355.20 { MTL-2 ALUM. STOREFRONT ANNODIZED MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC GC O L X1435 1— \ _ �1 MTL-4 METAL CANOPY/PLATE POWDERCOAT MATCH RAL#7021 MATTE M0028-"FLAT GC GC 4) • BLACK" 4--,C'', ,.,, I C„) MARK S. SALORK Cx'i MTL-5 METAL DOWNSPOUTt _ _ _Interior 1st Floor PAINT MATCH RAL#7021 MATTE M0028-"FLAT BLACK" GC GC AKRON, OH C": 0" @ METAL CANOPY •t NO. 6036 • �*/r� 0�g X7513 WA-1 HORIZONTAL RESYSTA RESYSTA RESP340612 4CH RESYSTA-DARK BURMA WITH RESYSTA RFS GC GC r " 06/21 /18 G ! 1 CLADDING-3/4 X 5-1/2 X ONSITE CLEAR SEALER '`� CLADDING 12' PANELS PM( co ia Ar. VW 4 A A a. - g SOUTH-EAST ELEVATION . W Scale: 1/4"= 1'-0" Q I W cc (..) Q J U CL{6 Q N Y E L I , UCO N cm c X7509 X7509 X7513 X7509 AnilWA-1Aft X7513co 4 Vim) Q •-3001 •-3001 -500 di ob X7509 LUZ Et • / --C:1) LE \\; / o • �1 •: �' • d I—' d l— �` �; o ,i7�s� - STORE #: 3366 tr _ 1�- D)ti-._-__A\--3__1\_‘_\ 2-2_)� \.:� i 1 H H Q ALIGN PROJECT #: 11071-036 B.O. Carso ISSUE DATE: Permit 06.07.2018 $' - 4" DESIGN MANAGER: NEHA RENGARAJAN MTL-5 �• I L X143550 �- � — LEEDO AP: / 117M1 �/ 7- —. _ _ u) I 0 LX14356 -� _____ * MakkaliaM4IMMI 1 MOMS MAW PRODUCTION DESIGNER: GPD GROUP I CHECKED BY: TOM CONNER g -o ! Revision Schedule - to °O — _tz AI / A Rev Date By Description _____P U - • • �� _ • ' ' • Interior 1st Floor '� 'cV �' Ott I EQ EQ ON 14076) EQ. CI W X8001 ® X7513 Y 000aX7513 X7513 SHEET TITLE: - EXTERIOR ELEVATIONS eci SOUTH-WEST ELEVATION 13 E et scale: 1/4"= l'-0" SCALE:AS SHOWN co T o SHEET NUMBER: N O N A-2003 ti"="1 , . ),,,, ... ... 1 ; k . ,,„,„ © ©2017 STARBUCKS COFFEE COMPANY Ail STARBUCKS COFFEE .-5002 ._5002 COMPANY r— _ _ _ — _ — _ 2401 UTAH AVENUE SOUTH 7 - — - — - SEATTLE, WASHINGTON 98134 (206) 318-1575 I I THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE I PROPERTY OF STARBUCKS CORPORATION, TYPICAL WALL CONSTRUCTION -RESYSTA SIDING/ ( I s}� WHICH THIS WORK. THEY SHALL NOT BE F THE HT IN RAIN SCREEN .:N )( I - y I REPRODUCED(IN WHOLE OR IN PART), SHARED HORIZONTAL RESYSTA SIDING I JI (SEE EXTERIOR ELEVATIONS FOR FINISH &SIZE) L _- ' ', ___ _ _ - ,/ WITH THIRD PARTIES OR USEDI N ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 1XFURRING STRIPS VERITICALLY AT 24"O.C. PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. W.R.B(2 LAYERS) THESE DRAWINGS AND SPECIFICATIONS ARE PLYWOOD SHEATHING PER STRUCTURAL - 1—\\ INTENDED TO EXPRESS DESIGN INTENT FOR A 2X6 FRAMING PER STRUCTURAL - — - -- PROTOTYPICAL STARBUCKS STORE(WHICH IS (W BATT INSULATION (W/VAPOR BARRIER ON INSIDE) I EXISTING PARAPET& EXISTING PARAPET& SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. 5/8"TYPE'X'GYPSUM WALLBOARD TO 6"ABOVE 1 NEITHER PARTY SHALL HAVE ANY OBLIGATION CEILING I (i _ _ .. ____ _ _ _ _ NOR LIABILITY TO THE OTHER(EXCEPT STATED — — — — — — - X I ABOVE) UNTIL A WRITTEN AGREEMENT IS _.)1406,_ y \\\ FULLY EXECUTED BY BOTH PARTIES. O STARBUCKS TEMPLATE VERSION 12017.11.03 _ 3 — <> - 0)02 i A_ ....,..., . ......... _. ....-� EXISTNIG WALL .4EXISTING WALL y TYPICAL WALL CONSTRUCTION-STUCCO FINISH RESYSTA SIDING APPLIED TO EXISTING WALL RESYSTA SIDING APPLIED TO EXISTING WALL GPD Engineering and Architecture * APPLY OVER EXISTING WALL O I STUCCO FINISH - � HORIZONTAL RESYSTA SIDING APPLY OVER EXISTING WALL Professional Corporation (SEE EXTERIOR ELEVATIONS FOR PAINT) — (SEE EXTERIOR ELEVATIONS FOR FINISH& HORIZONTAL RESYSTA SIDING 520 SOUTH MAIN ST. SUITE 2531 SIZE) (SEE EXTERIOR ELEVATIONS FOR FINISH &SIZE) AKRON OH 44311 SCRATCH COAT I 1XFURRING STRIPS VERITICALLY AT 24"O.C. 1XFURRING STRIPS VERITICALLY AT 24"O.G. P: 330.572.2100 F: 330.572.2101 WIRE MESH PP. , W.R.B(2 LAYERS) GPD PROJECT NO: 2016355.20 MEMBRANE ATTACH PER MANUFACTURER'S INSTRUCTIONS. �� — — PLYWOOD SHEATHING PER STRUCTURAL \ Lik B.O. Canopy — — 2X6 FRAMING PER STRUCTURAL NEW DOOR �- � �0 8' - 4„ — — — — — — — — — — R-19 BATT INSULATION T f ��j f,A 6 {WtVAPOR BARRIER ON INSIDE) 6 () IIARK S.SALOPEK �S 5/8"TYPE'X'GYPSUM WALLBOARD TO 6"ABOVE 5001 _.,/" 0-5001 1 AKRON, OH r) Alk L -5001 SIM. -5001 ! �o I / — NO, 6036 • 06/21/18 cd I o� I �� a I= L AI I h f Ar 4 17 E I J 10 , ,..,� -5041 Q Ili I - I ail— NEW DOOR, SEE DOOR U NEW DRIVE-THRU WINDOW i► < PER SCHEDULE. �— _ L._ _ ✓ N (.) CL -5" 7 - 11)L 5001 U. 1 P X1 U CO al I I p N co Mt / *NEW EXTERIOR WALL TO MATCH EXISTING. <p \ALIGN INSIDE FACE OF WALL WITH EXISTING LLI 2w LL 9 cc) WALL FINISH 1---8-. g 1,, <o -5002 SIM, < 0 a) I -5002 U 1< U < � 7 � w fn w I,i r - OPP, -) ��../ -5002 �-- — --� ! o c� — o Interior 1st Floor �� E Interior 1st Floor — J I____ _ r _ Interior 1st Floor a F- a I— J WI Oji _ — — — - _ — 0„ 0„ Interior 1st Floor a TAI ''..-=' °. I STORE #: 3366 _ _ _ _ PROJECT #: 11071-036 '). -i 1_111-1 E3 . - II—III—III— o NEW CONCRETE I I-I l=111=1 1- I—I I I=I I I-1 I I: SLAB. -)I —H — —� III=I I(=I 11= EXISTING CONCRETE SLAB. ISSUE DATE: Permit 06.07.2018 =I#I={III 11=A r =111—I(1=11: I DESIGN MANAGER: NEHA RENGARAJAN Q -E- 1 I—i I I=1 -- - - - : : I—I i 1=1 I I------: NEW 11-=-111E111:-.-:. ;" a-;- - Q II 1 l I 1=1 I l: EXISTING ► LEEDU AP: PRODUCTION DESIGNER: GPD GROUP -!I =111 -'- - : ° I=I I'I=III= FOUNDATION. 0 FOUNDATION. 1—___ ;_ °,'- :' 1 I I —_ , � � J CHECKED BY: TOM CONNER DAH I---H- -1+1 -H I� 1 i____ Irl 11 I�' -— - — -— - — - Revision Schedule NRev Date By Description cn WALL SECTION - NEW DRIVE-THRU WINDOW WALL SECTION WALL SECTION - STOREFRONT DOOR WALL SECTION - RE-CLAD ON EXISTING Scale: 3/4"= 1-0""-0" 0 Scale 3/4"= 1'-0" scale: 3/4"= 1'-0" scale: 3/4"= 1'-0" a' . SHEET TITLE: a WALL SECTIONS 00 t 1' 2' 3' , SCALE: AS SHOWN Op Scale: _1.-0" p SHEET NUMBER: N Q N A-3001 P.'" ' 11"- ; 411411r4 - BACKER ROD &SEALANT _ —7ri&TT: WALL CONSTRUCTION PER ALL SIDES SECTION ( i\i/ — NOTE: SEE SHEET -,`_•il� -111 -lik SEALANT / A-6000 FOR TYPICAL -.:'-11 VERTICAL FURRING STRIP FOR Ii PENETRATION FLASHING ','.!I f —� FASTENER PENETRATION/ - I T HORIZONTAL RESYSTA SIDING:: ----' r\k/I or po- STUCCO FINISH WALL ►°•.,; �/ T ., . GLAZING PER CONSTRUCTION PER j ©2017 STARBUCKS COFFEE COMPANY _ SCHEDULE, SEE SECTION • ----------..,___-------d-%;/;141 W.R.B. CONTINUOUS AROUND r STARBUCKS COFFEE - ��/ T CORNER WITH NO BREAK FOR )I ).as A-6001 f • / A MIN OF 12 APPLY 12" PIECE OF -�, � f COMPANY —411 T AROUND CORNER, 6"ON EACH011°- _ ALUMINUM TRANSOM W.R.B. OVER METAL iii: / 2401 UTAH AVENUE SOUTH / f SIDE 1 ]o_ FRAME PER FLASHING /� SEATTLE, WASHINGTON 98134 }}�,A` Iy ir ( SCHEDULE % (206) 318-1575 ` r y VERTICAL P.T. FURRING STRIP THESE DRAWINGS AND SPECIFICATIONS ARE j BACKER AT CORNERS L- ------ ` / CONFIDENTIAL AND SHALL REMAIN THE SOLE /// // / // /// /// T EXTERIOR WALL SCONCE �� 0 !7- ii PROPERTY OF STARBUCKS CORPORATION, �- �:`�16 --- - WHICH IS THE OWNER OF THE COPYRIGHT IN t PER ELEVATIONS = _113-47 _ -: L. NEW DOOR THIS WORK. THEY SHALL NOT BE � N.,,, SEALANT _ REPRODUCED(IN WHOLE OR IN PART), SHARED OPEN CORNER WITH STANDARD - METAL HEAD FLASHING J - I WITH THIRD PARTIES OR USED IN ANY MANNER JUNCTION BOX 1 PENETRATION ON OTHER PROJECTS OR EXTENSIONS TO THIS ALUMINUM END PLATE. FLASHING *GC TO ORDER IN ADVANCE DUE TO RESYSTA SIDING WALL % 1/2" BACKER ROD&SEALANT PROJECT WITHOUT THE PRIOR WRITTEN A 6 WEEK LEAD TIME. CONSTRUCTION PER CONSENT OF STARBUCKS CORPORATION. *GC TO ORDER IN ADVANCE DUE TO SECTION q SEALANT THESE DRAWINGS AND SPECIFICATIONS ARE i\s/ � I STOREFRONT SYSTEM INTENDED TO EXPRESS DESIGN INTENT FOR A A 6 WEEK LEAD TIME. PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. 9 REYSTA SIDING OUTSIDE CORNER 10 WALL SCONCE AT RESYSTA SIDING STOREFRONT DOOR TRANSOM STOREFRONT HEAD - STUCCO FINISH NEITHER PARTY SHALL HAVE ANY OBLIGATION (I) (E) NOR LIABILITY TO THE OTHER (EXCEPT STATED Scale: 3"= 1'-0" Scale: 3"= 1'-0" Scale: 3"= 1'-0" scare: 3"= 1'-0" ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. NOTE: SEE SHEET - n I I e.---4----______ _ �— A-6000 FOR TYPICAL STARBUCKS TEMPLATE VERSION 12017.11.03 PENETRATION FLASHING ,/ , ;L. / ,,,_ •],,,]]lign...':..'i,',:'!":',:':i1.:,1,i,::.:&,.„ WINDOW SYSTEM AT DRIVE- I\,� STOREFRONT SYSTEM i\I ,,,..gook RESYSTA SIDING WALL ►;G THRU PENETRATION CONSTRUCTION PER - - 1/2" SEALANT& BACKER ROD 1/2"SEALANT& BACKER ROD FLASHING SECTION JOINT SEALANT& JOINT SEALANT& GPD Engineering and Architecture W.R.B. - % ---- BACKER BACKER ROD BACKER ROD Professional Corporation _ _ a? METAL FLASHING AT SILL - 520 SOUTH MAIN ST. SUITE 2531 RESYSTA PANEL CLIP, INSTALLED ► STAINLESS STAINLESS PER MANUF.'S INSTRUCTIONS ; / �■� c # STEEL SILL W/ ,-r_'�T-F / STEEL SILL W/ AKRON, OH 44311 1 4 ' ..., 111)",. it --- j HEMMED � (' HEMMED P: 330.572.2100 F: 330.572.2101 — /- EDGES CONT. GALV. ► ///1 //0(' om' iT /// �' EDGES GPD PROJECT NO: 2016355.20 I iv METAL FLASHING c•, A i S.A.F.F. OVER METAL h / SET IN CONT. BED '' FLASHING I I OF SEALANT � T j..5'-'S:::::s1).` S:1LOI'F.I{ t�-ti CONTINUOUS GALV. METAL I'" SEALANT SEALANT --t ' AKRON, OH n FLASHING WITH DRIP EDGE ,., Il - ,:,v,.. 001; 1 .41 MP' ,rirera ell ""r PENETRATION �r1 INETERIOR FINISH -41INETERIOR FINISH 0 NO. 6038 • - — /1' / NMFLASHING -. I PER PLAN PER PLAN ,{5 06/21/18 cd P/I/r/� �isiiiJ 1/2"BACKER ROD&SEALANTNN SEALANT RESYSTA WALL ( } co 1/2" BACKER ROD CLADDING _ � STUCCO FINISH ►`; Aft'�`n STOREFRONT ,, A. f , IcIA &SEALANT JOINT V SYSTEM WALL I 3/8" STEEL PLATE W/ 1" ,n CONSTRUCTION PER I _ - DEEP RETURN EACH V SECTION : 1 Ll1 MAIRR INSTALLATION 0 iY CURTAIN PER SIDE � =' I' "-- NOTE: SEE SHEET NOTE: SEE SHEET = WELD STEEL PLATE TO REQS. .�/ _ A-6000 FOR TYPICAL A-6000 FOR TYPICAL Y KNIFE PLATE I 1 PENETRATION WALL ' I' PENETRATION W cc STEEL KNIFE PLATE PER FLASHING CONSTRUCTION PER FLASHING O STRUCTURAL - � SECTION TYP. RESYSTA SIDING N WALL CONSTRUCTION PER at SECTION ytt_fa__- WINDOW DRIVE-THRU CLQ °' T as STEEL PLATE FLASHING AT RESYSTA SIDING STOREFRONT HEAD / AIR CURTAIN AT DRIVE-THRU STOREFRONT SILL AT DRIVE-THRU STOREFRONT SILL AT DRIVE-THRU _ $ 8 " v 00 N � 3"= 1'-0" Scale: 3"= 1 -0 Scale: 3"= 1'-0 Scale: 3"= 1 -0 Scale: ea LL O r - ' < — rte., I- WALL CONSTRUCTION PER I: 60 cn co SECTION AI I W Q Ed 0000 KNIFE PLATE PER '-5001j ,_ STRUCTURAL / 6" , ,<� 0 41.- I RESYSTA SIDING WALL I koW ~ < ~ 0 W CONSTRUCTION PER SECTION 1 / �} 0Q ROD W/CLEVIS PER ` 'To . O O i U STRUCTURAL I SEE DETAIL 2/A-5002 fY 1 LL' o Cl: FOR KNIFE PLATE 1— J I. BLOCKING, SEE d. a" }, — FLASHING AT WALL 1- / GALV. THREADED ROD, CLEVIS, I, & PIN PER STRUCTURAL STORE #: 3366 w `.0 , METAL FLASHING 318"STEEL PLATE W/ 1" DEEP "' I RETURNS EACH SIDE, SEE PROJECT #: 11071-036 ARCHITECTURAL /� 1� ARCHITECTURAL METAL5/A-5001N METAL ROOFING �/ 20 GA. GUTTER SLOPE TO ; " 6" STEELPLATE W/ANCHORSI ROOFING. SLOPE 1J4 PER FT. ISSUE DATE: Permit 06.07.2018 I DOWNSPOUTSN - — - - - - — 2 - I STEEL KNIFE PLATES PER STRUCTURAL E DOgPANAGER: NEMA RENGARAJAN p — NEOPRENE CLOSURE t WELDED PER STRUCTURAL-cts '-5001 I �/ ,-5001 STRIP I / ``� EQ EQ111174110_.4 PRODUCTION DESIGNER: GPD GROUP N I. ( �� STEEL KNIFE PLATE CHECKED BY: TOM CONNER co - I ARCHITECTURAL • Q CHANNEL PER p I SLOPE 1J4" A� SEALANT AT JOINTS, WELDED TO STEEL PLATE 1,11.10111P-"I1401.1 F I -..� METAL ROOFING -- - PER STRUCTURAL I�� Revision Schedule STRUCTURAL ` T' PER FT. 01 - NN P O ' � �� I CHANNEL PER I�Irakt's►;n HSS PER - _� STRUCTURAL _ PENETRATION N� Rev Date By Description N STRUCTURAL r """"�� o 11- FLASHING I,� [ ANGLE EDGE \'-,,� �� i■I� �■.�___ _._ _�- _ _- r I . ,, J SUPPORT PER X U PiA11111111LLWU I STRUCTURAL U ROD &CLEVIS PERI9 PER PLAN o , a 6 e a a , o ,.,_.p HSS PER ► /" STRUCTURAL „ 6" 11— STRUCTURAL /. _ —_____ I�r"�/ , _ 1/2"SEALANT � _ — _ — _ — _ - rTT- --'-'� r _ 2X6SOFF{TBEAMAND r ,.. 1 VARIES PER RCP — __ 1 �l CONNECTIONS PER f �� AND BACKER r11.441111111°- _STRUCTURAL ROD JOINTSHEET TITLE: 0o RESYSTA FAUX WOOD HSS PER STRUCTURAL \-- RESYSTA FAUX WOOD SOFFIT , , � � BUILDING DETAILS SOFFIT ATTACHED TO V ATTACHED TO UNDERSIDE OF RESYSTA SIDIN ea STEEL FRAMING CONTINUOUS 4" STEEL FRAMING I' ^ RESYSTA SOFFIT OVER WALL CONSTRUCTION I• PER SECTION d' GUTTER ATTACHED TO STEEL SCALE:AS SHOWN STOREFRONT HSS FRAMING co oSHEET NUMBER: N METAL CANOPY AT RESYSTA SIDING CANOPY CONNECTION AT RESYSTA SIDING METAL CANOPY DETAIL METAL PLATE AT RESYSTA SIDING 0 N Scale: 1"= 1'-0" Scale: 1 1/2"= 1'-0" Scale: 1 1/2"= 1'-0" \ Scale: 1 1/2"= 1'-0" A-5001 EXISTING WALL 44(11 2" MAX.----„N 3/8"BETWEEN PROFILES .. STAINLESS / / STEEL SCREW, �t .•��i''i��- ��'---- �/�-�'�/r"'�/r-';�i''� ------ /-'�/;---- 411 ii- - TYP. RESYSTA VENEER / / RESYSTA PROFILE PER RESYSTA PROFILE PER �''' / ELEVATION &WALL ;AA": lit INSTALLED PER MANUF'S ELEVATION WITH RESYSTA 0 INSTRUCTIONS TO �' A VENEER END PART, SEE 1/A-1002 GONSTRUCTION0 APPLY S.A.F.F. 0 k, COVER HALLOW i• &2/A-1002,TYP. Mf AROUND CORNER % M CHAMBER AT ENDS /` ` z0 2017 STARBUCKS COFFEE COMPANY 7410001,d 1 % STRIPVERTCAL P.T. FURRING &BACKER AT ENDS /',� - 1/ X r STARBUCKS COFFEE I _. 0 RESYSTA WALL -� -00 _ _ COMPANY CONSTRUCTION PER /�/ „ ,,,,, _ , _ 2401 UTAH AVENUE SOUTH • PLAN/SECTIONS CONTINUOUS W.R.B. 00 pl. --'� �/ SEATTLE, WASHINGTON 98134 �i'��i', ��,/�i��i'' �/�� ..�/'..i��/�� (206) 318-1575 cam° 150 THESE DRAWINGS AND SPECIFICATIONS ARE RESYSTA END PANEL, TYP. EXISTING POST CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, 9 . WHICH IS THE OWNER OF THE COPYRIGHT IN Scale: 1 1/2”= 1'-0" * RESYSTA PROFILES INSTALLATION PER MANUFACTURER'S THIS WORK. THEY SHALL NOT BE RESYSTA CLADDING DETAIL STAGGERED JOINT PATTERN) REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER Scale: 1 1/2"= 1'-0" ON OTHER PROJECTS OR EXTENSIONS TO THIS RESYSTA WALL • RESYSTA ATTACHMENT @ SCREEN WALL PROJECT CONSENT OFI STARBUCKS CORPORATION. CONSTRUCTION PER PLAN I 1 a I SECTIONS I scale: 1 1/2"= 1'-0" I" �" �' THESE DRAWINGS AND SPECIFICATIONS ARE WALL SIDING. CONSTRUCTION ►f II WALL SIDING. CONSTRUCTION ► INTENDED TO EXPRESS DESIGN INTENT FOR A PER SECTION I PER SECTION EXISTING SLOPED f II, PROTOTYPICAL STARBUCKS STORE(WHICH IS ] ' I SUBJECT TO CHANGE AT ANYTIME)AND DO SLOPED GLAZING 1' NOT REFLECT ACTUAL SITE CONDITIONS, W.R.B OVER METAL FLASHING. NEW WALL W.R.B OVER METAL FLASHING. ► NEW WALL I NEITHER PARTY SHALL HAVE ANY OBLIGATION i E ' PLYWOOD SHEATHING PER CONSTRUCTION PLYWOOD SHEATHING PER CONSTRUCTION NOR LIABILITY TO THE OTHER(EXCEPT STATED PER SECTION PER SECTION STRUCTURAL II STRUCTURAL ABOVE) UNTIL A WRITTEN AGREEMENT IS I I �I, NEW CONC. Ir EXISTNG FULLY EXECUTED BY BOTH PARTIES. SLAB PER SLAB THRU-WALL FLASHING I' SECTION STARBUCKS TEMPLATE VERSION i2017.11.03 I I 1 I I, THRU-WALL FLASHING _ .„Agge-5,--i,-:,-,.z•i§,I.:,',,):,,-i,',..!:-.,-.,,-- <> <> 1[ 1 ..,==,..,==.,,,, :I — EXISTING MULLION a a :•"' a =_ tt { AND GLAZING ab p a d o fir, METAL COUNTER RESYSTA VENEER -- ♦ - EXISTING FLASHING I-11-1'7=-% -= I ==(iT V a -4':::-:-':;: ::"*°:, :.:‘,°:'4--,::,;—:;47-4.. '-- .° — --"- "°- ;1= GPD En ineerin and ArcE�� eefure INSTALLED PER MANUF S ? i. - I-III-111=1 I—I 11—I - -°-.: --;7,4:• ,` • 1 I FLASHING =__ _- — ..- . .. . /a / ,( - INSTRUCTIONS TO i ISOLATION JOINT I I=1 I 1-iii=II1-72.:111 -11H1 I I I ° - _ ,_-- c` } I= pry#essl!onal Corporation l� =l l 1=(11-111=l 11--1 I 1-111-111 -1‘ .• a-, - _ I; ,'Ir �'� I COVER HALLOW APPLY S.A.F.F. _ _ ° ` = _ _ _ 520 SOUTH MAIN ST. SUITE 2531 - EXISTING METAL CHAMBER AT ENDS11=1 I MI 11—I I i=111-1 r I-1 I F. °-B =' I I I=1 I =III=1 I f=11 I=1 f I= "' I; AROUND CORNER =I I1—ll1-111-111=11 —III1 h.1 > -• : •_ : G 111=111—I 11=111=111=III=1I AKRON, OH 44311 FLASHING 11=111=111--1 I I=I I I=I I I=11I I ' ° -: a_ _ - P_---111E-1 1=1 I I=III=I I 1=III- P: 330.572.2100 F: 330.572.2101 VERTICAL P.T. FURRING J GPD PROJECT NO: 2016355.20 -- =1 I1-11 I-111=11 I-1I 1=l I — 1111-11 I—I I I-111=1 11=1 11=1 I '" STRIP BACKER AT ENDS 11E111=-111a' —_�� i1 !- ` e' ` -.4'-':.- = 11=1 I I=111=1 I 1=111-1!I=111— \9 _I =_=-11—I 1 ----ifii= : •_ ' =111—LI 1-1 f I—III-11 I=1 I ��y,D zip ' • RESYSTA WALL ►= I—i I—III—)i I - - • - -a -°.° . �" .:: _- I_I =1 I =1 I I—III—I HE CONSTRUCTION PER - NEW TURNDOWN =III=)I 1=1 HEI '� 1,4-'1.' ° =111=I I=I I=1 I-I I-�I ��`� , ,� EXISTING WALL 1=111=1 I 1=1 I 1=III : -- -.. - -: - ° : - . 11=111=111=111=111—I I h PLAN/SECTIONS - ; PER STRUCTURAL . - - - a- °: - EXIISTING FOUNDATION ► , -i I I-111-111=11 I- .. - ° = =11 I—I I f-111=1 I 1=1 I 1=1 I C� MARK S. SALOPEK rn 11—Ill.--111=TI_I1I - I1=III=1II_III=1I1=III_ C11 -:< d,e CONTINUOUS W.R.B. �-i, /� 111—III=111=11 a. III-111—III-111—III— AKRON, OH \! '1. 111= = 1 , . " .. -- -• ° • -"• _-°° -A-..:- 1 a 11_1 I I—I I I_...I I IEI i _=III=1 I f=f 11� a _ . - ' _=1111.72111E1111----_I 11=111. NO. 6036 • -E EXISTING TUBING, CLAMP AND .� EXISTING WALL - DAMP PROOFING 'I= - i _ a< .••... �° •< •. 111-1 I-II= -1= SNAP-ON-COVER -- 1 I=I 11=11-1 I I—I 11=I 11=111—III=1 I I—I 11=111—I I I=1 I I-1 I I=11 i- t' ' 06/21 11 II I I-II 1�I 11-I I I-111=!I lE_I 1 I-111-111-1 I I—I I II I I_-111 ''` csk NEW '1- III=1 I I-1 11=11 I—III—III-1 I I—III 1 1 1-111=1 I I=1 I i �� j�� l its FOUNDATION I�I I —I=I I I=I lliillliillliil I� illliiil I Ii iI 1I=I 11==1'" /. �� i .� END WALL DETAIL �+ RESYSTA END PANEL @ GLAZING FOUNDATION AT DRIVE-THRU FOUNDATION AT STUCCO FINISH WALL w Scale: 1 1/2"= 1'-0" 6 scale: 1 1/2"= 1'-0" Scale: 1 1/2"= 1'-0" Scale: 1 1/2"= 1'-0" tY Q LlJY - - Uo STUCCO FINISH STUCCO FINISH N co I NAILER ,� NAILER _ / W CD / % _ / / _ ( / STUCCO FINISH /� �/ to 2X CONT. - / -f ROOFING MEMBRANE 2X CONT. / / .4 ROOFING MEMBRANE / i.1�. / EXISTING LINTEL U- (N H MEMBER / / TO EXTEND UP AND MEMBER / / TO EXTEND UP AND / n`� TO REMAIN Q N- / OVER PARAPET / OVER PARAPET _ // WALL SIDING. CONSTRUCTION ►' .��' VCS) o / f = / _ ,' PER SECTION . = W n LLQ ap / / _- I / PLYWOOD SHEATHING PER } >- W o '` / / '` , / / 4 / STRUCTURAL 0 © O - f Fkr , -m Z Et Q r�l 0 N / % / % / `� > NEW WALL rr U a / / / m CONSTRUCTION Ill 0 Cfl �C / / % / PER SECTION Q Q M {,� U - / 7 _ / APPLY NEW W.R.B OVER ► tY J / //, / SHEATHING -� Q- a- +, / / CANT ; '111111110: / /+' % ALIGN INSIDE FACE OF STORE #: 3366 / / _ / NEW 2X SILL PLATE ►�� INFILL WITH EXISTING / WALL FINISH / / x x / PROJECT #: 11071-036 - / / ISSUE DATE: Permit 06.07.2018 / / / - It / DESIGN MANAGER: NEHA RENGARAJAN p / / '/ / x � / EXISTING WALL LEED AP: / PRODUCTION DESIGNER: GPD GROUP _ _ CHECKED BY: TOM CONNER cts E ii / i / : .FLASHING / > Revision Schedule N I / 1/2" SEALANT& BACKER ROD / / ``' I ,/// / JOINT / / Rev Date By Description D RESYSTA SIDING PARAPET ,/ / / / 1/2"SEALANT& BACKER ROD CONSTRUCTION PER i / / / / U SECTION i / / STUCCO FINISH PARAPET ►:°;_' 7/,,/ STUCCO FINISH WALL ►__' n, l / / CONSTRUCTION PER l CONSTRUCTION PER V •/ SECTION - - / SECTION ,..---i % L/ — Interior 1st Floor L/ N N - SHEET TITLE: . ap NOTE: NEW EXTERIOR WALL MOLDING TO MATCH EXISTING PROFILE AND FINISH.V.I.F BUILDING DETAILS °0 NOTE: NEW PARAPET PROFILE& FINISH TO MATCH EXISTING.V.I.F NOTE: NEW PARAPET PROFILE& FINISH TO MATCH EXISTING.V.I.F SCALE:AS SHOWN o PARAPET AT RESYSTA SIDING PARAPET - SUCCO FINISH r3 EXTERIOR WALL MOLDING 4 WALL INFILL DETAIL SHEET NUMBER: 0 Scale: 3"= 1'-0" scale: 3"= 1'-0" Scale: 3"= 1'-0" Scale: 3/4"= 1'-0" NA-5002 CUT PENETRATION ADHERED MEMBRANE /0�/ FLASHING AND FOLD NOTE:VIEW OF WINDOW FROM THROUGH ROUGH FRAME DEPTH + 1/2" BONDING R/ OPENING, MINIMUM :________: _ `'~ AipppA 4141eftAilit N 2" ~� / I F PARAPET CONSTRUCTION PER '-� VERIFY HEIGHT OF BACK DAM 4111PP-71111 111;--. 1r % / I / I WITH WINDOW MANUFACTURER / SEAM PLATES AND <-2-- g ---:---___:--:-- \ AND INTERIOR TRIM, 3/4" MINIMUM i 2" 7-. 2"-----__........ BACK DAM / I TPO ROOFING 1111;11) - . . . . ._._, _ .___•..... _ _ . .______ _:_-_-_ : .._._..._. ____.._....... -_ _ _/ 1 INSTALL 3/8"WIDE _ If VI BONDING SEALANT JOINT ® / (MINIMUM)WITH BACKER/ SEALAN ROD AROUND INTERIOR : _ \\ �C 2017STARBUCKSCOFFEECOMPANY / / r� PERIMETER OF __ .1 : .AND THERMAL/ COVER D AT HEAD, JOAMBS, AND NT SLEEVE _ :_ -___: ..-- // STARBUCKS COFFEE / INSULATION SILL - - . -:---_-_- - 24 GAUGE SHEET METAL SILL fr 2° COMPANY / / WELDED - PAN, FULLY SOLDERED, SET ` 2401 UTAH AVENUE SOUTH / y : -_- -_ _ PAN IN FULL BED OF SEALANT, 6" �' _ _ DO NOT PENETRATE SEATTLE, WASHINGTON 98134 / AT SILL, INSTALL 41111_,PP°1°',000. 3�� HORIZONTAL SURFACES WITH (206) 318-1575 / / / llk _ SEALANT JOINTFASTENERS BETWEEN BACKDAM OFIIV THESE DRAWINGS AND SPECIFICATIONS ARE -- �� - r.. SILL PAN AND WINDOW ''ti SLOPE SILL PAN TO CONFIDENTIAL AND SHALL REMAIN THE SOLE r � ►�� + PROPERTY OF STARBUCKS CORPORATION, /J ♦�.�A`♦♦♦♦. ♦ �,� WHICH IS THE OWNER OF THE COPYRIGHT 1N ♦�� A, JAMB PENETRATION FLASHING FLASHING - TYP. WINDOW PAN (SHEET METAL) THIS WORK, THEY SHALL NOT BE i��i�i�*��+�♦i� INTERIOR SEALANT JOINT scare 318"= 1'-0" Scale: 1"= 1'-0'" REPRODUCED ON WHOLE OR IN PART), SHARED �� / / // / / / Scale: 318"= 1'-0"' WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS \ CUT - PROJECT WITHOUT THE PRIOR WRITTEN �' PENETRATION ,,, ATTACH PENETRATION CONSENT OF STARBUCKS CORPORATION. CAN �� ., FLASHING AND �� FLASHING TO ROUGH 1sii4400. FOLD THROUGH �, OPENING AT INTERIOR THESE DRAWINGS AND SPECIFICATIONS ARE \1 FACE OF FRAMING INTENDED TO EXPRESS DESIGN INTENT FOR A ROUGHOPENING, PROTOTYPICAL STARBUGKS STORE (WHICH IS MINIMUM 2 SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. BASE FLASHING AT PARAPET iiII*r TERFBOTTOMNEITHER NERITH® ►4'.4110 SELF-ADHESIVE �~ ABOVE) UNTIL A WRITTEN AGREEMENT IS FLASHING, SEE FACTORY \ FLEXIBLE FLASHING. FULLYEXECUTEDBY BOTH PARTIES.DETAILS FOR TYPICAL ��pFLASHING DETAILSFORMED CORNER BOOTS EXTEND STARBUGKS TEMPLATE VERSION 12017.11.03 PENETRATIONFLASHING 12" BEYONQ ROUGH zJ�>�;<<<Y�<; :OPENING AT EACH s •.. '' `TEND OF SELL �')"��`�., g° =:_ GPD Engineering and Architecture „ ` ,1.� Professional Corporation P 9" = 520 SOUTH MAIN ST. SUITE 2531 101 ® g AKRON, OH 44311 P: 330.572.2100 F: 330.572.2101 - GPD PROJECT NO: 2016355.20 2 2 �ig,D ASC' 10 HEAD FLASHING HEAD CORNER BOOTS SILL PENTRATION FLASHING c) MARK S.s:�l,ol}rx � w OH Scale: 318"= 1'-0" Scale: 3/8"= 1"-0" 0 scale: 3/8"= 1'-0" "� AKRON '--i AiNO. 6036 4\ ''; ca ..,,,„ .,,,,>,,, <1. '.---- 0 io. At,. "Apt, .,„.: .,..., .. -/..i.i..-..i..-..-..i._. ---,1,--,,, ,,, ,„ m ---..,, -,„. ''4-20iv X4 Q LAP WEATHER : ••---------------1-_-".---- _ : e- 1 RESISTIVE BARRIER CO FROM ABOVE OVER S _'_' - . : _-_- „ -RIP __ \ie' ----:--.-- :_-:-:_:-.--. , FACTORY FORMED CORNER W HEAD AND JAMB ♦ . . - :_::: __:::_:_: _ FLASHING, HORIZONTAL 1 14- ____ LAPS TO BE 6 MINIMUM, • , VERTICAL LAPS TO BE - 1 �, %0 4) 12"MINIMUM . [-"<" >r.-,-_._-_.:-_,._ g' TAPE ALL SEAMS WITH _ _____ 18" ilkblo CL MANUFACTURER g APPROVED AIR BARRIER �:-,y_ 84.4.4.- Rf TAPE. "'�, „N.._ 4.11.4A (_ '.:'._._'._:_':: g M/� Ivocr w = 1:2 •% . : �: __ 18" N ♦ =1 2t / UI O ` � po O I-- 1 SILL CORNER BOOTS < W 0 WEATHER RESISTIVE BARRIER (i?'1I HEAD PENETRATION FLASHING 1 UEC U o (.1":, Scale: 3/8"= 1'-0" it Scale: 3/8"= 1'-0" Scale: 3/8"= 1'-0" L-14 0 U-I CO Q m LO O C� p FULLY SOLDERED END '~ ,mss\ Cid. R 0_ F— } 24 GAUGE SHEET METAL �,,. *SEE DETAILS 13 AND 14 %\ STORE #: 3366 N HEAD FLASHING WITH 7 f3! DEGREE SLOPE , FOR TYPICAL PANS , PROJECT #: 11071-036 Al ~� ISSUE DATE: Permit 06.07.2018 N /411 6" s�� DESIGN MANAGER: NEHA RENGARAJAN • 1/2 A .� LEEDQ AP: 0 ~ PRODUCTION DESIGNER: GPD GROUP HEMMED DRIP • ;�'! R- CHECKED BY: TOM CONNER c EDGE, TYPICAL v��:Q�,� j E x^� SOLDERED END INSTALL STOREFRONT PER SHEET METAL SILL PANS, Revision Schedule c'n 1/4 MANUFACTURER'S SPECIFICATIONS, DO �' N 1 IF WINDOW INSTALLATION DIFFERS NOT PENETRATE PANS ' Rev Date By Description (n UNBROKEN FOLDED END FROM MANUFACTURER'S 1 . INSTALLATION INSTRUCTIONS, U 24 GAUGE SHEET METAL NOTIFY ARCHITECT OF HEAD FLASHING WITH 7 DISCREPANCIES 01 DEGREE SLOPEiiii-i.1 7::::''..'N'''' NIII 6 1/2" i11 I SHEET TITLE: AIN °_ /.1. 1 ll III ' FLASHING DETAILS HEMMED DRIP d ii' ao EDGE,TYPICAL �O�Q$� FOLDED END = d: .� "�� SCALE:AS SHOWN co 1/,' 1" SET SILL PAN IN N BEAD OF SEALANT a TYP. HEAD FLASHING c8DSTOREFRONT SILL PANAS SHOWN, SLOPESHEET NUMBER: cv41E) 4 PAN TO DRAIN A-6000 (0 Scale: 3/4"= 1'-0" Scale: 3/8"= 1 -0 Scale: 3/8"= 1 -0' EXTERIOR WINDOW SHEET NOTES AND DOOR SCHEDULE NOTES 4=110' DOOR SCHEDULE- D 1. NEW STOREFRONT DOUBLE DOOR WITH A. STARBUCKS VENDOR TO PROVIDE HARDWARE )11r - ; Ilk DOOR LOW E, 1"CLEAR INSULATED GLASS. SCHEDULE AND HARDWARE COMPONENTS. GC TO DESIGN ID COUNT DESCRIPTION WIDTH HEIGHT FRAME MATERIAL FURN. BY INST. BY COMMENTS TYPE HARDWARE SET INSTALL. i k DOOR 2. NEW TRANSOM WITH LOW E, 1"CLEAR 10086 1 DOOR-SINGLE IMPACT DOUBLE ACTING-361N 915MM 3'-0" 7'-0" H.M GC GC BLACK PLAM PL0019 FINISH F 1 INSULATED GLASS. C. SEE SHEET A-1104 FOR TAGGED LOCATION OF EXTERIOR 10190 2 DOOR-SINGLE FLUSH -36IN 3'-0" 7'-0" WOOD GC GC PAINT DOOR AND FRAME PX0042 E 2 DOORS. If It 10449 1 DOOR-STOREFRONT METAL FRAME DOUBLE-TYPE A 6'-0" 7' -0" BLACK POWDERCOAT TO GC GC A 3 B. SEE SHEET 1-1103 FOR TAGGED LOCATION OF MATCH EXISTING INTERIOR DOORS. ©2017 STARBUCKS COFFEE COMPANY RESPONSIBILITY LEGEND GC GENERAL CONTRACTOR STARBUCKS COFFEE SB STARBUCKS COMPANY 2401 UTAH AVENUE SOUTH EXTERIOR AND INTERIOR DOOR LEGEND 5/8" BOARD TYPE"X"GYPSUM 5B/08A DPE"X"GYPSUM SEATTLE, WASHINGTON 98134 METAL STUDS AS METAL STUDS AS (206) 31$-1575 n / / SCHEDULED SCHEDULED THESE DRAWINGS AND SPECIFICATIONS ARE / \ / / ll CONFIDENTIAL AND SHALL REMAIN THE SOLE . DOOR HARDWARE SET NO. 1 WORKROOM DOOR,@ BACKBAR PROPERTY OF STARBUCKS CORPORATION, / \ / NO ITEM DESCRIPTION MANUFACTURER FINISH WHICH IS THE OWNER OF THE COPYRIGHT IN / \ / / 1X SOLID PRESSURE 1X SOLID PRESSURE 1 EASY SWING DOOR& HARDWARE ELIASON DOOR PACKAGED WITH HARDWARE ELIASON BLACK POWDER THIS WORK. THEY SHALL NOT BE TREATED WOOD TREATED WOOD / \ / 4111111 4111 REPRODUCED(IN WHOLE OR IN PART), SHARED \ Tj / / BLOCKING BLOCKING WITH THIRD PARTIES OR USED IN ANY MANNER \ / \ \ DOOR HARDWARE SET NO.2 RESTROOM,PRIVACY ON OTHER PROJECTS OR EXTENSIONS TO THIS \ / \ \ DOUBLE RABBETTED NO RABBET FRAME NO ITEM DESCRIPTION MANUFACTURER FINISH PROJECT WITHOUT THE PRIOR WRITTEN METAL FRAME 3 HANGING DEVICES STAFBB179 DOOR HINGE 4.5x4.5 STANLEY HARDWARE CONSENT OF STARBUCKS CORPORATION. \ / \ \ 1 SECURING DEVICES (ACTIVE LEAF) PB5425LN LOCK, SHALLOW COIN TURN, THESE DRAWINGS AND SPECIFICATIONS ARE V \ _ \. PRIVACY PB5425LN-693-497-1 3/4-626 YALE LOCK 626 INTENDED TO EXPRESS DESIGN INTENT FOR A TYPE A TYPE E TYPE F 1 CLOSING DEVICES DORMA8916 DOOR CLOSER 8916 AF89P AL DORMA PROTOTYPICAL STARBUCKS STORE(WHICH IS 4 JAMB DETAIL SWINGING DOOR JAMB DETAIL 2 PROTECTIVE TRIM UNITS ROCJ102 KICKPLATE 10x34 ROCKWOOD SUBJECT TO CHANGE AT ANYTIME)AND DO 3 STOPS AND HOLDERS GJ64 RUBBER SILENCER GLENN JOHNSON NOT REFLECT ACTUAL SITE CONDITIONS. Scale: 3"= 1'-0" Scale: 3"= 1'-0" 1 STOPS AND HOLDERS ROC473 DOOR STOP W/HOOK ROCKWOOD NEITHER PARTY SHALL HAVE ANY OBLIGATION 1 LOCKSET D271;THUMBTURN INSIDE; OCCUPANCY FALCON 626 NOR LIABILITY TO THE OTHER (EXCEPT STATED INDICATOR OUTSIDE; DEADBOLT ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. DOOR HARDWARE SET NO.3 ALUMINUM DOUBLE STARBUCKS TEMPLATE VERSION 12017.11.03 NO ITEM DESCRIPTION MANUFACTURER FINISH 2 SECURING DEVICES(INACTIVE LEAF) R00555 12' FLUSH BOLTS ROCKWOOD 1 SECURING DEVICES(ACTIVE LEAF) MS1850S DEADBOLT ADAMS RITE .,_ _,.. 2 SECURING DEVICES(ACTIVE LEAF) FALA100C 7 PIN CORE COMBINATED"A" KEYWAY FALCON LOCK 626 1 SECURING DEVICES(ACTIVE LEAF) FALA100GCK CUT CONTROL KEY"A" KEYWAY FALCON LOCK 9 SECURING DEVICES (ACTIVE LEAF) FALA100CUK CUT USER KEY"A" KEYWAY FALCON LOCK 2 SECURING DEVICES(ACTIVE LEAF) LN2049 MORTISE CYL. SHELL 7 PIN W/AR CAM S.CHROME 26D GPD Engineering and Architecture 2 SECURING DEVICES(ACTIVE LEAF) LN2053 Adjustable Ring, Mortise Cyl. 5/16-13/32 CHROME 26D $ g 2 OPERATING TRIM ROC108 DOOR PULL HANDLE 108XUS32D ROCKWOOD 32D Professional Corporation 2 CLOSING DEVICES DORMA8916 DOOR CLOSER 8916 AF89P AL DORMA 520 SOUTH MAIN ST. 2531 2 STOPS AND HOLDERS DOOR STOP W/HOOK(473) ROCKWOOD SUITE44311 1 ACCESSORIES NGP13720 WEATHER STRIP 20'72x84 NATIONAL GUARD PRODUCTS, INC. P: 330.572.2100 F:AKRON, OH2.4311 2 ACCESSORIES PEM18026 DOOR SWEEP 36" PEMKO GPD PROJECT NO:F: 205 2.2101 0 1 THRESHOLD COMMERCIAL SADDLE THRESHOLD, 271_A PEMKP ALUMINUM 1 MISCELLANEOUS ITEMS BBW443 SIGN BBW ��,j) A1C "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" ,�. WINDOW SCHEDULE-..W.. ~�1it1t�I<S. S:1T,OI'r r� rn DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY FRAME MATERIAL COMMENTS K AKRON, OH C: ti X8001 1 ALUMINUM STOREFRONT WINDOW GC GC BLACK POWDERCOAT TO MATCH EXISTING LOW E, 1"CLEAR INSULATED GLASS • NO. 603'8 • X8002 1 ALUMINUM TRANSOM GC GC BLACK POWDERCOAT TO MATCH EXISTING LOW E, 1"CLEAR INSULATED GLASS , f(' ' / 1/1 8 tti WINDOW I CS' / 14076 1 WINDOW-DT WITH SPLIT TRANSOM-48X60IN 1205X1510MM- GC GC BLACK POWDERCOAT TO MATCH EXISTING USE IN CONJUNCTION WITH AA100 FLYFAN i , �� ! y }� a ALUMINUM -AIR CURTAIN (DID: 10721) s tAk E W Q I _ (r) W 0 O J N U (A L caa He °_ T 2 T U_ M coLL N 0) co 0 Q co W LL co 2 p o � p / 6'-4" / Z Q V.1.F. U < U O 3' - 11 1/2" / 6'-0" / C-17)1 W0 W (fl < to 0 0 ......... Q0 00 1111k _ \ - F— r �- N ""°�'"-- '-500 O ' - STORE #: 3366 a)a — ___ PROJECT #: 11071-036 0 �I I ISSUE DATE: Permit 06.07.2018 a� — 6 o DESIGN MANAGER: NEHA RENGARAJAN a -1002 o LEEDO AP: PRODUCTION DESIGNER: GPD GROUP N ` F,, 0 0 CHECKED BY: TOM CONNER m 8 E `o T '-500 Revision Schedule la5N _ Rev Date By Description U J a QSHEEDRIVE-THRU WINDOW 14076 STOREFRONT WINDOW - X8001 ® DOUBLE STOREFRONT DOOR- 10449 & TRANSOM -X8002 Scale: 1/4 = 1 -0 Scale: 1/4 = 1 -0 Scale: 1/4 1 0 T TITLE: 11 WINDOW AND DOOR Cci SCHEDULES - -if SCALE: AS SHOWN ao Tc:-; SHEET NUMBER: N O N A-6001 WALL BLOCKING KEY INTERIOR WALL LEGEND SHEET NOTES INTERIOR FLOOR PLAN NOTES - 41111111 II IIIIII "illirlikir , ////////////////,J NEW FULL HEIGHT 1. ALIGN FINISHED FACE OF WALL TO EXISTING FINISH. A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS Aer .... ..... SYMBO ITEM WEIGH HEIGHT APPROX. AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF 411 It- 2. CASEWORK SHOWN DASHED. ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL SHELVES AT BACKBAR 250 LBS EXISTING WALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM n SEE 15/1-5001 FOR MORE INFORMATION 3. EXISTING ELECTRICAL PANEL, SEE ELECTRICAL POINT. DRAWINGS. I ' I ` B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED4111 -lb MERCHANDISE 300 LBS 1'-4"TO 6'-0" FULL WIDTH OF WALL EXISTING 4. WING WALL, SEE INTERIOR ELEVATIONS AND DETAIL WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT B SHELVING _ 14/1-5001. ANY WALL ATTACHMENT AND/OR SIGNAGE. 3'-O"CENTERED ABOVE 3-COMP 5. EXISTING STRUCTURAL COLUMN TO REMAIN. D. ALL DOORS TO PROVIDE 36"(915MM)MINIMUM CLEAR 0 2017 STARBUCKS COFFEE COMPANY G 3-COMPARTMENT 300 LBS 4'-6"TO T-0" OPENING WHEN OPENED TO 90 DEGREE POSITION SHELVES SINK 6. EXISTING DOOR TO RECEIVE NEW PAINT TO MATCH UNLESS OTHERWISE NOTED. �^�► ADJACENT WALLS, SEE EXTERIOR ELEVATIONS. STARBUCKS COFFEE 1/D RR GRAB BARS 300 LBS 2'-4"TO 3'-0" 1-0"AROUND WC 7. NEW ELECTRICAL PANEL, SEE ELECTRICAL E. MEET STARBUCKS AND/OR CODE REQUIREMENTS. COMPANY (( DRAWINGS 2401 UTAH AVENUE SOUTH F. INSTALL 1/4"(6MM)GREEN BOARD ON BACKBAR WALL SEATTLE, WASHINGTON 98134 CI ARTWORK 50 LBS VARIES 1'-4" BEHIND MOUNTING BRACKET 8. BANQUETTE OUTLINE. PER SPECIFICATION. (206 318-1 75 G. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS DRIVE THRU 100 LBS 4'-O"TO 6'-4" 6'-4"AT DT WINDOW SHOWN OR NOTED OTHERWISE. THESE DRAWINGS AND SPECIFICATIONS ARE F COMMUNICATIONS CONFIDENTIAL AND SHALL REMAIN THE SOLE H. SEE SHEET A-6001 FOR EXTERIOR DOOR AND WINDOW PROPERTY OF STARBUCKS CORPORATION, EQUIPMENT SCHEDULES. SEE SHEET A-1101 FOR TAGGED WHICH IS THE OWNER OF THE COPYRIGHT IN TEA SHELVES 250 LBS 4'-6"TO 5'-6" 8'-0" SEE DETAILS ON 1-5002 FOR LOCATIONS OF EXTERIOR WINDOWS AND DOORS. THIS WORK. THEY SHALL NOT BE MORE INFORMATION REPRODUCED(IN WHOLE OR IN PART), SHARED I. STARBUCKS VENDOR TO PROVIDE HARDWARE WITH THIRD PARTIES OR USED IN ANY MANNER - SCHEDULE AND HARDWARE COMPONENTS. GC TO ON OTHER PROJECTS OR EXTENSIONS TO THIS SHELVES AND DATA 300 LBS 3/4"AC 3'-0"CENTERED ABOVE MANAGERS INSTALL. PROJECT WITHOUT THE PRIOR WRITTEN RACK PLYWOOD DESK AND DATA RACK CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A BANQUETTE SEE BANQUETTE SECTION ON 1-5003 FOR MORE INFORMATION WALL TYPE LEGEND PROTOTYPICAL STARBUCKS STORE(WHICH ISSUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. IEXISTING WALL FRAMING AND EXTERIOR �_m ..__- ____ NEITHER PARTY SHALL HAVE ANY OBLIGATION SUBSTRATE PER LL,518"GYPSUM BOARD ON NOR LIABILITY TO THE OTHER (EXCEPT STATED INTERIOR BY GC(MOISTURE RESISTANT ON RR, ABOVE)UNTIL A WRITTEN AGREEMENT IS WORKROOM,AND BACKBAR WALLS FULLY EXECUTED BY BOTH PARTIES. N\ / / 1 STARBUCKS TEMPLATE VERSION 12017.11.03 1 RE-CLAD EXISTING EXTERIOR WALL RESYSTA "''`y SIDING/RAIN SCREEN >s . INSTALL RESYSTA SIDING OVER 1X FURRING z STRIPS VERTICALLY AT 24"O.C. WITH W.R.B. (2 LAYERS)AND PLYWOOD SHEATHING , _ �, GPD Engineering and Architecture 1 B NEW EXTERIOR RAIN SCREEN WALL Professional Corporation 0,A./ 14076 - r 1•B2X6 STUD WALL WITH HORIZONTAL RESYSTA 520 SOUTH MAIN ST. SUITE 2531 1'-8 3/4" 19'-7 1/2" )\ AKRON, OH 44311 //��/ �� /� f / SIDING, 1X FURRING STRIPS VERTICALLY AT 24" OC.C. W.R.B(2 LAYERS) PLYWOOD SHEATING R- P: 330.572.2100 F: 330.572.2101 EW X8001 0> 1 B O /\ O 19 BATT INSULATION (W/VAPOR BARRIER ON GPD PROJECT NO: 2016355.20 - �r �� `•f INSIDE)5/8"ABOVE CEILING E'X"GYPSUM WALL BOARD TO 6" ��j} �) r. li. AlOr ;1.s.\ L, / O v -�/ / Iii' < ` NEW FULL HEIGHT PARTITION WALL ti, ,.0, OMARK S.SALOPEK rn 14 / • 3 518"20 GAMETAL STUDS WITH 5/$" (16 MM)TYPE"X"' iAKRON, O �, l /// .///////�/ \ I-5001 /////////////f//////Ij////////� / OH /\ GWB,AND MOISTURE RESISTANT 5/8"(16 MM)TYPE"X" r►'.� `"? G 66 A I 0 / 4 GWB ON WORKROOM AND BACKBAR SIDES TO • NO. 6036 • © r i O CO 1 CED NG WHEREOCERSIDE OF OCURSCK ABOVE OR 6"ABOVE ��,� 63 06/21 /18/.g g� �� i v, 3 NEW FULL HEIGHT PARTITION WALL W/INSULATION (( l r I •7D 10086 9'-5 1/4" 1P �'I N. 10' -3" 7 -4 3/4" 9'-3 1/2" 11 -5 3 5/8"20 GAMETAL STUDS WITH ACOUSTICAL BATT ti / / INSULATION AND 5/8" (16 MM)TYPE"X"GWB, AND NI\ W MOISTURE RESISTANT 5/8"(16 MM)TYPE"X"GWB ON Q 1--I 0 1'-0"� RESTROOM SIDE TO UNDERSIDE OF ROOF DECK &,-i_----i f! z I / -6001 ABOVE. W © 0 / 3 6f I NEW FULL WEIGHT PLUMBING WALL - I ( 1 ,. 1 I , ' O 6"20 GA METAL STUDS WITH ACOUSTICAL BATT s 4 j 3 INSULATION AND MOISTURE RESISTANT 5/8"(16 \ ' ' MM)TYPE"X"GWB ON BOTH SIDES TO UNDERSIDE Q - 0 % OF ROOF DECK ABOVE. W�� 0 NEW FULL HEIGHT PARTITION WALL W 15' -3" / 35/8"20 GA METAL STUDS WITH 5/8" (16MM)TYPE"X" �\ CO GWB ON ONE SIDE, (OR MOISTURE REST BTAANT 5/$" ,-- NI" - LL 0 N TYPE"X"GWB ON WORKROOM OR BACKBAR SIDE)TO _ j.= 0 / ///////////////////�1////// UNDERSIDE OF ROOF DECK ABOVE OR 6"ABOVE "� CD Or B , CEILING WHERE OCCURS. t/) 1co \/ O ` / NEW FULL HEIGHT PARTITION WALL W IZ u_ pL 2 A _/° CI 6 10'-2 1/2" "20 GA METAL STUDS WITH 5/8"(16 MM) Q ��. [ �// .1";) 0 U _ MOISTURE RESISTANT TYPE X GWB ON ONE z LL Q {f) cn M D 10190 SIDE TO UNDERSIDE OF ROOF DECK ABOVE OR \ U U CD N I o, 4 0 6"ABOVE CEILING WHERE OCCURS. W W LL r '-6001 O Lo 0 0 : ‹-, R '<> O 0 7 NEW FULL HEIGHT PARTITION WALL v\ t W a F— - -J - �'-'/ 6"20 GA METAL STUDS WITH 5/8"(16 MM)TYPE"X" N. > - - - — - - - — - - - — - - - — - - - - - - — - - - `- - - - _ 4 D 10190 / GWB ON BOTH SIDES TO UNDERSIDE OF ROOF \ STORE #: 3366 r O / 0 DECK ABOVE. -6Q1 / 6'-5" PROJECT #: 11071-036 3 Cr)l' c-J) Jf R N ✓. o_ o . o ISSUE DATE: Permit 06.07.2018 DESIGNcn Lc) MANAGER: NEHA RENGARAJAN `� € / LEEDOAP: L C° j 3 f PRODUCTION DESIGNER: GPD GROUP 1 / ,w CHECKED BY: TOM CONNER z / [D (ljj• SYMBOL LEGEND )+ '1 ; Revision Schedule N 1 DATUM Rev Date By Description D o D 10449 0- SHEET TITLE: a. INTERIOR FLOOR PLAN ai 1ST FLOOR - INTERIOR FLOOR PLAN _ 2' 4' 8' & DOOR SCHEDULE Scare: 1/4"= 1-0" N 1 S-e:1!4"=t-0" SCALE:AS SHOWN o SHEET NUMBER: N caN 1-1103 to DIMEN ALL POINT STUB DATUM STUBOUPSUIT SHEET NOTES PENETRATION PLAN NOTES *** TO BE WITHIN 1'-9" THIS BOUNDARY 1. (N) FLOOR SINK, SEE PLUMBING FOR ADDITIONAL A. ALL STUB-UP DIMENSIONS ARE RELATIVE TO FINISHED go EQ EQ DIMENSION DATUM ALL CONDUIT INFORMATION. WALL LOCATIONS (SHOWN AS OUTLINES ON THIS PLAN). ..), DIMENSION ALL CONDUIT POINT REFER TO FLOOR PLAN FOR WALL PLACEMENT. STUB UPS 2. (N) ELECTRICAL PENETRATION AREA, SEE - - — - - — - 0\ DATUM STUB UPS 1' _6„ TO BE WITHIN _ _ - _�3 _ `' _� POINT 7" TO BE WITHIN THIS ELECTRICAL DRAWINGS. B. FLOOR SINK: REFER TO CUT SHEETS FOR COMPONENT j17 ■ Y—D■ w THIS BOUNDARY EQ EQ SPECIFICATIONS AND CUTOUT REQUIREMENTS. \ EQ EQ3. (N) PLUMBING PENETRATION AREA, SEE PLUMBING 314" LAN , \ - - — - - - - — - - DRAWINGS. C. WASTE LINE PENETRATIONS: REFER TO PLUMBING CONDUIT \ - C� in — Q • -pi PLANS FOR INDIVIDUAL LINE LOCATIONS. TO POS 1 SAFE , a �\ \ — ■ w 4. (E)WASTE DRAIN FOR MOP SINK. 3/4" ISOLATED uj - D. STUB-UP PENETRATIONS: REFER TO ELECTRICAL AND ©2017 STARBUCKS COFFEE COMPANY GROUND 3/4" POWER - 3/4" POWER 5. (E)WASTE DRAIN FOR TOILET. PLUMBING PLANS FOR INDIVIDUAL STUB-UP LOCATIONS. POWER CONDUIT CONDUIT TO FOODCASE TO ELECTRICAL 6. (N) FLOOR CLEAN OUT, SEE PLUMBING FOR E. TOILET FLOOR PENETRATION: REFER TO CUT SHEETS STARBUCKS COFFEE 3/4" LAN CONDUIT TO CWF STUB UP112" PHONE TO 3/4" POWER ADDITIONAL INFORMATION. FOR STUB-UP LOCATION RELATIVE TO FINISHED WALL. COMPANY MANAGER'S STATION HW STUB UP MANAGERS DESK FUTURE 7. DATUM POINT FOR LAYING OUT THE ENGINE, F. PENETRATION TO BE LOCATED ON CENTERLINE OF WALL 2401 UTAH AVENUE SOUTH 3/4" ISOLATED GROUND -- 1/2" DATA TO 1/2" SECURITY TO CORNER OF NEW WALL. OR AS REQUIRED PER CONDITIONS. SEATTLE, WASHINGTON 98134 POWER CONDUIT CW STUB UP MANAGERS DESK MANAGERS DESK 8. DATUM POINT FOR LAYING OUT THE BOH AND G. GENERAL CONTRACTOR TO COORDINATE WITH SPECIFIC (206) 318-1575 RESTROOMS, CORNER OF NEW WALL. TRADES AND SITE CONDITIONS TO DETERMINE ACTUAL ® STUBUP © FRONTBAR 4 STUB-UP @ FRONTBAR STUB-UP @ POS/SAFE LAYOUT. THESE DRAWINGS AND SPECIFICATIONS ARE 9. (N) GREASE TRAP AT SAME LOCATION AS EXISTING. CONFIDENTIAL AND SHALL REMAIN THE SOLE Scale: 1 1/2" 1'-0" Scale: 1 1/2" 1'-0" oscale: 1 1/2" = 1'-0" PATCH AND REPAIR FLOOR AS NEEDED. SEE PROPERTY OF STARBUCKS CORPORATION, PLUMBING DRAWINGS FOR MORE INFORMATION. WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE 10. (E) FLOOR SINK TO BE RE-USED, SEE PLUMBLING REPRODUCED (IN WHOLE OR IN PART), SHARED FOR ADDITIONAL INFORMATION. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 11. CASEWORK SHOWN DASHED. PROJECT WITHOUT THE PRIOR WRITTEN 30' -8 112" CONSENT OF STARBUCKS CORPORATION. �1/ / 12. (E) FLOOR SINK TO BE CAPPED. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS 29'-6" SUBJECT TO CHANGE AT ANYTIME)AND DO / ) NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION 29' 0" / / NOR LIABILITY TO THE OTHER (EXCEPT STATED PENETRATION SYMBOL LEGEND ABOVE) UNTIL A WRITTEN AGREEMENT IS 28'-8 1/2" FULLY EXECUTED BY BOTH PARTIES. / 11 FLOOR STARBUCKS TEMPLATE VERSION i2017.11.03 28'-6 112" - - FLOOR 28'-5314" .,„ ,A'm., :timinft.,,,%, 23' - 1" -t-si- PLUMBING PENETRATION / 23' 3112" A ' 15'-6 114" -E =e= - ELECTRICAL PENETRATION 17'- 10 1/2" 7 / GPD Engineering and Architecture / /- 4- DATUM Professional Corporation 520 SOUTH MAIN ST. SUITE 2531 14' -7 314" / 6' -2 114" 0 FLOOR CLEAN AKRON, OH 44311 P: 330.572.2100 F: 330.572.2101 0 t 1 .--- ic 2 GPD PROJECT NO: 2016355.20 c.—....__. 1-1104 O O `S�� v4 4,� \ \ \ \ \= \ \ o\ \ \ \ U MARK S. SALOPEK 51 4 r -t`- AKRON, 01-1 1 — 0 -1 ..... i.i • NO. 6036 e 4 T i 06/21 /18 ) CV tP hit 'ill (.0 zo A P. AFJ , AIA T-- co 0) 4 IIT \ @ 0 _176P(414-. , t \ CO El LLI s - - 10 0 O . 1 r 0 1 I \ \ -....--. I!- .. C rfi' _ _ .-. FLOOR SINK SET FLUSH ``� ( )(*1 ) -I WITH TOP FINISH FLOOR a. CAULK JOINT 0m l �� 1 -_ 11 4 5 ica2I 11� 104/ I� 1104 I-1104 THIN SET CERAMIC TILE, T`�. W i \� �/ N • r SUBFLOOR, VARIES U– N i= j 0 0) �� w OC ❑ ❑ O Q t N— elu 0 Q ❑ (71 pill H N I: t € P� NO HUB CONNECTION W W 1 15003 O .r•_. ----) To CY o �Lo U 0 I 33 0 ~-'� 3" TAIL PIECE aH CL. r .. O5 11 ii -- STORE #: 3366 a PROJECT #: 11071-036 O FLOOR SINK DETAIL ISSUE DATE. Permit 06 07 2018 co :: o DESIGN MANAGER: NEHA RENGARAJAN --� © scale: 3"= 1'-0" CI _0 1111=2=: LEEDG AP: PRODUCTION DESIGNER: GPD GROUP t © CHECKED BY: TOM CONNER 0. g i .i: 7' 6' 2114" / Revision Schedule (L) L......_____ Rev Date By Description a) n U 2 SHEET TITLE: a. PENETRATION PLAN oi 1ST FLOOR - PENETRATION PLAN 01 2' 4' 8' d' I J SCALE: AS SHOWN 4 scale: 114"= 1'-0" Seale:114"=1'-0" 00 p SHEET NUMBER: N co N 1-1104 FURNITURE, FIXTURE AND *Iff EQUIPMENT PLAN NOTES A. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL Alkir r' 1 1 k 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 EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR ©2017 STARBUCKS COFFEE COMPANY EQUIVALENT. — - D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED STARBUCKS COFFEE THREADS, EMBELLISHMENTS OR OVERHANGING EDGES COMPANY THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. 2401 UTAH AVENUE SOUTH E. WARMING OVEN(S)SHOWN FOR PERMITTING SEATTLE, WASHINGTON 98134 PURPOSES. INSTALLATION AT STORE OPENING TO BE (206) 318-1575 VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE F. EACH HAND WASHING SINK WILL HAVE A SINGLE PROPERTY OF STARBUCKS CORPORATION, SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND WHICH IS THE OWNER OF THE COPYRIGHT IN SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING THIS WORK. THEY SHALL NOT BE FAUCET. REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER G. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING ON OTHER PROJECTS OR EXTENSIONS TO THIS DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO PROJECT WITHOUT THE PRIOR WRITTEN THE ELECTRICAL DESIGN PLAN. CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE H. CONFIRM ALL NECESSARY CLEARANCES PER PRODUCT INTENDED TO EXPRESS DESIGN INTENT FOR A CUT SHEET REQUIREMENTS FOR ALL EQUIPMENT(E.G. PROTOTYPICAL STARBUCKS STORE (WHICH IS ICE MACHINE). SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. I. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO NEITHER PARTY SHALL HAVE ANY OBLIGATION CASEWORK ELECTRICAL DETAILS, NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. SHEET NOTES STARBUCKS TEMPLATE VERSION 12017.11.03 1, GENERAL CONTRACTOR TO REVERSE DOOR HINGE ON UNDER COUNTER REFRIGERATOR TO LEFT-HAND AX10010 SWING, AS SHOWN. ,,� ':.:..... R 2. SECURE LOCKERS TO WALL. A. 1='117246 IF! 17246 I` •.- 0 E 7808 E 11115 E 10992 A 10075 3. (N) COMMUNITY BOARD. GPD Engineering and Architecture -.._ • a 0 E 10808 4. RELOCATED (E) SPEAKER TO BE MOUNTED AT Professional Corporation -----------------------n: irt- _ MAXIMUM HEIGHT PER CUTSHEET UNLESS NOTED 520 SOUTH MAIN ST. SUITE 2531 T _ W_ v ...- / Illr i 1 i i OTHERWISE. AKRON, OH 44311 �__.•_ r �E 10267 l U 24 P: 330 572.2100 F: 330.572,2101 I '� -• �i r — __ .® I-f 5. RELOCATED (E) CUP DISPENSERS. GPD PROJECT NO: 2016355.20 , L ; 2 cis , la 0 - .I 18 6. RELOCATED (E) LABELERS/ PRINTERS. � �� - ` E 18159 E 16623 �,��`` _�1 o / E 14462 'Y - 27 27 17264 '''',.C.) f F 18110 F 181101E 18110 F 18110 / - — —s ( 2 O ` Ei 11815 2D © • 7. RELOCATED (E) ESPRESSO MACHINE. '�, e 1w1 E 1D416 [� 1fr�RI> S. S:II.OPT;It [�s / s, L 0 E 166 E 10305 - - -- ( • - WORKROOM 0 8. RELOCATED (E) POS EQUIPMENT. AKRON, OH `-i ..—.1 �+ E 10267 E 10267 E 14267 J — IO A! 10075 A 10028 E 12618-4 f /' �} 2g 9. RELOCATED (E)COFFEE WARMERS AND SHUTTLES. ° NO. G03F; i E�17588Car © 1 A 10024 } l / 23 1 r E 10462 13 tI'� ,,,le 06/21 /18 © 17852 �� E 10527 i O y i O 10. RELOCATED (E} BLENDER. q O E 10416 I co 12 CKBARi.fr [F 173401(6? Cie.BA E 17255 E 10416 R ed . 11. RELOCATED (E) BREWER. L'/J j 111 �.I s e. r �� - a8 _. - ,, �— E 10462• F K18695 (7) 11 ��U Y I F 1E1 e 12, RELOCATED (E) UG REFRIGERATOR. GG TO ENSURE ( l R ,._ (----� %� O O E 10416 y i _.. �? , CD " E 10462 DOOR SWING AS SHOWN. w I Q III �� -� ,.� 13. (E) FREEZER. 2 '` �� s A 10075 E 10527 _.,---"77 E 10462 s ■� ®- A 10014 E 14523 O14. RELOCATED (E) 90 LB. ICE BIN. W Y 7 A 10075 7O E 16238E 10416 C U O �� G�C1685G � E 1367fi �� 15. RELOCATED (E) DT EQUIPMENT. },.... 1 ` i; 111 �� 7 /'" s$... _HF181o5k16) CAFE E 10462 . 16. RELOCATED (E) MERCHANDISE BASKET. lj � F 18642 i \\ /� E 10416 ^ " 19 17. RELOCATE] (E) MANAGER WORKSTATION AND DATA 0... \ 0 28 ,� v E 11815 -, -' a ® - RACKS. CD (2)F 17341 ■- — 7_ - - •' F 17775 .. 0 17775 .• �- - _ a 18. (E) MOP SINK, WATER FILTRATION AND WATER W = ... ....,, bi___, = ill �} Al) E 10416', �`„ HEATER. - 10. _ �......._._. i 21 21 21 E 10462' CO - \ e �' r E 10222 19. RELOCATED (E) REFRIGERATOR. Cr- N F 18469 (6) - 1 /� �� •/ L ,- k 1 IE 10838 3'I LLi- - N. i © J N I- _ ® F 16520 7 ® ► 1269 20. (E) ICE MACHINE AND BIN. < . . U N ( ) F 18468 F 18468 0 E 11104 s �,} _ _— _ 4 TYP. F 17644 (7) © 11815 18 ! E 10293 Qo I ` 1 21. RELOCATED (E) METRO STORAGE RACKS. 2 . Q 1-5003S �- - / i I [ w 000 - �. 7 F 186429 7 3 € b t , w D O p IN .1. - I-5003 € 22. RELOCATED (E) HAND SINK ANb ACCESSORIES. Q E ❑�- F 18792 - Ipr 13 E 13578 23. (N) GREASE INTERCEPTOR LOCATION. SEE PLUMBING Z ¢ (n ❑ .1 F 18467 TYP. _ ?1 � m 1 >- H VL } DRAWINGS. Et i U Q U O Qf - �. _ 00 A I I M.... - W W E. i= itt FX1879 1 . '. ,- 24. (N) TRASH BIN. O C� O 40 C9— � 11111 1111111111,11 [ 1111111111l_f1111111111111111111.111111111111111 U `1 0 .r) 25. RELOCATED (E) FIRE EXTINGUISHER. a H 11 r p J1 ., i....,�...��._" E 10769 t _ E 10769 26. RELOCATED (E) DISH WASHER. �F 187x2 ( STORE #: 3366 fY 3 I 1 27. RELOCATED (E) OVEN. PROJECT #: 11071-036 Qr IN I , -� ...-------11-_-_—„ 28. RELOCATED (E) MERCH CUBE. ISSUE DATE: Permit 06.07.2418 - - - - - - - - - - - - - - - - - - DESIGN MANAGER: NEHA RENGARAJAN 22' -2" 0 i n 1-41 ELECTRICAL DEVICES ON DEMOLISHED WALLS. PRODUCTION DESIGNER: GPO GROUP u) lr \ 102/ COORDINATE WITH RESPECTIVE DICIPLINES CHECKED BY: TOM CONNER �� ASSOCIATED WITH ANY DEVICES IN THIS AREA. n COORDINATE ALL WORK WITH CONSTRUCTION E SUPERVISOR PRIOR TO REMOVAL AND RE- Revision Schedule 12 INSTALLATION. Rev Date By Description N co D 0 SHEET TITLE: a FFAND EPLAN 1ST FLOOR - FURNITURE, FIXTURES, AND EQUIPMENT PLANel) Cil_ ai ; 2' 4' 8' 4 Scale: 114" = 1C SCALE: AS SHOWN CO Scale:114"=1'-0" CE) SHEET NUMBER: N 4 N 1-1105 co SHEET NOTES CASEWORK PLAN NOTES 4Itte 1. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. A. GENERAL CONTRACTOR TO NOTIFY STARBUCKS jofr w.; 111111146. CONSTRUCTION MANAGER IMMEDIATELY IF A 2. LED STRIP LIGHTING UNDER COUNTERTOP. SEE DISCREPANCY EXISTS BETWEEN CASEWORK SHOP ELECTRICAL DRAWINGS. DRAWINGS, SITE DIMENSIONS, CASEWORK PLAN OR ACTUAL CASEWORK FIXTURES. ALL DIMENSIONS TO BE 3. SHROUD NEXT TO PITCHER RINSER. SEE 3/1-5002 FOR TAKEN FROM DESIGNATED DATUM POINT. DETAIL. B. STARBUCKS CONSTRUCTION MANAGER TO COORDINATE AND SCHEDULE CASEWORK DELIVERY DATE. GENERAL 1' -2" CONTRACTOR TO CONFIRM CASEWORK DELIVERY DATE / /� WITH CASEWORK MANUFACTURER AT FOUR (4)WEEKS 0 2017 STARBUCKS COFFEE COMPANY Q (� F{ ci PRIOR AND THEN ONE (1) WEEK PRIOR TO SCHEDULED 1: 1_� v 1' -6 314' DATE OF DELIVERY. 0 C X1190 STARBUCKS COFFEE I N ! `- C. STARBUCKS CONTRACTS DIRECTLY WITH CASEWORK f _<. ) -. -t• VENDOR TO SUPPLY CASEWORK LISTED IN CASEWORK COMPANY r� I SCHEDULE, UNLESS OTHERWISE NOTED. _ (2) CX1774 . 2401 UTAH AVENUE SOUTH __ / 2' 3 314" 7' 6114° A SEATTLE, WASHINGTON 98134 D. REFER TO CASEWORK INSTALLATION MANUAL • -- PROVIDED BY CASEWORK VENDOR FOR COMPLETE (206) 318-1575 175811 - I INSTALLATION INSTRUCTIONS. C 175801--- 1 „� THESE DRAWINGS AND SPECIFICATIONS ARE i` I E. ALL CASEWORK BOX BASE UNITS SHALL BE SET ON 1/4" CONFIDENTIAL AND SHALL REMAIN THE SOLE II (6MM) NON-ABSORBENT PLASTIC SHIMS PROVIDED BY PROPERTY OF STARBUCKS CORPORATION, ir.,i,i_, �W.•a� = ` O O O CASEWORK VENDOR. WHICH IS THE OWNER OF THE COPYRIGHT IN 3[ RI�, o� I IITHIS WORK. THEY SHALL NOT BE L� �1 ? �I F. SEE WALL FINISH PLAN FOR LOCATION, TAGGING, AND REPRODUCED (IN WHOLE OR IN PART), SHARED 175801 II • FINISH SCHEDULES OF APPLIED WALL TREATMENTS. WITH THIRD PARTIES OR USED IN ANY MANNER 0 13' 7 112" I I ON OTHER PROJECTS OR EXTENSIONS TO THIS G. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFITPROJECT WITHOUT THE PRIOR WRITTEN _ LOCATIONS. CONSENT OF STARBUCKS CORPORATION. 0 ® _____ GA 1 — ` THESE DRAWINGS AND SPECIFICATIONS ARE ,, ' H. REFER TO UPPER CABINET ATTACHMENT DESIGN DETAIL INTENDED TO EXPRESS DESIGN INTENT FOR A FOR INSTALLATION INFORMATION. PROTOTYPICAL STARBUCKS STORE (WHICH IS i SUBJECT TO CHANGE AT ANYTIME)AND DO = CX17896 CX18721 I. POINT OF SALE AND HAND-OFF PLANE TO BE INSTALLED NOT REFLECT ACTUAL SITE CONDITIONS. 1 AT A MAXIMUM HEIGHT OF 2'-10" (860M ) F F NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED 0 ABOVE) UNTIL A WRITTEN AGREEMENT IS ENLARGED CUSTOM COUNTER TOPS a0 BACKBAR FULLY EXECUTED BY BOTH PARTIES. ....Il Scale: 112"= 1'-0" STARBUCKS TEMPLATE VERSION i2017.11.03 f`� CX1191 (4) At4;;;.7,7:ff-t,„..< `fI II- 2' -71/2"IAAA. Alljc G D Engineering and Architecture ` \ Professional Corporation i ' 520 SOUTH MAIN ST. SUITE 2531 o AKRON, OH 44311 -- - - P: 330.572.2100 F: 330.572.2101 co 1ST FLOOR - UPPER CASEWORK PLAN GPD PROJECT NO: 2016355.20 Scale: 114"= 1` 0" ��' Cti� f�rn () MARK S. SALOPEK \\ - - 1 n — cisO e© ` ''T'� TT " TT NU. GQ3�; +�zc.p. 06/2- PI 8 CC17828 - l017828 \ a. ..00. .A. ,,,p,,,,}A fi, 10'-3" _.I CX17896 5 • -7 1 E \ 3�\C 17754 CX18721 1-1107 63 C X1001 Q V.I.F. ! O CX18139 _ IC 17574 C 11155 -C 17896 C 17809 - CX17838 ::_. � . / _�_ ®W... 9' - 1 112„• ,� _ n 1 0 1 i o r : / - / CASEWORK LEGEND WY ��` � c 1773 —� � � 1 : '� U IzO _ J6--ICx1001I CX17828- �`//"� INDICATES STAINLESS STEEL (SST) COUNTERTOP �� O O f O O O O O 10 JC 148991 CI17747 I e ENLARGED CUSTOM CORNER COUNTER ^Q I ' --,t I U I 4 INDICATES SOLID SURFACE (SS) COUNTERTOP L.L: i , l,_1 .,I • 1 E scale 318 = 1 aI • J , o / / L!- DATUM POINTW21-1107 1789fi C 17575 CX10342C 17824 UCO COC111155i C 17573 C C1784� C 17740 IC 17741 C 17574 0 17747 LJ. - N,. 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APPLY PAINT PX0042-ES TO ACT , TYP, A. IF REQUIRED BY LOCAL CODE, GENERAL CONTRACTOR '^ TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH 2. APPLY PAINT PX0042 TO GYP. CEILING, TYP. POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE 3. (N) LIGHT SCONCE, SEE RESTROOMS ELEVATIONS REQUIRED IN GYPSUM SOFFIT OVER FRONTBAR, ' FOR MOUNTING LOCATION, SEE ELECTRICAL FOR CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL ADDITIONAL DETAILS. CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTION MANAGER FOR APPROVAL 4. (N) TRACK HEAD, SEE ELECTRICAL, TYP. PRIOR TO INSTALLATION. 5. (E) RECESSED CAN LIGHT TO REMAIN, SEE B. GENERAL CONTRACTOR TO PROVIDE AND LOCATE ©2017 STARBUCKS COFFEE COMPANY ELECTRICAL, TYP. SPRINKLERS PER LOCAL CODES. CONTACT STARBUCKS CONSTRUCTION MANAGER IF DESIGN INTENT IS STARBUCKS COFFEE 6. (N) 2X4 TROFFER, SEE ELECTRICAL, TYP, AFFECTED. 7. (E)SUPPLY DIFFUSER TO REMAIN, SEE MECHANICAL. C. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE COMPANY ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING 2401 UTAH AVENUE SOUTH 8. (E) RETURN DIFFUSER TO REMAIN. SEE MECHANICAL. GRID COLOR WHEN APPLICABLE. SEATTLE, WASHINGTON 98134 D. LEAVE (10)ADDITIONAL RETAIL CEILING TILES, TO MATCH (206) 318-1575 9. (E) EXHAUST GRILLE TO REMAIN, SEE MECHANICAL. RETAIL CEILING PAINT COLOR, ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE USE. THESE DRAWINGS AND SPECIFICATIONS ARE 10. RELOCATED SPEAKER. CONFIDENTIAL AND SHALL REMAIN THE SOLE E. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR PROPERTY OF STARBUCKS CORPORATION, 11. (E) EMERGENCY EXIT LIGHT, SEE ELECTRICAL, FIXTURES OR SUPPORTS. WHICH IS THE OWNER OF THE COPYRIGHT IN TYP, THIS WORK. THEY SHALL NOT BE F. HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) REPRODUCED (IN WHOLE OR IN PART), SHARED 12. RELOCATED (E) SUPPLY DIFFUSER, SEE SHOWN FOR DESIGN INTENT ONLY. CONTACT PROJECT WITH THIRD PARTIES OR USED IN ANY MANNER MECHANICAL. MANAGER IF CHANGED. ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN 13. RELOCATED (E) RETURN DIFFUSER, SEE G. DIFFUSERS AND RETURNS AT BACKBAR IN ACOUSTICAL CONSENT OF STARBUCKS CORPORATION. MECHANICAL. CEILING TILE TO BE CENTERED IN TILE, PAINTED TO THESE DRAWINGS AND SPECIFICATIONS ARE MATCH ADJACENT FINISHES, TYPICAL. INTENDED TO EXPRESS DESIGN INTENT FOR A 14. (N) EXTERIOR LIGHT SCONCE, SEE EXTERIOR PROTOTYPICAL STARBUCKS STORE (WHICH IS ELEVATIONS AND ELECTRICAL FOR ADDITIONAL H. PAINT ALL EXPOSED HVAC DUCTS, HVAC DIFFUSERS, SUBJECT TO CHANGE AT ANYTIME)AND DO DETAILS. RECESSED SPEAKERS, LIGHT TRIM RINGS, PIPING, NOT REFLECT ACTUAL SITE CONDITIONS. CONDUIT AND JUNCTION BOXES THE SAME COLOR AS NEITHER PARTY SHALL HAVE ANY OBLIGATION 15. (N) PENDANT LIGHT. SEE ELECTRICAL. SPECIFIED ON SURROUNDING CEILING OR SOFFIT NOR LIABILITY TO THE OTHER (EXCEPT STATED UNLESS NOTED OTHERWISE. TYPICAL THROUGHOUT ABOVE) UNTIL A WRITTEN AGREEMENT IS 16. RELOCATED (E) CAMERA. RETAIL AREA OF STORE. FULLY EXECUTED BY BOTH PARTIES. 17. (N) SUPPLY DIFFUSER, SEE MECHANICAL. J. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS TEMPLATE VERSION i2017.11.03 STARBUCKS' NATIONAL ACCOUNT"COLOR CODE" WHEN Ui 10517 , 18. AREA OF (E)ACT CEILING TO REMAIN ORDERING PAINTS. 9' -3„ 19. (N)ACT CEILING GRID TO BE ALIGNED AND K. SEE LIGHTING DESIGN PLAN FOR LIGHTING SCHEDULE, COORDINATED WITH (E) CEILING TO ACHIEVE FIXTURE TYPES AND DIMENSIONED LOCATIONS. ---' APPA0.4a. i ONE CONTINUOUS CEILING, TYP. L. ADJUST EACH TRACK HEAD AT MENU BOARD LIGHTING 0 LX14355 I 1. 20. RELOCATED (E)TRACK HEAD. SO LIGHT BEAMS ARE POINTING CONSISTENTLY, JUST GPD Engineering and Architecture L X14355 14 21. RELOCATED (E)TRACK, SEE ELECTRICAL. BELOW THE CENTER OF EACH MENU BOARD PANEL./ Professional Corporation M. WHEN APPLICABLE, NEW CEILING AND CEILING GRID TO 520 SOUTH MAIN ST. SUITE 2531 •L 14994' " PX0042 22. (N)TRACK, SEE ELECTRICAL. BE ALIGNED AND COORDINATED WITH EXISTING CEILING AKRON, OH 44311 0 L 14994 L 12955 L 12955 0 U 10517 U 11302 TO ACHIEVE ONE CONTINUOUS CEILING. P: 330.572.2100 F: 330.572.2101 6 23, START POINT FOR ACT. GPD PROJECT NO: 2016355.20 L 12947 ® 4 _, •� _�_o' V L 14994 ® L 14996 0 9'-8" AR L 12947 O o —s O L 12955 . L 12955 9 -3 L 11404 e )� v l L 12955 O L 129550 I i._ O - _ �� ki, .,� U�c 14d1RI:S. 5:11,01'E'',I�rr., J C- _— - I r AKRON, OH 1 1 NO. Ei03�a • -- - 1 U 10517 i ll „ �3 _ • s3� A I --�- - 19 -`� I I -- r T•� cps- / - 9' 3" 4 L 12955 , O 1M\ ' �� l)`i } CoH4 ,•' 14 8 O L 14994 1 O ® o z0 19 �j C ...� l ; �' o ill . • I 1s E PX0042 , L 14994 g $ • 4 41 41 0 , 1 v —. ... I 111 t 12955 JJ er 11 (5002' 2 ' I 9 CD L 12955 712955 oao Q 0 L 12955 °Li OL 14994 -5002 BACKBAR L 14994 i 22 L 14994 ® L 12949 19 �I 22 ® WORKROOM W 4 L 12955 E —i I I i .. o . cr l 3 - 0I 2'-9 112" 0 L 12955 L 12955 L 12949 22 3 1I ) Co27------ .0.,r ,,:v 1 ie / 81-0 L12949 C 10 �'/ L.L. 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Rev Date By Description a� / "`j c. t a) o 1 1 _� n 9'-3„ m /'Lj DU 10517 /41) 8' 11 CD 8'- 11" COPX0042 • PX0042 O PX0042 2 SHEET TITLE: a REFLECTED CEILING c\IN I PLAN 2' 4' 8' SCALE: AS SHOWN Scale, 174"=1'-0" co � 1ST FLOOR - REFLECTED CEILING PLAN 0 o scale: 1/4"= 1'-0" SHEET NUMBER: (Ni N 1-1108 CD REFLECTED SHEET NOTES CEILING PLAN NOTES Ntitf 1. AREA OF (E) CEILING TO REMAIN A. IF REQUIRED BY LOCAL CODE, GENERAL CONTRACTOR )111111111Pgb Ahi, TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH 2. (N) CEILING GRID TO BE ALIGNED AND POLISHED CHROME ESCUTCHEONS CENTERED IN COORDINATED WITH (E) CEILING TO ACHIEVE ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE ONE CONTINUOUS CEILING, TYP, REQUIRED IN GYPSUM SOFFIT OVER FRONTBAR, CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION, B. GENERAL CONTRACTOR TO PROVIDE AND LOCATE I 02017 STARBUCKS COFFEE COMPANY SPRINKLERS PER LOCAL CODES. CONTACT STARBUCKS AFFECTED. CONEST CONSTRUCTION MANAGER IF DESIGN INTENT IS CSTARBUCKS COFFEE C. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE COMPANY ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING 2401 UTAH AVENUE SOUTH GRID COLOR WHEN APPLICABLE. SEATTLE, WASHINGTON 98134 D. LEAVE (10)ADDITIONAL RETAIL CEILING TILES, TO MATCH (206) 318-1575 RETAIL CEILING PAINT COLOR, ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE USE. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE E. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR PROPERTY OF STARBUCKS CORPORATION, FIXTURES OR SUPPORTS. WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE F. HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) REPRODUCED (IN WHOLE OR IN PART), SHARED SHOWN FOR DESIGN INTENT ONLY. CONTACT PROJECT WITH THIRD PARTIES OR USED IN ANY MANNER MANAGER IF CHANGED. ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN G. DIFFUSERS AND RETURNS AT BACKBAR IN ACOUSTICAL CONSENT OF STARBUCKS CORPORATION. CEILING TILE TO BE CENTERED IN TILE, PAINTED TO THESE DRAWINGS AND SPECIFICATIONS ARE MATCH ADJACENT FINISHES, TYPICAL. INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS H. PAINT ALL EXPOSED HVAC DUCTS, HVAC DIFFUSERS, SUBJECT TO CHANGE AT ANYTIME)AND DO RECESSED SPEAKERS, LIGHT TRIM RINGS, PIPING, NOT REFLECT ACTUAL SITE CONDITIONS. CONDUIT AND JUNCTION BOXES THE SAME COLOR AS NEITHER PARTY SHALL HAVE ANY OBLIGATION SPECIFIED ON SURROUNDING CEILING OR SOFFIT NOR LIABILITY TO THE OTHER (EXCEPT STATED UNLESS NOTED OTHERWISE. TYPICAL THROUGHOUT ABOVE) UNTIL A WRITTEN AGREEMENT IS RETAIL AREA OF STORE. FULLY EXECUTED BY BOTH PARTIES, J. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS TEMPLATE VERSION 12017.11.03 STARBUCKS' NATIONAL ACCOUNT"COLOR CODE"WHEN NOTE: ORDERING PAINTS. AALL DIMENSIONS FROM WALL FINISH UNLESS NOTED K. SEE LIGHTING DESIGN PLAN FOR LIGHTING SCHEDULE, �.: FIXTURE TYPES AND DIMENSIONED LOCATIONS. L. ADJUST EACH TRACK HEAD AT MENU BOARD LIGHTING Q SO LIGHT BEAMS ARE POINTING CONSISTENTLY, JUST GPD Engineering and Architecture BELOW THE CENTER OF EACH MENU BOARD PANEL. Professional Corporation ;; 1 M. WHEN APPLICABLE, NEW CEILING AND CEILING GRID TO 520 SOUTH MAIN ST. SUITE 2531 BE ALIGNED AND COORDINATED WITH EXISTING CEILING AKRON, OH 44311 TO ACHIEVE ONE CONTINUOUS CEILING. P: 330.572.2100 F: 330.572.2101 N 0 ! � /'i s'-s" GPD PROJECT NO: 2016355.20 4' g 112„ 5' 6 1/2" ��DR �� 'Y 2'-4" ' J L----- '1]i',.' _ L.:- N� U HARK S. SALOPEK [-'s _ 4T N 0 NO. 6036 • `� 06/21 /18 3 - 1 112' -.1119119—dig {3. .. :.:_—. • (f�_r' ' ii TAP f I ► _t ii PRIN2 lU / ,`', CC ez C'`) 15002 1' -3 112" I ¢ N �. BACKBAR iL-f 4 YI ( � L 2' -9112" c� © WORKROOM LU O I _ Q ia) -1, CD 1 _ \ / 1 , J ,.. ". , . \ 1 , NL ,,_ \ , 7 a i 2' - 10114" 34 -5112 ; i I H/ / / ; - 1 LJJ I :—cba L i I ` S clD p Ms • • �N =_ N i0 CO • CAFE 0 ft Q N \ c, r.-- f` • . . •c,, ,4,.-N . . ,!_.,, ...,.., ...., - \ / u) < ,.,, .4 \ N LJ J,2' 0" 7 1 \ 2 ❑ ❑ O , '� r Cn ❑ ., EQ EQ— 7 ,---1 9- - �� 3 -5112 ' / O / © I L U Q U 0 Et _ a Lo 0 I � . ---( ,,,--- „ . cy, _ 0 '� r a VESTIBULE 1 `' A €: acica — Q - / — \ y�....-..m -� STORE #: 3366 — (1 Is_ _ ______ ' PROJECT #: 11071-036 ;� 1 1 t'lUNISEX UNISEX �— ISSUE DATE: Permit 06.07.2018 DESIGN MANAGER: NEHA RENGARAJAN SII ,, ___.,,. .1::. •I' I .�_.,�® --_ .-:::. L I t LEEDOgP: -El �� EQ / EQ 0 0 PRODUCTION DESIGNER: GPD GROUP c CHECKED BY: TOM CONNER c� Q H\ 1 `:J E Revision Schedule r au 9' 3„ a ii ! Rev Date By Description u) _ IL) ./.� ❑ 8' - 11" a 8'- 11" 11 2 SHEET TITLE: N REFLECTED CEILING Cd0 2' 4' 8' DIMENSION PLAN —• ' SCALE: AS SHOWN 1ST FLOOR - REFLECTED CEILING- DIMENSION PLAN Scale 1/4;'=' 0 SHEET NUMBER: N Scale, 1/4"= 1'-0" T N 1-1108. 1 SHEET NOTES FLOOR FINISH PLAN NOTES 4tte 1. TILE INSTALLATION START POINTS WHERE INDICATED BY A. STARBUCKS TO SUPPLY RETAIL FLOOR TILE AND TILE gm IIIIAL DATUM SYMBOL. BASE. GENERAL CONTRACTOR TO INSTALL. GENERALjik CONTRACTOR TO SUPPLY WORKROOM TILE AND BASE 2. (N) FLOOR SINK/FLOOR DRAIN LOCATION WHERE AND INSTALL. GENERAL CONTRACTOR TO SUPPLY AND INDICATED. INSTALL MORTAR, ADHESIVE, AND GROUT. GENERAL CONTRACTOR TO INSPECT ALL TILES AND REJECT 3. (N) FLOOR CLEANOUT LOCATION WHERE INDICATED. SEE DAMAGED OR SUBSTANDARD TILES PRIOR TO PENETRATION PLAN FOR EXACT LOCATION. SEE INSTALLATION. PLUMBING DRAWINGS FOR MORE INFORMATION. B. ALL FLOORING AND BASE MATERIAL TO BE INSTALLED 4. (E) FLOOR SINK TO REMAIN, ACCORDING TO SPECIFICATIONS. ©2017 STARBUCKS COFFEE COMPANY 5. ALIGN WALK-OFF MAT WITH FACE OF JAMB. C. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. STARBUCKS COFFEE 6. (N) BASE TILE WHERE INDICATED. D. N, REFER TO MANU ACTURER S INSTALLATION ARPET OINS RUCTIONS. COMPANY 7. (N) WALK-OFF MAT. 2401 UTAH AVENUE SOUTH 8. (N) GREASE TRAP IN EXISTING LOCATION, SEE PLUMBING SEATTLE WASHINGTON 98134 DRAWINGS FOR MORE INFORMATION. (206) 318-1575 9. (E) EXTERIOR SLAB TO REMAIN. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE 10. (N) FLOOR TILE THIS AREA OF WORKROOM. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN 11. (E) FLOOR TILE TO REMAIN THIS AREA OF WORKROOM. THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED 12. ALIGN NEW FLOOR TILE WITH EXISTING. WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 13. (E) FLOOR SINK TO BE RE-USED, SEE PLUMBING PROJECT WITHOUT THE PRIOR WRITTEN DRAWINGS. FLOOR FINISH LEGEND CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE 14. (E) FLOOR SINK TO BE CAPPED. INTENDED TO EXPRESS DESIGN INTENT FOR A - — - INDICATES NEW TILE BASE (ID: 13101) PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. — - - -- INDICATES NEW TILE BASE NEITHER PARTY SHALL HAVE ANY OBLIGATION (WORKROOM) (ID: 15728) NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS ' FULLY EXECUTED BY BOTH PARTIES. INDICATES NEW BASE AT FRONT BAR (ID: X0011) STARBUCKS TEMPLATE VERSION 12017.11.03 INDICATES NEW BASE AT BANQUETTE (ID: X0028) ■■■■ 3'_5 1/2" / s - — ■■■■ INIDCATES NEW WALK-OFF MAT( ID:12243) GPD Engineering and Architecture / �� .-_. ■■■■ ■■■■ Professional Corporation 520 SOUTH MAIN ST. SUITE 2531 — _ �..,- --� II _ _.: AKRON, OH 44311 -..:, _ _ — _ _ INDICATES NEW FLOOR TILE ( D: 17793) P: 330.572.2100 F: 330.572.2101 I 1 . i . . INDICATES NEW WORKROOM FLOOR TILE (ID: 15728) GPD PROJECT NO: 2016355.20 5001 I — - 1 14 f� ....1. 6 ' ] ! PC F .. WORKROOM �� r� i ' 1-5001 I , 1 - �... � 0.. !II ifI —' � _ 1Y5o0� ��;�' - — � _ _ ...._ _ � � L—� . ID � AKRON", ox ,��. I � - ..,__0 - \ ......_... • NO. 6036 • {, 01 T,.12243_. I 2 to c� 7 0BACKBAR E. 2� 8 / T 15727 DATUM POINT 4 c Obi 21 f 1 u) (0: ,AFILOA}A — i 1 __,(..__ . A Eo o MIj— V, ._ I-1 1O o o d I 15001f r� w I ( Ii � J 10 cL \( r --)f WI- 1_i 1 1 „ z L : LLI 3 / Icn U 0 I i-35001 O 1-5001 ......... ,......................v.. 4....... .. J o cu s CL 15. I— x L ; I-5001 , , - - - -- - - - - • • CAFE • ............... - - - - - - - - - - - co L3 TI 17793 1 _ U N r - — - — - — - — - — - ^ - — - — - — i4 I GI IDC 0 I 13 00 , .....— _ _ _ — _ _ _ - ........� I Q (06 .9 ,TN" I F 7 11 ,.., co o 4 • a 4 , VESTIBULE ° I I 4 13 O °� w fY co : 1-5003 `� Ill `J UNISEX L 4 N I — — — _ Irl ... OH CI 11 0 00 I I I _• w w Q tn� 3 a Ln 0U O 6 STORE #: 3366 UNISEX I a� I T 12243' I I I I-5001 I ' PROJECT #: 11071-036 0 1 0 L T""" I — — — - J ' - DESIGN MANAGER: NEHA RENGARAJAN LEED'O AP: PRODUCTION DESIGNER: GPD GROUP © ' CHECKED BY: TOM CONNER 03 1 �J Revision Schedule 1-5001 Cl) Rev Date By Description L D U SHEET TITLE: co co FLOOR FINISH PLAN N , 2' 4' 8' 1ST FLOOR — FLOOR FINISH PLAN0 OSCALE: AS SHOWN co scale: 1/4"= 1'-0'I scale va"=r-0 •O SHEET NUMBER; N N 1-1109 CD SHEET NOTES WALL FINISH PLAN NOTES NItte 1. INSTALL FRP TO 7-10"AFF ON WALL BEHIND LOWER A. WORKROOM TO BE FINISHED PER LOCAL CODE ;I ' A. CABINET CASEWORK, TYP. BACKBAR WALL TILE ABOVE. REQUIREMENTS. „iiArr REFER TO WALL TREATMENT LEGEND. B. INSTALL CORNER GUARDS AS INDICATED. 2. BACKBAR WALL TILE, SEE INTERIOR ELEVATIONS, GC TO INSTALL SCHLUTER STRIPS AT TILE TRANSITIONS, TYP. D. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. 3. ARTWORK , SEE INTERIOR ELEVATIONS E. REFER TO INTERIOR ELEVATIONS FOR GRAPHICS 4. METAL WALL CAP (MT0011 FINISH)ON 3 SIDES OF WALL LOCATIONS. OPENING O 2017 STARBUCKS COFFEE COMPANY F. REFER TO CASEWORK FINISH SCHEDULE FOR 5. APPLY NEW ELEVATIONS.EXISTING PONY WALL. SEE ADDITIONAL INFORMATION EXTERIOR STARBUCKS COFFEE GENERAL CONTRACTOR 6. FULL HEIGHT FRP TO ALIGN WITH EXISTING FRP, TYP. G WORKROOM WALL FINISHES.TO PROVIDE AND INSTALL COMPANY H. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE 2401 UTAH AVENUE SOUTH STARBUCKS' NATIONAL ACCOUNT"COLOR CODE”WHEN . SEATTLE, WASHINGTON 98134 ORDERING PAINTS. (206) 318-1575 I. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, THESE DRAWINGS AND SPECIFICATIONS ARE UNLESS OTHERWISE NOTED; CONFIDENTIAL AND SHALL REMAIN THE SOLE - ALL WOOD AND METAL SURFACES SHALL BE PROPERTY OF STARBUCKS CORPORATION, PAINTED SEMIGLOSS, OR EQUAL. WHICH IS THE OWNER OF THE COPYRIGHT IN - ALL ACCENT AND TRIM PAINT TO BE SEMIGLOSS. THIS WORK. THEY SHALL NOT BE - ALL WALL AND CEILING PAINTS TO BE EGGSHELL. 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. WALL TREATMENT LEGENDTHESE ARE INTENDEDD TOPRESS DES NS GN IINTEWINGS AND ONT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS 1In INDICATES FULL HEIGHT WALL COVERING (ID: X18299) SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. — — NEITHER PARTY SHALL HAVE ANY OBLIGATION — r INDICATES FULL HEIGHT FRP (ID: 11469) NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS n -- - - - — - - - — INDICATES BACKBAR WALL TILE(ID: 18512) FULLY EXECUTED BY BOTH PARTIES. (4\.) � STARBUCKS TEMPLATE VERSION 12017.11.03 14 I - - — - - INDICATES DRIVE THRU WALL TILE (ID:X0054) I/5 - - INDICATES GRIZZLE GREY PAINT(ID: PX0042) ,A . l ° 1 - - — - - INDICATES PLAM FINISH (ID: PL019)AND GRIZZLE GREY INDICATES METAL WALL CAP (MT011 FINISH) GPD Engineering and ArchitectureProfessional Corporation 520 SOUTH MAIN ST. SUITE 2531 1 INDICATES CORNER GUARD FULL AKRON, OH 44311 HEIGHT (MT0011 FINISH) P: 330.572.2100 F: 330.572.2101 GPD PROJECT NO: 2016355.20 5 � v �� 0 1-5002 r—.1 5 5 �� I-5002 '�� f� TYP. �— - L - — _ �� 1-5002 MARKS. S:1110YE1� �, — — _ 4 _...._-.._ - __-r- —_ .. ... 0 .-._... Otf) H € .. cp Cl) '; I r°1-> . to (t "' o . o 0 0 _ o 00 a ; ,01� O I c - � _ _ _ _ _ _ _ _ � Oe — _ _ _ , r 0 (-737--‘\ � M l ` I 4 /� .: I ti g \oPP. �a 5 I 3 3 a . L WORKROOM 3 , E ! 5002 �� 3 --� ' ._72„) I i5 I-2102 6 — W 2 1-2101 , L - - 0 _ O 2C � � 7 CC 2 3 BACKBAR8 1-2102 11 N E2' W EOW 8 1 ' 1 2 _ 3 V Q �I-500, C I Cf DIIK ® _ 1 � � J m 7 0 0 _ U o o W -_ Ci— co '®,o ao : o Ki --- Y - 1 I ca ® � I w I x. 4 U N c " 1-2101 3 0 ' N ' O 1 < U cO o 2 Est Q IICAFE 1 I — _ w w rco- 6 ❑ © O o i 8 — _ _ _ {�/ 7 1-5003 7 �/ n L+- (/} ❑ v, , 0 0 Q v oct TO HD I0� % Q \�: VESI2BOLE b 0 9 O V— O 0 U L- ;a 0 li :::' 7 0 J ct 5 ' 1-4102 10 D I 10 1-2102 �� UNISEX ; 0 STORE #: 3366 - Et 1 11 , r I PROJECT #: 11071 036 o D (6) 0 - - I � 5 TYP I` l l _ __ ISSUE DATE: Permit 06.07.2018 l — - DESIGN MANAGER: NEHA RENGARAJAN 0 O 5 rUNISE 6 I 4 1-4102 2 LEEDO AP: @ a i g � l l 0 0 PRODUCTION DESIGNER: GPD GROUP 1 , J I, II 6 l lCHECKED BY: TOM CONNER Q -------- j -5002 3 z '�-- E 5 U , i 8 1-4102 7 l l Revision Schedule � l l 6 6 c6-) Rev Date By Description a) D D �_ _ _U� � 1 - - - - _1 ____I, . . U SHEET TITLE: co WALL FINISH PLAN N ofl 2' 4' 8' O1ST FLOOR — WALL FINISH PLAN G SCALE: AS SHOWN scale: 1/4" = 1'-0„ — Scale 114"=1I-U., NC; SHEET NUMBER: N Q (N 1-1111 CO SHEET NOTES INTERIOR ELEVATION NOTES *Iktf O ►� \ 1 (N) CORNER GUARD A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR )1, _ " Ah. INSTALLATION AND SPACING REQUIREMENTS. r.. 2. (E) SPEAKER B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER 3. RELOCATED (E) CAMERA CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF 4. RELOCATED (E) SPEAKER COUNTERTOP. 5. (N) PENDANT LIGHT, TYP. C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER Ni- TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, QX18299 a 6. METAL BASE AT BANQUETTE (MT0028 FINISH) REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT O PLAN. ©2017 STARBUCKS COFFEE COMPANY I , 7. METAL WALL CAP ON 3 SIDES OF WALL OPENING (MT0011 FINISH) D. SEE ENLARGED RESTROOM PLAN DETAILS FOR STARBUCKS COFFEE ACCESSORY MOUNTING HEIGHTS. 8. TRACK LIGHT PLACED ON WALL SIDE COMPANY • 2401 UTAH AVENUE SOUTH • SEATTLE, WASHINGTON 98134 (206) 318-1575 m f i - THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE B 13101 PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE 0 CAFE - SIT HERE TABLE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER Scare: 3/8" = 1'-0" PX0042Q PX0042 © ON OTHER PROJECTS OR EXTENSIONS TO THIS X7513 18512 PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. 110 V V d Vt. di 'g VTHESE DRAWINGS AND SPECIFICATIONS ARE • • INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS • § 0 I ® ® . • ea ,, Or U SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. \ tr iri, I NEITHER PARTY SHALL HAVE ANY OBLIGATION - NOR LIABILITY TO THE OTHER (EXCEPT STATED C ABOVE) UNTIL A WRITTEN AGREEMENT IS -- ---�.... _ FULLY EXECUTED BY BOTH PARTIES. i€( K=:__ • ., ;,,pi-----F7 ... STARBUCKS TEMPLATE VERSION 12017.11.03 _ •,.� 3 . . ,_ �;; .e5 ,.., �'f/ - C\I g-1- ! 002 N ,, , _ _ 7 r ----- -- - ,, ,._,-. . .._ ,1 E : : Aorr„.::::. ,ii , C 7 - 21 . I GPD Engineering and Architecture • 1-5002 r . Professional Corporation ! (1 - i ► , •= 520 SOUTH MAIN ST. SUITE 2531 ` I • AKRON, OH 44311 - P: 330.572.2100 F: 330.572.2101 GPD PROJECT NO: 2016355.20 WD0073 MT0011 WD0073 WD0073 B X0011I MT0011 " FRONTBAR -CUSTOMER SIDE UA---,MARKS. SALOPEK Cry 4 - 141 n scale: 3/8"= 1'-0" AKRON, OH E 4'- 11 1/2" • NO. 603€ • 0 9 0 y f Qk18299 tp 06/21 /18 IQ 18512 QX18299 I-5002 GX1685S PX0042 0 ' ,� Q r �``�' �" r• ''" ..� .5;11 �'1 q7 a AA. .. .T.Ar• . '! I • • T.,1� 4'-0114" • © -� - 1 • CL ' 12 \ , / Q \x 1 \ WvJ - \ /YIX i ! U 4 Qo '. : 0 E \ l 1-5003 7,, \ / -,i \ U \ / I cri '''V,..j L ., ,.// ,..,.,,,,,:,..„.* •,kr,,,,, Lo \/15: 4 ` S4k.a:S y 168 n _:,.J-- I # 1'-6 114" / \ / , I r:Z — (NI LL (NI M 11 r-� 1 NI I ' - Y \ A i ! / ` I w. w N ct o t 1 w LL.. ti B 13101 0 B 13101 MT0028 PX0042 I W D0073 B 13101 2 SCI a 0 O7' -9 1/2" Z LL 0 (f% 0 O CAFE CAFE(3)LE Scae: 3/8" = 1'-0" scale 3/8"= 1'-0" 1 W (0 Q To PX0042 O O in V 0o PX0042 0 Cf _ 0_ _1 ] 4 —5-5—b-6-6-1-' ct 10 PROJECT #: 11071-036 00� o ISSUE DATE: Permit 06.07.2018 co - - - - I ! I � _ _ MANAGER: NEHA RENGARAJAN ! �� I PRODUCTION DESIGNER: GPD GROUP � � ' -81314"/� CHECKED BY: TOM CONNER 12 /� A AA A A M ' I Revision Schedule L I Rev Date By Description u •a 1 • ... 1 • SHEET TITLE: N - — - — _ — — � - -,a . _ �' C n - INTERIOR ELEVATIONS 2' 4' 6' B 13101 6rt 4 MT0011 PX0042 B 13101 MT0028 O MT0011 Scale:3IB"-1'-o" SCALE: AS SHOWN co Nn CAFE SHEET NUMBER: . �� scale: 3/8"= 1'-0" 1-2101 2'-93/4" / 0 SHEET NOTES INTERIOR ELEVATION NOTES , _ 1111111166r _ • Q 11469 " '„ ` 1. NEW 3 COMP. SINK. A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR - - , /MI Ilk 'R' ' j 5 INSTALLATION AND SPACING REQUIREMENTS. ED 0 - - - - - - - 1-5003 2. BACKBAR WALL TILE TO EXTEND FULL HEIGHT BEHIND )1 WARMING STATION. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER a (`� CABINETS. WHERE TILE DOES NOT TERMINATE AT i lit _•-:.:__-.--_-1 _ ,// 3. NEW NITRO PREP STATION BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF �� COUNTERTOP. // I I 4. EXISTING WALL FINISH TO REMAIN. 7.-T::-...---_, I f `1�� C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER : I I I Mair _J_ 5. NEW PARTITION AND FINISH. TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, , I at \ ii .....m......., REFER TO THE FURNITURE, FIXTURES,AND EQUIPMENT C 2017 STARBUCKS COFFEE COMPANY /`� ;; 'f 1 I 6. SECURE MENU BOARD TO BACKBAR WALL. PLAN. 1 [ 1 , .' // _ _r r. 7. FINISH AT CABINETS EDGE TO BE PL0019, SEE D. SEE ENLARGED RESTROOM PLAN DETAILS FOR • STARBUCKS COFFEE P.----- -H- I '�� aj CASEWORK FINISH SCHEDULE. ACCESSORY MOUNTING HEIGHTS. COMPANY .. p �`N I I 1 8. DT TIMER MONITOR BASE. 2401 UTAH AVENUE SOUTH li.. , I I - '� �� I 9. v ICA M L1 BAc L Y SEATTLE, WASHINGTON 98134 t ERT L SEA NEAT K BAR TI E, EQUALL mm N. i `�, SPACED, TYP. (206) 318-1575 R I I , 1 10. BACK BAR TILE START POINT. THESE DRAWINGS AND SPECIFICATIONS ARE ISR: : l �:ir . --1 I N aummin v R%miui - B115728 CONFIDENTIAL AND SHALL REMAIN THE SOLE WORKROOM WORKROOM — -- J— — — — - / 10'-7 3/4" / WHIPROPERTY CH IS THEOF STARBUCKS OWNER OF THEOCOPYRIGHOTN1IN (110THIS WORK. THEY SHALL NOT BE Scale: 3/8"= 1"-0" Scale: 3/8"= 1'-0" 17'-11 1/2" REPRODUCED(IN WHOLE OR IN PART), SHARED Q 11469 Q 11469 Q 11469 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 • COPROTOTYPICAL STARBUCKS STORE (WHICH IS II SUBJECT TO CHANGE AT ANYTIME)AND DO 11 11 O O NOT REFLECT ACTUAL SITE CONDITIONS. u NEITHER PARTY SHALL HAVE ANY OBLIGATION p # c NOR LIABILITY TO THE OTHER (EXCEPT STATED d __, �� 1. { I ABOVE) UNTIL A WRITTEN AGREEMENT IS `r \ / J � !' u �' FULLY EXECUTED BY BOTH PARTIES. / /• L' 0 1 ,� I ,r/ STARBUCKS TEMPLATE VERSION 12017.11.03 { n / \ u : - � _ 0 p ............ 0 J ,ir 1-5003 )- ' — - — — - ----r - yitf u J ow _ \\\\ q-.-- J1 II 7.4 1 / \ 'i GPD EngineeringTT711-1 ecture I f 1 ; L, _ E. .. — _-._ a Professionaloi7 r, , , , ' ' I 520 SOUTH MAI . E 2531 LI 1J I I I I AKRON, OH 44311 A A P: 330.572.2100 F: 330.572.2101 GPD PROJECT NO: 2016355.20 B 15728 B 15728 B 15728 WORKROOM WORKROOM WORKROOM ��g�D �� 0ti� r� Scale: 3/8"= 1'-0" scale: 318"= 1'-0" scale: 3/8"= 1'-0" MARK S. `i:1I.C)I'EIi 10'-2112" r,i AKRON, OH ' / / SIM. Q 11469 7 15 • NO. 6036 • I-5001 I-5001 , 06/21/18 Q X0054 Q 18512 Q X0054 Q`X0054 / Q 18512 �0912•9 i'i +r , as Ct. O I _ 2 -4 3/4 �r I - - - - - • - - I u _ 0 I W 5 LLI cn Itta. 1 \ , J _ __�' 0,. -' -500 - MT0011 I • n ,.,. Q / _ u 1. ° o u a — �, ng „iiiii�1 -vim __ _ . k liniNiMIWAill 0 f 1 i I I — \ ., „ Uu _u u a U ; I / 1 MT0011 a. cc i I �' E I `� _/4 1.^ t 0 Ta. L u _4) [--0 ,J I ,-- 17.V.;t . 't-) s 0 H - - a iii - , € , Iii is-=j'j W M 0 CO I! I. u — a oi .Sr _ P_ ■ inn 111_1 �� - .. ► I 07 '` . 0 o > < ! / co i , N 1 CO B 15728 �t � io r : I - - R \ \ —� 77 2 co t[ C) 0 # A W Q. cO WORKROOM B 13101 B 13101 Q Q Cr O T(60 Scale: 31$"= 1'-0" DRIVE-THRU WINDOW DRIVE THRU - CBS STATION DRIVE THRU POS / BACKBAR 15 z [t Q 5 N4 „= „ 0,sc ,e gg(8"= 1'-0" Scale: 3/8"= 1'-0" „ ~ 1— Q) scale: 3/8 1 -0 7 -'3/'F 13'-7 3/4 1-5001 U U C it / "14 G 18982 G 18983 G 18982 G 18982 1--1-1) rrn) W CO < Ta" D 18512 8 1-5001 Q 18512 G 18982 Vmoom O C0 o1-5001 ! - \ _ a. H a. 'r- 1-- :t.'- T Vg ‘`=' I: 0 ue\ lig 4--JV I a, 0 , N STORE #: 3366 w - - _ u �, u . u - - - —- . • I PROJECT #: 11071-036 — " TYP. -...-,,, - ` - - `�- - _ ---- ' __- - 11 `-' ` � O O O `-' co ISSUE DATE: Permit 06.07.2018 0) --_ -- _ ___ -- "J 4) I I I ' 1 CO 1 DESIGN MANAGER: NEHA RENGARAJAN N ---` _1 ` ` — , — 1-5002 —� -- 0 _ � - ` - � _ — LEEDdAP: I _ PRODUCTION DESIGNER: GPD GROUP Cl) - ` - _ - - r EQ. C> EQ. EQ. I EQ. CHECKED BY: TOM CONNER as OPEN TO CAFE AREA _ ._.._--, EQ. EQ. EQ. 'F- — f � t_tt _° �_� 10 � E I - - - € --_ I / / / - p . ...; : w 1-5001 1-5001 cv Revision Schedule i itu) ME . imur- - - _ _-__ — 'I —�' e •i 4. ` i---4,-1 �• �, T"):1---t Rev Date By Description � �—, _ , T 1t1------i. 9 ii i, H 1 _--_ _ -- _- JJ U A Ll NI177-7-11J1 .. mum - _ _ - - LIZIIIIIII o is i . ; C `� ... _....v � \ % % / \ "•� \ a .._ al �` ~ n ~ n, {� — Will 1 �/ / 1 ` -7r SHEET TITLE: CO 113 X0011 \ :. �`—� - INTERIOR ELEVATIONS a. FRONTBAR - PARTNER SIDE BACKBAR B 13101 QX0054 1 2' 4' 6' Scale: 3/8"= 1'-0" Scale: 3/8"= 1,-0" SCALE:AS SHOWN CO Scale:318"=1'-0" O SHEET NUMBER: 0 N 1-2102 ENLARGED 4=111* - PX0042 PL0019 PX0042 PX0042 PX0042 SHEET NOTES RESTROOM PLAN NOTES 1. SCONCE LIGHT FIXTURE, SEE ELECTRICAL FOR A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND IOW OM i , ADDITIONAL INFORMATION. NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY '', DISCREPANCIES PRIOR TO CONSTRUCTION. ALLIt 2. 5'-0" DIAMETER CLEARANCE FLOOR SPACE. DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM • POINT. • • *12693 3. NEW VERTICAL GRAB BAR. B. DIMENSIONS ARE TO FACE OF FINISHED SURFACE. 4 ilk- / \ \ EQ EQ = 4. EXISTING COAT HOOK TO REMAIN. INSURE 48"A.F.F. / / / MAX. 0 / 8" / 5. RELOCATED EXISTING ACCESSIBLE RESTROOM CO 2017 STARBUCKS COFFEE COMPANY 8'� TACTILE SIGNAGE. / STARBUCKS COFFEE Q 6. EXISTING PLUMBING FIXTURES AND ACCESSORIES \ (160. \ TO REMAIN. COMPANY 7. NEW DOOR AND DOOR FRAME TO BE PAINTED 2401 UTAH AVENUE SOUTH I \ PX0042 SEATTLE, WASHINGTON 98134 0 , (206) 318-1575 O �J THESE DRAWINGS AND SPECIFICATIONS ARE ,, n -1 1i M 7 DIAPER CONFIDENTIAL AND SHALL REMAIN THE SOLE CHANGING STATION NOTES WHCHIS TY HEEOWNER OFTHE OCOPYRIGHT IN O -44" THIS WORK. THEY SHALL NOT BE 1. CHANGING STATION IS TO BE INSTALLED PER REPRODUCED(IN WHOLE OR IN PART), SHARED MANUFACTURER'S INSTRUCTIONS. UNIT IS TO BE WITH THIRD PARTIES OR USED IN ANY MANNER FASTENED TO STRUCTURE AT ALL SIX CHASSIS ON OTHER PROJECTS OR EXTENSIONS TO THIS I — ATTACHMENT POINTS. STANDARD INSTALLATION IS PROJECT WITHOUT THE PRIOR WRITTEN ATTACHMENT TO WOOD STUDS AND/OR WOOD CONSENT OF STARBUCKS CORPORATION. A \ A t BLOCKING. FOR NON-STANDARD FRAMING CONDITIONS THESE DRAWINGS AND SPECIFICATIONS ARE I B 13101 OTHER THAN CONCRETE, USE TOGGLER SNAPTOGGLE INTENDED TO EXPRESS DESIGN INTENT FOR A B 13101 B 13101 B 13101 HEAVY DUTY TOGGLE BOLTS TO SECURELY ATTACH PROTOTYPICAL STARBUCKS STORE(WHICH IS UNISEX RESTROOM (B) VESTIBULE VESTI B U LT VESTIBULE CHASSIS TO WALL. FOR CONCRETE WALLS, USE FISCHER SUBJECT TO CHANGE AT ANYTIME)AND DO S-PLUG FIXINGS TO ANCHOR FASTENERS. SUBSTITUTION NOT REFLECT ACTUAL SITE CONDITIONS. OF FASTENERS OTHER THAN THE MANUFACTURER AND NEITHER PARTY SHALL HAVE ANY OBLIGATION Scale: 1/2"= 1-0" Scale: 1/2"= 1'-0" 1 Scale: 1/2"= 1'-0" Scale: 1/2"= 1'-0" PRODUCT SPECIFIED IS NOT ALLOWED WITHOUT PRIOR NOR LIABILITY TO THE OTHER (EXCEPT STATED APPROVAL. LOAD TEST AFTER INSTALLATION WITH 100 ABOVE) UNTIL A WRITTEN AGREEMENT IS PL0019 PX0042 LB. WEIGHT FOR 15 MINUTES. FULLY EXECUTED BY BOTH PARTIES. PX0042 PL0019 PX0042 PL0019 PL0019 PX00421 2. LOCATE STATION AS SHOWN TO ALLOW NECESSARY STARBUCKS TEMPLATE VERSION i2017.11.03 CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, EGRESS, OR DOOR SWING. VERIFY ANY ALTERNATE „A:•.•::.:,--,,.a . • 1'- 11” I Yp LOCATION OR INSTALLATION APPROACH WITH Q / /1/ CI • 12 CTARRI IC'tlC DWI iF!'T 1 t=in _1I�� • • 1-500 _ GPD Engineering and Architecture I ___ _ _ _ _._ Professional Corporation • 1_�^� � • 520 SOUTH MAIN ST. SUITE 2531 O I • n AKRON, OH 44311 P: 330.572.2100 F: 330.572.2101 0 GPD PROJECT NO: 2016355.20 3'-4.. n I _ n \ {} Cj�iifrlltK S. SAT,01 1 1 60 ' � T` - AKRO�' cox J N C/ TYP. i-,, 0 1 1 18I MI ..,,,,--__ CD ;1 0 12 4/1110411 %, , v co `\` 1-5001 CePv• Air 1 A 1" IB 13101 --► 1 6 13101 j I B 13101 W ( • - _ 1 l , \ Q B 13101 Y C5) UNISEX RESTROOM (A) UNISEX RESTROOM (B) 7 UNISEX RESTROOM (B) UNISEX RESTROOM (B) T 8 Scale: 1/2"= 1'-0" 6 Scale: 1/2"= 1-0" scale: 1/2"= 1-0" scale: 1/2"= 1-0" 0 N T U `��—�� a. Q N \ Li tr)\ T Y 3 \ — — — — PL0019 PX0042 PX0042 PL0019 L r\- 2 PX0042 PL0019 Lii 2 `-''N — VESTIBULE I co - I O V-- N 12 I co -' 1-4102 10 v 1'-10" 0 u) Q , p �r Lo / / • TYP. . . W Q. L • 12 • o 0 o `� 11 L J _ 411111101111111, I-5001 / Q 0 0 5„ / �T UNISEX \ i \ \ '1 r �)/ (A) •\ I • \ • •• C9 CO`ti O _ O Lo To \ i L }, N 1 1 —i 3 -4 - 0 / ,�+� STORE #: 3366 N / 2 \ I 4 1-4102 2 / i 1 r : ., I IL IS. 7 \ \ r. — — — - - _ 7" — ) PROJECT #: 11071-036 UNISEX 3 / 4___ Y _ a \ = Ca_____... 0 © 0 ISSUE DATE: Permit 06.07.2018 N AGER. NEHA RENGARAJAN �N iv 01E,10769 1 (B) \ Ilial PRODUCTION DESIGNER: GPD GROUP � Li � DE I N MAN NMI I I _ _ -- 0 .� -I TYP. CHECKED BY: TOM CONNER ii \ CIa• 6 E /l7._,,,` 8 I-4102 7 1 1 I I �, � I-5001 Revision Schedule I1 1 ) j (• I„ ice f N !ii \ 6 / I t I - • • - Rev Date By Description co .� i IIT I : I ` I _T . --. , I -- - -- ii ( - --r--®I-r--® MIMI o 11 -±111 I I ..:. ,B 13101 B 13101 B 13101 \ � ----- 9, r---i j-=—I it ♦ UNISEX RESTROOM (A) UNISEX RESTROOM (A) UNISEX RESTROOM (A) SHEET TITLE: a- 3 E 10769 Scale: 1/2”= 1'-0" 3/ Scale: 1/2"= 1'-0" 4 Scale: 1/2"= 1'-0" - m Q ENLARGED RESTROOM cr) 8'-01J4" 6'-5" ai / / / I 2' 4' 6' PLAN AND ELEVATIONS 4 G — SCALE: AS SHOWN o° ENLARGED RESTROOM PLAN Scale 3/8"=1-0" CS SHEET NUMBER: N ill Scale 1/2"= 1-0" 0 1-4102 411\1=1ibi' 18 GA TOP ---------- '\/ ) Ili FACE GRAIN DIRECTION 1/2"CONTINUOUS REVEAL IN TOP 1 WALL AS SCHEDULED • -,.,.:,.:::: .. ., WALL AS SCHEDULED 4 / PLYWOOD TO ACCEPT MENU BOARD ,,, B/CLG. 1 0 2.. 1'- / (WHEN MENU BOARD OCCUR) mo PAINTED GYP. BID. REFER TO FINISH . -.• FIBERGLASS REINFORCED HEIGHT ©2017 STARBUCKS COFFEE COMPANY 5" 1" 7 1/2" j 1/2" FINISH PLYWOOD, PLASTIC. EXTEND STUD AT 16" SCHEDULE 1/2" BEHIND TILE / / / , CONTINUOUS FOR AT LEAST TWO BASE STARBUCKS COFFEE ++ SPANS, FASTEN TO BLOCKING AND - .4 eN\ ' STEEL TUBES WITH COUNTERSUNK BULLNOSE BULLNOSE COMPANY '..4 _:;t-----7%.-----------://-1 V------77----7 //71%; #12 SCREWS @ 4"O.C. : • GUSSET PLATE AT EACH • SANITARY COVED SANITARY COVED "... a ,,,,,,,_----------- FACE OF STUD W/4 2401 UTAH AVENUE SOUTH - / I TILE BASE - " TILE BASE Lu SCREWS SEATTLE, WASHINGTON 98134 &\ : ----,--_____,4 1,__.-,,----_,_, ,/----,._____,- --:,.-___--,__r-.-- -,,„----,,-_,.._- --__ - 1"X1"SOLID BLOCKING • • „.:_ -H- 1/2" FINISH PLYWOOD, WD0073 • • • • DOUBLE END (206) 318-1575 Av---- -------- , • • FLOORING AS FLOORING AS 1 SCHEDUED , - SCHEDUED THESE DRAWINGS AND SPECIFICATIONS ARE all i FULL HEIGHT WALL CONFIDENTIAL AND SHALL REMAIN THE SOLE ..*- --\ PROPERTY OF STARBUCKS CORPORATION, MIN. 1"xl"TRUE DIMENSION OF • A . ... ...._ ,:,, STRAP EACH SIDE. WHICH IS THE OWNER OF THE COPYRIGHT IN BLOCKING WRAP CORNER AND 41 THIS WORK. THEY SHALL NOT BE 1"X3"X118" STEEL BENT PLATE CONNECT AT REPRODUCED(IN WHOLE OR IN PART), SHARED BRACKET ONE SIDE OF STUD MINIMUM OF(4)#10 WITH THIRD PARTIES OR USED IN ANY MANNER SCREWS AT EACH ON OTHER PROJECTS OR EXTENSIONS TO THIS (4)#12 SCREWS AT EACH END, TYP. _— PROJECT WITHOUT THE PRIOR WRITTEN SHELF DETAIL BENT PLATE 16 TILE BASE AT WALL TILE BASE AT FRP WALL CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE 41? Scale: 3"= 1-0" Scale: 3"= 1'-0" Scale: 3"= 1-0" , __ , INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. /GYPSUM WALL BOARD / NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED N ABOVE) UNTIL A WRITTEN AGREEMENT IS CEMENTITIOUS FULLY EXECUTED BY BOTH PARTIES. STUD WALL GYPSUM WALL BOARD PAINTED WALL 111 WALL TILE * 1 CEMENTITIOUS BOARD •itZ J-SHAPED METAL TRIM WALL TILE PER ELEVATION a wSTARBUCKS TEMPLATE VERSION 12017.11.03 .•,-. A..................ANNft,-. GROU till WALL TILE ............ ...._ ..,...„.„.„........,,,,,:„7...,.,_..:,..i.:..,::..T........:_,.„.„..... .,..„ .,,. .....„ ....__.... .. _ .11. 3/8"(12MM)"L"SHAPED METAL TRIM /inil DIMENSIONED KAN I BULLNOSE - STRAP EACH FACE OF WALL. - - . ' • ,,,a,-- ..,,, ,-, „:;;Iinor .a.±.-..*.ir-- A, 111 714 -at P-LAM SURFACE SUPPLIED BY 7.=COVED EXTEND STRAP OVER A MINIMUM OF 2 BAYS OF GPD Engineering and Architecture CASEWORK VENDOR, SECURED BLOCKING WITH#10 SCREWS Professional Corporation 111 4/4: SOLID SURFACE BACKSPLASH TO WALL PER MANUFACTURE AT 4"O.C. AND CONNECT TO 520 SOUTH MAIN ST. SUITE 2531 I RECOMMENDATION BY WALL FLOORING AS TOP AND BOTTOM TRACKS AKRON, OH 44311 :iII I COVERING INSTALLER SCHEDUED WITH#10 SCREWS P: 330.572.2100 F: 330.572,2101 0 OPEN AREA BEHIND SOLID I GPD PROJECT NO: 2016355.20 III SURFACE 1 GROUT -4 WALL TO BE PRIMED AND SEALED PER MANUFACTURE //:4h \t/\' RECOMMENDATIONS BEFORE 1'- 1" 'S i pi II STAINLESS STEEL BACKSPLASH (WHERE OCCURS) RECEIVING WALL COVERING APPLICATION TO FINISH c") `',• . -/k ••-•\ C. MARK S. SALOPEK rr\ 18 GA i:1-: n BOTTOM AKRON, OH H 11 WALL TILE ABOVE SS BACKSPLASH WALL TILE ABOVE SST BACKSPLASH P-LAM TOP TRIM TILE BASE AT WALL TILE 0 NO. 6036 • -E 0 Scale: 3"= 1-0" OD Scale: 3"= 1-0" Scale: 3"= 1'-0" i STACKED BOND • Scale: 3"= 1-0" 14 WING WALL FRAMING DETAIL p". 06/21/18 Co c, I , Scale: 3/4"= 1'-0" '-'11110411 co Afr. Ap , 144,1A _ E NOTES: , 1. LOCATE PUMP WITHIN CORD LENGTH LIMIT. ORIENT WITH PUMP ''NI .-1 HEAD LEFT, RIGHT AND AT BOTTOM. LOOSEN PUMP HEAD CLAMP, SEE INTERIOR ELEVATIONS ,- a.. BAR DIE WALL GI / / 01 >- ROTATE AND RE-TIGHTEN AS REQUIRED PER ORIENTATION TO cc FOR WIDTH PROVIDE FRONT ACCESS TO FLOW. ADJUSTMENT WITHIN CORD - < 'Zv) LENGTH LIMIT. SEE NOTES FOR ASSEMBLY I to ITEMS Ili ____ 2. USE LOCKTITE ON ISOLATOR THREADS. DO NOT OVER TIGHTEN. , cc P-LAM WALLCOVERING \ 0 0 SLIDING BRACKET 11,--- APPLIED DIRECTLY TO 3. LOOSEN PUMP HEAD CLAMP, ROTATE AND RE-TIGHTEN AS REQUIRED PUMP ATTACHED TO ATTACHED TO TEE WALL PER FOR PUMP ORIENTATION. / BACKER BOARD WITH 0 FLANGE W/#14 X 1/2" -- MANUFACTURER'S ASSEMBLY COMPONENTS —1 0 HEX HEAD SH. MTL, INSTRUCTIONS 4. BACKER BOARD ASSEMBLY INCLUDES: Cl. CO Tal SCREWS. (1) BACKER BOARD : .=:-- -" 10"X10"(250MMX250MM) I— ACOUSTICAL CEILING (4)TENETS, 1/4-20 VENDOR MOUNTED ' BACKER BOARD. ATTACH U) SEALANT ' .%."'"%.•,. I (8)WOOD SCREWS#8 1-1/4"(32MM) TO DIE WALL WITH LLI i cu ii .. (4) NEOPRENE ISLOATORS, KARMAN RUBBER, K84-60 NEOPRENE SILICONE ADHESIVE AND -,w_ •••••••• •••• •1 sum 111 PlialllIMMIUME IN 111 (4) LOCK NUTS, 1/4-20 NYLON 1111 t---- / WOOD SCREWS, 0 of, P_ \ IA1 1A1Aql-IPPq VA"/7kilikin PI AT SILICONE PERIMETER. Ct EL Fl co C-9, 7 0, . NEW BASE TO 1•42/ < — N. i- OVERLAP VINYL BACKBAR WALL TILE PATTERNS (ID: 18512) ---0-4-8--4--- aj 0 0) LIGHTING FIXTURE TRACK 2 0, < ,, C', \ WALLCOVERING 8 N - co ATTACHED TO SLIDING Scale: 1/2"= 1'-0" STACKED BOND LU n LL, c) BRACKET ABOVE ACT W/#12 ill _ 1'-0" m 06 X 1 1/2" PANHEAD SH. MTL 0 0 Li r-- 2 FINISHED FLOOR < 0 so SCREW @ 2'-0" 0.C. \ .Z / Z Et a u) a Iro ACT MAIN AND CROSS 1111111111111111 '4\ \ C.-D < I- 0 0 W (1) 111111.1111 ESPRESSO PUMP ATTACHMENT 1--,1 0 Lu (o < it 111111111MIN 90 I— Lo To 0 TRACK MOUNTING DETAIL P-LAM APPLICATION - NEW TILE BASE Scale: 1112"= 1-0" CC w CO --- 0 a. ri N--- o Scale: 1/8"= 1I-- '-0" Scale: 6"= 1'-0" _1 WALL TYPE FASTENER SCHEDULE STORE #: 3366 (1) WALL TYPE WALL BLOCKING FASTENERS NOTES STUD WALL BLOCKING REQUIREMENTS: CC BACKBAR WALL TILE PATTERNS - DT (ID: X0054) WOOD STUD WALLS REQUIRE MIN. 2"X6" PROJECT #: 11071-036 EL WOOD X #8 X3"(75MM)WD REFER TO BLOCKING REQUIREMENTS (50MMX150MM)WOOD BLOCKING SECURED 0 , OR EQUIVALENT -'_' Scale: 3/4"= 1'-0" #6CT.X11/4"(30MM)MTUWD FLUSH TO STUD FACE WITH (3) 10D NAILS(OR ISSUE DATE: Permit 06.07.2018 REFER TO BLOCKING REQUIREMENTS METAL X Lo OR EQUIVALENT EQUIVALENT) DESIGN MANAGER: NEHA RENGARAJAN a) \ MIN.5/16"X3"(8MMX75MM) LEEDO AP: 0 CMU SPACE PER DETAIL THIS SHEET TILE TAPCON OR EQUIVALENT PRODUCTION DESIGNER:' GPD GROUP 1-6 411111METAL STUD WALLS REQUIRE MIN. 2"X6" CHECKED BY: TOM CONNER u) FIBERGLASS CONCRETE SLEEVE MIN A1N14C"HX03'R'(70MRMX5MEQUIVALENTM) SPACE PER DETAIL THIS SHEET (50MMX150MM)WOOD BLOCKING SECURED CO 3/8"(10MM) METAL EDGE iligi 01 BRICK MIN.1/4"X1"(7MMX25MM) SPACE PER DETAIL THIS SHEET FLUSH TO STUD FACE WITH MIN. (3)#6 CT. a. OR SIMILAR FOR DESIGN V F REINFORCED PLASTIC WEDGE ANCHOR OR EQUIVALENT AVOID SETTING ANCHORS IN IVIORTAR JOINTS 1.25" (30MM)SCREWS(OR EQUIVALENT) Revision Schedule E Pik . INTENT. SLIDE METAL 111 FINISH ' (MT0011)LEG UNDER -4-. CASEWORK i 1VARIES 2 MAT. CLIP LEG EDGE AS ... _ Rev Date By Description 0 BULLNOSE I • e DIE WALL / / VERIFY IN-WALL BLOCKING OR ENSURE SOLID ATTACHMENT u) NEEDED TO FIT A CURVE. - SANITARY COVED el • • EQ EQ EQ EQ EQ EQ EQ /le / / /___„Ii/ (6)MINIMUM.FASTENERSACROESVSEN OPENINGL Y SPACED 3" (75M M) I OF CLEAT TO WALL AT EACH ' D - • 1 BULLNOSE SANITARY CENTER CABINETS)F A (TYPICAL AT ALL weememememememer4I STUD a STOREFRONT DOOR TILE BASE 1/4" (7MM)SHIM IF NEEDED I • I . . COVED TILE BASE r........ . 4::ilOw AND THRESHOLDZo ISO SOLIDLY AFATTSATECNHEERDSTO FLOORING . . . #_,7-7.7- SOLIDLY ATTSATECNHEERDSTVOEWRATILCLA.LSLEYEOINN"WALL LLTyL CLEAT AND 1614/M VERTICALLY ON WALL CLEAT _ iiiiiii II, NEW OR EXISTING FLOORING _ =MI WALK OFF MAT - FASTENER SCHEDULE" FOR SPECIFICATION. SHEET TITLE: ..7] lb... it ------ _ _,.de ADJUSTABLE SHELF (IF APPLICABLE) 110 i, II SEE SCHEDULE"WALL TYPESHEET FASTENER SCHEDULE"FOR DESIGN DETAILS a_ .illIIVI___IMIXIMMILMItikAll Anummommummmumumwr - _ --iv- SIMILAR FASTENERS AT EACH STUD LOCATION ig 6 WATERPROOF ACROSS OPENING (TYPICAL AT ALL CABINETS) 1.111116i 1"X4''(25MM X 100MM) MEMBRANE, (ONLY IF ON 1 . • • • . ;1: WOOD SUBFLOOR) -.• METAL TRIM TO BE PAINTED I. 1 FURRING STRIP OR SCALE: AS SHOWN 1 co I I c7) SHEET NUMBER: 0 Q 0 TRANSITION - TILE TO WALK OFF MAT TOP SET TILE BASE AT CABINET TOP SET TILE BASE AT DIE WALL UPPER CABINET ATTACHMENT 4 (NI1-5001 Scale: 3"= 10" 0 Scale: 3"= 1-0" scale: 3"= 11-0" Scale: 1"7-7 V-0" CD EXISTING ROOF 11412r474 SIM 15 4/ �: I-5001 i It TYP. '` ,. -------,---:-1,, „,„‘ 'r � x „--y 0 \ GREENBOARD (TYP.) .'' '_ 1`Jr R o WALL FINISH AS ...,,. C) S ©2017 STARBUCKS COFFEE COMPANY T-7 3/4” SCHEDULED 11 STEEL PLATE BY STARBUCKS �, :.- -" <> STARBUCKS COFFEE ' \ VENDOR AT BACK OF SHELF i,„ra aMA.„ COMPANY METAL SHELF UNIT 0 =� BULKHEAD TO ALIGN -'� 2401 UTAH AVENUE SOUTH BY STARBUCKS WITH EXISTING SEATTLE, WASHINGTON 98134 :- VENDOR \ . - (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE \ \ SHELF SURFACE AT ;•t-•;;.' • CONFIDENTIAL AND SHALL REMAIN THE SOLE S 60” (1525 MM)A.F.F. 1 :;` , r=- (11 TOTAL) LAY-IN ACT CEILING \ LAY-IN ACT CEILING PROPERTY OF STARBUCKS CORPORATION, #10 2 1/2"WOOD OVER BACKBAR ', 1 WHICH IS THE OWNER OF THE COPYRIGHT IN o SCREWS \ THIS WORK. THEY SHALL NOT BE T MOUNTED TO 9 -3 �': ,` _ 9'"3" REPRODUCED(IN WHOLE OR IN PART), SHARED BLOCKING THRU WITH THIRD PARTIES OR USED IN ANY MANNER ' - ~. A.F.F. 4 \ A.F.F. \ \ \ PRE-DRILLED \ • ON OTHER PROJECTS OR EXTENSIONS TO THIS \a / HOLES IN PLATE A. 1 PROJECT WITHOUT THE PRIOR WRITTEN . \ MATCH EXISTING SOFFIT WIDTH CONSENT OF STARBUCKS CORPORATION. \ r/ A THESE DRAWINGS AND SPECIFICATIONS ARE c.,' „ J \ INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS \ + + + + L: + + + + + SUBJECT TO CHANGE AT ANYTIME)AND DO + + + + + + + + + + NOT REFLECT ACTUAL SITE CONDITIONS. ;, •„-°_ • -- ---- -- -� — }—} +-T1 ± + + co NEITHER PARTY SHALL HAVE ANY OBLIGATION 2X10 BLOCKING CENTERED ON SHELF '' - ' + + + + + += I' NOR LIABILITY TO THE OTHER (EXCEPT STATED '..` '' �---'- WALL STUD 8' -0” - + + + + _, + +- '+ + + +: ABOVE) UNTIL A WRITTEN AGREEMENT IS SURFACE MOUNTING HEIGHT. ` \ FULLY EXECUTED BY BOTH PARTIES. SECURE TO EACH NAILER USING (3)# ,-`. C > 10 3"WOOD SCREWS @ 4"(100 MM) I B.O. SOFFIT CX13331 ► O.C. 1'-6" \\.. - — - — - — - 9 02 STARBUCKS TEMPLATE VERSION 12017,11.03 / I-50 --- -- 2X2 NAILERS, 14"(355 MM) LONG ,>u€ .-- SECURED TO WALL STUDS USING GYP. BOARD ON ALL SURFACES v (4)#10 3"WOOD SCREWS AT 4" : ;=-- VISIBLE FROM BELOW (100 MM)O.C. PER NAILER ,,.r, (PAINT PX042) I;:., GPD Engineering and Architecture 8'-0/ 1/1 *NEW BULKHEAD/SOFFIT TO MATCH EXISTING. Professional Cor or tion SEE STRUCTURAL FOR MORE INFORMATION. 520 SOUTH MAIN ST. SUITE 2531 AKRON, OH 44311 P: 330.572.2100 F: 330.572.2101 GPD PROJECT NO: 2016355.20 BULKHEAD / SOFFIT DETAIL � )g�� c, METAL TEA SHELF WOOD WALL ATTACHMENT Scale: 1112 - 1 -0 c_... *r 10 MERCH SHELVES AND CUSTOM UNIT - ELEVATION - Scale: 6"= 1'-0" MARK S. SALOPEK ri AKRON, OH Scale: 1"= 1'-0" ra • NO. 603'S • cti c 06/21/18 (r) C fitztli Q. A.. ,,,,, A1A, E I .--, METAL ANGLE TRIM 6" ATTACHED AT BACK OF /\/ / . CC ---\ DIEWALL TYP. PANEL WITH COUNTER SUNK i OR CABINET FASTENER DIEWALL TYP. OR CABINET \ W — GAP FOR Z-CLIP GAP FOR Z-CLIP STORE FRONT\ - WALL COVERING TO CC ENCAPSULATE DIE �� ATTACHMENT-TYP. OR ATTACHMENT-TYP. OR DOOR � RETURN AND DIE ON -F + : + + 0 O WALL ENDS WITH PVC 4 BLOCKING FOR DIRECT BLOCKING FOR DIRECT �`---- STORE FRONT DOOR I A e TO MATCH STOREWAR% MOUNT TO DIEWALL MOUNT TO DIEWALL I FRAME - ( I `` SPECIFIC LAMINATE ih ± { -f ...Irf.:.�1�"�� _ EXISTING WALL :- - Y 'I.a� r y///,/.//v/m FINISH PANEL r \/ 2 STEEL FLAT BAR TRIM FINISH PANEL BUTT JOINT PANELS y� PX042 PX042 PX042 0 co '2 AT BOTTOM AND TOP OF STEEL FLAT BAR TRIM AT PANEL FACES WITH MINIMAL SEAM `� — CV CO PANELS, TYP. BOTTOM &TOP OF PANELS, TYP. MUST ALIGN LINE 1.1- CV *SEE STRUCTURAL FOR MORE INFORMATION TRACK LIGHT, SEE < {fj -— N. H 2 co Q o TYPICAL DETAIL AT END PANEL - VERTICAL METAL TRIM c.7)TYPICAL DETAIL AT VERTICAL SEAM $ WALL FINISH DETAIL AT CORNER SOFFIT SECTION w w n u_ 00 69 oScale: 6"= 1'-0" Scale: 6"= 1'-0" Scale: 3/4"= 1'-0" Scale: 3"= 1'-0" ¢ 0 Q O Z o Q 0 so W o ate. I— J i STORE #: 3366 cC PROJECT #: 11071-036 0 ISSUE DATE: 06.07.2018 N 4"(TYP.) COUNTERTOP „ SCHEDULED WALL TILE DESIGN MANAGER: NEHAt RENGARAJAN NOTE: a) � ` LEEDO AP: p • ALL COMPONENTS 34 MAX. FURNISHED BYloo " PRODUCTION DESIGNER: GPD GROUP � � -�/� - - - - - - - - - � . = . _ OTHERS AND 1 1/2" ` SCHLUTTER QUADEC (Q 100 ABGB)TRIM, f CHECKED BY: TOM CONNER co 1/4' • ,--- GAP FOR Z-CLIP 9 INSTALLED BY G.C. BRUSHED ALUMINUMTYP ATTACHMEYPOR / / — ``liii FINISH TILE BASE �—` MOUNT TO DIEWALL . OTHERWISE. `k ` ( 4.. ', = Revision Schedule co _� COUNTERTOP • FINISH BASE ; Rev Date ByDescription —/ FINISH PANEL 7711._,177 v z / SUBSTRATE MATERIAL � ALUMINUM DOWEL P • LED STRIP LIGHTING <` COVE DETAIL ON `; SECURED INTO SUB DIEWALL-TYP., OR CABINET BY OTHERS METAL ANGLE, TYP. SHROUD/SPLASH FINISH TO k, ", THIS SIDE ONLY ��• FLOOR& DIEWALL U _ MATCH COUNTERTOP, TYP. • FASTEN MTL. TRIM TO FINISH ALUM. Z-CLIPS, TYP. % i- CORIAN S/16,1FINISHED FLOOR PANEL FROM SIDE WITH DIEWALL \ COUNTERTOP SCHEDULED WALL TILE COUNTER SUNK FASTENER FINISH PANEL ■ 34' MAX.A.F.F. • • -_ NOTE: \ � Q,. I ,1 STL. FLAT BAR VERTICAL TRIM VARIES / ALL COMPONENTS -17/ j j j/�/ J --- - •yw� - SHEET TITLE: �r // / / I I WALL STRUCTURE �, i AI DESIGN DETAILS FURNISHED BY OTHERS J1 l 'v_ _ qtr AT PLANK END TO FORM -i�'//� AND INSTALLED BY G.C. — I I �j ''�� f��.� MITERED CORNER DETAIL UNLESS NOTED LJ PLASTIC SHIM REQUIRED OTHERWISE. ____/____. - 1/4"MIN. •,:i: SCALE:AS SHOWN co .Tc.: 401 MITER DETAIL AT VERTICAL CORNER TRIM 2 FINISH PANEL - BUILT-UP COUNTERTOP OVERHANG ESP SHROUD - CORIAN 4 FINISH PANEL - 6" BASE *TILE TO TRIM - CORNER SHEET NUMBER: Scale: 3"= 1'-0" • Scale: 3"= 1'-0" Scae: 3"= 1'-0° Scale: 6"= 1'-0" CV Scale: 6"= 1'-0 1-5002 (fl . ier-1010,40440„,„ E jo,_ . C X0030 ) ;0- iiiikiir.,_ - -it 4 11111 EXISTING WALL DRAIN LINE FROM SINK TO WASTE 0 AROUND COLUMN LINE IN WALL OR FLOOR DRAIN CQ 2017 STARBUCKS COFFEE COMPANY GC TO PROVIDE 114"THICK HOT AND COLD WATER FOR METAL CLADDING AROUND SINK FAUCET STARBUCKS COFFEE EXISTING COLUMNS, BACK WALL COMPANY " MT0011 FINISH . I( � ?ow. i r —� INDIRECT DRAIN LINE FROM 2401 UTAH AVENUE SOUTH CLADDING AROUND EXISTING COLUMN, TYP. 1 I DISHWASHER TO NEAREST 8 { 1 I FLOOR DRAIN OR MOP SINK. SEATTLE, WASHINGTON 98134 Scale 1 1/2"= V-0" 1 I �` (206) 318-1575 WATER FOR DISHWASHER WITH r —1, SHUT-OFF UNDER SINK AT 18" THESE DRAWINGS AND SPECIFICATIONS ARE t' INPN (460MM)AFF. LINE LENGTH MUST L ALLOW EASE OF MOVEMENT. CONFIDENTIAL AND SHALL REMAIN THE SOLE VERIFY WATER REQUIREMENTS PROPERTY OF STARBUCKS CORPORATION, FOR TYPE OF DISHWASHER WHICH IS THE OWNER OF THE COPYRIGHT IN EXTEND END OF WALL FINISH, SEE . . THIS WORK. THEY SHALL NOT BE WALL CAP 1/8" PAST WALL FINISH PLAN CHAIR RAIL ` L — — J .' (HOT/COLD/SOFTENED). SEE REPRODUCED(IN WHOLE OR IN PART), SHARED FINISH FACE OF WATER SUPPLY DRAWINGS FOR WALL EACH SIDE WATER LINE. IF ADVANSYS WITH THIRD PARTIES OR USED IN ANY MANNER DISHWASHER, INCLUDE ON OTHER PROJECTS OR EXTENSIONS TO THIS GC TO PROVIDE PRESSURE REDUCING VALVE. PROJECT WITHOUT THE PRIOR WRITTEN 1/8„ NON-SCREW BASED CONSENT OF STARBUCKS CORPORATION. ADHESIVE PRESSURE GAUGE(SET INO 20 THESE DRAWINGS AND SPECIFICATIONS ARE I�N�:�0�Z�ri PSIG +/-5 PSI), LINE STRAINER METAL/ALUMINUM INTENDED TO EXPRESS DESIGN INTENT FOR A 1/.../ /, I CORNER GUARD. GC AND SHOCK ARRESTOR. PROTOTYPICAL STARBUCKS STORE (WHICH IS GC TO PROVIDE NON- Plan View CONFIRM PRODUCT SUBJECT TO CHANGE AT ANYTIME)AND DO SCREW BASED I WITH C.M. + D.M. - DRAIN LINE FROM DISHWARE NOT REFLECT ACTUAL SITE CONDITIONS. ADHESIVE METAL END MT0011 10" DRYING RACKS TO SINK NEITHER PARTY SHALL HAVE ANY OBLIGATION PANEL, FINISH PER SCHEDULE. / NOR LIABILITY TO THE OTHER (EXCEPT STATED 1/2" FINISH PLYWOOD / I - SEE FINAL FLOOR DRAIN LUMBING N FOR ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. PRE-WASHLOCATION. STEEL STUDS PER WALL GYPSUM WALL STATION op- ` FLOOR DRAIN OPTIONAL. STARBUCKS TEMPLATE VERSION 12017.11.03 CONSTRUCTION -..ii- _ { ' - WALL STRUCTURE - DISHWARE DRYING EXTEND END OF WALL CAP `�t. RACKS WITH DRAIN LINE - .... 3 gnat ." 1/8" PAST FINISH FACE OF \ / �_ TO SINK BOWL ., WIRE RACK } \ / ALIGN .4, 41:,,, WALL AND TO ACCEPT TILE WALL BASE V co \ /\ �, � WALL END CAPI WAINSCOT VERTICAL CORNER TRIM I� i \\ .c--, GPD Engineering and Architecture (�> c / \ rill— Professional Cor oration 6 Scale: 3"= 1'-0" U Scale: 6"= 1'-0" ic_—" \ \p� 41 �� 520 SOUTH MAIN ST. SUITE 2531 __1\c- - \ \ AKRON, OH 44311 (401— P: 330.572.2100 F: 330.572.2101 NOTE: CYLINDER INSTALL . J GPD PROJECT NO: 2016355.20 BY STARBUCKS VENDOR. LOWER CLEATS TO BE UPPER CLEATS TO BE INSTALLED � 12p f�� INSTALLED TO THE WALL TO BANQUETTE PER MANUF , I ,A-, � :ft /\./ PER MANUF. INSTRUCTION T INSTRUCTION — -- \\ io 4 NOTE: "' AFittt) UH (*)--- WIRE STORAGE RACK; \ ;:r / o FOR COORDINATION ONLY. SEE ,..-1, -1.. \ U LOCATE AND INSTALL \ // FURNITURE, FIXTURES,AND 0 NO, 6038 • WALL MOUNT BRACKETS • EQUIPMENT PLAN FOR / cts PER MFR INSTRUCTIONS \SI, ‘L___ �_ \ \V r " EQUIPMENT LOCATIONS. fiat 06121/1 _T /\ PROVIDE BACKING BEHIND WALL ,�liil al 00cv h / \ FINISH AS REQUIRED FOR WALL ', ', 1 lAt. / \ MOUNTED EQUIPMENT. REFER E �° EQ' EQ' o // \\ TO ITEM SPECIFICATIONS FOR -1 , WALL BRACKET WITH rn - MORE INFORMATION. ' ' CHAIN / \ I �' b `. i v Eo Y v PROVIDE BLOCKING TO - izz `�' ALIGN �� IY - STRUCTURE FOR _ 0 Ill e0 Elevation View KEEP CLEAR FOR WALL MOUNTED CHEMICAL COMPARTMENT SINK DISHWASHER O BRACKET ATTACHMENT Zy M DISPENSING SYSTEM, TO BE INSTALLED BY SYSTEM (EXISTING) \ VENDOR. PROVIDE BACKING BEHIND WALL FINISH FOR < EQUIPMENT MOUNTING. REFER TO POSTED v ' \ 1/4' METAL BASE(MT0028 FINISH) 'j INSTALLATION GUIDELINES FOR MORE INFORMATION. .....I a) I -\ CL a) TY 2 SANITIZING (GENERIC) - PLUMBING _ c" -2 E_) GAS CYLINDER BRACING A BANQUETTE SECTION p% ry c4 3 _ ,_ „ 4 = - Scale 3/4"= 1'-0" Li- CV Scale: 3/4" 1 0 Scale: 1" 1' 0" rio UJ n LT_ C6 ANCHOR DEFLECTION TRACK < �-■+ © 0 o -- TO STRUCTURE W/#10X1" Z (�/ 0 -•- METAL STUDS (PER WALL EXISTING ROOF Z �-+� 0 SCREWS AT 24"O.C., TYP. h- �,.�" TYPE). METAL STUDS TO / STRUCTURE SIMPSON#A35 FRAMING ANCHOR U < I- (� MEET I.C.B.O. #1715P OR @ EA. END. USE (12) 8-D X 11/2" BOTTOM OF EQUAL. 1 NAILS, TYP. METAL STUDS (PER WALL TYPE) v-- ROOF STRUC UI REN 0 r< To // @ 16"O.C. TO UNDERSIDE OF 0 .r.r (� VROOF STRUCTURE, TO MINIMUM _ �' IY CL' Cr) p M a NEW 2X WOOD / � OF 6"ABOVE SUSPENDED CEILING 18 GA 3" DEEP LEG D- D- / ANCHOR TOP TRACK TO BLCOKING W/ 4. -� BLOCKING ' / / SIMPSON SDWS SCREWS, TYP. OR TO UNDERSIDE OF EXISTING DEFLECTION TRACK > NAIL STUD RUNNER TO + \ �l /i / 18 GA DEEP LEG DEFLECTION TRACK. SOFFIT OR CEILING. MTL STUDS I STORE #: 3366 CC FLOOR - / / DO NOT FASTEN STUDS TO TRACK. TO MEET I.C.B.O.#1715P OR EQ. / PROJECT #: 11071-036 o W/HILTI NK FASTENERS, / // NAIL STUD RUNNER TO FLOOR �' 11/8" MINIMUM / -4/ 20 GA 35/8" MTL STUD BRACING ISSUE DATE: Permit 06.07.2018 N PENETRATION @ --- ,/ / @ 48"O.C..ATTACH TO PARTITION FRAMING WI HILTI NK FASTENERS, 20 GA 3 5/$" MTL STUD N CD 32" O.C., MAXIMUM. / // W/3/8" PAN HEAD TYPE"S"SCREWS. USE 11/8" MINIMUM PENETRATION @ BRACING @ 48"O.C..ATTACH DESIGN LEMANAGER: NEHA RENGARAJAN (I.C.B.O. #2388) .I / / LATERAL BRACING WHEN PARTITION 32"O.C., MAXIMUM. TO PARTITION FRAMING W/3/8' co y /J / FRAMING DOES NOTATTACH TO ROOF CHECKED BY: TOM CONNER EXISTING CONCRETE SLAB / / STRUCTURE. (I.C.B.O.#2388) PAN HEAD TYPE"S"SCREWS. DESIGNER: GPD GROUP a C / \�� SUSPENDED CEILING, AS OCCURS Revision Schedule EXISTING CONCRETE SLAB I LL- Z, -' EXISTING CEILING, FIELD Rev Date By Description u) VERIFY. co 5/8"G.W.B. TYPE"X", BOTH 11.-- 1 j SIDES, TO MINIMUM OF 6" 5/8"GWB TYPE"X", BOTH O ABOVE CEILING. TYPE"S" DRY- WALL SCREWS @ 8"O.C. TO SIDES, TO MINIMUM OF 6�, SECTION @ FLOOR SECTION @ VERTICAL EDGES & 12"O.C. I 1 ABOVE CEILING. TYPE'S DRY- WALL SCREWS @ 8"O.C. TO TO INTERMEDIATE STUDS. VERTICAL EDGES& 12"O.C. CEILING STAGGER JOINTS 24"O.C., SECTION @ FLOOR SECTION @ CEILING TOE INTERMEDIATE STUDS. SHEET TITLE: EACH SIDE. STAGGER JOINTS 24"O.C., EACH SIDE. DESIGN DETAILS co 6 NEW PARTITION WALL TO STRUCTURE NEW PARTITION WALL TO STRUCTURE , ;4: 04 Scale: 1"= 1'-0" Scale: 1"= 1'-0" SCALE:AS SHOWN c CS o SHEET NUMBER: N O N -5003 6'-0"FROM WALL MAX. 12'-0"O.C. TYP. BOTH DIRECTIONS 6' -0" MAX. FROM SEISMIC CEILING GENERAL NOTES: ICC ESR - 1308 NOMINAL 512E POST ALLOWABLE - � / I1 / EDGE OF GRID TRIM / 3/4"x 1/2"x 0.059" MTL. - 26" 1 I l i f i i i t- .- -t-`f �#�#-- 1- 1 1 1 I I I I I I I I I I f Tell 'II1111111111111111111l1,_ 1111, 111-1-1-1:(2) 3 4 x /2 x Q.059 MTL. CHANNEL{BACK-TO 39 h I 1. REFERENCED SOURCES ARE: OREGON BUILDING CODE,AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635,ASTM C 636), kiii ....; * 1 1/2"x 9/16"x 0.059" MTL. 33" AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10), &CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). (2) 1 1/2"x 9/16"x 0.059" MTL. CHANNEL(BACK-TO- 44" / _ I 1MIII-5004 S 1 5/8"x 1 1/4"x 0.0197" MTL. 106" / I-5Q04 - 2. PROVIDE SUSPENDED CEILING GRID SYSTEMS FROM A SINGLE SOURCE(MANUFACTURER), DO NOT MIX GRID SYSTEMS. {2) 1 5/8"x 1 1/4"x 0.0197" MTL. CHANNEL(BACK-TO- 141" / IF It 1/2"0 x 0.042"WALL EMT. 47" / L' ( 3. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAT 6'-O" IN HEIGHT SHALL BE LATERALLY BRACED TO 3/4"0x x 0.049"57" WALL EMT. 61" THE STRUCTURE. WALL BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. if 1"0 x 0.057"WALL EMT. 78" I I ilt 1 1/4"0 x 0.065"WALL EMT. 102"1I 4. GENERALLY, SUSPENDED CEILING AREAS UNDER 1,000 SQUARE FOOT DO NOT REQUIRE HORIZONTAL RESTRAINT WIRE AND/OR QR 1 1/2"0 x 0.065"WALL EMT. 118" E 2"0 x 0.065"WALL EMT. 150" RIGID BRACING. CONSULT RULING AUTHORITIES AND LOCAL CODES FOR MINIMUM CEILING AREA REQUIREMENTS. 2 1/2"x 20 MTL. C-STUD 138" 0 2017 STARBUCKS COFFEE COMPANY 2 1/2"x 20 MTL. C-STUD (BACK-TO- 180" ' - I 6 5. PROVIDE SUSPENDED CEILINGS EXCEEDING 2,500 SQUARE FEET IN AREA WITH "SEISMIC SEPARATION JOINTS"TO BREAK THE 3 5/8"x 20 MTL. C-STUD 144" / 8"MAX. 4'-0"O.C.TYP. ? CEILING INTO INDEPENDENT UNITS LESS THAN 2,500 SQUARE FEET IN AREA THAT WILL ACT FAVORABLY IN A SEISMIC EVENT, RE: 1/1- STARBUCKS COFFEE 3 5/8"x 20 MTL. C-STUD 168" y 12 MAXI SCHEDULE BOTH DIRECTIONS 8"MAX. COMPANY / / 6.ALL MAIN BEAMS(MAIN TEE RUNNERS) SHALL BE HEAVY-DUTY OR APPROVED EQUAL. INSTALL AT MAXIMUM OF 4'-O"APART, RE: 1. THE INFORMATION PROVIDED IS FOR QUICK REFERENCE ONLY. OTHER I A A6001, "FINISH MATERIAL SCHEDULE-CEILING-ACOUSTICAL TILES AND GRID"FOR SPECIFICATIONS. 2401 UTAH AVENUE SOUTH RESTRICTIONS AND EXEMPTIONS MAY APPLY. A ,' I I z, b��`� `.3'° SEATTLE, WASHINGTON 98134 2. ALL STRUTS AND ALLOWABLE LENGTHS SHOULD BE VERIFIED BY Th 4. a�5' (`° -jC 7,-- - --h 7. ALL CROSS BEAMS (CROSS TEES)SHALL BE HEAVY-DUTY OR APPROVED EQUAL AND SHALL BE CAPABLE OF CARRYING THE DESIGN (206) 318-1575 APPROPRIATE AUTHORITIES. • ' �� --{{ LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN, RE:A601, "FINISH MATERIAL SCHEDULE-CEILING-ACOUSTICAL 3. WALL MOLDINGS SHOULD NOT BE USED AS STRUTS. - - - - - - - • - - - - - - - - - \ - - -�i TILES AND GRID"FOR SPECIFICATIONS. 4. A STRUCTURAL ENGINEER SHOULD BE CONSULTED FOR LENGTHS GREATER / THESE DRAWINGS AND SPECIFICATIONS ARE THAN 15'-0" �' - 7 7 8. CHANGES IN CEILING PLANES REQUIRE POSITIVE BRACING AT TRANSITION. CONFIDENTIAL AND SHALL REMAIN THE SOLE / 11 1-5004 1-5004 2 PROPERTY OF STARBUCKS CORPORATION, 15004 1-5004 9. ALL SEISMIC HANGER AND SPLAY WIRE SHALL BE 10 GAUGE GALVANIZED SOFT ANNEALED MILD STEEL OR CODE APPROVED EQUAL. WHICH IS THE OWNER OF THE COPYRIGHT IN ALL VERTICAL PERIMETER AND INTERMEDIATE HANGER WIRE SHALL BE 12 GAUGE GALVANIZED SOFT ANNEALED MILD STEEL OR CODE THIS WORK. THEY SHALL NOT BE APPROVED EQUAL. HANGER AND PERIMETER WIRE SHALL BE INSTALLED VERTICALLY AT NO MORE THAN 10° FROM PLUMB(1 IN 6). ALL REPRODUCED (IN WHOLE OR IN PART), SHARED VERTICAL HANGER WIRE TIES SHALL BE "TWIST-TIE" IN NATURE WITH (3)TIGHT TURNS AROUND ITSELF IN 3"OF LENGTH. ALL SPLAY WITH THIRD PARTIES OR USED IN ANY MANNER v`~ I SECTION AT SEISMIC 2x4 CEILING GRID - CBC WIRE TIES SHALL BE"TWIST-TIE" IN NATURE WITH (4)TIGHT TURNS AROUND ITSELF IN 11/2"OF LENGTH, RE: 2/I-5004. ON OTHER PROJECT WITHOUTROJECTS OR THE PRIORIONS WRIT TO THIS ID ® scale: 3/8"= 1'-0" 10. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND SPACED IN ACCORDANCE WITH MANUFACTURER'S CONSENT OF STARBUCKS CORPORATION. 0 I 11 RECOMMENDATIONS. THESE DRAWINGS AND SPECIFICATIONS ARE 1-5004 INTENDED TO EXPRESS DESIGN INTENT FOR A • 11. PROVIDE LATERAL FORCE BRACING (VERTICAL COMPRESSION STRUTS AND SPLAY WIRES)AT 12'-0" MAXIMUM ON CENTER IN ALL PROTOTYPICAL STARBUCKS STORE (WHICH IS r��/�/��//f��/�l�� /�f SUBJECT TO CHANGE AT ANYTIME)AND DO ` _ - - - - /�r/_� � !�_ _ �� LEGEND: COMPRESSIONOSTRUT SIZES. NOT FROM FINISHED GRID EDGES AND WALLS, RE: 9/A403. SEE"SEISMIC POST SCHEDULE" BELOW FOR NOT REFLECT ACTUAL SITE CONDITIONS. :(1S.--,.„'� I X X X Xj X x � -X - X X NEITHER ARRAYED 90° FROM EACH NOR LIABILITY TO THE OTHER EXCEPTARTY SHALL HAVE ANY IS STATED 12. SEISMIC SPLAY WIRES SHALL BE (4)WIRES ATTACHED TO THE MAIN BEAM (RUNNER). WIRES SHALL BE ARRA E RO '''.4,,, N ,� I kk •a J 1 X X\ / X �`< 'ter X �X 7� X X COMPRESSION STRUT AN SPLAY THE CONNOTHER DECTION OF THE VERTICAL STRUT TO SUAT AN ANGLE NOT EXCEEDING 45° OSPENDED CEILING. SPLAY WIRES SHALL BE ATTACHED TO THE CEILING GRID AND ABOVE)FULLY EXECUTEDI BY BOTH PARTIES.TTEN AGREEMENT IS 0M THE PLANE OF THE CEILING. SPLAY WIRES SHALL BE INSTALLED WITHIN 2"OF -- I " 00 '� WIRES STRUCTURE ABOVE IN SUCH A MANNER AS TO SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN ' 15 LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER, RE: 6/1-5004 AND 5/1-5004. STARBUCKS TEMPLATE VERSION i2017.11.03 Zr, , 8 MAX.,fir/ X HANGER AND PERIMETER WIRES 13.ATTACH HANGER WIRES ALONG MAIN RUNNERS AT 48"O.C. WITH MAIN RUNNERS PARALLEL TO EACH OTHER AT NO MORE THAN 48" I X X/ / �X h`�� \X / �C k/ �C 'x APART, CREATING 48" HANGER WIRE ARRAY IN TWO DIRECTIONS. SEISMIC GRID AT WALL - UNATTACHED XX Scale: 1 1/2"= 1'-0" 2" BEAM END RETAINING CLIP (BERG-2) 14. TERMINAL ENDS OF EACH MAIN RUNNER AND CROSS TEE SHALL BE SUPPORTED WITHIN 8"OF EACH WALL OR FINISHED GRID EDGE 1-50040 0 (-9--- :,.....500.:).4,,,,,,_ y WITH A PERIMETER WIRE. -5004 SUSPENSION GRID EDGING AND TRIM 15. PROVIDE ARMSTRONG 7/8"X 7/8"WALL ANGLE MOLDING IN CONJUNCTION WITH ARMSTRONG BERG-2 SEISMIC WALL CLIPS TO GPD Engineering A;:cr:ahl.riecoEtu5r3ei 1 I I SUPPORT TERMINAL ENDS OF MAIN TEES AND CROSS TEES AT WALLS. CEILING GRIDS SHALL BE POSITIVELY ATTACHED TO WALL PrO gg(erin(Corptr: IX / X \ `�C .,� �� XX ` �C ?� / X /X XSEISMIC SLIP JOINT USOLDING WITH E BERG-2 SEICSMIOR C CLIPS BYARMATCHING BTRONG TOPOVIP RIVETS ON ACENT WALLS DE APPROVED SLDFREE 1P-ONTOREDRE 1T0 CC EVAUATITH A 3/4"GAP pN THE iON SERVCEORING EPORT:LLS. ERS- f J 520 SOUTH MAINST. - \ .rI 11 I p ¢ L 1308 , SECTION 4.4.3. o a 2 P: 330.572.2100 AKRON,F:30.572.21301 -'-.1''it- ' '' Allk ;//7/ 4'_p �' 15 � 0 16. LIGHT FIXTURES AND MECHANICAL DEVICES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM AND CAPABLE GPD PROJECT NO: 2016355.20 y✓ i 1-5004 ` / TYP / a , / HVAC-24"x 24"AIR DIFFUSER OF RESISTING 100%OF THE FIXTURE WEIGHT IN ANY DIRECTION, RE: 8/1-5004 �g�� A��` f j( X }� X \ �C X }� X \C X 17. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A(2) INCH OVERSIZED RING, SLEEVE OR {7`_ `Yf • / , E ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST(1) INCH IN ALL HORIZONTAL DIRECTIONS. ti MARK S.SALOPEK I 6'-0 MAX. 12 -0 MAX. 12'-0"MAX. 6'-0"MAX. f I / 24"x 48" RECESSED FLUORESCENT 18. NO SUSPENDED CEILING ASSEMBLY WITHIN THE PROPOSED RENOVATION SPACE SHALL INVOLVE A SUSPENSION LENGTH AKRON, OH C-. / / LIGHT FIXTURE GREATER THAN 66". I I� � � � / \ • NO. 6036 • � T I \, f = >� \ ° 1\ /X X � I- ' 00/21/18 cti #' 1 I SEISMIC CEILING KEY NOTES cd A lif 0, iA IA Q 15 I - - 1. HEAVY-DUTY T-BAR GRID CROSS TEE. PROVIDE CROSS TEES 16. PROVIDE BRACING AS NECESSARY TO MAINTAIN HANGER AND T 2 .y DASHED LINE-FLOOR LINE OF AND MAIN TEES WITH THE SAME PROFILES WHERE"OPEN"GRID SPLAY WIRE ALIGNMENT, RE: 2/1-5004. RACEWAY BELOW IS INSTALLED. SEE SPECS. G 9 SEISMIC GRID AT WALL - ATTACHED / / ` X X 2. HEAVY-DUTY T-BAR GRID MAIN RUNNER, SEE SPECS. 17. CONNECT HANGER WIRES AT NOT MORE THE 3"FROM OPEN 2 Scale: 1 1/2"= 1'-0" / X X �X x X � ENDS OF T-BAR GRID. _2\ // 3. GYPSUM BOARD CEILING. W Ea CC 0 / 4. PROVIDE MTL. TOP CLIP TO FASTEN COMPRESSION STRUT 18. PROVIDE 4"T-BAR CAP SLEEVE AS SLIP-JOINT. CRIMP ONE SIDE U 010 TYPICAL CEILING GRID LAYOUT POST TO ROOF STRUCTURE PER ICC REPORT 1308. OF SPLICE CAP TO ALLOW MOVEMENT ON OPPOSITE END ONLY. Scale: 1/4"= 1'4r 5.PROVIDE FASTENERS AS APPROVED BY ICC REPORT 1308. o 19. 7/8"X 7/8" MTL. WALL ANGLE SCREWED TO WALL WITHCL 6.PROVIDE SPRING CLIP AROUND VERTICAL HANGER WIRE AS APPROVED FASTENERS, SEE SPECS. a) 0 SHOWN. id 20. PROVIDE COLOR MATCHING POP RIVETS TO FASTEN TERMINAL ` ' I 2 ® 0 4' ® M, 7. APPLY TENSION TO COMPRESSION STRUT AND SECURE WITH# ENDS OF MAIN RUNNER AND CROSS TEES TO WALL ANGLES sCO -a �`'' 10 X 1" SELF-TAPPING STL. SCREW OR CODE-APPROVED EQUAL. REQUIRING ATTACHMENT AND GRID ENDS TERMINATING IN TRIM. 0 (�j L Ca a IL N i"al 6 ° 8. INSTALL VERTICAL HANGER WIRE AT INTERSECTION OF MAIN 21. ATTACH HVAC-DIFFUSERS TO SUSPENSION GRID WITH CODE- (!1 0 C') ��. ��° AND CROSS TEE. VERTICAL SHALL BE DEFINED AS t 10° (1 IN 6) APPROVED CLIPS AND FASTENERS ON TWO OPPOSITE SIDES OF 2 co Q o / FROM PLUMB, RE: 2/I 5004. THE FIXTURE TO THE GRID MAIN RUNNERS. PROVIDE TWO tjj Q.cp , 1 �, \� / DIAGONALLY OPPOSED HANGER WIRES AT CORNERS OF DIFFUSER 2 0 a Qo ©. �� `� �� Q "��. TO THE STRUCTURE ABOVE. WIRES MAY BE SLACK. Q p > Q� � �� • 6 '.s° � 0 9. PROVIDE (4)SPLAY WIRES ATTACHED TO MAIN RUNNER NOT Z < (n/ �� "�_ 21 �� ' Fr-edlia MORE THAN 2" FROM THE INTERSECTION OF MAIN RUNNER AND 22. PROVIDE SEISMIC SEPARATION JOINTS AS REQUIRED FOR 15 U N� \ i�� .{ ¢ CROSS TEE. CEILING AREAS IN EXCESS OF 2,500 SQUARE FEET. "REFLECTED 11411011 , 4' 0 Ti�1I • "was. `\ \ �c�° `t. CEILING PLAN" FOR SEPARATION LAYOUTS AND 1/I 5004. LL- a, 41)N.N. ° iii COQ CO v �' Nom., `� ,,,,,,,,w,-, _ . 10. TELESCOPING ELECTRICAL METALLIC TUBING(EMT)AS o - --: • J ` �� '• t� ;� COMPRESSION STRUT, RE: "SEISMIC POST SCHEDULE"BELOW. 23. PROVIDE 6" EDGE TRIM AT OUTSIDE EDGE OF CEILING GRID IN a' D' +, ,v, � .� A. GOLF, RE: 3/1-5004 AND SEE SPECS. . '� . . STORE #: 3366 �� z 11. BACK-TO-BACK C-STUD AS ALTERNATIVE METHOD FOR " \� �,-.7- \�`\' %�� '"'r COMPRESSION STRUT SYSTEM, RE: "SEISMIC POST SCHEDULE" 24. INSTALL ARMSTRONG AXIOM T-BAR CONNECTION CLIP AT EACH PROJECT #: 11071-036 11 0 �\ `• Q BELOW. POSITIVELY ATTACH POSTS TO GRID AND STRUCTURE GRID END. FASTEN CLIP TO GRID ENDS WITH#6 X 7/16" FRAMING Y r� \N � �\ © MTL.STUD COMPRESSION ABOVE WITH APPROVED FASTENERS. SCREWS, RE: 3/1-5004. ISSUEIDESIGN Permit06.0GARA S GN MANAGER: NEHA RENGARAJAN a) k EMT COMMPRESSION STRUT DETAIL STRUT DETAIL.. PRaD°UCTION DESIGNER: GPD GROUP ca SEISMIC GRID WITH LIGHT SEISMIC GRID WITH AIR DIFFUSER Scale: 11/2"= 1'-0" Scale: 11/2"= 1,-0" 12. PROVIDE VERTICAL"PERIMETER"SUSPENSION WIRE WITHIN CHECKED BY: TOM CONNER Co 8"OF THE ENDS OF MAIN RUNNERS AND CROSS TEES ALIKE 25. SLACK WIRE AT DIAGONALLY OPPOSING CORNERS OF FIXTURES a FIXTURE DETAIL 0 DETAILTERMINATE AT WALLS AND FINISH WITH EDGE TRIM. � Scale: 3/4"= 1,-0" Scale: 314"= 1'-0" 0 Revision Schedule 26. (1)-1/4" DIAMETER CLOSED EYE SCREW WITH 2"MIN. L 5/8"MAX 13. PROVIDE 3/4"GAP BETWEEN WALL ANGLE AND GRID T-BAR EMBEDMENT. Rev Date By Description HED) • 't\¢�� 6 CONDITION. INSTALL 2" BEAM END RETAINING CLIPEND AT WALLS THAT REQUIRE SLIP-JOINT CB RC-2)TO 00 8.0000 MAX - • / r1 I °E's 0 PROVIDE SLIP CONDITION. 27. EXISTING ROOF WOOD BEAMS. CONTRACTOR TO VERIFY .,fi �� , 0 LOCATION. cn z /' x> `I' 0„,\ ,!�� 14. ROOF STRUCTURE AND JOISTS FOR REFERENCE ONLY AS N :% i� TYPE OF CONSTRUCTION MAY VARY. CONNECT TO STRUCTURE 28. HANGER AND OR BRACING WIRE ANCHORS TO TEH STRUCTURE �� V 4 TURNS . ABOVE USING METHODS AS APPROVED BY LOCAL CODES AND SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF SHEET TITLE. d. IN 1 1/2"MIN. 0 ,4,- 0 c,, zAUTHORITIES. THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DESIGN D 0Lo ;� j`` DIRECTION OF THE WIRE. ETAI LS 15. ATTACH LIGHT FIXTURES TO SUSPENSION GRID WITH CODE- VERTICA SPLAYED © CEILING GRID HANGER WIRE CEIL1NG GRID EXPANSION APPROVED CLIPS AND FASTENERS ON TWO OPPOSITE SIDES OF 29. PROVIDE COLOR MATCHING 7/8" FLANGE X 1 3/4" HIGH X 9/16" SCALE: AS SHOWN oo THE FIXTURE TO THE GRID MAIN RUNNERS. PROVIDE TWO FLANGE"C"CHANNEL TO TRIM OUTSIDE EDGE OF GRID, SEE SPECS. N HANGER WIRE ATTACHMENT SECTION AT CEILING GRID EN TRIM CONNECTION CI JOINT DETAIL DIAGONALLY OPPOSED HANGER WIRES AT CORNERS OF LIGHT PROVIDE COLOR MATCHING POP RIVETS TO FASTEN MAIN RUNNER SHEET NUMBER: FIXTURE TO THE STRUCTURE ABOVE. WIRES MAY BE SLACK, RE: Ann r..FMRS TFFS Tr)r:HANNFI N1111, Scale: 3"= 1`-0" Scale: 1 1/2"= 1'-0" scale: 1 1/2"= 1'-0" Scale: 1 1/2"= 1'-0" 8/1-5004. 1-5004 CD CASEWORK SCHEDULE-"C" CASEWORK FINISH SCHEDULE SITE SCHEDULE-"Y" itillr'**Ill* FURN. ENGINE ZONE MATERIAL DESCRIPTION FINISH CODE COMMENTS DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS jir lik- DESIGN ID COUNT DESCRIPTION BY INST. BY COMMENTS "` "' COMPOSITE-DARK GREY WITH FLECKS X50001 1 SITE BOLLARD-6" ROUND STEEL PIPE LL LL X0028 1 METAL BASE-BANQUETTE GC GC MT0028 FINISH, APPROX. TOTAL COUNTERTOPS-BACKBAR COMPOSITE-DARK GREY WITH FLECKS CP0001 OTHER LENGTH =33'-4" COUNTERTOPS-CONDIMENT COMPOSITE-DARK GREY WITH FLECKS CP0001 14323 3 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW GC GC REFERENCE PAINT P936 FOR SPECIFICATIONS 4 IIE X0030 3 1/4"THICK METAL CLADDING AROUND EXISTING GC GC MT0011 FINISH CART -GREEN COLUMNS COUNTERTOPS-ESPRESSO COMPOSITE-DARK GREY WITH FLECKS CP0001 14324 4 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW GC GC REFERENCE PAINT P935 FOR SPECIFICATIONS X0031 1 METAL CAP-WALL OPENING GC GC MT0011 FINISH COUNTERTOPS-FRONTBAR COMPOSITE-DARK GREY WITH FLECKS CP0001 -WHITE Ili II CABINET METAL-FLAT BLACK POWDERCOAT 17573 1 CABINET-COUNTER SUPPORT PANEL-3IN 75MM SB GC CABINETS-DOOR PULL METAL-FLAT BLACK POWDERCOAT MT0028 17574 3 CABINET-SINK OR ICE-15IN 3$0MM SB GG ©2017 STARBUCKS COFFEE COMPANY METAL BASE-BANQUETTE METAL-FLAT BLACK POWDERCOAT MT0028 17575 1 CABINET-SINK OR ICE-201N 510MM SB GG METAL-HOT ROLLED STEEL "F" 17580 2 CABINET-CBE TEA SHELF-29IN 735MM-FLAT SB GC METAL CAP ON WALL METAL-HOT ROLLED STEEL MT0011 FURNITURE SCHEDULE- STARBUCKS COFFEE BLACK MT0028 OPENING DESIGN ID COUNT DESCRIPTION FURN. BY INST.BY COMMENTS 17581 1 CABINET-CBE DRY INCLUSION SHELF-23IN SB GC METAL CLADDING-EXISTING METAL-HOT ROLLED STEEL MT0011 BANQUETTE COMPANY 585MM -FLAT BLACK MT0028 COLUMN 18792 2 BANQUETTE-CLOSTER-VARIABLE LENGTH - SB GC ADD ARMS AT CORNER CONDITION.AMTREN 2401 UTAH AVENUE SOUTH 17740 1 CABINET-30IN 760MM SB GC SHELVING-DRIVE-THRU METAL-HOT ROLLED STEEL MT0011 WHITE OAK AND WARM BROWN NATURAL SEATTLE, WASHINGTON 98134 17741 1 CABINET- 15IN 380MM SB GC METAL-STAINLESS STEEL-BRUSHED WD0073 F0055 (206) 318-1575 17743 3 CABINET-POS-30IN 760MM SB GC CABINETS-CABINET LEG METAL-STAINLESS STEEL-BRUSHED #4 BRUSHED 16GA X18792 1 CORNER-BANQUETTE-WHITE OAK AND SB GC AMTREN 17744 1 CABINET-POS BRIDGE-22IN 560MM SB GC CABINETS-UNDERCOUNTER METAL-STAINLESS STEEL-BRUSHED #4 BRUSHED 16GA WARM BROWN NATURAL W00073 F0055 THESE DRAWINGS AND SPECIFICATIONS ARE 17747 3 CABINET-TRASH -15IN 380MM SB GC COUNTERTOPS-HAND SINK METAL-STAINLESS STEEL-BRUSHED #4 BRUSHED 16GA CHAIR CONFIDENTIAL AND SHALL REMAIN THE SOLE 17754 2 CABINET-ESPRESSO CUBBY-181N 455MM SB GC PLAM-MOTTLED BLACK 17852 19 CHAIR-CAFE ANGLED BACK WITH WOVEN SB GC PROPERTY OF STARBUCKS CORPORATION, 17896 4 CABINET-CUBBY- 151N 380MM SB GCSEAT-BLACK AND BROWN ROPE MT0028 WHICH IS THE OWNER OF THE COPYRIGHT IN CABINETS-UNDERCOUNTER PLAM-MOTTLED BLACK PL0019 F0194 THIS WORK. THEY SHALL NOT BE X1190 1 CUSTOM BACKBAR SHELF SB GC GC TO FABRICATE, TOTAL LENGTH WOOD-OILED WHITE OAK REPRODUCED(IN WHOLE OR IN PART), SHARED = 13' -8' 18106 16 CHAIR-CAFE JULIE-WHITE OAK WD0073 SB GC X1191 4 CUSTOM MERCH WALL SHELF SB GC GG TO FABRICATE, LENGTH PER COUNTERTOPS-ESPRESSO WOOD-OILED WHITE OAK WD0073 WITH THIRD PARTIES OR USED IN ANY MANNER 18110 4 CHAIR-STOOL COUNTER HEIGHT JULIE- SB GC SHROUD ON OTHER PROJECTS OR EXTENSIONS TO THIS SHELF= 7'-7 3/4" WHITE OAK WD0073 PROJECT WITHOUT THE PRIOR WRITTEN SHELVING-BACKBAR WOOD-OILED WHITE OAK WD0073 X10342 1 CABINET-CORNER ICE BIN SB GC CUSTOM CABINET-PL0019 FINISH 18469 6 CHAIR-CAFE LYZE-BEIGE GREY AND SB GC CONSENT OF STARBUCKS CORPORATION. SHELVING-MERCH WALL WOOD-OILED WHITE OAK WD0073 ANTIQUE BRONZE MT0043 X17742 2 CUSTOM DT POS SHELF SB GC MT0011 FINISH. GC TO FABRICATE, TABLE TOP-SIT HERE WOOD-OILED WHITE OAK WD0073 THESE DRAWINGS AND SPECIFICATIONS ARE LENGTH PER SHELF= 2'-4 3/4" TABLE INTENDED TO EXPRESS DESIGN INTENT FOR A X17896 1 CUSTOM CABINET-CUBBY SB GC WOOD-WHITE OAK 16520 7 TABLE-BASE CAFE HEIGHT DOME ACCENT- SB GC PROTOTYPICAL STARBUCKS STORE (WHICH IS CAFE FINISH PANELS-CONDIMENT WOOD-WHITE OAK WD0073 MAD101 HORIZONTAL 20IN 510MM-HOT ROLLED STEEL MT0011 SUBJECT TO CHANGE AT ANYTIME)AND DO CART 17246 2 TABLE-BASE FIXED T BASE END-321N SB GC NOT REFLECT ACTUAL SITE CONDITIONS. 12236 1 CONDIMENT CART SINGLE TOP SOLID SURFACE SB GC FINISH PANELS-FRONTBAR WOOD-WHITE OAK WD0073 MAD101 HORIZONTAL 815MM-HOT ROLLED STEEL MT0011 NEITHER PARTY SHALL HAVE ANY OBLIGATION COUNTERTOP NOR LIABILITY TO THE OTHER (EXCEPT STATED 13374 1 CONDIMENT CART SINGLE BASE FRAME SB GC NOT PROVIDED BY CASEWORK 17340 7 TABLE-CAFE METAL PEDESTAL BASE SB GC ABOVE) UNTIL A WRITTEN AGREEMENT IS VENDOR SQUARE-24IN 610MM-BLACK MT0028 FULLY EXECUTED BY BOTH PARTIES. 13377 1 CONDIMENT CART SINGLE FINISH PANELS SB GC SPECIALTY EQUIPMENT SCHEDULE-"E" 17341 2 TABLE-ACCESSIBLE METAL WITH TAPERED SB GC LEGS -36X241N 915X610MM-BLACK MT0028 13399 1 CONDIMENT CART SINGLE METAL TOP SB GC NOT PROVIDED BY CASEWORK STARBUCKS TEMPLATE VERSION 12017.11.03 17644 7 TABLE-TOP ROUND-24IN 610MM-WHITE SB GC ASSEMBLY VENDOR DESIGN ID COUNT DESCRIPTION FURN. BY INST.BY COMMENTS OAK WD0073 14899 1 CAFE-SIT HERE TABLE TOP-VARIABLE LENGTH SB GC COOLING 2 TABLE-ACCESSIBLE TAPERED LEGS SB GG CROWA--....- 17775 = . X13331 1 MERCH BAY UNIT-WD0073 SB GC NOT PROVIDED BY CASEWORK 10267 4 FRIDGE UNDERCOUNTER 1 DOOR-27IN SB GC `'*' VENDOR 685MM SQUARE-401N 1015MM-WHITE OAK WD0073 18467 1 TABLE-TOP ACCESSIBLE OBLONG-24X48IN SB GC CROW COUNTERTOP 12618 1 FRIDGE UNDERCOUNTER 1 DOOR WITH SB GC DEFIELD �' 610X1220MM-WHITE OAK WD0073 17809 1 COUNTERTOP-HAND SINK WITH LOW SPLASH SB GC SHELF-27IN 685MM 18468 2 TABLE-BASE CAFE TLEG-HOT ROLLED SB GC COAST TO COAST STAINLESS-151N 380MM 13676 1 FREEZER REACH IN 1 DOOR RH-27IN 685MM SB GC STEEL MT0011 GPD Engineering and Architecture 17824 1 COUNTERTOP-DT POS-LF-VARIABLE LENGTH SB GC 17588 1 KEG DISPENSING SYSTEM-27IN 685MM- SB GC KIT INCLUDES UNDERCOUNTER FRIDGE, 18642 2 TABLE-OCCASIONAL TRAY TOP- 18TH 455MM SB GC JL FURN Professional Corporation 17830 1 COUNTERTOP-POS-82IN 2085MM SB GC WITH NONPLUMBED DRIP TRAY TAPS, TRAY,AND TUBING. DELFIELD -WHITE OAK WD0073 520 SOUTH MAIN ST. SUITE 2531 18135 1 COUNTERTOP-ESPRESSO WITH DUAL SINK AND SB GC EQUIPMENT X18695 2 TABLE-OCCASIONAL COFFEE CAMERON- SB GC AKRON, OH 44311 ICE-147IN 3735MM 10808 2 GRINDER DITTING KR1203 SB GC BLACK POWDERCOAT P: 330.572.2100 F: 330.572.2101 18136 1 COUNTERTOP-ESPRESSO CAP- 147IN 3735MM SB GC 16623 2 SCALE DIGITAL WITH ADJUSTABLE DISPLAY GPD PROJECT NO: 2016355.20 X1001 1 CUSTOM CORNER COUNTER TOP-BACK BAR SB GC MOUNT SMALL X17807 1 CUSTOM COUNTERTOP-BACKBAR SB GC FOOD CASE ��C X17818 1 CUSTOM COUNTERTOP-NITRO SB GC 16238 1 FOOD CASE-ZEPHYR-66IN 1675MM SB GC �G� f� X17828 6 COUNTERTOP-BACKSPLASH-VARIABLE SB GC ICE C) MAItK S.SALOPEK \AKti()N, OH LENGTH 10527 2 ICE-BIN DROP IN 45LB 20KG SB GC X17838 1 COUNTERTOP-WARMING-601N 1525MM SB GC BACKSPLASH WITH CUSTOM OTHER ti HEIGHT 10305 1 TRASH DROP RING LINER SQUARE-BLACK SB SB ° NO. 6038 • X18139 1 SHROUD AT CUSTOM CORNER COUNTER TOP- SB GC 10769 2 RESTROOM GRAB BAR VERTICAL- 18IN SB GC COCKNEY 06/21/18 BACK BAR 455MM 'q u) X18721 1 COUNTERTOP-BREW WITH TRASH DROP-RF- SB GC BACKSPLASH WITH CUSTOM 10992 1 PAPER TOWEL DISPENSER HALF SIZE- SB GC '1I �) ,..1c c 901N 2285MM HEIGHT TRANSLUCENT GRAY f( t I # ' DIEWALL 11115 1 SOAP DISPENSER SINK MOUNTED SB GC 17831 1 DIEWALL-POS-82IN 2085MM SB GC .-.111815 4 CORNER GUARD- 1.251N 30MM-HOT ROLLED w 18137 1 DIEWALL-ESPRESSO- 147IN 3735MM SB GC STEEL MT0011 D X17819 1 DIEWALL-NITRO-CUSTOM SB GC CURVED-SEE 1-1107 14523 1 TANK MOUNTING BRACKET SINGLE SB GC AIRGAS Q 2 OTHER STORAGE CO W 11155 2 ESPRESSO MACHINE PUMP MOUNT-10X101N SB GC 10222 1 WIRE SHELF GRID AT SINK SB GC Y 255X255MM 10293 1 10 COMP LOCKER SB GC p 18139 1 ESPRESSO SHROUD-147IN 3735MM SB GC 10416 7 WORKROOM WIRE SHELVING SB GC 18145 2 COUNTERTOP SUPPORT LEG SB GC _ 10462 7 WORKROOM WIRE SHELVING POSTS SB GC ru PANEL 10838 1 ROLLING WIRE CART FOR 3 COMP SINK SB SB o 17832 1 PANEL-82IN 2085MM-POS SB GC 11104 1 10 COMP LOCKER BASE SB GC co Q 18138 1 PANEL-ESPRESSO-147IN 3735MM SB GC 13578 1 DISHWARE DRYING RACK-21IN 535MM SB GC N X17820 1 CUSTOM PANEL-NITRO SB GC CURVED-SEE 1-1107 17255 1 PASTRY TRAY CART-60IN 1525MM SB GC as 17264 1 ROLLING PASTRY TRAY THAW RACK- SB GC 2 20X261N 510X660MM s 0 CO -2 18159 1 WORKROOM SHELVING WITH TANK BRACKET SB GC LJ� — N a DATA DEVICE SCHEDULE-"A" -36IN 915MM II— N ~ DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS co Q � (X) X10010 1 DRIVE-THRU TIMER MONITOR BASE SB SB ti AUDIO VISUAL Q Q o � O O X10010 1 DT MONITOR BASES-DT TIMER SB SB z W Q (n o N POINT OF SALE N 10014 1 POS PRINTER SB SB W fQ W E[ LE 10075 4 CUP LABELER SB SB O — a M 0 CB SECURITY C1 0 10024 1 SAFE LH-20X18X26IN 510X455X660MM SB SB Q- a- J +. 10028 1 SAFE BASE SB SB STORE #: 3366 a) f PROJECT #: 11071-036 o ISSUE DATE: Permit 06.07.2018 Y DESIGN MANAGER: NEHA RENGARAJAN co a3 LEED AP: PRODUCTION DESIGNER: GPD GROUP TIT CHECKED BY: TOM CONNER to CZ n E Revision Schedule U) Rev Date By Description a0 co D a RESPONSIBILITY LEGEND GC GENERAL CONTRACTOR SHEET TITLE: tL SB STARBUCKS SCHEDULES M ai SCALE: AS SHOWN co p SHEET NUMBER: {V O N 1-6001 CD Oft )IIIr -_ CEILING TREATMENT SCHEDULE-"U" i li DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS OTHER 10517 158 SF ACT-WHITE-2X2FT 61 X61 CM GC GC PAINTED PX0042-ES 11302 219 SF VCT-WHITE-2X4FT 61X122CM GC GC ili ©2017 STARBUCKS COFFEE COMPANY PAINT SCHEDULE COLOR CODE DESCRIPTION LRV FURN. BY INST.BY COMMENTS STARBUCKS COFFEE PX0042 SW 7068-GRIZZLE GREY 13 GC GC SW 7068-HEX VALUE#636562 COMPANY X7509 SW 7509-TIKI HUT 17 GC GC 2401 UTAH AVENUE SOUTH X7513 SW 7513-SANDERLING 31 GC GC SEATTLE, WASHINGTON 98134 (206) 318-1575 WALL TREATMENT(AREA)SCHEDULE-"Q" THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN BE X0054 105 SF TILE-UNITED TILE, CROSSWILLE RETRO SB GC THIS WORK.WHOLETHEY ORSHINL NOT , ACTIVE,4,V-1 STACKED PATTERN-QX0054- REPRODUCED(IN OR PART), SHARED 4,V300MM SHEET WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS METAL PROJECT WITHOUT THE PRIOR WRITTEN MT0011 56 SF METAL-HOT ROLLED STEEL GC GC MT0011 CONSENT OF STARBUCKS CORPORATION. OTHER THESE DRAWINGS AND SPECIFICATIONS ARE WA-1 852 SF RESYSTA HORIZONTAL CLADDING -COLOR GC GC RESYSTA RESP340612 4CH CLADDING INTENDED TO EXPRESS DESIGN INTENT FOR A :DARK BURMA -3/4"X5-1/2"X12'PANELS PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO PLASTIC NOT REFLECT ACTUAL SITE CONDITIONS. 11469 560 SF FRP-WHITE GC GC NEITHER PARTY SHALL HAVE ANY OBLIGATION PL0019 329 SF PLAM-MOTTLED BLACK GC GC NOR LIABILITY TO THE OTHER(EXCEPT STATED TILE ABOVE) UNTIL A WRITTEN AGREEMENT IS 18512 288 SF TILE-I NATURALI-PIETRA DI SAVOIA GRIGIA SB GC GROUT: MAPEI - 19 PEARL GREY, OR FULLY EXECUTED BY BOTH PARTIES. -20X4OIN 500X1000MM EQUAL. UNITED WALL COVERING STARBUCKS TEMPLATE VERSION 12017.11.03 X18299 295 SF WALL COVERING-VITRUVIUS-EURIKA BY SB GC CUSTOM STRIKE OFF. NO SHEEN TRIKES-QX0034 A",,---x-.:,. GRAPHICS AND ARTWORK SCHEDULE-"G" GPD Engineering and Architecture DESIGN ID COUNT DESCRIPTION FURN.BY INST. BY COMMENTS Professional Corporation GRAPHICS-ARTWORK 520 SOUTH MAIN ST. SUITE 2531 X16856 1 ART-EKATERINA KOROLEVA-RIPE CHERRY SB GC FRAMED ART WITH NO MAT. AKRON,OH 44311 BRANCH LARSON-JUHL CRANBROOK 1 &2 413674 P: 330.572.2100 F: 330.572.2101 EBONIZED WALNUT PAPER 2 GPD PROJECT NO: 2016355.20 GRAPHICS-INTERIOR MENU ii-,, 18982 5 MENU BOARD-FRONT INSERT PANEL WITH SB GC v� v Ake SQUARE FRAME `Cy 18983 1 MENU BOARD-DAILY OFFERING SB GC ( MARK S. SALOPEK 1 CHALKBOARD WITH SQUARE FRAME GRAPHICS-OTHER c AKRON, OH ,�„'1, X12693 1 COMMUNITY BOARD MAGNETIC MED WARM SB GC • NO. 6036 • �. BROWN WD0004-46X36IN 1170X915MM 2 6:5 06/21 /1 8 t 4 allow Art r7 ) c'3 E WALL BASE SCHEDULE-"B" .7 DESIGN ID LENGTH DESCRIPTION FURN. BY INST. BY COMMENTS W METAL BASE Q X0011 67'-4 3/4" METAL BASE-FRONT BAR GC GC MT0011 FINISH I X0028 33'-4" METAL BASE-BANQUETTE GC GC MT0028 FINISH r CO TILE BASE W IX 11434 12'-8" TILE BASE-WORKROOM GC GC LOCALLY SOURCED 0 13101 241'-3" TILE BASE-PARKLAND-ACADIA-6X12IN SB GC GROUT: MAPEI-47 CHARCOAL, OR Q 150X300MM EQUAL; USE WITH OUTSIDE CORNER TILE N 12300 ...J co 15728 39'- 10" TILE BASE-QUARRY TEXTURES-ASHEN SB GC GROUT: MAPEI -09 GREY, OR EQUAL a. GREY-5X6IN 125X150MM II-- ii; ' W L c 2 FLOOR TREATMENT SCHEDULE-"T" 0 N as DESIGN ID AREA DESCRIPTION FURN. BY INST. BY COMMENTS U- CV H OTHER 60 6 co 12243 44 SF WALK OFF MAT-RECYCLED TIRE TILE- SB GC 2 U) Q oCHARCOAL- 12X12IN 305X305MM LiTILE Q 0 rx © >O o 15727 199 SF TILE-QUARRY TEXTURES-ASHEN GREY- SB GC GROUT: MAPEI-09 GREY, OR EQUAL �/ 6X6IN 150X150MM Z �-+— < Co a 'In17793 1388 SF TILE-CEMENTTECH-GREY-24X24IN SB GC GROUT: MAPEI-47 CHARCOAL, OR t„} Q U (� 600X600MM\ EQUAL LU t n LU co < LE 0 1,,{) o ._ O To a �'— a H a5 STORE #: 3366 Iz PROJECT #: 11071-036 o ISSUE DATE: Permit 06.07.2018 cn DESIGN MANAGER: NEHA RENGARAJAN N LEEDO AP: a PRODUCTION DESIGNER: GPD GROUP V) CHECKED BY: TOM CONNER CU O. E Revision Schedule th Rev Date By Description a) co RESPONSIBILITY LEGEND GC GENERAL CONTRACTOR SB STARBUCKS 2 SHEET TITLE: CL SCHEDULES SCALE:AS SHOWN 0o o SHEET NUMBER: cvo N 1-6002 ABBREVIATIONS PLUMBING SYMBOL LEGEND VALVES LEED SYSTEM COMMISSIONING GENERAL PLUMBING NOTES 41/Mitt .IikAFF ABOVE FINISHED FLOOR S OR SANITARY OR WASTE PIPING ABOVE GENERAL CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING 1. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL * ;.... .... AHJ AUTHORITIES HAVING JURISDICTION PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON CONTRACTOR TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, APPROX APPROXIMATE - - S OR SANITARY OR WASTE PIPING BELOW PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY COMPONENT ISOLATION. SEE SPECIFICATIONS FOR TYPES. INSTALL NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS BECOME DAMAGED DURING THE COURSE OF WORK. -11 k BLDG BUILDING - - V VENT VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDED STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE GW GW GREASE STAINLESS STEEL HOSE(UNLESS OTHERWISE NOTED) BETWEEN VALVE COMPRISED OF THREE DISTINCT EFFORTS: 2. EXPOSED/SURFACE MOUNTED PIPING IS ONLY ALLOWED IN THE BAR CLG CEILING AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S 1) SUPPORT STARBUCKS COMMISSIONING AGENT(CXA) DURING AREA UNDER COUNTERTOPS, WHERE IT DOES NOT OBSTRUCT 4 IIII CONST CONSTRUCTION CD CD CONDENSATE SPECIFICATIONS. LOCATE SHUT-OFF VALVES ADJACENT TO EQUIPMENT INSTALLATION VERIFICATION AND CORRECT DISCLOSED CABINETS/DEVICES AND WHERE APPROVED BY STARBUCKS CW DOMESTIC COLD WATER _ __ FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT DEFICIENCIES; CONSTRUCTION MANAGER. IF ROUTED THROUGH CABINETS, IT O C COLD WATER CXA COMMISSIONING AGENT _ MOVING EQUIPMENT. SHUT OFF VALVES TO BE BALL TYPE.VALVES SHALL 2) PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM STARTUP SHALL BE ROUTED TO MAXIMIZE STORAGE SPACE AND BE ------ H HOT WATER BE LISTED/APPROVED FOR USE PER AUTHORITIES HAVING JURISDICTION AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS PROTECTED FROM DAMAGE. ©2017 STARBUCKS COFFEE COMPANY DEG DEGREES (AHJ)AND CODE REQUIREMENTS. PROVIDE VALVE IDENTIFICATION PER DN DOWN CW CW COLD WATER THE SPECIFICATIONS FOR MAIN WATER SERVICE SHUT-OFF AND ANYCom' DTL DETAIL OTHER VALVES WHICH ARE NOT CLEARLY EVIDENT WHAT THEY SERVE. 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE 3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR STARBUCKS COFFEE DWG(S) DRAWING(S) RANGEMENT OF SYSTEM(S). FURNISH AND INSTALL ALL CW CW COLD WATER NANO PROVIDE THETESTING FOLLOWING:GT REPORTS. S. CONTRACTOR SHALL PERFORM AND COMPON NTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE A CW CW COLD WATER SUPPLY WATER SERVICE COMPANY EA EACH IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI, A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE COMPLETE AND OPERATING SYSTEM. OVERALL CASEWORK 2401 UTAH AVENUE SOUTH EC ELECTRICAL CONTRACTOR TW TW TEMPERED PROVIDE A PRESSURE REGULATOR IN MAIN SUPPLY TO REDUCE WATER NOT LIMITED TO, DOMESTIC HOT WATER GENERATION, HVAC COMPONENT DIMENSIONING ON PLUMBING DETAILS ARE SHOWN SEATTLE, WASHINGTON 98134 ELEC ELECTRICAL R R REVERSE OSMOSIS PRESSURE. PROVIDE BACKFLOW PREVENTION ON WATER SERVICE SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, FOR REFERENCE AND COORDINATION ONLY. (206) 318-1575 EMER EMERGENCY IF REQUIRED BY LOCAL CODES. LIGHTING CONTROLS,AIR CURTAINS, BUILT-IN REFRIGERATION EXIST EXISTING G G GAS PIPING EQUIPMENT,AND RENEWABLE ENERGY SYSTEMS. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES EXT EXTERIOR THERMOSTATIC MIXING VALVE REQUIRED BY OTHER TRADES, AND NOTIFY STARBUCKS THESE DRAWINGS AND SPECIFICATIONS ARE R R REFRIGERANT DISCHARGE PROVIDE A SINGLE THERMOSTATIC MIXING VALVE(TMV) LOCATED AT HOT B. CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONFIDENTIAL AND SHALL REMAIN THE SOLE FD FLOOR DRAIN R R REFRIGERANT SUCTION WATER TANK AND SET FOR 110° (OR AS REQUIRED BY AHJ)TO SERVE PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE PROPERTY OF STARBUCKS CORPORATION, FS FLOOR SINK HAND SINKS. MIXING VALVE TO BE INSTALLED PER MANUFACTURER'S OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE.ALL WHICH IS THE OWNER OF THE COPYRIGHT IN F&I FURNISH& INSTALL REQUIREMENTS WITH CHECK VALVES AT SUPPLY INLETS. PROVIDE INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. DIMENSIONS TO BE TAKEN FROM ACTUAL BUILDING DIMENSIONS. THIS WORK. THEY SHALL NOT BE FLR FLOOR 101 BV BALL THERMOMETER ON OUTLET OF TMV, SEE SPECIFICATIONS FOR CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL REPRODUCED(IN WHOLE OR IN PART), SHARED FT FOOT/FEET WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM 5. THE PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH THIRD PARTIES OR USED IN ANY MANNER FCO FLOOR CLEANOUT >1 GV GATE IN THE SCHEDULE OF VALUES. WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND ON OTHER PROJECTS OR EXTENSIONS TO THIS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ALL OTHER PROJECT WITHOUT THE PRIOR WRITTEN GC GENERAL CONTRACTOR PIPINGC. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR FIXTURES IN CONSENT OF STARBUCKS CORPORATION. GFCI GROUND FAULT CIRCUIT INTERRUPTER h-J CH. CHECK THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT CASEWORK AND PLUMBING DETAILS. SEE SPECIFICATION SHEETS THESE DRAWINGS AND SPECIFICATIONS ARE GW GREASE WASTE DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED FOR PLUMBING SPECIFICATION SECTIONS. INTENDED TO EXPRESS DESIGN INTENT FOR A R RELIEF SOIL,WASTE,AND VENT PIPING TOTALLY COMPLETE,AND ACCESSIBLE TO STARBUCKS CXA FOR PROTOTYPICAL STARBUCKS STORE(WHICH IS HR HOUR SEE SPECIFICATIONS FOR PIPE MATERIALS. ALL HORIZONTAL RUNS INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE 6. ALL PIPING AND/OR PLUMBING DEVICES SHALL BE SUPPORTED FROM SUBJECT TO CHANGE AT ANYTIME)AND DO HVAC HEATING,VENTILATION, AND AIR SHALL DRAIN AT A GRADE OF 1/4" PER FOOT(21 MM PER METER)WHERE TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION STRUCTURE (NOT FROM HVAC DUCTS OR OTHER PIPES/CONDUITS). NOT REFLECT ACTUAL SITE CONDITIONS. CONDITIONING < H HOSE POSSIBLE BUT IN NO CASE LESS THAN 1/8" PER FOOT(10MM PER VERIFICATION. NEITHER PARTY SHALL HAVE ANY OBLIGATION HW HOT WATER METER)WHERE ALLOWED&SIZED PER AHJ AND CODE. 7. REFER TO OUTLINE SPECIFICATIONS FOR PLUMBING SPECIFICATION NOR LIABILITY TO THE OTHER (EXCEPT STATED HS HANDSINK Li SHOCK D. INSTALLATION VERIFICATION SHALL BE PERFORMED BY SECTIONS ABOVE) UNTIL A WRITTEN AGREEMENT IS HWS HOT WATER SUPPLY COORDINATE WITH LOCAL AUTHORITIES FOR DRAINAGE STARBUCKS CXA. CONTRACTOR SHALL SUPPORT STARBUCKS FULLY EXECUTED BY BOTH PARTIES. HWR HOT WATER RETURN 1.N/1 STRAINE REQUIREMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE CXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY. TO FLOOR SINKS. INDIRECT DRAIN LINES ARE TO MAINTAIN MIN. 1" PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR STARBUCKS TEMPLATE VERSION 12017.11.03 LL LANDLORD (25MM)AIR GAP ABOVE FLOOR SINKS. PROVIDE PIPED DRAIN (P-TRAP STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS GENERAL NOTES LV LOW VOLTAGE I WC WALL AND VENT)TO SANITARY IF REQUIRED BY LOCAL JURISDICTION. INSTALLED CORRECTLY. A.,.. - MAX MAXIMUM FC FLOOR CONDENSATE DRAINAGE PIPING E. CONTRACTOR SHALL BE READILY AVAILABLE DURING SCOPE MC MECHANICAL CONTRACTOR - THE PLUMBING CONTRACTOR SHALL PROVIDE CONDENSATE DRAINS INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS IS TO MDP MAIN DISTRIBUTION PANEL FOR AIR HANDLING UNITS AND STARBUCKS EQUIPMENT(REFER TO DEFECTS DISCLOSED BY THE INSTALLATION VERIFICATION PROVIDE A .,i 'r..A&i. MECH MECHANICAL III FS FLOOR SCHEDULE). CONDENSATE DRAINAGE PIPING SHALL BE TYPE"M" PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE MEP MECHANICAL, ELECTRICAL,AND PLUMBING COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL,AND EQUIPMENT GPD Engineering and Architecture MFG MANUFACTURER WITH 50/50 SOLDER. RELATED TO THE INSTALLATION OF THE PLUMBING WORK. Professional Corporation MIN MINIMUM M WM WATER F. ALL HVAC, EXHAUST FAN, AND AIR CURTAIN EQUIPMENT SHALL MS MOP SINK HANGERS AND SUPPORTS BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S SITE EXAMINATION 520 SOUTH MAIN ST. SUITE 2531 0PO CONNECT TO THE PLUMBING CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS TESTING,ADJUSTING AND BALANCE AGENT( SEE TESTING, THE CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE OH AKRON, 44311 NL NIGHTLIGHT REQUIRED FOR EQUIPMENT AND MATERIAL IN ACCORDANCE WITH ADJUSTING AND BALANCING)AFTER THE SYSTEM IS VERIFIED TO FIXTURES, EQUIPMENT,AND PIPING WILL BE INSTALLED AND WILL P: 330.572.2100 F: OH4330.572.2101 NTS NOT TO SCALE SPECIFICATIONS. ALL HORIZONTAL RUNS OF PIPING SHALL BE BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER GPD PROJECT NO: 20163555.20 SUPPORTED BY PIPE HANGERS INSTALLED AS REQUIRED BY LOCAL ACCORDANCE WITH THE REQUIREMENTS OF THESE INSTALLATION OF THE PLUMBING WORK. PC PLUMBING CONTRACTOR PLUMBING FIXTURES CODES. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE DOCUMENTS. LL HVAC CONTROL SYSTEMS SHALL BE TESTED TO PS PREP SINK REQUIRED TO PREVENT SAGGING. ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT STANDARDS PROFS POC POINT OF CONNECTION AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN EQUIPMENT AND MATERIALS SHALL CONFORMWITH APPROPRIATE �'s`� Ss, WATER HEATER CONNECTIONS ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. PROVISIONS OF CSA, ULC, ASME,ASTM, UL, NEMA,ANSI, ASHRAE, NFPA, c, �C,I N EF/4 �2 REF REFERENCE SIZE WATER HEATER PER STARBUCKS STANDARD AND PER AUTHORITIES INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT AS cr REQ'D REQUIRED HAVING JURISDICTION (AHJ), WHICHEVER IS MORE STRINGENT. PROVIDE A TO EACH PIECE OF EQUIPMENT, INSTALL DIELECTRIC COUPLINGS TO THEY OPERATE IN ACCORDANCE WITH THE CONTRACT APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. 89 08PE .. ► REV REVISION GLASS-LINED, ENERGY EFFICIENT, GAS FIRED(OR ELECTRIC EQUIVALENT) CONNECT PIPING MATERIALS OF DISSIMILAR METALS. REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN WATER HEATER(SEE SPECIFICATIONS). PROVIDE INSTALLATION COMPLETE TESTING AND AIR BALANCE REPORT CONFORMING TO THE CODES R G ,iir � 6 SHT SHEET WITH FITTINGS AS SHOWN IN THE DRAWINGS. SET HOT WATER CLEANOUTS REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL ,.f� cu SPECS SPECIcn SF FICATION(S) CATIONS) THERMOMETER ON HOT WR ADJUSTR PIPE AS REQUIRED BYER HEATER. DRAWINGS PROVIDE FLOOR AND WALL CLEANOUTS AS INDICATED ON THE INFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXA APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE �'' ��9,201 ,��.ti / ! a SST STAINLESS STEEL DRAWINGS OR WHERE REQUIRED BY CODE IN ALL SOIL,WASTE, AND IMMEDIATELY UPON COMPLETION OF THE WORK. OF y m° / / E WATER FILTRATION DRAIN LINES. SEE SPECIFICATIONS FOR TYPES. CLEANOUTS SHALL BE CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE TEL TELEPHONE STARBUCKS WATER FILTRATION VENDOR WILL PROVIDE FILTRATION SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4"WILL G. CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN CODES 12/31/2018 W TEMP TEMPORARY SYSTEM. NOT BE REQUIRED. EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE AND ORDINANCES,THE HIGHEST STANDARD SHALL APPLY. THE W TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM TMV TEMPERATURE MIXING VALVE CONTRACTOR SHALL CONFIRM WITH STARBUCKS CONSTRUCTION Q INSTALLATION PERFORMANCE TESTING PRIOR TO STARTING TESTING. STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. I TW TEMPERED HOT WATER MANAGER INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET CONTRACTOR SHALL OPERATE EQUIPMENT FOR STARBUCKS W CD TYP TYPICAL WHETHER VENDOR OR PLUMBING CONTRACTOR IS TO INSTALL FILTRATION STANDOFFS FROM MOUNTING SURFACES SUFFICIENT TO ALLOW 1" CXA AND VERIFY BY DEMONSTRATION THE CORRECT OPERATION PERMITS AND FEES SYSTEM. PROVIDE AND COORDINATE INSTALLATION COMPLETE WITH ALL r 1 CC (25MM)OF CLEANING SPACE ALL AROUND PIPING, INCLUDING ANY OF EQUIPMENT, RESPONSE OF SENSORS,AND PROPER THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, ,.� J UNO UNLESS NOTED OTHERWISE PIPING, FITTINGS, AND EQUIPMENT AS INDICATED ON THE DRAWINGS. ADDED PIPING INSULATION. INSTALL FITTINGS FOR CHANGES IN EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES; AND V VENT CONNECTIONS DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES INCLUDING BUT NOT LIMITED TO, AIR MOVEMENT, TEMPERATURE, INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING WORK. CO NECTIONG CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM BOARD SOUND, AND CONTROL RESPONSE. PROVIDE ANY SECURITY .--1 U PARTITIONS, CONCRETE FLOOR AND ROOF SLABS. SEAL PIPE ACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT AS WARRANTY ca W SANITARY WASTE EQUIPMENT INCLUDING REQUIRED MATERIAL SUCH AS PIPING,VALVES, PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRE STOPPING NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS THE CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO Q- WCO WALL CLEANOUT FILTERS, TRAPS, CHECKS VALVES,VACUUM BREAKERS, AND FLEXIBLE AND SEALANT MATERIAL PER CODE REQUIREMENTS. DO NOT INSTALL PEX AND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD F ___ .._.___ RIGID TUBING. PIPING IN RATED WALLS OR THROUGH RATED FLOORS. INSTALL PER WILL RECORD THE EQUIPMENT OPERATION AND RESPONSE TO OF ONE(1)YEAR FROM THE DATE OF FINAL ACCEPTANCE BY co MANUFACTURER'S INSTRUCTIONS AND ENSURE PROPER PROTECTION TESTING SEQUENCES AND PREPARE A LIST OF ANY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK W i SCHEDULES � REFER TO SCHEDULES ON DRAWINGS FOR A DESCRIPTION OF LISTED ITEMS OF PEX PIPING FROM METAL EDGES. UNDERGROUND WATER AND DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING -a SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM TESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENT WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS n/ -_ CO AND FURNISH ANY AND ALL PLUMBING FIXTURES LISTED AS"GC". ANY HORIZONTAL SPACING AS REQUIRED BY CODE, EXCAVATED TO THE INCLUDES, BUT IS NOT LIMITED TO,AIR HANDLING UNITS, AND WORKMANSHIP. LL. N co DISCREPANCIES ABOUT WHO IS TO PROVIDE PLUMBING FIXTURES IN THE PROPER DEPTH AND GRADED TO PRODUCE THE REQUIRED FALL. ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, I- SCHEDULE SHALL BE BROUGHT TO STARBUCKS ATTENTION FOR LIGHTING CONTROLS, ETC, DELIVERABLES: PROVIDE COMPLETED LEED ujU co CLARIFICATION. INSTALL ALL FIXTURES LISTED REGARDLESS OF WHO TESTING COPIES OF ALL START UP REPORTS, FILLED OUT ON THE ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET LEED 2 (,) < p SUPPLIES. ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY MANUFACTURER'S FORMS, TO THE STARBUCKS CXA. REQUIREMENTS &CODE. IN CASE OF CONFLICT, THE HIGHER 111 CL ri LL 0 HAND SINK BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE,THE H. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES Q �/ 0 IF FAUCET HAS A TEMPERATURE LIMIT STOP, IT IS TO BE REMOVED SO THAT PLUMBING OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL z L.L < n TEMPERED WATER FROM THE WATER HEATER IS NOT FURTHER REDUCED. CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE LANDLORD REQUIREMENTS I-- I- HOT WATER 100 110° F(34 43 C) MUST BE ABLE TO REACH SINK WITHIN REQUIRED BY LOCAL AUTHORITY.TEST WATER PURITY ACCORDING TO MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE U 0 O t Li 15 SECONDS. LOCAL REQUIREMENTS AND SUBMIT CERTIFIED TEST RESULTS TO SYSTEM AND CONSTRUCTION SCHEDULE. r9 IA CU < TO UTILITY SINKS ENGINEER FOR REVIEW AND APPROVAL. I. CONTRACTOR HALL BE READILY AVAILABLE FOR ANY RE- PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD/ 0 — O Lo S E BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS/ w O UTILITY SINKS ARE TO DELIVER A WATER TEMPERATURE RANGE OF IDENTIFICATION TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS SPECIFICATIONS. IF LANDLORD I BUILDING OWNER DOES HAVE n- t1 c" I- -J�, 110°- 120° F (43°-49°C). PROVIDE PIPE IDENTIFICATION EVERY 10 FT(EXCEPT WHERE PIPES ARE CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR 5 EXPOSED TO PUBLIC) IN ACCORDANCE WITH SPECIFICATIONS. PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR WITH REQUIREMENTS/SPECIFICATIONS AND ADHERE TO THEM. WHERE STORE #: 3366 DISHWASHER CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE LANDLORD/BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT G.C. TO FURNISH AND INSTALL POWER CORD FOR DISHWASHER PER CARBONATION SYSTEM DURING ANY AND ALL RE-TESTING. CORRECTIONS THAN SHOWN IN THESE PLANS(IN THE OPINION OF THE ENGINEER). PROJECT #: 11071-036 p JURISDICTIONAL REQUIREMENTS. IF EQUIPMENT IS SPECIFIED AS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO LANDLORD I BUILDING OWNER REQUIREMENTS SHALL GOVERN. ISSUE DATE: Permit 06.07.2018 HOBART ADVANSYS, THE UNIT IS TO BE PLUMBED WITH COLD, NON- THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: co FILTERED WATER. IF THE WATER FILTRATION SYSTEM ISA PENTAIR IF APPLICABLE TO PROJECT SCOPE, STARBUCKS CARBONATION VENDOR FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING DESIGN MANAGER: NEHA RENGARAJAN 0 WILL PROVIDE AND INSTALL EQUIPMENT, CO2 TANKS AND FITTINGS. CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN LEEDQAP: tQ STARBUCKS SHALL PROVIDE AND CONTRACTOR SHALL INSTALL CO2 RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL N ITROG ENATI ON PRODUCTION DESIGNER: GPD GROUP co INSULATION TANK MOUNTING BRACKET, PROTECTIVE SHELVING UNIT AND CO2 GAS PERFORMANCE TEST RESULTS. CHECKED BY: TOM COPPER a. TUBING AS SHOWN ON DRAWINGS AND PER MANUFACTURER'S nSTARBUCKS NITROGENATION VENDOR WILL PROVIDE AND INSTALL E INSTRUCTIONS. MAXIMUM TUBING LENGTH INCLUDING COILED ENDS IS J. CONSTRUCTION AND POST CONSTRUCTION TESTING: Revision Schedule WATER PIPING • 100 FT(30 M)AND MAXIMUM BEND IS TO 3 INCH(75 MM)MINIMUM RADIUS. ADDITIONAL TESTING MAY BE REQUIRED BY LEED AND OTHER EQUIPMENT, NITROGEN TANKS AND FITTINGS. STARBUCKS SHALL ROUTE CO2 TUBING PREFERABLY THROUGH WALL AND/OR CEILING PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH PROVIDE AND CONTRACTOR SHALL INSTALL TANK MOUNTING BRACKET(S). PROVIDE THERMAL INSULATION PER THE SPECIFICATIONS. UNLESS Rev Date By Description Cr) OTHERWISE REQUIRED BY THE LOCAL AUTHORITY OR ENERGY CODES, THE CAVITIES, WITHOUT KINKS AND SO AS TO NOT TOUCH ANY HOT SURFACE COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT, MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: (BALLAST, STEAM PIPE, ETC.)OR RUB AGAINST A SHARP EDGE THAT MAY DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS a ABRADE OR CUT TUBING. ALL HOLES MUST BE SEALED WITH A DIRECTED BY STARBUCKS CXA. PIPE SIZE(DIAMETER) INSULATION THICKNESS GROMMET OR ESCUTCHEON. TUBING IS TO BE SECURED TO APPROPRIATE PERMANENT SURFACES TO KEEP IT OFF THE FLOOR OR LESS THAN OR EQUAL TO 1 1/2"(38MM) = 1" (24MM) CABINET BOTTOMS AND AWAY FROM OTHER EQUIPMENT. LABEL BOTH ENDS OF TUBING AND REGULARLY AT TEN (10) FOOT INTERVALS ALONG 2"(51 MM}OR GREATER = 1 1/2"{38MM) ROUTE AS"CO2." SHEET TITLE: II_ PLUMBING NOTES tn (INSULATION VALUE = K VALUE NOT EXCEEDING 0.27 BTU* INCH (H*FT2*F) oi N SAFETY COVERS FURNISH AND INSTALL SPECIFIED NO SCALD SAFETY COVERS WITH co SCALE: AS SHOWN INSULATED FOAM LINER AND TAMPER PROOF STRAP AT ALL EXPOSED ADA C\I0 SINK P-TRAPS AND WATER SUPPLIES AND AS REQUIRED BY JURISDICTION . SHEET NUMBER: P-0001 PLUMBING PLUMBING PLUMBING PLUMBING 44t1=1 SECTION 220516-EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING SECTION 228553~IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT SECTION 221119~DOMESTIC WATER PIPING SPECIALTIES SECTION 221319~SANITARY WASTE PIPING SPECIALTIES 1.1 REQUIREMENTS 1.1 PRODUCTS =- 1.1 QUALITY 1 | ACTION GUBK8|TTALG Or �Q�� A. PROVIDE FOR EXPANSION OFPLUK4B|NGP|P|N{� |NACCORDANCE VV|THINDUSTRY A. EC>U|pK4ENTLABELS: KAETAL A. C>UAL|TYSTANDARDS: NSF 14AND NSF G1. A. PRODUCTFDREACHTYPEOFPRODUCTINCLUDE RATED �N�' STANDARDS AND GOOD INSTALLATION PRACTICESB. WARNINGS|GNSANO1/16 |NCHTH|O�ANDNDTLESGTHAN2'1/2BY DATA: INDICATED. LABELS: CAPACITIES, OPERATING �HARA�TER|ST|CSANDA��E�SOR|ESFORTHE ��' it�4|NCHS|ZEVV|THFASTENER8 LETTER8|ZENOTLES8THAN1/4 |NCH FDRNAK8E 1.2pRDDUCTS ' �� FOLLOWING: END OF SECTION 220516 OF UNITS IF VIEWING DISTANCE IS LESS THAN 24 INCHES, 1/2 INCH FOR@EVV|NG � A. VACUUM BREAKERS: 1. GREASEINCHES, INTERCEPTORS. 1. PIPE-APPLIED, 4JK8OSPHER(C-TYPE\A\�UUK� 8REA��RS� ROUGH'8RON�E 2. WIRING DIAGRAMS: POWER, SIGNAL,AND CONTROL WIRING. iir IliGREATERV|EV|NGD|5lANCE3. INCLUDE SECONDARY LETTERING TWO-THIRDS TO FINISH. PLUMBING THREE-QUARTERS THE SIZE OFPRINCIPAL LETTE0NG� 2. �|R�G&PFITTING: AGKEA112.1.2. MATCHING BACKFLON-PREVENTER 1.2 QUALITY ASSURANCE ~ C. PIPE LABELS: PRETENSIONED. LETTER SIZE NOT LESS THAN 1/2 INCH FOR VIEWING CONNECTION. A. QUALITY STANDARD FOR PLASTIC PIPING: NSF 14 �D|STANCESUpTO72|N{ HES AND PROPORTIONATELY LARGER LETTERING FOR ~ uu�,mxnaucxocoprsscom�w ` ' SECTION 228517-SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING 3. HOSE-CONN�CT|ON\ \�UUKBREA�ER8: CHRO �E'O� N)C�EL-pLATEOF|N|SH. GREATER VIEWING DISTANCES 1.1 SLEEVE'SEAL8YGTEK�S D. STENCILS: LETTERSIZENOTLE8GTHAN1/2 |NCHFORy|Eyy|N{� 4. pRESSUREVACUUK8BREAKERS� 1.3 PRODUCTS STARBUCKS COFFEE ALUMINUM. B. BACKFLOW A. CLEANOUTS: A. FIELD-ASSEMBLED, MODULARSEAL|NG-ELEK8ENTUN|TFC)RF|LL|NGANNULARSpA�E DISTANCESUpTD72 |N�HE3/\NDPROPORT|ONATELYLAR{�ERLETTER|NGFOR PREVENTERS: �� U �� ' 1. REDUCED-PRESSURE-PRINCIPLE8ACKFLOVV1. EXPOSED:SLEEVE.BETVVEENPIPING AND GREATERV|EVV|NGPREVENTERS: COUNTERSUNK, PLUG. COMPANY DISTANCES. a. BODY: BRON�EFDRNPS2-|NCHANO2. CERAMICT|LEANDCARPE�EDADJUGTABLEVV|THN}CKEL 1. SEALINGEPDK8E. VALVE0U32 |NCHK�|N|K�UK� SMALLER. FLOORS: SQUARE, ELEMENTS: RUBBER.� TAGS: BRASS, 0.032-INCH THICKNESS. b. END CONNECTIONS: THREADED FOR NPS 2-|NCHAND 8K8ALLER BRONZE TOP 2. PRESSURE PLATES: CARBON STEEL F. WARNING3BY5-1/4 |NCHEGB�A8G (3RDK�K�ETANOVV|RE CONFIGURATION: HORIZONTAL, 2401 UTAH �\��J[]�� !��[]T�� 3. CONNECTING BOLTS AND NUTS CARBON STEEL WITH CORROSION-RESISTANT TAGS: MINIMUM; c. u . THROUGH. 3 RESILIENT(V|NYL) FLOOR: SQUARE, ADJUSTABLE, NICKEL BRONZE TOP WITH AVENUE~.~ ^_ .~ ' FASTENERS. � ---�-' '�'- �'- �- - '--'' -'--- '''''' -- '---' ''---'' '''' 2. DOUBLE-CHECKBA�K�LOVV'PREVENT|DNCOMPATIBLESEATTLE, \�\��I��-�� 9813~4 COATING. ASSEMBLIES: FLANGE. � a. BODY: BRONZE FOR NPS 2-INCH AND SMALLER. 4. WALL: �HRDN1E�`LAJED8RASSO� COVE� (206) �1� 1�� END<�FSECTION 220553 ROUND, FLAT, STAINLESS-STEEL - b. ENDCDNNECTONS� THREAOEOFORNP82�NCHANDPLATEVNTHCHROME SCREWVALLAC�E�� '~ '~' ~ 1.2GLEEVE-GEALFITTINGS CONNECTIONS: SMALLER. ROUND, PLATED, � c. CONFIGURATION: STRAIGHTB. FLOORD��NS� A. MANUFACTURED PLASTIC, ' � HORIZONTAL, THROUGH. THESE DR/AW|NGGAND SPEQFICATONGARE � ' SLEEVE-TYPE, 3. HOSE-CONNECTIONBAC�FLOVV1. CAGT'|�ONFLOORVV|THBODY�TYLEANDOPT|ONSA8 ' AGSEK8BLYK8ADEFOR|K8BEDO|NG |NCONCRETE SLAB ORVVALL PREVENTERS. DRAINS, STRAINER, CONFIDENTIAL AND SHALL REK8A|NTHE SOLE � C. WATERPRESSUR��REDUC|N8VALVES� SPECIFIED� � � PROPERTYOFGTARBUCKS 1. WATER 2. PROVIDERAPPR|K��RCONNE��T|ONSVVHERENEED�D CORPORATION, 1.3 GROUT REGULATORS: ' WHICH |STHE OVVNER(}FTHE COPYRIGHT|N � a. BODY: BRONZE FOR NPS 2-|NCHAND SKALLER' C. THROUGH-PENETRAT|ONF}REGTOPASSE88L|EQ: LISTED AND LABELEDASSEMBLY / � NDN8HR|NK' FACTORY9ACKAGED� THIS WORK. THEY SHALL NOT BE SECTION 220719-PLUMBING PIPING INSULATION b. VALVES FOR BOOSTER HEATER WATER SUPPLY: INCLUDE INTEGRAL OF SLEEVE AND STACK FITTING WITH FIRESTOPPING PLUG. REPRODUCED(IN WHOLE OR IN PART), SHARED 1.4SLEEVE AND SLEEVE-SEAL SCHEDULE 1.1 QUALITY ASSURANCE BYPASS. D. K8|SCELLANEOUSSANITARY DRAINAGE PIPING SPECIALTIES: yy|THTHIRD PARTIES ORUSED {NANY MANNER A. EXTERIOR CONCRETE WALLS ABOVE GRADE: A. SURFACE-BURNING CHARACTERISTICS: FLAME-SPREAD INDEX OF 25,AND SMOKE- c. END CONNECTIONS:THREADED FOR NPS 2-INCH AND SMALLER 1. OPEN DRAINS, SHOP OR FIELD FABRICATE FROM S ERVICE CLASS ' ON OTHER PROJECTS OR EXTENSIONS TO T H|S 1. PIPING SMALLER THAN NPS 6-INCH: CAST-IRON WALL SLEEVESDEVELDPED |NDEX[ F50FOR |NSULAT|ON |NSTALL�D |ND �ORS; ACCORD|NGTO D. TEMPERATURE-ACTUATED WATER MIXING VALVES: HU8�AND-SP|G{ T' CAST-|RDN' SOIL-PIPE FITTINGS. PROJECT WITHOUT THE PRIOR WRITTEN ASTME1. WATER-TEMPERATUREL|W1|T}NG2. CAST-IRON EXTERIOR �ON�RETEVVALLG8ELOVV84. DEVICES: DEEP-SEALTRAPS. CORPORATION.CONSENT OFGTARBUCKO B. GRADE: a. CONNECTIONS: THREADEOUN|ON |NLETSANO3. FLOOR-DRAIN, PR|K8ERF|TT|N{�S 1. PIPINGG&1ALLERTHANNPGCAST-IRONVVALLGLEEVESVV|THGLEEVE' OUTLET. TRAP-SEAL � THESE DRAVV|N(�GAND SPECIFICATIONS ARE 6-INCH: 1.2P|P|NGiN8ULAT|ONGENERAL b. FINISH: CHROK8E4. AIR-GAP SCHEDULE, PLATED. FITTINGS. INTENDED TDEXPRESS DES|C�NINTENT FOR A SYSTEM.C. CONCRETE SLABS-ON-GRADE: A. ITEMS NOT INSULATED: UNLESS OTHERWISE INDICATED, DO NOT INSTALL 2. PRIMARY, THERMOSTATIC, WATER MIXING VALVES: S. COUNTERFLASHING-TYPE, CA 8T-|RONSTACKFLA8H|NGF|TT|NGS FITTINGS. PROTOTYPICAL STARBUCKS STORE (WHICH I S 1. PIPING SMALLER THAN NPS 6-INCH: CAST-IRON WALL SLEEVES WITH SLEEVE- INSULATIONONTHEFDLLDV |NG: a. TYPE: CABINET KOUNTEO� 6. CAST-IRON BODY VENT CAPS. SUBJECT TOCHANGE AJANYTIME)AND DOSEAL SYSTEM. 1. DRAINAGE PIPING LOCATED |NCRAWL SPACES. b. CONNECTIONS; THREADED UNION INLETS AND OUTLET. 7. FROST-RESISTANT VENT TERMINALS . NOT REFLECT ACTUAL SITE CONDITIONS . D. INTERIOR PARTITIONS: 2. BELOW-GRADE DRAINAGE P|P|NG� c. FINISH: ROUGH BRONZE� 8. EXPANSION JOINTS. NEITHER PARTY SHALL HAVE ANY OBLIGATION 1. PIPING SMALLER THAN NPS 6-INCH: GALVANIZED-STEEL-PIPE SLEEVES. 3. CHROME-PLATED PIPES AND FITTINGS UNLESS THERE IS POTENTIAL FOR d. PIPING: COPPER. NOR LIABILITY TOTHE OTHER(EXCEPT STATED PERSONNEL INJURY. e. CAB1NET:8URFACEK8OUNTED 1.4K \NUFACTUREDUN UNITS ABOVE) UN To|Lp A�� V- R|T TE N" AGREEMENT REE- K EN T IS 3 E. STRAINERS FOR DOMESTIC WATER PIPING: A. GREASE INTERCEPTORS ASSPECIFIED |NPLUMBING SCHEOULE�END OFSECTION 220517 FULLY EXECUTED BY BOTH PARTIES. 1.3INDOOR PIPING INSULATION SCHEDULE 1. BODY: BRONZE FOR NPS 2-INCH AND SMALLER; CAST IRON WITH INTERIOR A. DOMESTIC COLD VAJER� FLEX|8LEELAGTO8ER|C' MINERAL-FIBER, PREFORMED UN|NGAND EPDXY COATING FOR NPS 2-1/2-|NCHAND LARGER. END OF SECTION 221319 PIPE INSULATION, TYPE |ORPHENDUC. 2. CONNECTIONS: THREADED FOR NPS 2 |NCHANOGKALLER; FLANGEDF{ RNPS STAR8UCKSTEMPLATE VERSION 12017.11. 03 3 PLUMBING B. DOMESTIC HOT AND RECIRCULATED HOT WATER: FLEXIBLEELASTOKER|[ ' 2-1C�|NCHAND LARGER. 8|NERAL-F|BER. PREFORMED PIPE |NSULAT0N.TYPE | ORpHENOUC. 3. SCREEN: STAINLESS STEEL WITH ROUND PERFORATIONS UNLESS OTHERWISE SECTION SECTION 220519-METERS AND GAGES FOR PLUMBING PIPING C. STORMWATER AND OVERFLOW: 1/2"MINIMUM, CELLULAR GLASS, FLEXIBLE INDICATED. ELASTOMERIC, MINERAL-FIBER, PREFORMED PIPE INSULATION, TYPE I, PHENOLIC 4. DRAIN: PIPE PLUG. -1.1 PRODUCTS OR POLYOLEFIN. F. OUTLET BOXES: A. LIQUID-IN-GLASS THERMOMETERS: D. ROOF DRAIN AND OVERFLOW DRAIN BODIES: j/2' MINIMUM, CELLULARGLASS, 1. ICEMAKER OUTLET BOXES: ENAMELED-STEEL OR EPDXY-PAINTED-STEEL BOX 1. COMPACT-STYLE, LIQUID-IN-GLASS THERMOMETERS: FLEX|BLEELASTDKER|C' MINERAL-FIBER, PREFORMED PIPE INSULATION, TYPE |' AND FACEPLATE. a. CASE: CAST ALUMINUM; G-|NCH8|ZE� PHENOUCORPDLYOLEF|N. G. HOSE BIBBS: GPD Engineering and Architecture b. CASE FORM: BACK ANGLE E. HOT SERVICE DRAINS: CELLULAR GLASS ORKiNERALF|BER. PREFORMED PIPE, 1. VACUUM BREAKER: INTEGRAL ORFIELD INSTALLATION. Professional Corporation c. TUBE: GLASS WITH KAGN|PHNGLENS AND BLUE ORGANIC LIQUID. TYPE |OR |i 2. FINISH FOR SERVICE AREAS: CHROME ]RNICKEL PLATED. 520 SOUTH "| ST. SUITE 2531 d. TUBE BACKGROUND: NONREFLE{ TNEALUMINUM WITH ETCHED SCALE |N F. ICE BIN DRAIN: |NSULATEDR�NL|NE�yNTH1/�^THICKSELF_SE�L|NG' SECTIONAL, 3. OPERATION FOR SERVICE AREAS: OPERATING KEY. AKRON, ]H44311 DEG F' CLOSED CELL�DA�. 4. DPERATK]NFOR RN|GHEOROOMS: OPERATING KEY� P: 330.572.2100 F: 330.572.2101 THERMOWELLS: G. DOMESTICCOLDAN� HOTyATER |NC/�EyOR�ANDBARAREAS� FLEXIBLE 5. WALL FLANGE V �HEACH CHROME-ORN|CKELPLATEDHOSE B|8B' GPD PROJECT NO: 2016355.201� N/�ERU\LFOR USE VNTHCOPPER TUBING: CNR� ELASTDKERkC. K |NERAL'F|8ER. PREFORMED PIPE INSULATION, TYPE |OR H. WALL HYDRANTS: 2. MAJER�LFOR USE V �HSTEEL PIPING: CS& PHENOLIC. 1. NONFREEZE WALL HYDRANTS: 3. TYPE; STEPPED SHANK UNLESS STRAIGHT ORTAPERED SHANK!GINDICATED. a. OUTLET: CONCEALED. 4. HE/gTRAN8FERKED}UK : MIXTURE OF GRAPHITE AND GLYCERIN. 1.4OUTDOOR,ABOVEGROUND PIPING INSULATION SCHEDULE b. FINISH: CHROME PLATED. C. PRESSURE GAGES: A. DOMESTIC WATER PIPING: FLEXIBLE ELASTOXER|C. K |NERALF|BER. PREFORMED 2. NONFREEZE, HOT-AND COLD-WATER WALL HYDRANTS: si 1. DIRECT-MOUNTED, METAL-CASE, DIAL-TYPE PRESSURE GAGES: PIPE |N8ULAT|ON. TYPE |CRpHENOUC. a. OUTLET: CONCEALED. e/ � - a. [ AGE: { PEN-FRONT. PREGSUREREL|EFTYPE (S); CAST b. FINISH: CHROME PLATED r. `ALUMINUM OR DRAWN STEEL; 4-1/2-INCH DIAMETER. 1.5 INDOOR, FIELD-APPLIED JACKET SCHEDULE 3. MODERATE-CLIMATE WALL HYDRANTS: mow IV b. PRESSURE-ELEMENT ASSEMBLY: BOURDON TUBE UNLESS OTHERWISE a. OUTLET: CONCEALED.A. p|pN . CONCEALED: WK .� INDICATED. B. PIPING, EXPOSED: ALUMINUM. b. FINISH: CHROME PLATED. � _ ~ ni c. PRESSURE CONNECTION: BRASS, WITH NPS 1/4,ASME B1.20.1 PIPE 4. VACUUM BREAKER WALL HYDRANTS:LODSEKEY. THREADS AND BOTTOK -DUTLETTYPE UNLESS BACK-OUTLETTYPE |S I. POSTHYDRANTG� �4 - =' �~END OF SECTION 220719 'o . . -� 0 6/21 /18|NO|CAJEO� 1. NONFREEZE, DRA|N|NG�YPEPOST HYDRANTG� ` ��w^IA, d. DIAL: N[ NREFLECTNEALUMINUM WITH ETCHED SCALE |NP8i 2. NONFREEZE. NDNDRA|N\NG-TYPEPOST HYDRANTS. _ e. WINDOW: GLASS. PLUMBING 3. FREEZE-RESISTANT SANITARY YARD HYDRANTS: ZINC-PLATED STEEL f. RING: METAL. CANISTER.g. ACCURACY: GRADE A, PLUS OR MINUS 1 PERCENT OF MIDDLE HALF OF SECTION 221116-DOMESTIC WATER PIPING J. DRAIN VALVES: BALL4ALVETYPE SCALE RANGE. K. WATER HAMMER ARRESTERS: METAL BELLOWS. I D. GAGE ATTACHMENTS: 1.1 INFORMATIONAL3UB8|TTAL8L. AIR VENTS: BOLTED CONSTRUCTION. 1. SNUBBERS: BRASS;WITH NPS 1/4.AND P|STON�YPESURGE-DA8PEN|NG A. GY8TEKPU�[ |NGANOD|S|NFECT|NGACT�V|T)E� REPO�T. M. TRAP-SEAL PRIMER VALVES: SUPPLY TYPE B� F|ELDQUL|7 -CONTR[ LREPORSOEV|CE. |NCLUOEEXTENS|ONFDRUGE( N |NSUATEOP|P|NG. w�pe�� G14o4= a r 0 2. VALVES: BRASS BALL, WITH NPS 1/4. PIPE THREADS. 1.3MANUFACTURED UNITS 1.2 FIELDCONO|T|ON� � A. TRAP-SEAL PRIMER SYSTEMS: E�D ��F�E�T�C�N ��1� A. INTERRUPTION OFE)�)ST|NGVVATERSERV|CE� DON(�TINTERRUPT VVATER 1. CABINET: RECE88ED-K�OUNTEOSTEEL BO��VV|THSTAINLESS-STEEL COVER. -- SERVICE TOFACILITIES OCCUPIED 8YOVVNERORC�THERSUNLESS �� 2. NUMBER OUTLETS: FOUR. �� PERyN|TTEDUNDER THE FOLLOVV|NGC(�NO|T|DNSAND THEN C)NLYAFTER ca &~&� PROVIDEARRANGING TOTEK8PORARYVVATER8E��CEA�CORD|NGTD END OF SECTION 221119 n PLUMBING REQUIREMENTS INDICATED: 1. NOTIFY CONSTRUCTION MANAGER NDFEWER THAN TWO DAYS |N III cn /\OVANCE(JFPROPOSED INTERRUPTION �}FVVATERSERV|��E I �� SE��T|��N220523-K�ENERALDUTY VALVES F��FkPLUK8BiN�� p|P|NC� 2. DONOT|NTERRUPTVVA�ERSERV|CEVV|THOUT ' ��~ � � CO 12 CONSTRUCTIONPLUMBING *��" ~~� 11 DOMESTICHDl�ANDCOLD�VATERVALVE8 MANAGER'SVVR/TTEN �� 03 � PERMISSION. U x ' A. PIPE NPS 2 |NCHANOS�ALLER� ~,�' �� `w �� - � ~�~ 1. TVVO'PiECE, BRASS BALL VALVES VV|TH FULL PORT, BRASS TRIM,AND LEAD 1.3 PIPING MATERIALS SECTION 221316-S��N|TARY�0ASTE�kND�fENT PIPING `�«� o`� - FREE. A. POTABLE-�A\TERPIPING AND COK8PONENTSSHALL COK8PLYVV|THNSF 14AND �� ,:".4K�� 1.1 PROJECTCOND|T0N� ~~~= 2. THREEp�ECEBRASG8ALLVALVEGVV|THFULL8RASGANDLEAO NSFG1ANNEXGPLA�T}CP|P|NGCOK8PONENT�SHALL8EK8ARKEDVV|TH � �� ~ -~ �� THREE-PIECE, PORT, TRIM, G. A. INTERRUPTIONOFE�/8�|NGOAN|TARYVVASTEGERV|CE� DONOT|NTERRUPT ' ' �� FREE. "NSF-PV�' UU ~�~ e~N CO � SERVICE TO FACILITIES OCCUPIED BY OR OTHERS PERMITTED x�� 3. BRONZE SWING CHECKCLASS 125, BRONZE DISC WITHTHREAOED END OWNER UNLESS �� VALVES, UNDER THE FOLLDVV|NGCONOillONGAND THEN ONLY AFTER ARRANGING TO - 0 CONNECTIONS, AND LEAD FREE. 1 4 UNDER-BUILDING-SLAB, DOMESTIC BUILDING�ERV|OE PIPING *� «�� i� �- � WATER, PROVIDETEK�PDRAR�8ERV|�EACCORD|NG TO REQUIREMENTS INDICATED: �� ~� - �� 4. BRONZE{�ATECLASS 125, NRSVV|TH THREADED ENDS, AND LEAD A. PIPE NPS 3-INCHANO SMALLER: �� VALVES, � 1. NOTIFY CONSTRUCTION MANAGER NO FEVVERTHANTVVD DAYS IN ADVANCE OF FREE. 1. SOFT�OPPE� WROUGHT-COPPER;AND BRAZED TUBE; JOINTS. PROPOSED INTERRUPTION OF SANITARY WASTE SERVICE. C� �� ) 2. OTHER APPROVED PIPING WHEN SOIL IS CORROSIVE. 2. DO NOT PROCEEDVV|TH INTERRUPTION OF�AN|�ARYSERVICEVV|THOUT LU - UJ L� END ��FSE��TI��N22U523 WASTEK " 8 �� PERMISSION.CONSTRUCTION K8ANAGER'SVVR|TTENC� ~�~ u, K� 1.5 UNDER-BUILDING-SLAB, DOK�EQT|C VVATER PIPING - CO �� K--_ �� ~~� w A. SMALLER:P|PENPG�-|N{�HANOD- �-- �� n�^ �~� �� 1.2 MATERIALS , -J 1. HARDCDPPERTUBE� WROUGHT-COPPER; AND BRAZEDJDiNTS � PLUMBING ' � A HUB-AND-SPIGOT, SERVICE- CAST-|RON SOIL PIPE AND FITTINGS BELOW 2. OTHERAPPROVED PIPINGVVHEN SOIL|SCC�RROS|VE A. ' ' GRADE WHERE REQUIRED BY LOCAL CODE. ��T�� B. HUBLESS, �AGl�|RON SOILP|PEAND CISPI, HUBLESS PIPING COUPLINGS. STORE #: �~~~ CL SECTION N��F��k��PP��K��0K8��C� PIPING 1 8 ABOVEC�ROUND DOMESTICVVATER PIPING � � �-�� C. SOLID-WALL SCHEDULE 40 ABS PIPE WITH ABS SOCKET F|| I INGS MAY BE USED PROJECT #: 11071-036 A. PIPE NPS 2-INCH AND SMALLER: o 1.1 COMPONENTS ABOVE AND BELOW GRADE IF ALLOWED BYLOCAL CODE�1' HARD COPPER TUBE; yR{~GHTCOppERSOLDERJO|NTF|TT|NGS� AND ISSUE DATE: Permit 06.07.2018 2U18 A. METAL PIPE HANGERS AND GUPPORTS� FACTORY FABRICATED WITH GALVANIZED D. UNSHIELDED, NONPRESSUREPRESSURE TRANSITION [ DUpL|NGS�SOLDERED JOINTS WITH NON-LEAD, NON-ANTIMONY SOLDER. DESIGN MANAGER: NEHA RENGARAJAN CO/T|NG, NON-METALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH E. FLANGE DIELECTRIC FITTINGS. LEEDOAp: CI COPPER TUBING. END OF SECTION 221116 F. PE-FILM ENCASEMENT FOR UNDERGROUND METAL PIPING. PRODUCTION DESIGNER: GPD GROUP iii B. THERMAL-HANGER SHIELD INSERTS:ASTM C 552, TYPE II CELLULAR GLASS. G. SCHEDULE 40 PVC PIPE WITH PVC SOCKET FITTING MAY BE USED BELOVVGRADE CHECKED BY: TOM CONNER 13 C. FASTENER SYSTEMS: POWDER-ACTUATED FASTENERS. IF ALLOWED BYLOCAL AUTHORITY. sa D. PIPE POSITIONING SYSTEMS: |APK8O PS 42, POSITIONING SYSTEM OF METAL E BRACKETS, CL|P8, AND STRAPS. 1.3 ADHESIVES Revision Schedule E. SUPPORTS FOR PE�P|P|NG SHALL BE MANUFACTURER APPROVED. A. ADHESIVES SHALL NOT EXCEED A VOC CONTENT OF 51OG/L FOR PVC AND 325 G/L FOR ABS. Rev Date By Description a) END OF SECTION 220529 END OF SECTION 221316 2 SHEET TITLE: ~- _ cs PLUMBING OTUNE 0 ' SPECIFICATIONS co _ 4 SCALE: AS SHOWN co 0 SHEET NUMBER: CNI CD CNJ , K�-K��~� K- �� PLUMBING SHEET NOTES SHEET NOTES SHEET NOTES PLUMBING SUPPLY NOTES lahlkilljr SCOPE OF WORK SUMMARY 1. 3-COMPARTMENT SINK: 7. WORK SINK: 17. EXTEND AND CONNECT 314" FILTERED COLD WATER LINE A. SEE PLUMBING SPECIFICATIONS FOR FURTHER CONNECT INTO EXISTING 1/2" HOT AND COLD WATER ROUTE 1/2" HOT AND COLD WATER UNDER CASEWORK TO EXISTING FILTERED COLD WATER MAIN THAT IS 3/4" OR REQUIREMENTS. adik ■+ w+ 11111111k STUBS FROM PREVIOUS WORK SINK, VERIFY EXACT SIZE FROM WALL AND CONNECT TO WORK SINK. LARGER. VERIFY EXACT LOCATION AND SIZE IN FIELD THE FOLLOWING SCOPE OF WORK IS BASED ON THE LANDLORD'S AND LOCATION PRIOR TO START OF ANY WORK. PRIOR TO START OF ANY WORK. B. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY ARE WORKLETTER EXHIBIT C. THIS SCOPE OF WORK IS NOT INTENDED TO CAULK AND SEAL BACK OF SINK TO WALL. 8. PITCHER RINSER FAUCET: NOT VISIBLE TO CUSTOMERS EXCEPT WHERE FIRST INDICATE THE FULL SCOPE, BUT ONLY A BROAD SUMMARY. THE GENERAL ROUTE 1/2" HOT AND COLD WATER DOWN IN WALL AND 18. EXTEND AND CONNECT 1" COLD WATER LINE TO EXISTING APPROVED BY STARBUCKS AT EXPOSED CEILING AREAS. CONTRACTOR SHALL REFERENCE THE COMPLETE WORKLETTER FOR A 2. HAND SINK: CONNECT TO PITCHER RINSER FAUCET(1 HANDLE). COLD WATER MAIN THAT IS 1-1/4" OR LARGER. VERIFY MORE DETAILED DESCRIPTION OF WORK BY BOTH PARTIES. ANY ROUTE 1/2" HOT AND COLD WATER DOWN IN WALL AND EXTEND IN CASEWORK AND CONNECT TO SINK FAUCET. EXACT LOCATION AND SIZE IN FIELD PRIOR TO START OF C. REFER TO MANUFACTURER SPECIFICATIONS FOR LOCATION QUESTIONS REGARDING SCOPE SHALL BE BROUGHT TO STARBUCKS CONNECT TO HAND SINK, CONTRACTOR TO PROVIDE AND CONTRACTOR SHALL PROVIDE AND INSTALL AN ANY WORK. OF CONNECTIONS UNLESS OTHERWISE NOTED. ATTENTION FOR CLARIFICATION. RESPONSIBILITY INDICATED BELOW INSTALL THERMOSTATIC MIXING VALVE BELOW FIXTURE APPORVED BACKFLOW PREVENTER. MEANS FURNISHED. PERMITTED AND INSTALLED BY THE PARTY INDICATED. AND SET TO 110 DEG. F. MIXING VAVLE SHALL BE ASSE 19. EXTEND AND CONNECT 1" HOT WATER LINE TO EXISTING D. COORDINATE WITH ELECTRICAL CONTRACTOR FOR 1070 COMPLIANT. REPLACE AREATOR PROVIDED WITH 9. ROUTE 3/4" COLD AND FILTERED COLD WATER AND 1/2" COLD WATER MAIN THAT IS 1-114"OR LARGER. VERIFY POWER CONNECTION TO ALL PLUMBING EQUIPMENT. ©2017 STARBUCKS COFFEE COMPANY RESPONSIBILITY FAUCET WITH 0.5 GPM VANDAL RESISTANT FLOW HOT WATER DOWN IN WALL AND EXTEND BELOW SLAB TO EXACT LOCATION AND SIZE IN FIELD PRIOR TO START OF WORK DESCRIPTION LANDLORD STARBUCKS CONTROL AERATOR. BAR AREA. ANY WORK. E. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE WATER SERVICE AND METER N/A N/A NOTED. STARBUCKS COFFEE 3. COFFEE BREWER: 10. REPLACE AERATOR PROVIDED WITH FAUCET WITH 0.5 GPM 20. EXISTING PLUMBING FIXTURE TO REMAIN. COMPANY BOOSTER PUMP FOR WATER SERVICE N/A N/A - ROUTE 1/2" FILTERED COLD WATER ROUTED UNDER VANDAL RESISTANT FLOW CONTROL AERATOR. F. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS BELOW FLOOR I SLAB WASTE, VENT ANDX CASEWORK. CONTRACTOR SHALL PROVIDE AND INSTALL LOCATED IN CASEWORK. 2401 UTAH AVENUE SOUTH WATER PIPES SHUT-OFF VALVE IN CABINET AT 24"A.F.F. REDUCE WATER 11. REMOVE AND REPLACE STOCK SPRAY HEAD FLOW ABOVE FLOOR/SLAB WASTE, VENT AND X LINE TO 3/8"AT UNIT. RESTRICTOR WITH OPTIONAL 1.2 GPM FLOW RESTRICTOR G. GENERAL CONTRACTOR SHALL CONTACT WATER SEATTLE, WASHINGTON 98134 WATER PIPES PROVIDED WITH FAUCET. FILTRATION SUPPLIER TO COORDINATE EQUIPMENT (206) 318-1575 PLUMBING VENT(S) THROUGH ROOF N/A - N/A 4. ESPRESSO MACHINE: LOCATION AND SCHEDULE PRIOR TO INSTALLATION OF EXTERIOR HOSE BIBBS N/A N/A ROUTE 1/2" FILTERED COLD WATER IN CASEWORK AND 12. PIPING SHALL BE ROUTED BELOW GRADE. WATER FILTRATION SYSTEM. THESE DRAWINGS AND SPECIFICATIONS ARE CONNECT TO EXPRESSO MACHINE. PROVIDE AND CONFIDENTIAL AND SHALL REMAIN THE SOLE BASE COVERAGE SPRINKLER SYSTEM N/A N/A INSTALL BRAIDED STAINLESS STEEL HOSE FROM SHUT- 13. WATER FILLING STATION: H. INSULATE ALL PIPING INCLUDING PIPES AT BAR AND IN PROPERTY OF STARBUCKS CORPORATION, SPRINKLER SYSTEM MODIFICATIONS FOR N/A N/A OFF VALVE TO PUMP AND FROM PUMP TO ESPRESSO ROUTE 1/2" FILTERED COLD WATER LINE DOWN IN WALL CASEWORK PER THE REQUIREMENTS LISTED ON THE WHICH IS THE OWNER OF THE COPYRIGHT IN TENANT BUILDOUT MACHINE'S WATER INLET. AND CONNECT TO FIXTURE, REFER TO MANUFACTURER'S PLUMBING SPECIFICATIONS SHEET. THIS WORK. THEY SHALL NOT BE INSTRUCTIONS FOR INSTALLATION REQUIREMENTS. REPRODUCED (IN WHOLE OR IN PART), SHARED 5. DIPPER WELL, HOT TAP, WATER TOWER, AND PITCHER WITH THIRD PARTIES OR USED IN ANY MANNER RINSER: 14. ROUTE 1/2" COLD WATER LINE DOWN IN WALL AND ON OTHER PROJECTS OR EXTENSIONS TO THIS ROUTE 1/2" HOT, COLD, AND FILTERED COLD WATER IN CONNECT TO IN-COUNTER RINSER. PROVIDE AND INSTALL PROJECT WITHOUT THE PRIOR WRITTEN CASEWORK. EXTEND 1/2" FILTERED COLD WATER UP IN WITH AN APPROVED BACKFLOW PREVENTER. PLUMBING FIXTURE SCHEDULE-"P" CONSENT OF STARBUCKS CORPORATION. CASEWORK AND CONNECT TO DIPPER WELL. EXTEND THESE DRAWINGS AND SPECIFICATIONS ARE 3/8" FILTERED WATER UP IN CASEWORK AND CONNECT 15. ROUTE 1/2" FILTERED COLD WATER LINE DOWN IN WALL DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS INTENDED TO EXPRESS DESIGN INTENT FOR A TO HOT WATER DISPENSER, CONTRACTOR SHALL AND CONNECT TO WATER TAP. PROVIDE AND INSTALL PROTOTYPICAL STARBUCKS STORE (WHICH IS REDUCE WATER SUPPLY LINE TO 1/4"AT UNIT. EXTEND WITH AN APPROVED BACKFLOW PREVENTER. GI 1 GREASE INTERCEPTOR 100 GPM GC GC SCHIER PRODUCTS GB-250, 100 GPM SUBJECT TO CHANGE AT ANYTIME)AND DO 3/8" FILTERED COLD WATER UP IN CASEWORK AND FLOW, 1,067 LBS, CAPACITY. NOT REFLECT ACTUAL SITE CONDITIONS. CONNECT TO WATER TOWER FAUCET. EXTEND 1/2" HOT 16. ESPRESSO MACHINE: X0101 4 FLOOR CLEANOUT GC GC • ZURN CO2449, ADJUSTABLE FLOOR NEITHER PARTY SHALL HAVE ANY OBLIGATION AND COLD WATER UP IN CASEWORK AND CONNECT TO ROUTE 1/2" FILTERED COLD WATER DOWN IN WALL, IN CLEANOUT, NICKEL BRONZE FRAME NOR LIABILITY TO THE OTHER (EXCEPT STATED PITCHER RINSER FAUCET(2 HANDLE). REFER TO ESP CASEWORK AND CONNECT TO EXPRESSO MACHINE. AND COVER. ABOVE) UNTIL A WRITTEN AGREEMENT IS SINK PIPING DETAIL. PROVIDE AND INSTALL BRAIDED STAINLESS STEEL HOSE FULLY EXECUTED BY BOTH PARTIES. FROM SHUT-OFF VALVE TO PUMP AND FROM PUMP TO DRAIN 6. ROUTE 3/4" COLD AND FILTERED COLD WATER AND 1/2" ESPRESSO MACHINE'S WATER INLET. 10294 5 DRAIN -FLOOR SINK SQUARE- 121N 305MM `SB GC ZURN FD2372-H, A.R.E. FLOOR SINK STARBUCKS TEMPLATE VERSION 12017.11.03 HOT WATER UP FROM BELOW GRADE THRU SLAB, WITH 6"SUPM DEPTH AND 1/2 GRATE, PROVIDE WITH BALL SHUT-OFF VALVE AT FLOOR 10726 5 FLOOR SINK- GRATE HALF SQUARE - 121N SB GC ZURN FD2372-H, A.R.E. FLOOR SINK PENETRATION. PIPING SHALL BE ROUTED CONCEALED 305MM WITH 6"SUPM DEPTH AND 1/2 GRATE. A§§§§moN4.,.. BELOW COUNTER AND TIGHT TO BAR WALL (COORDINATE WITH G.C.). EQUIPMENT 17564 1 BLENDER PITCHER RINSER WITH SENSOR SB GC ` 7.0.!,:geir FAUCET 10152 1 FAUCET-DOUBLE LABORATORY WITH BENT SB GC GPD Engineeringand Architecture RISER SPOUT 10153 3 FAUCET-WATER TOWER- 121N 305MM SB GC Professional Corporation 10215 4 FAUCET- DOUBLE LABORATORY WITH SWING SB GC 1.2 GPM FLOW RATE 520 SOUTH MAIN ST. SUITE 2531 SPOUT AKRON, OH 44311 10447 1 FAUCET- PRE RINSE SPRAYER WALL SB GC P: 330.572.2100 F: 330.572.2101 MOUNTED GPD PROJECT NO: 2016355.20 10597 1 FAUCET-SINGLE HANDLE SB GC 0.5 GPM FLOW RATE OP 10215 P 17565 10874 3 FAUCET-HOT WATER DISPENSER SB GC 0.5 GPM FLOW RATE . P 10152 7 GOOSENECK ce.e/89 PROFS P 17564 P 17632 3 4 � s, P 10549 11003 2 FAUCET-DIPPERWELL SB GC METERED IN E`- o - - - - - - - „„„ �, © P-5002 P-5002 P 18743 13 17569 1 FAUCET WARE RINSER IN COUNTER SB GC R -YiP 0597 2 IE -Oil- 7 .. .. . ... 24X91N 600X235MM60�3PE riw=I - I 72 1 FAUCET TAP SINGLE HANDLE SB GC 's m ...._ .m »» »»» SINK• 175 ill I i 14.,,,A, 0 1 � i l li_ _.. I n SINK- co _ _ _..___.... _ € EI t �...... ,� - - - �..�1� P 5002miklial Fl° 10549 1 305X510MME DROP IN SST 12X201N SB GC • +�4. °�E• .9 20��`� . , 18 „,,___ eh ,it i- 0:- .:__ - • • 12807 1 SINK- UTENSIL RINSE WITH GRATE SST- LH - SB GC E 2 I ..�.rr+ {. it '= p� ll r "Ilipt - • __. I 14X20 N 355X510MM P-50D2 I�^ I . I I ` I' _ 181 ,` 1..1 I I 1 12808 1 SINK-I UTENSIL RINSE WITH GRATE SST- RH - SB GC S iz/31/zola W $`. .. ( I 1 L - .... 14X201N 355X510MM •• A . , ..,,, -. „ u: . - 1 I _ 1 1' I I O I 1 I I I ® i; -- ' 17565 1 WITH DRAINBOARD- 15X27IN SB GC :. 13264 1 SINK-3 COMP WORK SST-931N 235pMM SB GC 1,, Y P 17569 i,} - - - -L--c.) -112” FCW- I 314" FCWzJ- - -314" FCW- - - € \ € 380X6 51MME LLI _- _ _ _ _ _ 17572 - " - f �U - - - - - - - - - 17632 1 SINK-STACKED DRAINBOARD- 151N 380MM SB GC - 1 HW 1 HW- - _--1 HW - - -~ : w,. -112"CW— U 314"CW .. 1"CW 1..CW- O P 17650 `'..,, " I 17650 1 SINK- DRAIN TRAY-9X6IN 230X150MM SB GC ` ` ask 3I € 18743 1 SINK WATER FILLING STATION 36X241N DM J 1 - -M »—„ — — - - ® a 915X610MM is fa ... (6 k Elill 1 : IIs . .. Ra : .. im."i1k=,,,,,y,, ': riii MMNI 1 ILI i co .„to I- _ . ... ......= -�_ »_»»_ »». _ _ RESPONSIBILITY LEGEND :..co ... CO -- 010153 .. ia V N 5 P 10153 A' P 10215 © »co GC GENERAL CONTRACTOR N "; "`'„ 10 P 10215 O 1 I P 10874 SB STARBUCKS �,� P 10874 �P-50� p 11003 V U� U c') P11003 o P 12808 P 12807 1 :, - �i Lu n - ¢ Q © O r z 0 N o 4,9 U U , (� W (D < , , _._ - m P 10447 1 O O 0 o . .- - �I_. _ 326 \11 ❑� d , P 1 4 J 1 . .n».»...........................:... »»:::.,.:.:..::........ STORE #: 3366 • r� ' a _ 4::: .-,n-_, ° PROJECT #: 11071-036 .. i • € ISSUE DATE: Permit 06.07.2018 k DESIGN• MANAGER: NEHA RENGARAJAN I 1 LEEDO AP. ❑ »»:r,,,,, «::».:_.._:. .:.: I: «: ....1-4 PRODUCTION DESIGNER: GPD GROUP CHECKED BY: TOM CONNER O. 1 -- :: I 1 E � Revision Schedule Rev Date By Description 0 0..":\''.: 4,. i U r • I I j € d ` , \ SHEET TITLE: 0ISTFLOOR - PLUMBINGSUPPLYPLAN O LJ1BINGSUPPLY 0 , 2 $ PAN Scale: 114' - 1'-0" SCALE: AS SHOWN CO Scale:114"=1'-0" o SHEET NUMBER: N O N SHEET NOTES _ PLUMBING WASTE NOTES *Itte I- > 1. EXTEND AND CONNECT 2"VENT PIPING INTO EXISTING A. SEE PLUMBING SPECIFICATIONS FOR FURTHER I SANITARY WASTE PIPING BELOW SLAB. VERIFY EXACT REQUIREMENTS. laillr ...111, ; NIL LOCATION ANDSIZE PRIOR TO START OF ANY WORK. B. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY ARE -2"V 2. CONTRACTOR SHALL INSTALL NEW INTERIOR 100 GPM NOT VISIBLE TO CUSTOMERS EXCEPT WHERE FIRST GREASE INTERCEPTOR IN EXISTING LOCATION. ROUTE 4" APPROVED BY STARBUCKS AT EXPOSED CEILING AREAS. GREASE WASTE PIPING BELOW GRADE AND CONNECT INTO GREASE INTERCEPTOR, EXTEND 4"SANITARY WASTE C. REFER TO MANUFACTURER SPECIFICATIONS FOR 1 1/2"V PIPING FROM GREASE INTERCEPTOR BELOW GRADE AND LOCATION OF CONNECTIONS UNLESS OTHERWISE NOTED. CONNECT TO EXISTING SANITARY WASTE PIPING. VERIFY • ' -- EXACT LOCATION, SIZE, DEPTH OF INVERT, AND DIRECTION D. COORDINATE WITH ELECTRICAL CONTRACTOR FOR ! OF FLOW IN FIELD PRIOR TO START OF ANY WORK. POWER CONNECTION TO ALL PLUMBING EQUIPMENT. 1� ©2017 STARBUCKS COFFEE COMPANY P 10294 - • �1 1 112"V 3. EXPRESSO SINK: E. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE P 10726 I ROTUE 1-112" INDIRECT WASTE PIPING IN CASEWORK TO NOTED. STARBUCKS COFFEE -tom - NEW FLOOR SINK, FIELD VERIFY EXACT LOCATION. COMPANY �� 1� I F. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS 2"V 4. ICE BIN: LOCATED IN CASEWORK. P X0101 I 1 ROUTE 1-1/2" INDIRECT WASTE PIPING FROM ICE BIN IN 2401 UTAH AVENUE SOUTH I --.. __,A7 -- : -_ 1 112'V CASTWORK TO NEW FLOOR SINK, FIELD VERIFY EXACT G. WHEN BUNDLING SEVERAL INDIRECT WASTE LINES TO SEATTLE, WASHINGTON 98134 P 10294 P 10549 LOCATION. DRAIN INTO A FLOOR SINK, A UNISTRUT IS REQUIRED FOR (206) 318-1575 P 10726 11 SECURING AND BRACING ALL LINES ABOVE THE DRAIN. _ P 10294 %" 5. HAND SINK: THESE DRAWINGS AND SPECIFICATIONS ARE P 10726 HAND SINK �. 2"V �'II�II ROUTE NEW 2" GREASE WASTE PIPING BELOW SLAB AND H. FURNISH & INSTALL ALL NEEDED INDIRECT DRAINS PER 1II`II EXTEND UP IN WALL, TRANSITION TO 1-1/2"GREASE WASTE CODE (NOT ALL SHOWN). INSTALL DRAINS AT 2% SLOPE CONFIDENTIAL AND SHALL REMAIN THE SOLE P X0101 111W PIPING AND CONNECT TO NEW SINK. EXTEND 1-1/2"VENT WHERE POSSIBLE WITHOUT DIPS OR SAGS. ALL INDIRECT PROPERTY OF STARBUCKS CORPORATION, IIWHICH IS THE OWNER OF THE COPYRIGHT IN ;� 1 ,. PIPING UP IN WALL TO CEILNG SPACE. DRAINS SHALL RUN SEPARATELY FROM EACH OTHER TO 4"GW r .I_$ INDIRECT DRAIN RECEPTOR AND SHALL TERMINATE WITH THIS WORK. THEY SHALL NOT BE .! I ij -`` REPRODUCED (IN WHOLE OR IN PART), SHARED ••;�!, '..1 6. WORK SINK: AN AIR GAP PER CODE. WITH THIRD PARTIES OR USED IN ANY MANNER I !1 ,�,,. �� ROUTE NEW 2" GREASE WASTE PIPING BELOW SLAB AND ON OTHER PROJECTS OR EXTENSIONS TO THIS P110294 �� P 10294 I jl�.I�� EXTEND UP IN WALL, TRANSITION TO 1-1/2" GREASE WASTE J. FURNISH & INSTALL WALL CLEANOUTS AT ALL SINKS AND 7 hill ..I;' PIPING AND CONNECT TO NEW SINK. EXTEND 1-112"VENT AS NEEDED AND PER CODE (NOT ALL SHOWN). PROJECT WITHOUT THE PRIOR WRITTEN 10726 ... ,.t/II►. P 10 26 ��:. Q I �_,/..�� CONSENT OF STARBUCKS CORPORATION. 4 GW J.. 4-:$1.::,..-,..„ .'• PIPING UP IN WALL TO CEILNG SPACE. THESE DRAWINGS AND SPECIFICATIONS ARE I Air I��.�� ,� ,,fll�l'• 1,3 � �% II K. INSULATE ICE BIN DRAINAGE PIPES PER THE INTENDED TO EXPRESS DESIGN INTENT FOR A /0;`,I��Ir� y;,�i� 4 GW 7. ROUTE 1" INDIRECT WASTE PIPING FROM CBS DRAIN REQUIREMENTS ON THE PLUMBING SPECIFICATION SHEET. 1r 11 '." , P X0101 i PROTOTYPICAL STARBUCKS STORE (WHICH IS �� I �' BOARD TO EXISTING FLOOR SINK. FIELD VERIFY EXACT l 1112:4110:11 00,./- 11114!:p 1 •4 SUBJECT TO CHANGE AT ANYTIME AND DO II'�r'p %�, li:14 LOCATION. NOT REFLECT ACTUAL SITE CONDITIONS. �� ls;I, I f�i` 01,01.04e0=0.1011 NEITHER PARTY SHALL HAVE ANY OBLIGATION �. :�e.--IV.,..-ii 8. ROUTE 1-1/2" INDIRECT WASTE PIPING FROM PITCHER NOR LIABILITY TO THE OTHER (EXCEPT STATED ifs10.401, I GW RINSER SINK TO EXISTING FLOOR SINK. FIELD VERIFY ?g/ �4 ABOVE) UNTIL A WRITTEN AGREEMENT IS I EXACT LOCATION. FULLY EXECUTED BY BOTH PARTIES. I > ----''m 9. ROUTE INSULATED INDIRECT DRAIN PIPING BEHIND 1 112"V------6,.1UNDERCOUNTER REFRIGERATOR, TIGHT TO WALL. STARBUCKS TEMPLATE VERSION 12017.11.03 CONTRACTOR SHALL PROVIDE AND INSTALL BUMPER P 10294 I GUARDS AS REQUIRED. Ati:K:Ili..11111ililili:i:K:1:1i§i:i.. P 10726 I I 10. ROUTE WASTE PIPING FROM ESPRESSO MACHINE DRAIN TRAY TO NEW FLOOR SINK. COORDINATE EXACT IREQUIREMENTS WITH EQUIPMENT MANUFACTURER'S • ,: . I �4"GW RECOMMENDATIONS. GPD Engineering and Architecture P X0101 0- 11. FLOOR SINK: Professional Corporation ROUTE 3" GREASE WASTE UP AND CONNECT TO FLOOR 520 SOUTH MAIN ST. SUITE 2531 SINK, EXTEND 2"VENT UP IN WALL TO CEILING SPACE. AKRON, OH 44311 P: 330.572.2100 F: 330.572.2101 12. 3-COMPARTMENT SINK: GPD PROJECT NO: 2016355.20 ROUTE WASTE PIPING FROM SINK TO EXISTING FLOOR 3 PLUMBING ISOMETRIC SINK THROUGH MINIMUM 2"AIR GAP. VERIFY EXACT SIZE AND LOCATION IN FIELD PRIOR TO START OF ANY WORK. ScaleR FS �p PROS 13. FLOOR SINK: $' G;NEF % ' ROUTE 3" GREASE WASTE UP AND CONNECT TO FLOOR 0 �� R 5 SINK, EXTEND 1-1/2"VENT UP IN WALL TO CEILING SPACE. gg'0BPE © 5 HAND SINK 14. FLOOR SINK: .. 44: ,_..:---,:i.-..-: `i`- € P 5002 P 5002 P 5002 ROUTE 3"GREASE WASTE UP AND CONNECT TO FLOOR R G N P 10549 SINK. g+�p Q,�° {, ... k + -. 6 • c. , 1 .s a - P 17565 FLOOR CLEANOUT ! ' ,i„57–•".-;, i CLEANOUT SHALL BE INSTALLED FLUSH WITH FINISHED .. 1 € I 0 176321!ii UP t1 s` 0 1 _ • `� P 10294 CO 4:: FLOOR. 12/31/2018 Ca I —' Im I P 10726 / '' 16. ROUTE INDIRECT DRAIN FROM NITRO DRIP TRAY TO Q _ t �€�» W.._____ .:> =►_ :n: .', .. - � : 1 CLOSEST FLOOR SINK, FIELD VERIFY EXACT LOCATION. I In II l P-5002 ill'qV• ' - �• , — 15 ILI 17. ROUTE INDIRECT DRAIN FROM IN COUNTER RINSER TO CC 1 I ; I '.'r,./ L L — — »,»»„w .. w7 P X0101 FLOOR SINK. 0 f, -I- P 17650 18 14 P 10294 O 1 1 I j _ _ II I I O �” 18. ROUTE INDIRECT DRAIN FROM DRIP TRAY TO FLOOR SINK. O P 10726 �" 1 1\ 17 P 17569 - - 41i - - - --- o P 10294 \` 19. ROUTE INDIRECT DRAIN FROM COLD BREW PREP SINK TO QI .i I I i i L: 15 P X0101 FLOOR SINK. F.- .. :m P 10726 € _ , , / i/ In — — . . r 20. EXISTING PLUMBING FIXTURE TO REMAIN. I: _ I L.. Cti 15 PX0101 r` � � j W = a 21. MOP SINK: EXTEND AND CONNECT 3"GREASE WASTE TO EXISTING 3" n/ V_ co f -*la 0 „.,, t__ . .. • L.L i �, Ir- I�;I : : • SANITARY WASTE LINE. VERIFY EXACT SIZE AND I N 1 ,L. ,,,,,..., ....] ,;'., 3 h I 1 LOCATION 1N FIELD PRIOR TO START OF ANY WORK. 6 — — – — - - — – — – – — ©� GI 22. 2"VENT PIPING TO BE ROUTED FROM GREASE 2 . Q O7 o (5002 P 10294 P 10294 14 _ INTERCEPTOR, UP IN WALL AND INTO CEILING SPACE. W w n O P 10726 :� P 10726 Q O0 12 ❑ © O 23. EXTEND 1-1/2"VENT AND CONNECT TO EXISTING VENT Q c 3 P 12808 1P 5002 P112807 ® ................... '' SIZED 2"OR LARGER. VERIFY EXACT SIZE AND LOCATION Z Et < ❑ . , 1, IN FIELD PRIOR TO START OF ANY WORK. V < ( Co Li. t 1 o1 24. ROUTE NEW 3"GREASE WASTE PIPING AND CONNECT TO WC� W to < iii ;; :w I I 3" PINPING SERVING EXISTING FLOOR SINK.VERIFY EXACT O O 0 .. - W. ....1 SIZE AND LOCATION IN FIELD PRIOR TO START OF ANY CY `i/ • �> d _1 -...... .......--_.......___-� WORK. a) � -_-__ - P 13264 U STORE #: 3366 �:W' _.-•••� PROJECT #: 11071-036 ' 15 P,X0101 Permit 06.07.2018 COFI..................:...... DESIGN MANAGER: NEHA RENGARAJAN N O I ;�. .-...t � LEEDO AP. - _..... -4 4 S ca PRODUCTION DESIGNER: GPD GROUP I03 • Q # 1 .cu i • f. P 10294 24 CHECKED BY: TOM CONNER II �,TI 0726 Revision Schedule E • : • Rev Date By Description U T II moo 111; '. ammm .. ..... . " SHEET TITLE: r ..... „»,..:......,. PLUMBING WASTE AND 6 I 2' 4' 8' VENT PLAN 4CO I i , SCALE: AS SHOWN co ... Scale: 114"=1'-0" 0 1 1ST FLOOR - PLUMBING WASTE PLAN SHEET NUMBER: Scale: 1/4"= 1'-0"c\I P-1103 0 4111L1*4 - - ;Th. ... ' igk_ *PP: 1 It i ill 0 0 2017 STARBUCKS COFFEE COMPANY STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN BRAIDED STAINLESS STEEL DETAIL THIS WORK. THEY SHALL NOT BE NOSE, REPRODUCED(IN WHOLE OR IN PART), SHARED 9/16-24 UNEF COMPRESSION 5/8"WIRE REINFORCED DRAIN CONNECTION 150 PSIG MIN. HOSE TO INDIRECT PIPE WITH THIRD PARTIES OR USED IN ANY MANNER RISER 1. THIS DETAIL IS SCHEMATIC ONLY. SEE THE PLAN ON OTHER PROJECTS OR EXTENSIONS TO THIS DRAWINGS. PROJECT WITHOUT THE PRIOR WRITTEN ESPRESS ESPRESS 2. ALL WATER HOSES SHALL BE THE MINIMUM CONSENT OF STARBUCKS CORPORATION. COUNTER --- 0 0 2"ABS DWV INDIRECT WASTE LENGTH NEEDED AND SUPPORTED AS NEEDED THESE DRAWINGS AND SPECIFICATIONS ARE PIPE TO FLOOR SINK SLOPE TO AVOID STRESSING CONNECTIONS AND INTENDED TO EXPRESS DESIGN INTENT FOR A ~- � HORIZONTAL AT 1/4" PER COILING EXCESSIVE HOSE. ROUTE TO AVOID PROTOTYPICAL STARBUCKS STORE (WHICH IS I a I I b I . KINKING AND ALLOW SPACE FOR UNDER COUNTER FLOOR SUBJECT TO CHANGE AT ANYTIME)AND DO REFRIGERATOR AND ACCESS TO EQUIPMENT AND NOT REFLECT ACTUAL SITE CONDITIONS. WATER PUMP. INSTALL TO ALLOW ACCESS TO VALVES. d t NEITHER PARTY SHALL HAVE ANY OBLIGATION INTEGRAL PUMP FILTER. SEE PUMP -� _ HOLD PIPING TIGHT TO 3. ALL PIPING SHALL BE HELD TIGHT TO WALLS, MOUNT 1"" /� DRAIN NOR LIABILITY TO THE OTHER(EXCEPT STATED ATTACHMENT \ BACK SLOPED WHERE NEEDED AND ROUTED TO ALLOW ABOVE ABOVE} UNTIL A WRITTEN AGREEMENT IS ACCESS TO EQUIPMENT AND VALVES. FULLY EXECUTED BY BOTH PARTIES. 4. ROUTE HORIZONTAL PIPING A MINIMUM OF 6" FINISHED FLOOR �I d BRAIDED STAINLESS STEEL HOSE . ► U U ' BACK FLOW PREVENTION DEVICE ABOVE (SEE — STARBUCKS TEMPLATE VERSION 12017.11.03 9/16-24 UNEF COMPRESSION PUM PUM ARCHITECTURAL 6. CONNECTION 150PSIG MIN. WHERE REQUIRED. VERIFY TYPE AND FLOOR. HUB LOCATION WITH LOCAL 5. COORDINATE LOCATION AND ELEVATION OF ALL AIR GAP=2 X"d" RATING. (TYP.2) ■ ❑ F(11 IIPMFNT 1NITH f'ITHFP TRAMPS f)PIFNT P1 IMP ;€; ;_<: _ ;;%x .,.. . 112"NPT TO HOSE • ,�c I 314" iit��m.r, •-'� �r.�I—I COMPRESSION CW CW 3/4"CW S - CONNECTION "' ` - SILICONE AI& 3/4" 3/4" 1/2"H S a ° �� a.4 " GPD Engineering and Architecture 1/2" BALL VALVE(TYP. 2) . I ° �` - _ - LIFT OUT Professional Corporation AIR GAP PER ç1/2C " --4 _ _ ° FLOG CODE. • BALL VALVE @ STUB UP ` a p°. .< , ae � I_ - `- • "• - a - ALUMINUM ;,. �.�� ,: < ° ;. °, 520 SOUTH MAIN ST. SUITE 2531 AKRON, OH 44311 FLOOR P: 330.572.2100 F: 330.572.2101 SINK II� PIPE GPD PROJECT NO: 2016355.20 4 ESPRESSO MACHINE PIPING CONNECTION DETAIL FLOOR SINK DETAIL PROFFs Scale: 12"= 1'-0" Scale: 12"= 1'-0" c. ��GINE -- S/o 0 89 08PE A Cli Q • Ask, '�s °��` 06/21 /18 'l PIPE HANGER SUPPORT (ORExpiRES. 12/31/2018 LU PIPE CLAMP SUPPORT AS IY NEEDED.) ABS INDIRECT DRAIN PIPE VENT IF REQUIRED BY CODE/AHJ CONNECT TO W Y SINK/ICE BIN (SEE PLAN FOR SIZES) TO OUTSIDE (DO NOT CONNECT TO ANY CC F&I ADDITIONAL OFFSETS SEE ESPRESSO MACHINE O AS SEWER VENT) PIPING CONNECTION �j ' INDIRECT DRAINS-TRAP IF REQUIRED DETAIL MN PROVIDE CLEANOUTS IN PER CODE OR AHJ. J 8 ABS THREADED PIPE CLAMP SUPPORT AT TURNS/ENDS OF PIPE I CONDENSATE DRAINS-TRAP REQUIRED HOTCLQ COUPLING DRAIN TERMINATION INSTALL PER MANUF./CODE (& BLOCKING-NOT Tit, I— Y PIPE MATERIAL SHALL BE PER THESE 7<„,„ W I tti CLEANOUTS AT ALL CHANGES PLANS AND/OR PER CODE. USE WATER y 7/s., IN DIRECTION (OR AS �0�� DISCHARGE INTO OPEN DWV FITTINGS IF REQUIRED BY TOWER C� . U (+� P ALLOWED AREA cy p) ABS DWV FITTINGS 0111110 SLOPE PIPE PER 11- CV FINISHED CODE. DISCHARGE INTO OPEN ESP SINK �r►�,�: Q ~ �"� AREA RIGHT HAND Uj Q �`') 1 SHOWN PITCHER RINSE 2 to t �� FLOOR OF FLOOR SINK W/2"AIR (LEFT HAND 11P00, FAUCET W CL"�tr 2 p o O �O = z 0 Q CO G1 FLOOR SINK(OR FUNNEL ! / U Q U Ca 0 Q) NOTES �r.. BACKFLOW LI_ 1. F&I ALL WORK PER CODE AND AHJ REQUIREMENT EVEN IF NOT SPECIFICALLY SHOWN. III 11`. PREVENTER 0CO < Lfa TO 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS&PIPING SHALL BE MOUNTED NOTES ` `f 0 — 031 Co C� 0 OFF THE FLOOR FOR CLEANING PURPOSES. `� J 3. ALL INDIRECT DRAIN DISCHARGES SHALL OCCUR OVER CLEAR AREA OF FLOOR SINK AND 1. F&I ALL WORK PER CODE AND AHJ REQUIREMENT EVEN IF NOT SPECIFICALLY SHOWN. METERED t1 a ' NOT 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS& PIPING SHALL BE N OVER GATE. MOUNTED .� STORE #: 3366 Q4. SLOPE ALL PIPES PER CODE AND F&I TRAPPED INDIRECT DRAIN AND VENT IF REQUIRED BY OFF THE FLOOR FOR CLEANING PURPOSES. SHUT OFF PROJECT #: 11071-036 O CODE AND/OR AHJ. (NOT SHOWN) 3. ALL FLEXIBLE INDIRECT DRAIN LINES FOR APPLIANCES SHALL BE INSTALLED PER CODE/AHJ VALVE 0 ISSUE DATE: Permit 06.07.2018 DESIGN MANAGER: NEHA RENGARAJAN o SINK INDIRECT DRAIN DETAIL TYPICAL CONDENSATE/EQUIPMENT INDIRECT DRAIN DETAIL ESP SINK PIPING DETAIL LEEDOAP: PRODUCTION DESIGNER: GPD GROUP 0 Scale: 12"= 1,-0" 0 Scale: 12"= 1'-0" Scale: 12"= 1'-0" CHECKED BY: TOM CONNER a E Revision Schedule 2 Rev Date By Description (I) n a 2 SHEET TITLE: °. PLUMBING DETAILS N O O M SCALE: AS SHOWN c SHEET NUMBER: T 0 N O N P-5001 4i=le *--.. ....;,.. * _ 1 k 4 lia Q ©2017 STARBUCKS COFFEE COMPANY STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE INDIRECT LINE (�} (pj CONFIDENTIAL AND SHALL REMAIN THE SOLE FROM PREP `✓ PROPERTY OF STARBUCKS CORPORATION, SINK TO WHICH IS THE OWNER OF THE COPYRIGHT IN FLOOR SINK THIS WORK, THEY SHALL NOT BE ,a..\.._ REPRODUCED(IN WHOLE OR IN PART), SHARED r _1— WITH THIRD PARTIES OR USED IN ANY MANNER (I) ON OTHER PROJECTS OR EXTENSIONS TO THIS I I PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. o 8 3'-8" CONSENT DRAWINGS AND SPECIFICATIONS ARE 7'-6" L _ — J / / INTENDED TO EXPRESS DESIGN INTENT FOR A / / AT FLOOR LEVEL PROTOTYPICAL STARBUCKS STORE (WHICH IS 7 112 SUBJECT TO CHANGE AT ANYTIME)AND DO / 1'-3" NOT REFLECT ACTUAL SITE CONDITIONS. FILTERED NEITHER PARTY SHALL HAVE ANY OBLIGATION N DIRECT DRAIN / COLD WATER -F NOR LIABILITY TO THE OTHER (EXCEPT STATED I LINE FROM SINK. 7 1/2" SUPPLY FOR = '1 I ABOVE)UNTIL A WRITTEN AGREEMENT IS ("'� (--NI ROUGH-IN SINK / / TOWERCWATER INDIRECT DRAIN -I) 1 FULLY EXECUTED BY BOTH PARTIES. FILTERED 0 WASTE STUB AT �� LINE FROM ( COLD WATER - I 15 1/2" (395 MM) FILTERED UNDERCOUNTER I ( STARBUCKS TEMPLATE VERSION 12017.11.03 SUPPLY FOR A.F.F.AND — �� COLD WATER 1•111111=11111111=111111111111•111111111=11111•1 REFRIGERATOR I DIRECT DRAIN LINE FROM CENTERLINE OF BREWER WITH II SINK. ROUGH-IN SINK SUPPLY FOR !i!i . _i iTO FLOOR SINK. I - - -j �T SINK. Ir � Atm„„„„m„„*i„,..... . . SHUT-OFF IN WASTE STUB AT 15 1/2" INSTANT HOT I i f :. CABINET AT 24'" WAT - • - LRATHOTAND COLD (394 MM)A.F.F.AND LINE FROM DRIP \ WATER FOR 11111.14 CENTERLINE OF SINK �� ( ( ►faM �t y WITH CHAIN FOR HOT AND COLD TANK AT 16" Z IIISINK FAUCET AT WATER SUPPLY TRAYS FLOOR C I C I\ �/ 405 MM)A.F.F. 20 1/2"(520 MM) TEMPERED HOTAND GOLD SINK AS REQ'D. I 000 000 _ { , C) FOR PITCHER 0 o i GPO Engineering and Architecture , A.F.F. SHUT-OFF WATER FOR SINK FAUCET RINSER FAUCET I VALVES AT WALL AT 20 1/2" (520 MM)A.F.F. SHELVING Professional Corporation AND 4"(100 MM) SHUT-OFF VALVES AT WALL 520 SOUTH MAIN ST. SUITE 2531 EITHER SIDE OF AND 4"(102 MM) EITHER ABOVE NOTE: WORKSTATION IS TO SHARE FLOOR SINK WITHIN 10'-0"(3050 MM)ADJACENCY. AKRON, OH 44311 WASTE LINE. SIDE OF WASTE LINE. ABOVE COUNTERTOP SEE PLUMBING PLAN FOR LOCATION, P: 330.572.2100 F: 330.572,2101 GPD PROJECT NO: 2016355.20 BRW 01 -02 PLUMBING 4 ADD 02-01! PLUMBING (-5-• WATER FILLING STATION — PLUMBING 6 NIT 01 02 LUMBING �p PRQfi 41111 Scale: 3/4" 1= 0 scale: 3/4"= 1'-0" ..I scare: 3/4 1'-0" scale: 3/4" 1'-0" g S <v�� G1NER Sip ct- 89 €18PE "E rrii R G .. 7X3"(1$0MMX75MM)STUB UP *`, Ufa 1�` �� t0 g2Q co ci. PENETRATION AREA. SEE � ` = PLUMBING PLAN FOR FINAL E LOCATION. INSTALL SHUT-OFF INDIRECT DRAIN LINES FROM / 2`-5 112" / �,, :. ESPRESSO MACHINES TO VALVES BETWEEN STUB UPS -) FLOOR SINKS (FLOOR SINK) _S: 12/31/2018 LU AND EQUIPMENT. ri i - _\ F , \ t"liii't_ r r I INDIRECT DRAIN LINE FROM LU Y INDIRECT DRAIN LINE FROM 1 —L / rf 7� - r--_J---'--- �l ; I IN-USE UTENSIL RINSE SINK IN-USE UTENSIL RINSE SINK I / 0 TO FLOOR SINK I { TO FLOOR SINK COLD WATER SUPPLY FOR INDIRECT AND INSULATED L I \\ INDIRECT AND INSULATED cr IN-COUNTER RINSER AT 20 1/2" ' DRAIN LINE FROM ICE BIN / /-- F) (4---‘ DRAIN LINE FROM ICE BIN ' (520 MM)A.F.F. 0 `'' TO FLOOR SINKctl ? / / \ TO FLOOR SINK `" ;* CL I INDIRECT LINE FROM IN-COUNTER �- SEE PLUMBING PLAN FOR L / r� _ \``,--1 SEE PLUMBING PLAN FOR O FINAL FLOOR SINK ii4 (�(/)1 (�Z I 110 ,.;11 i i © j 6 6 6. ANAL FLOOR SINK co O RINSER TO FLOOR SINK L- LOCATION AND TYPE. i I1 1I LOCATION AND TYPE. V INDIRECT LINE FROM DRIP TRAY TO W I I I I- 110 011 —� - -IS —� — - — - — - — — — FLOOR SINK ' CO s_ L _I l L V ca I-L- N i= co /I SEE PLUMBING PLAN FOR FINAL \ I j„. "` _ 4) INSULATED WATER LINE FROM s� W p UNDERCOUNTER / a. � (l aj REFRIGERATOR UNDERCOUNTER S _ � FLOOR SINK LOCATION AND TYPE. — i WATER CHILLER IN B.O.H. INSTALL W � � p COORDINATE LOCATION WITH -' — _ -' / PER MANUFACTURER'S - 0 r, REFRIGERATOR �. r. UNDERGOUNTER CABINET SUPPORT LEGS. INSTRUCTIONS. Z L.L < rn Q .` U Q U © W N UNDER COUNTER �� Q CL 12'-3" 6" DIA. PVC CHASE ROUTED BELOW - rn � -� To I SLAB WITH MIN. 36"(915 MM)SWEEP. 1 0 — O CO C0 FILTERED COLD WATER TERMINATE ADJACENT TO BOH CHILLER. WJ SUPPLY FOR WATER Cl. tcc l ,_, TOWER FAUCET FILTERED COLD WATER SUPPLY N FILTERED COLD WATER /11111/111.11111111. FOR ESPRESSO MACHINES STORE #: 3366 D= SUPPLY FOR INSTANT HOT WATER TAP - .. FILTERED COLD WATER SUPPLY 4,-0„ PROJECT #: 11071-036 -ii � . {-' �- _ _ --- --- __ - -- _ FOR WATER TOWER FAUCET 1 / / ISSUE DATE: Permit 06.07.201$ ""'� _ - _ ___ AIF '\ DESIGN MANAGER: NEHA RENGARAJAN N ICE BIN1111 -L ,', ___i____--Li FILTERED COLD WATER / L D SUPPLY FOR INSTANT HOT WATER TAP ..-‘ 3111-710:1 INDIRECT LINE FROM LEEDO AP: H I �Hi DRAINBOARQ TO FLOOR CHaCKEDIBY: DESIGNER: GPQ GROUP �I� �) Mi SINK TOM CONNER tz HOT AND NON-FILTERED .1 E 7-1,'• =1= ICE BIN = z COLD WATER SUPPLY FOR filL `�� - ;� =�7 _ `�' cry '1111 III SINK FAUCE0T i HOT AND NON-FILTERED ,; w Revision Schedule fl2 ��,,,, ; I COLD WATER SUPPLY FOR - 0 ` �1� Rev Date ByDescription \ HOT AND COLD WATER FOR p co �1 SINK FAUCET U. SINK FAUCET AT 20 1/2"(520 MM) Ch —'ter _ t ��,......----..-....1-= NON-FILTERED COLD WATER ; .,•••• '-i 4 `., ir'_ ` ,`� A.F.F. SHUT-OFF VALVES AT I I , \ WALL AND 4"(100 MM) EITHER O SUPPLY FOR DIPPERWELL 1 L 0 I NON-FILTERED COLD WATER SIDE OF WASTE LINE FAUCET _ — _ _ SUPPLY FOR DIPPERWELL UNDERCOUNTER CABINET2 111111111111111M FAUCET INDIRECT ICEBINTO DRAINFLOOR LINESINK FROM FLOOR INDIRECT DRAIN LINE FROM SINK TO FLOOR SINK SHEET TITLE: CL ABOVE COUNTER _ M UNDERCOUNTER COLD WATER SUPPLY FOR PLUMBING DETAILS a REFRIGERATORS PITCHER RINSER O co co co ESP 06-01 PLUMBING BLD 01-02 PLUMBING SCALE:AS SHOWN N V Scale: 314"= 1'-0" 60 Scale: 3/4"= 1'-0" SHEET NUMBER: CD N P-5002 CO ABBREVIATIONS MECHANICAL SYMBOL LEGEND IAQ MANAGEMENT PLAN DUCTWORK AND ACCESSORIES GENERAL MECHANICAL NOTES 41M1* AFF ABOVE FINISHED FLOOR I XDURING CONSTRUCTION, CONTRACTOR SHALL COMPLY WITH LEED EQ SHEET METAL DUCTWORK 1. MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE a; 1411kk- AHJ AUTHORITIES HAVING JURISDICTION Y_ CREDIT 3.1 AND CHAPTER 3 OF SMACNA'S IAQ GUIDELINES FOR OCCUPIED SEE SPECIFICATIONS FOR SHEET METAL DUCT REQUIREMENTS. ALL GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING APPROX APPROXIMATE TYPICAL SUPPLY DUCT ;e_..-- DUCT BUILDINGS UNDER CONSTRUCTION. CONTRACTOR SHALL PERFORM AND EXPOSED DUCTWORK TO BE SPIRAL ROUND, OR RECTANGULAR LOCK- SEAM TYPE, AS SHOWN ON HVAC PLAN SHEET. ASSEMBLE AND INSTALL WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO SUBMIT ALL INFORMATION AS REQUIRED BY LEED UNDER THE SUBMITTALS REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF BLDG BUILDING , MANUAL VOLUME SECTION OF EQ CREDIT 3.1 AND OTHER SECTIONS. IF HVAC SYSTEM IS TO DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR WORK. TYPICAL RETURN OR DAMPER BE USED DURING CONSTRUCTION, INSTALL MERV 8 FILTERS AT EACH ACHIEVING AIR TIGHT(5% LEAKAGE)AND NOISELESS(NO OBJECTIONABLE EXHAUST DUCT CO2 CARBON DIOXIDE UP/DN RETURN AIR GRILL AND COMPLY WITH SMACNA'S GUIDELINES NOISE)SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT 4 AI CD CEILING DIFFUSER I m BACK DRAFT REFERENCED BELOW. FURNISH AND INSTALL ALL REQUIRED DAMPERS, TRANSITIONS, OR ARRANGEMENT OF SYSTEM(S). FURNISH & INSTALL ALL CLG CEILING re TURNING CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE O CONST CONSTRUCTION COMPLETE OPERATING SYSTEM. NO VARIATION OF DUCT A COMPLETE AND OPERATING SYSTEM. /�y CXA COMMISSIONING AGENT © V SMOKE CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION 2017 STARBUCKS COFFEE COMPANY EF-1 EQUIPMENT I ENERGY MANAGEMENT SYSTEM (EMS) FROM THE ENGINEER. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING DEG DEGREES © 4 COMBINATION CLEARANCES REQUIRED BY OTHER TRADES,AND NOTIFY STARBUCKS COFFEE DNM STARBDOWN UCKS DESIGN MANAGER THERMOSTAT SMOKE AND FIRE DUCT SEALANT STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES DAMPER THE GENERAL CONTRACTOR SHALL INSTALL THE<INSERT EMS SYSTEM> SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS PER SPECIFICATIONS. PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO COMPANY DTL DETAIL SPIN-IN TAKE-OFF PRIOR TO LAST WEEK OF CONSTRUCTION. IF NEEDED, INSTALL COVER ALL FIELD JOINTS, JOINTS AROUND SPIN-IN FITTINGS, AND THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. DWG(S) DRAWING(S) 0 THERMOSTAT SENSOR �� AND VOLUME TEMPORARY THERMOSTATS AND SENSORS, AND ROUTE ALL LOW FASTENING SCREWS WITH MASTIC. ALL DIMENSIONS TO BE TAKEN FROM ACTUAL BUILDING 2401 UTAH AVENUE SOUTH �I DAMPER VOLTAGE WIRING THROUGH EC PROVIDED CONDUITS(COORDINATE WITH DIMENSIONS. SEATTLE, WASHINGTON 98134 EA EACH ELECTRICAL). SUPPORTS (206) 318-1575 EC ELECTRICAL CONTRACTOR ---- -- SUPPLY AIR Q UNDERCUT PROVIDE FASTENERS, ANCHORS, RODS, STRAPS, TRIM,AND ANGLES FOR 4. THE MECHANICAL CONTRACTOR SHALL COORDINATE HVAC WORK ECP EQUIPMENT CONTROL PAC GENERAL CONTRACTOR TO PROVIDE ONE PERMANENT THERMOSTAT AND SUPPORT OF DUCTWORK. SUPPORTS MUST COMPLY WITH LOCAL WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND THESE DRAWINGS AND SPECIFICATIONS ARE EG EXHAUST GRILLES RETURN AIR CONNECT TO REMOTE SENSOR PER HVAC UNIT. LOCATE AND MOUNT THERMOSTAT(S) REGULATIONS AND CODE. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ALL OTHER NS CONFIDENTIAL AND SHALL REMAIN THE SOLE ELEC ELECTRICAL AND SENSORS) PER THE DRAWINGS. PROVIDE THERMOSTAT DOR DIMENSIONEDRAWINGS. SEE LOCATIONS SCHITECTURAL I AND MOUNTING HEIGHTSNGS AND OPROPERTY OF CORPORATION, EM EMERGENCY IDENTIFICATION LABELS PER SPECIFICATION REQUIREMENTS. DAMPERSWHICH IRS THOE OWNER STARBUCKSOF THEC COPYRIGHT , EMS ENERGY MANAGEMENT SYSTEM INDICATES UNLINED 12"X 8"O.D. SHEETMETAL PROVIDE VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS WHERE EXPOSED. SEE SPECIFICATION SHEETS FOR MECHANICAL THIS THEY NOT BE N EXIST EXISTING on 12 X 8 5 1ST FIGURE= SIDE SHOWN GENERAL CONTRACTOR TO PROGRAM, START-UP AND COMMISSION AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN, AND EXHAUST SPECIFICATION SECTIONS REPRODUCED WORK.N WHOLEHESHALLOR N PART), SHARED EXT EXTERIOR 2ND FIGURE= SIDE NOT SHOWN CONTROL SYSTEM. GENERAL CONTRACTOR IS TO COMPLETE FINAL DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. PROVIDE UL THIRD PARTIES OR USED IN ANY MANNER CONNECTION AFTER DATA RACK AND NETWORK INSTALLATION. GENERAL LISTED FIRE OR FIRE/SMOKE DAMPERS WHERE REQUIRED AND IN 5. NEW DUCTWORK AND EQUIPMENT SHALL NOT BE INSTALLED WITH OTHER PROJECTS OR EXTENSIONS AO NER F&I FURNISH & INSTALL INDICATED 14"X 10" O.D. SHEETMETAL W/ CONTRACTOR IS TO CONTACT EMS VENDOR TO VERIFY SYSTEM ACCORDANCE WITH NFPA AND LOCAL CODES. PROVIDE CONVENIENTLY WHERE IT OBSTRUCTS ANY EXISTING OR NEW AREAS THAT FLR FLOORTHIS 12 X 8 S 1"SOUNDLINER (U.N.0), 12"X 8" I.D. NET OPERATION AND TROUBLESHOOT IF REQUIRED. LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING REQUIRE ACCESS. PROJECT WITHOUT THE PRIOR WRITTEN FT FOOT/FEET THE DAMPERS. PROVIDE MOTORIZED DAMPERS AT ALL INTAKE& EXHAUST CONSENT OF STARBUCKS CORPORATION. BUILDING OPENINGS. COORDINATE WITH OTHER TRADES FOR ACCESS THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A G GAS PIPING 5 FLEXIBLE DUCT PANELS, POWER AND FIRE ALARM INTERFACES. SEE SPECIFICATIONS FOR GC GENERAL CONTRACTOR FURTHER REQUIREMENTS. GENERAL NOTES PSUBJECT TOCHANG ATANYTIME)ROTOTYPICAL STARBUCKS STORE(AN DOWHICH S HHR VAC HEATING, VENTILATION,AIR CONDITIONING ,f`l`I,�,�,�,�,�,�,�,�,�`�,�,�,�,�,�, FLEXIBLE DUCT GRILLES, REGISTERS,AND DIFFUSERS NOT REFLECT ACTUAL SITE CONDITIONS. GRILLES, REGISTERS,AND DIFFUSERS SHALL BE AS SPECIFIED AND SHALL SCOPE NEITHER PARTY SHALL HAVE ANY OBLIGATION BE MECHANICAL CONTRACTOR SUPPLIED, UNLESS OTHERWISE NOTED. THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS IS TO PROVIDE NOR LIABILITY TO THE OTHER (EXCEPT STATED I.D. INSIDE DIAMETER DIFFUSERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS AND A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE ABOVE) UNTIL A WRITTEN AGREEMENT IS IAQ INDOOR AIR QUALITY 12" NECK SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MECHANICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, AND FULLY EXECUTED BY BOTH PARTIES. CD-1 400 DESIGN CFM (WHERE MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. LCP LIGHTING CONTROL PANEL INSTALLATION IN THE TYPE OF CEILING AND WALLS USED IN THIS PROJECT. STARBUCKS TEMPLATE VERSION 12017.11.03 LL LANDLORD \ � DIFFUSER TYPE(REFER SITE EXAMINATION LV LOW VOLTAGE I THERMAL INSULATION THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED MAX MAXIMUM BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE MC MECHANICAL CONTRACTOR . __> CEILING DIFFUSER (FLOW ARROWS CODE REQUIREMENTS OR ASHRAE 90.1-2004, WHICHEVER IS MORE PROPER INSTALLATION OF THE MECHANICAL WORK. MECH MECHANICAL IP. II SHOWN ONLY IF AIR FLOW NOT MEP MECHANICAL, ELECTRICAL AND PLUMBING ANSTRINGENT. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AIR DUCTS, MFG MANUFACTURER \ NODT EXN TERNALLY INSULATE EXPOSED DUCTWORK AND PORTIONS OFD PORTIONS OF SUPPLY AND RETURN AIR DUCTS. DO WHERE PIPES AND DUCTS PENETRATE WALL, SEAL OPENINGS TO ® I1 �Ii L'1lfl dllf�ACC�II$1'Oflll°i' MIN MINIMUM \\ 4-� CEILING RETURN/EXHAUST DUCTWORK THAT ARE INTERNALLY LINED WITH CODE REQUIRED PREVENT AIR TRANSFER BETWEEN SPACES. USE FIRE RATED SEALANTS ProfesSIonaI Corporati�rt NTS NOT TO SCALE CONTROLS AND OPERATION NOTES POSSIBILITY OFCONDENSATION. INTERNALLY INSULATE EXTERIORS. INTERNALLY INSULATE EXPOSED SUPPLY DUCTWORK AROUND ON ALL IALL PRE IPES AND DUCTS PENETRATING FIRE SEPARPARATION PENETRATIONS, INCLUDING OATIONS WITH S. SEAL 520 SOUTH MAIN R SUITE 2531 DUCTWORK PER CODE, NON-COMBUSTIBLE PACKING RETAINED BY METAL COLLARS. THE AKRON, OH 44311 O.D. OUTSIDE DIMENSION ASSEMBLY SHALL BE APPROVED BY STATE FIRE MARSHALL. P: 330.572.2100 F: 330.572.2101 OSA OUTSIDE AIR THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ACOUSTICAL DUCT LINER GPD PROJECT NO: 2016355.20 FOLLOWING COMPONENTS: UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1"(25MM) STANDARDS REF REFERENCE ACOUSTICAL DUCT LINER IN SUPPLY AND RETURN DUCTWORK WITHIN 10'- EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE APPROPRIATE REQ'D REQUIRED CONTROL WIRING 0" (305CM) OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. PROVISIONS OF CSA, ULC, ARL, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ,Eo PR op, REV REVISION THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROLss, INCREASE DUCT SIZE INDICATED ON PLANS AS NEEDED TO ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. �`, GINE O RT ROOFTOP WIRING IN CONDUIT NECESSARY FOR THE COMPLETE AND PROPER ACCOMMODATE LINER. LINER TO BE PROVIDED AND FASTENED TO DUCT w qtr\ 'A p OPERATING TEMPERATURE CONTROL SYSTEM INCLUDING ALL WITH MECHANICAL LINER FASTENERS IN ACCORDANCE WITH SMACNA AND CODES a- r SF SQUARE FEET MODES OF OPERATION AND INTERLOCK. SPECIFICATION REQUIREMENTS. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL 7' 89 OPE r SHT SHEET APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE SPECS SPECIFICATION(S) EXHAUST FANS FLEXIBLE DUCTWORK OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE • R G , ° r N SST STAINLESS STEEL RESTROOM EXHAUST FAN(S)TO BE OPERATED IN CONJUNCTION FLEXIBLE DUCT WORK SHALL ONLY BE INSTALLED AS SHOWN IN PLAN AND CODES AND ORDINANCES, USE WHICHEVER IS MORE STRINGENT. THE u) WITH STORE HOURS UNLESS OTHERWISE NOTED OR APPROVED OR ••. 'd? �0' CO NOT ABOVE HARD LID CEILINGS. FLEXIBLE DUCTWORK SHALL NOT EXCEED MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS ASA 9 2d Q.. TEMP TEMPORARY AS REQUIRED BY JURISDICTION (COORDINATE WITH ELECTRICAL). 5'-0"(152CM) IN LENGTH AND TWO 45° ELBOWS. IT SHALL BE PULLED TAUT MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. �Om. tAh � 06/21 /18 E TYP TYPICAL AND APPROPRIATELY FASTENED TO RIGID BRANCH DUCT&DIFFUSER. THERMOSTAT BENDS SHALL BE MINIMIZED AND WHERE NEEDED BE A FULL RADIUS BEND. PERMITS AND FEES UNO UNLESS NOTED OTHERWISE PERMANENT THERMOSTAT(S)AND REMOTE SENSOR(S)SHALL BE : 12/31/2018 LU FURNISHED AND INSTALLED PER LEASE. ONE THERMOSTAT AND SUPPORT BANDS SHALL BE INSTALLED SO AS TO NOT CRIMP FLEX DUCT. THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL HANDLING UNIT. MOUNT FLEXIBLE DUCTWORK SHALL MEET SPECIFICATION REQUIREMENTS. PERMITS, FEES,AND INSPECTIONS NECESSARY TO COMPLETE THE WH WATER HEATER SENSOR IS PROVIDED FOR EACH AIR - Q MECHANICAL WORK. IWSHP WATER SOURCE HEAT PUMP THERMOSTAT(S)AND SENSOR(S) IN LOCATION & HEIGHT AS i , ' INCUBATED ON DRAWINGS. MECHANICAL CONTRACTOR TO PROVIDE WARRANTY 1.1J Y THERMOSTAT IDENTIFICATION LABELS PER SPECIFICATION THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT O REQUIREMENTS. REFER TO THERMOSTAT SETUP INSTRUCTIONS HVAC EQUIPMENT AND MATERIALS ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP BELOW FOR ADDITIONAL REQUIREMENTS. FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL ACCEPTANCE N THERMOSTAT SETUP INSTRUCTIONS AIR HANDLING UNITS BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK __I 0 PROVIDE THE FOLLOWING SETUP AND PROGRAMMING ON THE AIR HANDLING UNITS SHALL BE AS SPECIFIED IN THE MECHANICAL PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING SCHEDULE AND SHALL BE FURNISHED AND INSTALLED PER THE LEASE WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS Q. HONEYWELL TH8320U THERMOSTAT. AGREEMENT. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR AND WORKMANSHIP. I- . - N 1. FOLLOW INSTRUCTIONS IN THE MANUAL WHICH COMES COORDINATING DELIVERY, PROVIDING COMPLETE INSTALLATION L WITH THE THERMOSTAT. T CO 2. CONFIGURE AS FOLLOWS: INCLUDING CURBS, PIPING, VIBRATION ISOLATION,AND NECESSARY LEED i A. DEGREES"F"DISPLAY ACCESSORIES,AND PROVIDING WARRANTY. ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET LEED o M B. 12 HOUR CLOCK REQUIREMENTS&CODE. IN CASE OF CONFLICT, THE HIGHER STANDARD CV CO C. CONTINUOUS FAN OPERATION IN OCCUPIED FILTERS L- (V MODE IF OPERATING HVAC DURING CONSTRUCTION, PROVIDE THREE (3)SETS - N. M D. DISABLE KEYBOARD PROGRAMMING OF 2"(51MM)MERV6 PLEATED DISPOSABLE FILTERS(OR HIGHER RATING f!1 C) 3. SET TIME AND DATE. IF REQUIRED BY LEED). USE ONE SET UNTIL COMPLETION OF 2 W Q 4. SET TO DISPLAY CURRENT TEMPERATURE. CONSTRUCTION. INSTALL ONE SET AT COMPLETION OF CONSTRUCTION LANDLORD REQUIREMENTS w �- co (PRIOR TO TAB)AND DELIVER ONE SET OF MERV13 FILTERS TO 0 5. SET OCCUPIED START TIME AT 30 MIN. BEFORE OPENING. STARBUCKS LABELED TO DENOTE THEIR RESPECTIVE d p SET UNOCCUPIED START TIME AT 30 MIN.AFTER CLOSING. AIR HANDLING UNIT. PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD/ Z Et < (1) 0 r VERIFY HOURS WITH STORE MANAGER OR CONSTRUCTION MANAGER. BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS/ T < U - wa) EXHAUST FANS SPECIFICATIONS. IF LANDLORD/BUILDING OWNER DOES HAVE 6. SET POINTS SHALL BE AS FOLLOWS OR AS APPROPRIATE W W II FOR CLIMATE: EXHAUST FANS SHALL BE AS SPECIFIED AND PROVIDED PER THE LEASE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR -7 C0 W up A. OCCUPIED (5° F DEADBAND) (3°C DEADBAND) AGREEMENT. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR WITH REQUIREMENTS/SPECIFICATIONS AND ADHERE TO THEM. WHERE 0 —r 0 0 v I. HEATING: 70°F(21°C) COORDINATING DISCHARGE LOCATION WITH NEW AND EXISTING VENTS LANDLORD/BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT a I--• CL I— o II. COOLING:TING: 75°F(24°C) AND INTAKES, PROVIDING COMPLETE INSTALLATION INCLUDING CURBS, THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER). _J B. UNOCCUPIED BACKDRAFT DAMPER, DUCTWORK FROM RESTROOM GRILLE TO UNIT, LANDLORD/BUILDING OWNER REQUIREMENTS SHALL GOVERN. N I. HEATING: 60°F(15°C) NECESSARY ACCESSORIES AND PROVIDING WARRANTY. STORE #: 3366 cc II. COOLING: 78°F(25°C) AIR CURTAINS PROJECT #: 11071-036 a 7. SET TWO(2) HOUR OCCUPIED OVERRIDE FUNCTION TO AIR CURTAINS,WHEN REQUIRED, SHALL BE FURNISHED BY OWNER WITH PROVIDE THE FOLLOWING SET POINT OVERRIDES: ISSUE DATE: Permit 06.07.2018 to A. HEATING: +2° F(1°C) WINDOW UNIT FROM READY-ACCESS AND INSTALLED BY THE GENERAL DESIGN MANAGER: NEHA RENGARAJAN Q CONTRACTOR. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LEEDOAP: LOCATION OF POWER CONNECTION. PRODUCTION DESIGNER: GPD GROUP {B CHECKED BY: TOM CONNER cc NATURAL GAS PIPING a. PROVIDE NATURAL GAS PIPING FROM GAS COMPANY METER TO EACH TESTING, ADJUSTING, BALANCING PIECE OF EQUIPMENT OR APPLIANCES IN ACCORDANCE WITH CODE AND Revision Schedule SPECIFICATIONS. PRESSURE REGULATORS FOR MEDIUM PRESSURE SYSTEMS SHALL BE VENTED TO THE OUTDOORS. PROVIDE PIPING Rev Date By Description INDEPENDENT AIR BALANCE CONTRACTOR OR QUALIFIED MECHANICAL SUPPORT BLOCKING ON ROOF, COMPATIBLE WITH ROOFING SYSTEM. D CONTRACTOR SHALL ACCURATELY BALANCE THE SUPPLY, RETURN AND U OUTSIDE AIR(INCLUDING EXHAUST FAN(S))AND HYDRONIC(WHERE BRACING AND ANCHORING APPLICABLE)SYSTEMS TO PROVIDE AIR AND WATER QUANTITIES INDICATED ALL MECHANICAL EQUIPMENT, FIXED OR FLEXIBLY MOUNTED, SHALL BE ON THE DRAWINGS AND IN THIS SPECIFICATION. BALANCER SHALL BE BRACED OR ANCHORED TO COMPLY WITH LOCAL CODES. , QUALIFIED FOR TAB WORK PER NEBB OR AABC STANDARDS. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS. SUBMIT TWO (2) M COPIES OF THE BALANCE REPORT TO THE ENGINEER AND COMMISSIONING SHEET TITLE: CL AGENT FOR APPROVAL. INCLUDE A COPY OF THE BALANCE REPORT AS MECHANICAL NOTES c4 APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT u7 6i PAYMENT. N d SCALE:AS SHOWN co a SHEET NUMBER: N 0 N M-0001 4=114 HEATING, VENTILATING AND AIR CONDITIONING HEATING, VENTILATING AND AIR CONDITIONING HEATING, VENTILATING AND AIR CONDITIONING HEATING, VENTILATING AND AIR CONDITIONINGjk ; *- SECTION 230519-METERS AND GAGES FOR HVAC PIPING SECTION 230593-TESTING,ADJUSTING,AND BALANCING FOR HVAC SECTION 230800-COMMISSIONING OF HVAC SECTION 233300-AIR DUCT ACCESSORIES 1.1 PRODUCTS 1.1 SUMMARY 1.1 COMMISSIONING PROCESS ACTIVITIES 1.1 QUALITY ASSURANCEi k A. LIQUID-IN-GLASS THERMOMETERS: A. TAB FOR THE FOLLOWING: A. TESTING PREPARATION A. INSTALLATION STANDARDS: NFPA 90A, NFPA 908,AND SMACNA'S"HVAC DUCT 1. COMPACT-STYLE, LIQUID-IN-GLASS THERMOMETERS: 1. BALANCING AIR SYSTEMS: 1. CERTIFY THAT HVAC&R SYSTEMS, SUBSYSTEMS,AND EQUIPMENT HAVE BEEN CONSTRUCTION STANDARDS-METAL AND FLEXIBLE." a. CASE: CAST ALUMINUM;6-INCH SIZE. a. CONSTANT-VOLUME AIR SYSTEMS. INSTALLED, CALIBRATED, AND STARTED AND ARE OPERATING ACCORDING TO B. MOTORIZED AND NON-MOTORIZED DAMPERS USED FOR OUTSIDE AIR INTAKES, b. CASE FORM: BACK ANGLE. b. DUAL-DUCT SYSTEMS. THE CONTRACT DOCUMENTS. EXHAUST AND PRESSURE RELIEF(INCLUDING THOSE WITHIN PACKAGED HVAC 4if lb c. TUBE: GLASS WITH MAGNIFYING LENS AND BLUE ORGANIC LIQUID. c. VARIABLE-AIR-VOLUME SYSTEMS. 2. CERTIFY THAT HVAC&R INSTRUMENTATION AND CONTROL SYSTEMS HAVE BEEN EQUIPMENT)SHALL HAVE A MAXIMUM AIR LEAKAGE VALUE PER THE ENERGY d. TUBE BACKGROUND: NONREFLECTIVE ALUMINUM WITH ETCHED SCALE IN d. MULTIZONE SYSTEMS. COMPLETED AND CALIBRATED, THAT THEY ARE OPERATING ACCORDING TO THE CODE OR ASHRAE 90.1 WHEN TESTED PER AMCA STD. 500. d DEG F. e. INDUCTION-UNIT SYSTEMS. CONTRACT DOCUMENTS,AND THAT PRETEST SET POINTS HAVE BEEN Q 2017 STARBUCKS COFFEE COMPANY B. DUCT-THERMOMETER MOUNTING BRACKETS: FLANGED BRACKET, FOR 2. TAB EQUIPMENT: RECORDED. 1.2 PRODUCTS C. THERMOWELLS: a. HEAT EXCHANGERS. 3. CERTIFY THAT TESTING,ADJUSTING,AND BALANCING PROCEDURES HAVE BEEN A. BACKDRAFT AND PRESSURE RELIEF DAMPERS: MULTIPLE BLADE, PARALLEL ACTION, 1. MATERIAL FOR USE WITH COPPER TUBING: CNR. b. MOTORS. COMPLETED AND THAT TESTING,ADJUSTING,AND BALANCING REPORTS HAVE GRAVITY BALANCED WITH RETURN SPRINGS. STARBUCKS COFFEE 2. MATERIAL FOR USE WITH STEEL PIPING: CSA. c. CONDENSING UNITS. BEEN SUBMITTED, DISCREPANCIES CORRECTED, AND CORRECTIVE WORK B. BAROMETRIC RELIEF DAMPERS: HORIZONTAL OR VERTICAL MOUNTING; MULTIPLE 3. TYPE: STEPPED SHANK UNLESS STRAIGHT OR TAPERED SHANK IS INDICATED. d. HEAT-TRANSFER COILS. APPROVED. BLADE, PARALLEL ACTION, GRAVITY BALANCED WITH RETURN SPRINGS. COMPANY 4. HEAT-TRANSFER MEDIUM: MIXTURE OF GRAPHITE AND GLYCERIN. 3. TAB EXISTING SYSTEMS AND EQUIPMENT. 4. SET SYSTEMS, SUBSYSTEMS, AND EQUIPMENT INTO OPERATING MODE TO BE C. MANUAL VOLUME DAMPERS: MULTIPLE AND SINGLE BLADE, PARALLEL-BLADE D. PRESSURE GAGES: 4. SOUND TESTS. TESTED(E.G., NORMAL SHUTDOWN, NORMAL AUTO POSITION, NORMAL MANUAL DESIGN,WITH LINKAGE OUTSIDE AIRSTREAM. 2401 UTAH AVENUE SOUTH 1. DIRECT-MOUNTED, METAL-CASE, DIAL-TYPE PRESSURE GAGES: 5. VIBRATION TESTS. POSITION, UNOCCUPIED CYCLE, EMERGENCY POWER,AND ALARM 1. STANDARD, STEEL, MANUAL VOLUME DAMPERS. SEATTLE, WASHINGTON 98134 a. CASE: LIQUID-FILLED SEALED TYPE(S); CAST ALUMINUM OR DRAWN STEEL; 6. DUCT LEAKAGE TESTS. CONDITIONS). 2. STANDARD,ALUMINUM, MANUAL VOLUME DAMPERS. (206) 318-1575 4-1/2-INCH DIAMETER. 7. CONTROL SYSTEM VERIFICATION. 5. INSPECT AND VERIFY THE POSITION OF EACH DEVICE AND INTERLOCK 3. LOW-LEAK, STEEL, MANUAL VOLUME DAMPERS. b. PRESSURE-ELEMENT ASSEMBLY: BOURDON TUBE UNLESS OTHERWISE IDENTIFIED ON CHECKLISTS. 4. LOW-LEAK,ALUMINUM, MANUAL VOLUME DAMPERS. THESE DRAWINGS AND SPECIFICATIONS ARE INDICATED. 1.2 QUALITY ASSURANCE 6. CHECK SAFETY CUTOUTS,ALARMS,AND INTERLOCKS WITH SMOKE CONTROL D. CONTROL DAMPERS: PARALLEL-BLADE DESIGN; GALVANIZED-STEE FRAME AND CONFIDENTIAL AND SHALL REMAIN THE SOLE c. PRESSURE CONNECTION: BRASS,WITH NPS 1/4,ASME B1.20.1 PIPE A. ASHRAE COMPLIANCE: APPLICABLE REQUIREMENTS IN ASHRAE 62.1, AND LIFE-SAFETY SYSTEMS DURING EACH MODE OF OPERATION. BLADES. PROPERTY OF STARBUCKS CORPORATION, THREADS AND BOTTOM-OUTLET TYPE UNLESS BACK-OUTLET TYPE IS SECTION 7.2.2-"AIR BALANCING." 7. TESTING INSTRUMENTATION: INSTALL MEASURING INSTRUMENTS AND LOGGING E. CEILING RADIATION DAMPERS: REPLACEABLE HEAT-RESPONSIVE DEVICE. WHICH IS THE OWNER OF THE COPYRIGHT IN INDICATED. B. ASHRAE/IESNA COMPLIANCE:APPLICABLE REQUIREMENTS IN DEVICES TO RECORD TEST DATA AS DIRECTED BY THE CXA. F. FLANGE CONNECTORS. THIS WORK. THEY SHALL NOT BE d. DIAL: NONREFLECTIVE ALUMINUM WITH ETCHED SCALE IN PSI. ASHRAE/IESNA 90.1, SECTION 6.7.2.3-"SYSTEM BALANCING." 8. PROVIDE FOR ANY ADDITIONAL TESTING AND SUPPORT AS MAY REQUIRED BY G. TURNING VANES: SINGLE-BLADE, GALVANIZED SHEET STEEL. REPRODUCED(IN WHOLE OR IN PART), SHARED e. WINDOW: GLASS. LOCAL AUTHORITIES AND THE COMMISSIONING AGENT. H. REMOTE DAMPER OPERATORS. WITH THIRD PARTIES OR USED IN ANY MANNER f. RING: METAL. 1.3 EXECUTION B. REQUIRED COMMISSIONING DOCUMENTATION: I. DUCT-MOUNTED ACCESS DOORS: DOUBLE WALL, RECTANGULAR, GALVANIZED ON OTHER PROJECTS OR EXTENSIONS TO THIS g. ACCURACY: GRADE A, PLUS OR MINUS 1 PERCENT OF MIDDLE HALF OF A. TOLERANCES: PLUS OR MINUS 10 PERCENT OF DESIGN VALUES. 1. SUBMITTALS DELIVERY AND REVIEW PLAN. SHEET STEEL WITH INSULATION. PROJECT WITHOUT THE PRIOR WRITTEN SCALE RANGE. B. FINAL REPORT: PREPARE A CERTIFIED WRITTEN REPORT; TABULATE AND DIVIDE 2. IDENTIFICATION OF INSTALLED SYSTEMS, ASSEMBLIES, EQUIPMENT,AND J. PRESSURE RELIEF ACCESS DOORS: SINGLE WALL. CONSENT OF STARBUCKS CORPORATION. E. GAGE ATTACHMENTS: THE REPORT INTO SEPARATE SECTIONS FOR TESTED SYSTEMS AND BALANCED COMPONENTS. K. FLEXIBLE CONNECTORS: INDOOR AND OUTDOOR, HIGH TEMPERATURE. THESE DRAWINGS AND SPECIFICATIONS ARE 1. SNUBBERS: BRASS; WITH NPS 1/4, AND PISTON-TYPE SURGE-DAMPENING SYSTEMS. INCLUDE THE FOLLOWING: 3. CONSTRUCTION CHECKLISTS. L. FLEXIBLE DUCTS: INSULATED. INTENDED TO EXPRESS DESIGN INTENT FOR A DEVICE. INCLUDE EXTENSION FOR USE ON INSULATED PIPING. 1. GENERAL PROJECT DATA 4. CERTIFICATE OF COMPLETION. M. DUCT SECURITY BARS. PROTOTYPICAL STARBUCKS STORE (WHICH IS 2. SIPHONS: LOOP-SHAPED SECTION OF BRASS PIPE WITH NPS 1/4 PIPE 2. SYSTEM DIAGRAMS 5. CERTIFICATE OF READINESS. N. DUCT ACCESSORY HARDWARE. SUBJECT TO CHANGE AT ANYTIME)AND DO THREADS. 3. AIR-HANDLING-UNIT TEST REPORTS 6. TEST AND INSPECTION REPORTS AND CERTIFICATES. NOT REFLECT ACTUAL SITE CONDITIONS. 3. VALVES: BRASS BALL, WITH NPS 1/4, PIPE THREADS. 4. APPARATUS-COIL TEST REPORTS 7. CORRECTIVE ACTION DOCUMENTS. END OF SECTION 233300 NEITHER PARTY SHALL HAVE ANY OBLIGATION 5. FAN TEST REPORTS 8. VERIFICATION OF TESTING, ADJUSTING, AND BALANCING REPORTS. NOR LIABILITY TO THE OTHER (EXCEPT STATED END OF SECTION 230519 6. DUCT TRAVERSE REPORTS 9. PROVIDE ANY ADDITIONAL DOCUMENTATION AS MAY BE REQUIRED BY ABOVE) UNTIL A WRITTEN AGREEMENT IS 7. INSTRUMENT CALIBRATION REPORTS LOCAL AUTHORITIES AND THE COMMISSIONING AGENT. HEATING, VENTILATING AND AIR CONDITIONING FULLY EXECUTED BY BOTH PARTIES. C. INSPECTIONS: RANDOM CHECKS BY CONSTRUCTION MANAGER TO VERIFY HEATING, VENTILATING AND AIR CONDITIONING FINAL TAB REPORT. END OF SECTION 230800 SECTION 233713-DIFFUSERS, REGISTERS,AND GRILLES STARBUCKS TEMPLATE VERSION 12017.11.03 SECTION 230548 -VIBRATION AND SEISMIC CONTROLS FOR HVAC END OF SECTION 230593 1.1 PRODUCTS HEATING, VENTILATING AND AIR CONDITIONING A. SEE MECHANICAL SCHEDULE FOR SPECIFIC DIFFUSERS, REGISTERS, AND GRILLES. 1.1 COMPONENTS B. DIFFUSERS: METAL CONSTRUCTION, EXCEPT USE ALUMINUM MATERIAL WHEN IN r ' `>_>__;;::;,. A. VIBRATION ISOLATORS: HEATING, VENTILATING AND AIR CONDITIONING SECTION 233113 -METAL DUCTS DAMP AREAS. 1. OPEN-SPRING ISOLATORS: FREESTANDING, LATERALLY STABLE. 2. RECTANGULAR AND SQUARE CEILING DIFFUSERS, FIXED POSITION. 2. PIPE-RISER RESILIENT SUPPORT: ALL-DIRECTIONAL,ACOUSTICAL PIPE ANCHOR. SECTION 230713 -DUCT INSULATION 1.1 MATERIALS 3. LOUVER FACE DIFFUSERS. 3. RESILIENT PIPE GUIDES. A. SINGLE-WALL RECTANGULAR DUCTS AND FITTINGS: COMPLY WITH SMACNA'S"HVAC 4. LINEAR BAR DIFFUSERS WITH NARROW CORE SPACING ARRANGEMENT. ..iie:L‘b. 4. RESTRAINED-AIR-SPRING ISOLATORS: FREESTANDING, SINGLE OR MULTIPLE, 1.1 QUALITY ASSURANCE DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE" BASED ON INDICATED C. REGISTERS AND GRILLES: METAL CONSTRUCTION, EXCEPT USE ALUMINUM GPD Engineering and Architecture A. SURFACE-BURNING CHARACTERISTICS: FLAME-SPREAD INDEX OF 25,AND STATIC-PRESSURE CLASS UNLESS OTHERWISE INDICATED. e COMPRESSED-AIR BELLOWS WITH VERTICAL-LIMIT STOP RESTRAINT. SMOKE-DEVELOPED INDEX OF 50 FOR INSULATION INSTALLED INDOORS; OR 75,AND B. SINGLE-WALL ROUND[AND FLAT-OVAL] DUCTS AND FITTINGS: COMPLY WITH MATERIAL WHEN IN DAMP AREAS. Professional Corporation 5. ELASTOMERIC HANGERS. 1. ADJUSTABLE BAR REGISTERS AND GRILLES. 6. SPRING HANGERS: COMBINATION COIL-SPRING AND ELASTOMERIC-INSERT SMOKE-DEVELOPED INDEX OF 150 FOR INSULATION INSTALLED OUTDOORS; SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE", 2. FIXED FACE REGISTERS. 520 SOUTH MAIN ST. SUITE 2531 HANGERS WITH SPRING AND INSERT IN COMPRESSION AND WITH VERTICAL- ACCORDING TO ASTM E 84. CHAPTER 3, "ROUND, OVAL,AND FLEXIBLE DUCT", BASED ON INDICATED STATIC- AKRON, OH 44311 LIMIT STOP. B. ADHESIVES:VOC CONTENT OF 50 G/L OR LESS FOR INDOOR APPLICATIONS. PRESSURE CLASS UNLESS OTHERWISE INDICATED. SPIRAL ROUND OR SPIRAL END OF SECTION 233713 P: 330.572.2100 F: 330.572.2101 B. SEISMIC RESTRAINT DEVICES: C. MINIMUM INSULATION VALUE OF R-6. OVAL DUCTS SHALL BE USED WHERE EXPOSED. GPD PROJECT NO: 2016355.20 1. SNUBBERS: WELDED STRUCTURAL-STEEL SHAPES AND REPLACEABLE C. SHEET METAL MATERIALS: RESILIENT ISOLATION WASHERS AND BUSHINGS. 1.2 DUCT INSULATION SCHEDULE, GENERAL 1. GALVANIZED SHEET STEEL. 2. RESTRAINT CHANNEL BRACINGS: MFMA-4 SHOP-OR FIELD-FABRICATED A. PLENUMS AND DUCTS REQUIRING INSULATION: 2. FINISHES FOR SURFACES EXPOSED TO VIEW: MILL PHOSPHATIZED. 1. INDOOR, CONCEALED SUPPLY AND OUTDOOR AIR. D. DUCT LINER: ��) PRoF BRACING ASSEMBLIES. `� 2. INDOOR, EXPOSED SUPPLY(WHERE POSSIBILITY OF CONDENSATION). 1. •FIBROUS GLASS, TYPE I, FLEXIBLE. ��• OtNE ,'o 3. RESTRAINT CABLES:ASTM A 492 STAINLESS-STEEL CABLES. 3. INDOOR, CONCEALED RETURN LOCATED IN UNCONDITIONED SPACE. o F,i, ti 4. HANGER-ROD STIFFENER: [TEEL TUBE OR STEEL SLOTTED-SUPPORT-SYSTEM 4. INDOOR, EXPOSED RETURN LOCATED IN UNCONDITIONED SPACE. a. WATER-BASED LINER ADHESIVE:VOC CONTENT OF 80 G/L OR LESS FOR 7f SLEEVE WITH INTERNALLY BOLTED CONNECTIONS TO HANGER ROD. INTERIOR APPLICATIONS. 89 08PE 4.1.,, 5. RESILIENT ISOLATION WASHERS AND BUSHINGS: ONE-PIECE, MOLDED, OIL-AND 5. INDOOR, CONCEALED EXHAUST BETWEEN ISOLATION DAMPER AND 2. FLEXIBLE ELASTOMERIC. i'' WATER-RESISTANT NEOPRENE, WITH A FLAT WASHER FACE. PENETRATION OF BUILDING EXTERIOR. 3. NATURAL FIBER. 4111F. B. ITEMS NOT INSULATED: E. SEALANT MATERIALS: RI. G 6. ANCHOR BOLTS: MECHANICAL TYPE, SEISMIC RATED. .�f= cB 1. METAL DUCTS WITH DUCT LINER OF SUFFICIENT THICKNESS TO COMPLY WITH 1. TWO-PART TAPE SEALING SYSTEM: VOC CONTENT OF 250 G/L OR LESS FORbt cn C. VIBRATION ISOLATION EQUIPMENT BASES: ENERGY CODE AND ASHRAE/IESNA 90.1. Al:�*, ��Id,20� CU 1. STEEL BASE: FACTORY-FABRICATED,WELDED, STRUCTURAL-STEEL BASES AND INTERIOR APPLICATIONS. - 06/2 /13 Q. 2. FACTORY-INSULATED FLEXIBLE DUCTS. 2. WATER-BASED JOINT AND SEAM SEALANT:VOC CONTENT OF 250 G/L OR ' gRAILS. 3. FACTORY-INSULATED PLENUMS AND CASINGS. °' E 2. INERTIA BASE: FACTORY-FABRICATED,WELDED, STRUCTURAL-STEEL BASES LESS FOR INTERIOR APPLICATIONS. T AND RAILS READY FOR FIELD-APPLIED, CAST-IN-PLACE CONCRETE. 4. FLEXIBLE CONNECTORS. 3. FLANGED JOINT SEALANT:VOC CONTENT OF 250 G/L OR LESS FOR INTERIOR : 12/31/2018 W 5. VIBRATION-CONTROL DEVICES. APPLICATIONS. 1.2 FIELD QUALITY CONTROL 6. FACTORY-INSULATED ACCESS PANELS AND DOORS. 4. FLANGE GASKETS. Q A. TESTING: BY CONTRACTOR. 5. ROUND DUCT JOINT 0-RING SEALS. I1.3 INDOOR DUCT AND PLENUM INSULATION SCHEDULE Y END OF SECTION 230548 A. CONCEALED, ROUND AND FLAT-OVAL, SUPPLY-AIR DUCT INSULATION: 1.2 SEISMIC-RESTRAINT DEVICES CC MINERAL-FIBER BLANKET. A. CHANNEL SUPPORT SYSTEM. 0 O B. CONCEALED, ROUND AND FLAT-OVAL, RETURN-AIR DUCT INSULATION: B. GALVANIZED-STEEL RESTRAINT CABLES. MINERAL-FIBER BLANKET. C. HANGER ROD STIFFENER: STEEL TUBE OR STEEL SLOTTED-SUPPORT-SYSTEM HEATING, VENTILATING AND AIR CONDITIONING C. CONCEALED, ROUND AND FLAT-OVAL, EXHAUST-AIR DUCT INSULATION: SLEEVE WITH INTERNALLY BOLTED CONNECTIONS TO HANGER ROD. J MINERAL-FIBER BLANKET. �1 co D. CONCEALED, RECTANGULAR, SUPPLY-AIR DUCT INSULATION: MINERAL-FIBER L.L. Q SECTION 230553-IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT BLANKET. 1.3 DUCT CLEANING N 1.1 QUALITY ASSURANCE A. CLEAN NEW AND EXISTING DUCT SYSTEM(S) BEFORE TESTING, ADJUSTING, AND I-LIJ - a, E. CONCEALED, RECTANGULAR, RETURN-AIR DUCT INSULATION: MINERAL-FIBER BALANCING. A. QUALITY STANDARD FOR PIPING IDENTIFICATION: ASME A13.1. BLANKET. B. CLEAN THE FOLLOWING ITEMS: i co F. CONCEALED, RECTANGULAR, EXHAUST-AIR DUCT INSULATION BETWEEN ISOLATION � 1. AIR OUTLETS AND INLETS. 1.2 PRODUCTS DAMPER AND PENETRATION OF BUILDING EXTERIOR: MINERAL-FIBER BLANKET. U CO -a 2. SUPPLY, RETURN,AND EXHAUST FANS. - A. EQUIPMENT LABELS: METAL. G. CONCEALED, SUPPLY-AIR PLENUM INSULATION: MINERAL-FIBER BLANKET. N 03 3. AIR-HANDLING UNITS. 0) B. WARNING SIGNS AND LABELS: 1/16 INCH THICK WITH FASTENERS. LETTER SIZE NOT H. CONCEALED, RETURN-AIR PLENUM INSULATION: MINERAL-FIBER BLANKET. LESS THAN 1/4 INCH FOR NAME OF UNITS IF VIEWING DISTANCE IS LESS THAN 24 4. COILS AND RELATED COMPONENTS. I-- I. EXPOSED, RECTANGULAR, SUPPLY-AIR DUCT INSULATION: MINERAL-FIBER BOARD. 5. RETURN-AIR DUCTS, DAMPERS, ACTUATORS,AND TURNING VANES. (/jV 6 co INCHES, 1/2 INCH FOR VIEWING DISTANCES UP TO 72 INCHES, AND J. EXPOSED, RECTANGULAR, RETURN-AIR DUCT INSULATION: MINERAL-FIBER BOARD. 6. SUPPLY-AIR DUCTS, DAMPERS,ACTUATORS, AND TURNING VANES. 2 t!) < PROPORTIONATELY LARGER LETTERING FOR GREATER VIEWING DISTANCES. 0 7. DEDICATED EXHAUST AND VENTILATION COMPONENTS AND MAKEUP AIR w cO INCLUDE SECONDARY LETTERING TWO-THIRDS TO THREE-QUARTERS THE SIZE OF END OF SECTION 230713 SYSTEMS. 2 0 a O I� PRINCIPAL LETTERING. o C. PIPE LABELS: PRETENSIONED. 1.4 DUCT SCHEDULE Z N D. DUCT LABELS: 1/16 INCH THICK WITH FASTENERS. LETTER SIZE NOT LESS THAN 1/4 A. ALL DUCTS SHALL BE GALVANIZED STEEL. I- INCH FOR NAME OF UNITS IF VIEWING DISTANCE IS LESS THAN 24 INCHES, 1/2 INCH U o O W FOR VIEWING DISTANCES UP TO 72 INCHES, AND PROPORTIONATELY LARGER 1.5 HANGERS AND SUPPORT W n W co < Li LETTERING FOR GREATER VIEWING DISTANCES. INCLUDE SECONDARY LETTERING A. HANGER RODS: ELECTROGALVANIZED, ALL-THREAD RODS OR GALVANIZED RODS O 3 Lt7 To TWO-THIRDS TO THREE-QUARTERS THE SIZE OF PRINCIPAL LETTERING. O CO - Ov WITH THREADS PAINTED WITH ZINC-CHROMATE PRIMER AFTER INSTALLATION. wEt E. STENCILS: ALUMINUM. Q_ a r I- J F. VALVE TAGS: BRASS, 0.032 INCH MINIMUM THICKNESS. B. STRAP AND ROD SIZES: COMPLY WITH SMACNA'S"HVAC DUCT CONSTRUCTION t1 G. WARNING TAGS: 3 BY 5-1/4 INCHES MINIMUM; BRASS GROMMET AND WIRE STANDARDS-METAL AND FLEXIBLE,"TABLE 5-1 (TABLE 5-1M), "RECTANGULAR DUCT N FASTENERS. HANGERS MINIMUM SIZE,"AND TABLE 5-2, "MINIMUM HANGER SIZES FOR ROUND STORE #: 3366 C H. THERMOSTAT LABELS: 1/8" HIGH WHITE LETTERS ON KELLY GREEN OR DUCT." BLACK PHENOLIC BACKGROUND (E.Q. "AGI: WORKROOM"). C. STEEL CABLES FOR GALVANIZED-STEEL DUCTS: GALVANIZED STEEL COMPLYING PROJECT #: 11071-036 o WITH ASTM A 603. ISSUE DATE: Permit 06.07.2018 END OF SECTION 230553 D. STEEL CABLE END CONNECTIONS: CADMIUM-PLATED STEEL ASSEMBLIES WITH DESIGN MANAGER: NEHA RENGARAJAN N BRACKETS, SWIVEL,AND BOLTS DESIGNED FOR DUCT HANGER SERVICE; WITH AN LEEDOAP: 9 AUTOMATIC-LOCKING AND CLAMPING DEVICE. PRODUCTION DESIGNER: GPD GROUP N E. DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF-TAPPING CHECKED BY: TOM CONNER co METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS. Q. F. TRAPEZE AND RISER SUPPORTS: g1. SUPPORTS FOR GALVANIZED-STEEL DUCTS: GALVANIZED-STEEL SHAPES AND Revision Schedule E PLATES. N 2. SUPPORTS FOR STAINLESS-STEEL DUCTS: STAINLESS-STEEL SHAPES AND Rev Date By Description 0 PLATES. D 3. SUPPORTS FOR ALUMINUM DUCTS:ALUMINUM OR GALVANIZED STEEL COATED U WITH ZINC CHROMATE. END OF SECTION 233113 2 SHEET TITLE: ti MECHANICAL OUTLINE in oi SPECIFICATIONS N SCALE:AS SHOWN co p SHEET NUMBER: N O O M-0003 NOTES: GENERAL PLAN NOTES 41=1Ilk 1. PROVIDE SUPPORT FOR DIFFUSER&CAP PER CODE. A. SEE MECHANICAL SPECIFICATIONS FOR FURTHER 2. DETAIL CAN BE USED FOR SUPPLY OR RETURN. REQUIREMENTS.7- VENTILATION AIR CALCULATION (BASED ON THE 2012 IMC WITH GEORIGA AMENDMENTS AND ASHRAE STANDARD 62.1) SUPPLY OR RETURN RIGID DUCT. B. SEE ARCHITECTURAL SHEETS FOR PAINTING AND COLORS ,11 . it ZONE OCCUPANCY ZONE OUTDOOR AIR OUTDOOR AIR ZONE AIR MINIMUM RIGID OF ALL EXPOSED DUCTWORK, DIFFUSERS AND GRILLES. MARK AREA SERVED OCCUPANCY AREA DENSITY POPULATION CFM PER CFM PER EFFECTIVENESS OUTDOOR AIR CATEGORY ELBOW (Az) (P/1000 SF) (Pz) PERSON (Rp) SF (Ra) (Ez) (CFM) C. SEE ARCHITECTURAL SHEETS FOR DIMENSIONED DIFFUSER ' FLEX DUCT. PULL INSIDE & EXPOSED DUCT LOCATIONS. 4- 111111 (E)RTU-2 BAR BAR-KITCHEN 397 OCCUPANCY 3 7.5 0.18 0.8 118 LINER TAUT0 D. DIFFUSERS AND RETURN GRILLES SHALL BE CENTERED IN WORKROOM OFFICE/STORAGE 460 OCCUPANCY 2 5 0.12 0.8 82 CLG DIFFUSER. FASTEN TO CAP CEILING TILE, UNLESS OTHERWISE NOTED. WI SHT MTL SCREWS, MIN ONE Q 2017 STARBUCKS COFFEE COMPANY PER SIDE. SEAL JOINT AIR TIGHT. F. VENTILATION KITCHEN 200 -- _ -- 0.7 0.8 175 ON M-001 (ALL NOT OSHOWN. COORDINATE CLEARANCE ENTS p (NOTE 3) REQUIREMENTS FOR ADDED INSULATION. STARBUCKS COFFEE FLEX DUCT CLAMP. COMPANY TOTAL 375 -r ROUND INSUL STUB DUCT G. ALL ROOF PENETRATIONS SHALL BE PERFORMED BY THE t� - TYP SUSP LAY-IN SAME SIZE AS FLEX DUCT. GENERAL CONTRACTOR. 2401 UTAH AVENUE SOUTH OCCUPANCY ZONE OCCUPANCY ZONE OUTDOOR AIR OUTDOOR AIR ZONE AIR MINIMUM DCV MAXIMUM DCV CEILING -- SQUARE TO ROUND NO LABOR SEATTLE, WASHINGTON 98134 MARK AREA SERVED AREA DENSITY POPULATION CFM PER CFM PER EFFECTIVENESS OUTDOOR AIR OUTDOOR AIR H. ALL RIGID DUCTWORK IS PER TENANT DRAWINGS TO INCLUDE CATEGORY l „,'N ,1 COLLAR (206) 318-1575 (Az) (P/1000 SF) (Pz) PERSON (Rp) SF (Ra) (Ez) (CFM) (CFM) ( DAMPERS AND ACCESSORIES. CLG DIFFUSER. FASTEN TO CAP W/SHT MTL I. CONTRACTOR TO VERIFY SMOKE DETECTOR IS EXISTING IN THESE DRAWINGS AND SPECIFICATIONS ARE (E)RTU-1 SEATING FAST FOOD -DINING 813 SEAT COUNT 31 7.5 0.18 0.8 183 474 SCREWS, MIN ONE PER SID. SEAL JOINT AIR TIGHT. THE EXISTING ROOFTOP UNITS AND PROVIDE IF THERE ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE TOTAL 183 474 NONE PRESENT. PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN LAY-IN CLG DIFFUSER DETAIL SHEET NOTES REPROTHIS DUCED(IN WORK. . THEY SHALL NOTES: RIINPART), SHARED 1. SEATING ZONE POPULATION IS BASED UPON SEAT COUNT WITH NO DIVERSITY. 4111 Scale: 12"= 1'-0" WITH THIRD PARTIES OR USED IN ANY MANNER 2. HVAC UNITS SHALL BE BALANCED TO PROVIDE THE MINIMUM DCV OUTDOOR AIR QUANTITIES INDICATED. 1. EXISTING HVAC IN RESTROOM TO REMAIN. ON OTHER PROJECTS OR EXTENSIONS TO THIS 3. ADDITIONAL VENTILATION IS REQUIRED FOR(1)WARMING OVEN AND(1) DISHWASHER. PROJECT WITHOUT THE PRIOR WRITTEN 4. MAXIMUM DCV VENTILATION AIR SHOWN SHALL BE CONTROLLED BY CO2 SENSOR(SEE OTHER CONTROL NOTES). 2. EXISTING DIFFUSER/GRILLE TO REMAIN. CONSENT OF STARBUCKS CORPORATION. 5. SET EXISTING ROOFTOP UNITS OUTSIDE AIR DAMPER TO NEWLY CALCULATED CFM VALUES,VERIFY IN FIELD WHICH UNIT SERVES ABOVE AREAS AND BALANCE THESE DRAWINGS AND SPECIFICATIONS ARE OUTSIDE AIR ACCORDINGLY. COORDINATE CONNECTION/METHOD OF 3. RELOCATED DIFFUSER/GRILLE,VERIFY EXACT LOCATION IN FIELD PRIOR INTENDED TO EXPRESS DESIGN INTENT FOR A CONNECTION TO STRUCTURE IN FIELD TO START OF ANY WORK. RECORD EXISTING CFM AND BALANCE TO PROTOTYPICAL STARBUCKS STORE(WHICH IS AND WITH STRUCT. PLANS (TYP.) SAME CFM IN NEW LOCATION. RE-ROUTE AND MATCH DUCTWORK AS SUBJECT TO CHANGE AT ANYTIME)AND DO NECESSARY TO ENSURE A COMPLETE INSTALLATION. NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION HANGER STRAP 1 4. NEW DIFFUSER, VERIFY EXACT LOCATION IN FIELD PRIOR TO START OF NOR LIABILITY TO THE OTHER (EXCEPT STATED ANY WORK. RECORD EXISTING CFM AND BALANCE TO SAME CFM IN ABOVE) UNTIL A WRITTEN AGREEMENT IS SELF TAPPING UNISTRUT HANGER NEW LOCATION. RE-ROUTE AND MATCH DUCTWORK AS NECESSARY TO FULLY EXECUTED BY BOTH PARTIES. SCREWS ENSURE A COMPLETE INSTALLATION. DIFFUSER SHALL BE A TITUS TDC 1 THREADED #3, WHITE,WITH 10" NECK SIZE. VERIFY EXISTING NECK SIZE OF STARBUCKS TEMPLATE VERSION 12017.11.03 O O �B@T ORIGNIAL DIFFUSER PRIOR TO START OF ANY WORK AND MATCH 100.-;- UR ACCORDINGLY DUC ...A,. -.... FOR DUCTS OVER 48" \ INSTALL CABLE SEISMIC RESTRAINTS MECHANICAL WIDE, TURN UNDER BOT BOTH LONGITUDINALLY AND SCOPE OF WORK SUMMARY OF DUCT& FASTEN TRANSVERSELY PER SMACNA GPD Engineering and Architecture RFQUIRFMFNTS 9 DUCT SIZE HANGER SIZE, MAX. SPACINGTHE FOLLOWING SCOPE OF WORK IS BASED ON THE LANDLORD'S Professional Corporation UP THRU 2 SQ.FT. 1"x 1/16" 8'-0" WORKLETTER EXHIBIT C. THIS SCOPE OF WORK IS NOT INTENDED TO 2 THRU 4 SQ-FT. 1"x 1/8" 8'-0" INDICATE THE FULL SCOPE, BUT ONLY A BROAD SUMMARY. THE GENERAL 520 SOUTH MAIN SUITE 2531 4 THRU 10 SQ.FT. 1"x 1/8" 6'-0" CONTRACTOR SHALL REFERENCE THE COMPLETE WORKLETTER FOR A AKRON, OH 423 OVER 10 SQ.FT. 1"x 1/8" 4'-0" MORE DETAILED DESCRIPTION OF WORK BY BOTH PARTIES. ANY P. 330.572.2100 F: 330.572.21001 1 QUESTIONS REGARDING SCOPE SHALL BE BROUGHT TO STARBUCKS GPD PROJECT NO: 2016355.20 ATTENTION FOR CLARIFICATION. RESPONSIBILITY INDICATED BELOW DUCT HANGING DETAIL MEANS FURNISHED. PERMITTED AND INSTALLED BY THE PARTY INDICATED. o P R OF 0E Scale: 12"= 1'-0" ti¢ WORK DESCRIPTION RESPONSIBILITY c3' �G I N i_ Ssi0 F LANDLORD STARBUCKS 18.€9:.098G:20E040, �vHVAC UNITS, CURB AND STRUCTURAL NIA N/A '. HVAC UNIT ECONOMIZERS AND RELIEF NIA N/A ,�, SMOKE DETECTORS IN DUCTWORK ANDNIA N/A EINTERLOCKtt$ I "' � • CilI v...,»,»v,:NNM,»», „»,�..::.».. :::. .. . : :. ,. ., ..:.::: ND CONTROLS �tbesv, mi. �'$�" � ! 1 !THERMOSTATS A N/A N/ A , EMS CONTROLS N/A N/A E ' T ` MOTORIZED DAMPERS FOR BACKDRAFT N/A N/A i:: „»»,. .-„ ,.,. »,:.,,:,:.:..»,., • .,, ,,,,,» • t ! I . 12/31/201$ t N/A N/A W z .., »»,», ,,,,.».::...:::.,,,,,,» .,:.:.».»»,»» ._ i EXHAUST FAN, CURB AND MOTORIZED xC b Y_ iS -- i 1 ? X < < DAMPER r i 2ff x f1111 : b7 ti • DUCTWORK 1 OR LARGER I • DUCTWORK 10 OR SMALLER X UJ ., :, ... _, CONNECTIONS (� 0 i: I I I ( GASOMOTORIZED EDAND METERR N/A N/A 4 t GAS PIPING TO SPACE N/A N/A :,,,, 0 t x. _ -.-_` m,. {_, _._..._.,,,_,,._ „__,. ___ GAS PIPING TO HOT WATER TANK N/A WA ---I N ' ,Ii... : : ‘, € 3 , : r N/A NIA a. :: GAS PIPING TO HVAC UN S „_.... __ _ .._.____ ___..,.,_...............__..,_...._.0 • f €- I LOUVERS FOR INTAKES, EXHAUST AND N »>,»„>„>„.<.<.. m. ,..._ �x ....,.x.r. , n _— _w ..w. ,, _ _ NIA N/A I PRESSURE RELIEF x W = c0 # ca • LL n�y ::: S :� 1, i� :; 0 t.// ........... ... . .. .,i . ,Z:o: .,a».iw.wns ,, .,», ..»,.:.:.,::::::R:.,.:v.. =•:,n,nnn„»-. z,,,,.,,, ......_. , ,„,,,,,,, ....... . .................... .,. .... co • i I • 1 • . 1 ; f ; E C) M I © _ __��__ f h I el • t`i i j( f '—” '-';) : ] (le Z Q • (l) - . - i # # IS '1 x I F ; • 1 f U Lil `\ V 1/—.�/ Et • j I o a a : J L , , A ..,� g ( • STORE # 3366r i f i f PROJECT #: 11071-036 o i I •• ( _ MANAGER: NEHA RENGARAJAN ISSUE DATE Permit 06 07 2018 • SU s ,.�;x :a.a • j N © DESIGN MA • • 11 2 1 :N.':'-\ H PRODUCTION DESIGNER: GPD GROUP hII ? ! CHECKED BY: TOM CONNER E s ;' I ,« —, ,,,.»,».. » »», ,.,,.,.,,.. ., ,.. ,,<. ».,» ».» Revision Schedule RevDate a e Description 1 is k • y IBy Descri Y 40 D I A ;` II U 3 { 3 33 3 i E 7: SHEET TITLE: MECHANICAL DESIGN N ID 1 2 4 8' PLAN oo 0 1ST FLOOR - MECHANICAL HVAC PLANliii_r_r..,........_ I SCALE:AS SHOWN Scale:1/4”=1'-0” 0 SHEET NUMBER: Scale: 1/4”= 1'-0" N M-1101 ABBREVIATIONS ELECTRICAL SYMBOL LEGEND GENERAL NOTES GENERAL ELECTRICAL NOTES _ 42er'll*Clrf - AFF ABOVE FINISHED FLOOR 0 JUNCTON 0 RECEPTACLE: SCOPE 1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL "` " _ AHJ AUTHORITIES HAVING JURISDICTION THE INTENT OF THE SPECIFICATION AND THE DRAWINGS IS TO PROVIDE WORK AND SPECIFICATIONS WITH OTHER TRADES. THE APPROX APPROXIMATE A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL TAKE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, PRECEDENCE OVER ALL OTHER DRAWINGS. DO NOT SCALE it BLDG BUILDING S SWITC RECEPTACLE: DUPLEX- MATERIAL,AND EQUIPMENT NECESSARY TO COMPLETE THE DISTANCES OFF THE ELECTRICAL DRAWINGS; USE ACTUAL INDIVIDUAL BRANCH CIRCUIT BUILDING DIMENSIONS. OVERALL CASEWORK COMPONENT ELECTRICAL WORK. CKT CIRCUIT DIMENSIONING ON ELECTRICAL DETAILS ARE SHOWN FOR If Alk CLG CEILING REFERENCE AND COORDINATION ONLY. SEE SPECIFICATION CM STARBUCKS CONSTRUCTION MANAGER S3 THREE-WAY RECEPTACLE: SITE EXAMINATION SHEETS FOR ELECTRICAL SPECIFICATIONS CONST CONSTRUCTION THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, CONDUIT, AND WIRING WILL BE INSTALLED 2. ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER C 2017 STARBUCKS COFFEE COMPANY CW COLD WATER S MOTION (OCCUPANCY) 0RECEPTACLE: QUAD - AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS EN CXA COMMISSIONING AGENT M SENSOR SWITCH INDIVIDUAL BRANCH THE PROPER INSTALLATION OF THE ELECTRICAL WORK. THE PHASES OF THE SYSTEM WITHOPERATION. BALANCE ALL IN 10% OF TCIRCUITOHEDBEES S HIGHEST DEG DEGREES RECEPTACLE: HIGH STANDARDS LOAD IN EACH PANEL BOARD. STARBUCKS COFFEE SWITCHBAC DL LIGHTS WITHIN DAYLIGHT ZONE S EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE DM STARBUCKS DESIGN MANAGER PROVISIONS OF CSA, ULC, NEC,ASTM, UL, ETL, NEMA, ANSI,AS 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE- COMPANY ON DOWN ENERGIZING CIRCUITS IN DEMOLITION AREAS TO INSURE A SAFE 2401 UTAH AVENUE SOUTH DTL DETAIL T TELEPHON 1I! RECEPTACLE: FLOOR APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRING DWG(S) ETAILDRAWING(S) LOCATED WITHIN THE DEMOLITION AREA THAT WILL NO LONGER SEATTLE, WASHINGTON 98134 CODES BE USED SHALL BE REMOVED AND PROPERLY DISPOSED OF AT (206) 318-1575 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL EA EACH THERMOSTAT GROUNDING ELECTRODE APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE CONTRACTORS EXPENSE UNLESS OTHERWISE NOTED. THESE DRAWINGS AND SPECIFICATIONS ARE EC ELECTRICAL CONTRACTOR CONNECTION OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE ECP EQUIPMENT CONTROL PAC 4. THE ELECTRICAL CONTRACTOR SHALL SCHEDULE ALL ELECTRICAL CONFIDENTIAL AND SHALL REMAIN THE SOLE EG EXHAUST GRILLE CODES, THE HIGHEST STANDARD SHALL APPLY. ELECTRICAL SYSTEM OUTAGES WITH THE GENERAL CONTRACTOR AND PROPERTY OF STARBUCKS CORPORATION, ELEC ELECTRICAL SQ THERMOSTAT NL NIGHTLIGHTING CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM LANDLORD AT LEAST 24 HOURS IN ADVANCE. UNLESS APPROVED WHICH IS THE OWNER OF THE COPYRIGHT IN EM EMERGENCY STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. OTHERWISE ALL OUTAGES SHALL OCCUR BETWEEN 11:00PM AND THIS WORK. THEY SHALL NOT BE EMS ENERGY MANAGEMENT SYSTEM 5:00AM. REPRODUCED(IN WHOLE OR IN PART), SHARED EXIST EXISTING (k) DIMMER PE PHOTOELECTRIC PERMITS AND FEES WITH THIRD PARTIES OR USED IN ANY MANNER EXT EXTERIOR THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL 5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ON OTHER PROJECTS OR EXTENSIONS TO THIS PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE NECESSARY CONDUIT AND J-BOXES TO SUPPORT A COMPLETE PROJECT WITHOUT THE PRIOR WRITTEN F&I FURNISH & INSTALL Q RECEPTACLE: [ SPEAKE ELECTRICAL WORK. SECURITY, PHONE, POS AND DATA SYSTEMS. SEE MANAGER CONSENT OF STARBUCKS CORPORATION. FLR FLOOR WORKSTATION AND BAR POINT OF SALE(POS) THESE DRAWINGS AND SPECIFICATIONS ARE FT FOOT/FEET WARRANTY POWER/TELECOM/SECURITY DIAGRAM. COORDINATE ALL DEVICE INTENDED TO EXPRESS DESIGN INTENT FOR A THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT LOCATIONS AND MOUNTING HEIGHTS WITH SECURITY VENDOR PROTOTYPICAL STARBUCKS STORE(WHICH IS GC GENERAL CONTRACTOR ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP PRIOR TO ROUGH-IN. PROVIDE END-TO-END PULL STRINGS IN ALL SUBJECT TO CHANGE AT ANYTIME)AND DO GFCI GROUND FAULT CIRCUIT INTERRUPTER FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL ACCEPTANCE CONDUITS. LABEL EACH END OF THE PULL STRING WITH CONDUIT NOT REFLECT ACTUAL SITE CONDITIONS. GND GROUND BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK SYSTEM ("SECURITY")AND DESTINATION ("CAFE", "FRONT BAR", NEITHER PARTY SHALL HAVE ANY OBLIGATION PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING ETC.). PROVIDE INSULATED BUSHINGS ON ALL STUBBED-UP AND NOR LIABILITY TO THE OTHER (EXCEPT STATED HR HOUR WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS EXPOSED CONDUIT ENDS. ABOVE) UNTIL A WRITTEN AGREEMENT IS HVAC HEATING, VENTILATION, AIR CONDITIONING AND WORKMANSHIP. FULLY EXECUTED BY BOTH PARTIES. HW HOT WATER LEED 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING STARBUCKS TEMPLATE VERSION 12017.11.03 LCP LIGHTING CONTROL PANEL ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET LEED WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO LL LANDLORD REQUIREMENTS&CODE. IN CASE OF CONFLICT, THE HIGHER REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF A.,--- LS LIGHT SENSOR PHOTOCELL WORK. : ;,::.. LV LOW VOLTAGE 7. EXPOSED/SURFACE MOUNTED CONDUITS SHALL ONLY BE ^'` MAX MAXIMUM ALLOWED WHERE NECESSARY IN EXPOSED CEILING AREAS. IF MC MECHANICAL CONTRACTOR CONDUITS NEED TO BE SURFACE MOUNTED TO WALLS, MDP MAIN DISTRIBUTION PANEL COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER FOR GPD Engineering and Architecture MECH MECHANICAL APPROVAL. Professional Corporation MEP MECHANICAL, ELECTRICAL,AND PLUMBING MFG MANUFACTURER 8. VERIFY LOCATION OF ALL OUTLETS AND SWITCHES WITH 520 SOUTH MAIN ST. SUITE 2531 MIN MINIMUM ARCHITECTURAL DRAWINGS, INTERIOR DETAILS, FINISH AKRON, OH 44311 SCHEDULES, GENERAL CONTRACTOR, EQUIPMENT VENDORS, P: 330.572.2100 F: 330.572.2101 NL NIGHTLIGHT STARBUCKS AND EXISTING SITE CONDITIONS. VERIFY FINAL DOOR GPD PROJECT NO: 2016355.20 NTS NOT TO SCALE HINGE LOCATION PRIOR TO SWITCH INSTALLATION AND ADJUST SWITCH LOCATION IF NEEDED. DO NOT MOUNT r 0 P R CF- OCP OVERCURRENT PROTECTION RECEPTACLES/SWITCHES IN LOCATIONS THAT WOULD CONFLICT ��`��" fids, REF REFERENCE WITH MIRRORS, SEAMS OF WALLS,WAINSCOTS,TILE cc G\J -GIN �p O REQ('D) REQUIRE(D) TRANSITIONS, ETC... <vr 8:390• REV REVISION i 40 SF SQUARE FEET u�i SHT SHEET ��EN ��P�� 06/21/1 SPECS SPECIFICATION(S) Co SST STAINLESS STEEL E TEL TELEPHONE TEMP TEMPORARY EXPIRES:06j3E)j2018 W TYP TYPICAL . EY 1 UNO UNLESS NOTED OTHERWISE .3.. 111 ,An I IA!A-rr n I I r A-rrn U Q _1 41) O an ). L W I co 2 UN m U- c\J Q 6 UcD co Q CO Qa o O �- z (A 0 d U Q o Q v W r9 w COQ m O V O Lo 0 0 aW a r H —J a' STORE #: 3366 a, i PROJECT #: 11071-036 O ISSUE DATE: Permit 06.07.2018 0 DESIGN MANAGER: NEHA RENGARAJAN LEEDO AP: CD(1) PRODUCTION DESIGNER: GPD GROUP Co CHECKED BY: TOM CONNER Co a. E Revision Schedule E N Rev Date By Description 0 0 b 2SHEET TITLE: 0) 0) ELECTRICAL NOTES M N "ct" SCALE: AS SHOWN co Es SHEET NUMBER: N CD E-0001 ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL��~�� N ��0�*��~ ��~�~�� Nm�`N��~ ��~��* Nm��N��~ �~�~�� N ��NCAL SECTION 26U518~LCJV�V��LT�k��E(GUb�y��RLESS) ELECTR|CJ�LP��VVEFkCONDUCTORS AND SECTION 2GOS33~RACEWW\YS��NOB0�CESF��F�ELECTF�|C��LSYSTEK0S 2G0553~|OEN3\F|CAT|C�NFCl��ELECTF�|C�tL SYSTEMS SECTION 2G2726~V0R|N�� DEVICES 4111=10' 1.1 MATERIALS CABLES PART 1 -GENERAL 1.1 QUALITY ASSURANCE 1.1 PRODUCTS ~~ A. CONDUCTORSANDA. COMPLYyy|THANG| ANO |EEEA. RECEPTACLES: DUPLEX, 125 V,20 A. ~~ �N�� CABLES: 1.1 MATERIALS A13.1C2. 1. STRAIGHTCONVEN|ENC�AND |SOLATEDGROUND �� 1. CONDUCTORS: COPPER, BLADE: � 2. CONDUCTOR |N�ULAT|ON' TYPETHHN/THVVN-2TYPEXHHVV� TYpEUSEAN0 A. KAETALCONDU(TS. TU8|NG. /\NDF|TT|N��S� 1.2 PRODUCTS 2. GFCI: FEEDTHRDUGH� I� . . kTYpEGO. 1' GRC. A` POVVERANDC(]NTRDLRACEVVAY|DENT|HCATON: V|NYLLARELS. 3. T\�|3T-LOCK|NGTYPEVV�H |SOLATED-GROUNDTERK0|NAL. 3. MULTICONDUCTOR CABLE: METAL-CLAD CABLE,TYPE MC WITH GROUND 2. EMT. B. POWER AND CONTROL CABLE IDENTIFICATION:VINYL LABELS. B. PENDANT CORD-CONNECTOR DEVICES WITH EXTERNAL CABLE GRIP. WIRE. (IF ALLOWED BY LOCAL JURISDICTION). 3. FMC: Z|NC'COATEDGTEEL C. CONDUCTOR IDENTIFICATION: COLOR-CODING CONDUCTOR TAPE. C. CORD AND PLUG SETS: MATCH VOLTAGE AND CURRENT RATINGS AND NUMBER OF 4 "Illt 4. LFMC. D. FLOOR MARKING TAPE: 2-INCH-(50-MM-)WIDE PRESSURE-SENSITIVE VINYL TAPE. CONDUCTORS TO REQUIREMENTS OF EQUIPMENT BEING CONNECTED. 1.2 CONDUCTOR MATERIAL APPLICATIONS 5. FITTINGS: E. WARNING LABELS AND SIGNS: SELF-ADHESIVE WARNING LABELS D. TOGGLE SWITCHES: 120/277 V, 20 A. 0 A. FEEDERS: COPPER. SOLID FOR NO. 10 AWG AND SMALLER; STRANDED FOR NO. 8 a. EMT: STEEL, SETSCREW OR COMPRESSION TYPE. G. INSTRUCTION SIGNS: ENGRAVED, LAMINATED ACRYLIC OR MELAMINE PLASTIC. 1. PILOT-LIGHT SWITCHES. AWG AND LARGER. b. EXPANSION FITTINGS. H. EQUIPMENT IDENTIFICATION LABELS: ENGRAVED, LAMINATED ACRYLIC OR 2. KEY-OPERATED SWITCHES. 0o«"/STAna»««oCOFFEE COMPANY ' B. BRANCH CIRCUITS: COPPER. SOLID FOR NO. 12 AWG AND SMALLER; STRANDED FOR B. NONMETALLIC CONDUITS, TUBING, AND FITTINGS: MELAMINE PLASTIC. E. WALL-BOX DIMMERS: NO. 10 AWG AND LARGER, EXCEPT VFC CABLE, WHICH SHALL BE EXRA FLEXIBLE 1. RNC. 1. MODULAR, FULL-WAVE, SOLID-STATE UNITS WITH SLIDER CONTRO L STARBCKS COFFEE STRANDED. 2. FITTINGS: MATCH CONDUIT. END� F��K �� N��S� a. INCANDESCENT: SOFT TAP OR OTHER QUIET SWITCH; EMI/RFI .. 3. SOLVENT CEMENTS AND ADHESIVE PRIMERS SHALL HAVE AVOC CONTENT OF FILTER TO ELIMINATE INTERFERENCE. COMPANY 1.3 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING 510 AND 550 G/L OR LESS, RESPECTIVELY. b. FLUORESCENT: TRIM POTENTIOMETER FOR LOW-END DIMMING. METHODS C. METAL WIREWAYS AND AUXILIARY GUTTERS: SHEET METAL WITH SCREW COVERS. c. LED: COMPATIBLE WITH LED DRIVER OR LAMP. 2401 UTAH AVENUE SOUTH A. SERVICE ENTRANCE: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY. D. SURFACE METAL RACEWAYS: METAL, GALVANIZED STEEL, WITH SNAP-ON COVERS. F. WALL PLATES: SEATTLE, WASHINGTON 98134 34 B. EXPOSED FEEDERS: TYPE THHN/THWN-2, SINGLE CONDUCTORS IN RACEWAY. E. BOXES, ENCLOSURES, 1. MATERIAL FOR BAR: THERMOPLASTIC WITH COLOR PER STARBUCKS. C. FEEDERS CONCEALED IN CEILINGS, WALLS, PARTITIONS,AND CRAWLSPACES: 1. METAL OUTLET AND DEVICE BOXES: ALUMINUM. ELECTRICAL 3. MATERIAL FOR CUSTOMER AREAS:THERMOPLASTIC WITH COLOR OPTION (206) 318-1575 TYPETHHN/THVVN'2S\NC�LECONDU�TORG |NRA�EVVAY 2. K�ETALFLOOR BOXES: CAST K�ETAL�JRSHEET K�ETAL. FULLY PER STARBUCKS ' � ADJUSTABLE. SECTION�G�9��-L!��T|N<��N�F��LOEW|�� G. FINISHES: THE�EDR/A�|N{��ANOSPE{�|F|C/��|ONSARE D. FEEDERSCONCEALED |NCONCRETE BELOVVGLABS'ON'GRAOEAND � TYPETHHN/THVVN-2S|N8LE`ONOUCTORS !NR/��EVVAY' UNDERGROUND: 3. LUK8|NA|REOUTLET 8O�<E8: NONADJUSTABLE, DESIGNED FOR ATTACH&1ENTDF 1.1 PRODUCTS 1. CDNNE{�TEDTONORKAAL9OyyERGySTEK�: CC>NF|RK8COLOR yy{TH8TARBUCK8 CONFIDENTIAL AND SHALL RE&4A|NTHE SOLE E. EXPOSEDBRANCH - INCLUDING~ |NTYPE LUK8|NA|REVVBGH|N{�5OLB(23KG). A. TIMEpROGRAK8K8/\BLEVV|TH8|N{�LEREPRESENTATIVE. PROPERTY DFSTAR8UCKSCORPORATION, CIRCUITS, CRAWLSPACES: ' ' 4. SMALLSHEETK8ETALPULLANDJUNCT|ONSWITCHES: UNITS, CHANNEL; 2. CONNECTEDTOEK�ERGENCYpOVVERRED VVH|CH |STHE OVVNEROFTHE COPYRIGHT|N G|NGLECONDUCTOR� |NBOXES. ASTRONOMIC TIME, SYSTEM: ' RACEWAY. 5. CAST-METALPULL, ANOJUN�T0N3. ISOLATED-GROUNDASSPE�|F|EOVV|TH THIS WORK. THEY SHALL N{�TBE F. B�ANCH �l�CU|T8�ON�EALED |NCE|L|N88VVALLGANDTYPEACCESS, BOXES. 'SETPO\NTSPER24HOURSCHEDULERECEPTACLES: ABOVE, 2, PARTITIONS: 6. BO��EXTENSIONS. B. OUTDOORpHOTOELECTR|C - VV|THD�Y ORANGETR|ANGLEONFACE� REPRODUCED(IN VVHOLEOR |Np/\RT). SHARED RACEWAY. 7. HINGED-COVER �NCLDSURES� METAL. SWITCHES: SOLID STATE, VV!THTHIRD PARTIES ORUSED |N/\NYK�ANNER G. BRANCHC|�C�U|TSCONCB\L�D |NCC�NCRETE BEL{]VVGLAB8-ON�GRADEAND � CONTACTS, 15-SECOND UNDERGROUND: TYPE 8. CABINETS: GALVAN|ZEO��EEL PROTECTION. DELAY, END��F�E��|��G�T�G ON OTHER PROJECTS OR EXTENSIONS TO THIS ' SINGLERACEWAY. - ' PROJECT WITHOUT THE PRIOR WRITTEN H. CORD DROPS AND PORTABLE APPLIANCE CONNECTIONS: TYPE SO, HARD C. DAYLIGHT-HARVESTING SWITCHING CONTROLS: CEILING MOUNTED WITH SERVICE CORD WITH STA|NLE8G-8TEEL' V|RE-KEGH' STRAIN RELIEF DEVICE AT 1.2RACEWAYAPPL|�AT/ON ADJUSTABLE TIME DELAY AND SET-PO|NTS� E ECTRNCL CONSENT OFSTARBUCKSCORPORAT0N TERMINATIONS TOSUIT \PPL!CAT|ON� A. OUTDOORS: D. INDOOR OCCUPANCY SENSORS: DUALTECHN }LOGYTYPE, THESE DRAWINGS AND SPECIFICATIONS AR E 1. EXPOSED: GRC. WITH SEPARATE, EXTERNALLY MOUNTED RELAY UNITSECTION 262Q16-ENCLOSED SWITCHES AND CIRCUIT BREAKERS INTENDED TO EXPRESS DESIGN INTENT FOR A 1.4FIELD QUALITY CONTROL 2. CONCEALED, ABOVEGROUND: RNC, TYPE EP{ 4D-pVC. E. Sy|TCHBD>�KD~NTEOOCCUPANCY 8ENSORS� PROTOTYPICAL STAR8UCKSSTORE (WHICH |G A. TESTING: BYCONTRACTOR� 3. UNDERGROUND: RNC, TYPEEPC4D-PVC' DIRECTBURIED. F. LIGHTING CONTACTORS: ELECTRICALLY OPERATED AND 1.1 PRODUCTS SUBJECT TO CHANGE AT ANYTIME)AND DO 4. CONNECTION TO VIBRATING EQUIPMENT: LFKC, ELECTRICALLY HELD, WITH NONFUSED DISCONNECT IN A. FUSIBLE SWITCHES: NOT REFLE�TACTUALS|TECONO|T|DNS . 1. GENERAL8|NGUE�HRONi ��O�q�0O� 8OOAANO8K8ALLER� UL�8 NE|THERRARTYSHALLHAV�ANYOBL|6ATiC}N END OF SECTION 260519 5. BOXES AND ENCLOSURES,ABOVEGROUND: TYPE 3RORTYPE 4. ENCLOSURE.NEK8&25OPR�V|DEVV|THC(]NTROLAN0P|bO�DEV|CESA� DUTY, AC, � 1,AND NEK8AKQTYPENOR LIABILITY TOTHE OTHER (EXCEPT STATED B. INDOORS: INDICATED |NGD. PLANS. 2. ACCESSORIES: ABOVE) AVVR|TTENAGREEW1ENT|8 1. EXPOSED, NOT SUBJECT TOPHYSICAL DAW1AGE: EMT. G. EMERGENCYSHUN� NORK�ALLYELECTRICALLY � RELAY: CLOSED, HELD, a. EQUIPMENT GROUND K|T� FULLY EXECUTED 8YBOTH P \RT!ES �2. EXPOSED, NOT SUBJECT TO SEVERE PHYSICAL DAMAGE: EMT. ARRANGED FOR WIRING IN PARALLEL WITH MANUAL OR AUTOMATIC b. NEUTRAL KIT. 3. CONCEALED: EMT. SWITCHING CONTACTS. c. ISOLATED GROUND OUNDR|T4. CONNECT0NTDVIBRATING EQUIPMENT: FMC, EXCEPT LF8C {NDAMP DRWET H. CONTROL CABLES: STARBUCKSTEMPLATE VERSION QO17.11.03 d. CLASS RFUSE KIT. ELECTRICAL LOCATIONS. 5. KPCRVETLOCAT|ONG: GRC. 1. POWER CABLES: NOT SMALLER THAN NO. 12 AWG. 2. CLASSES 2 AND 3 CONTROL CABLES: STRANDED-COPPER e. AUXILIARY CONTAC T KIT . f. A:::::„:„....,...,. H0O�STlC� 6. BOXES AND ENCLOSURES: TYPE 1. EXCEPT TYPE 4NONK�ETALL|C |NDAK89ORVVET CONDUCTORS, NOT GKUALLERTHAN NO 18 AWG. HANDLE. SE��TU0N26BS26-K�RK�UND|N��\N0B��ND|N��F��ELECTF�I��LSYSTEA8S LOCATIONS. 3. CLASSSSTRANDED-COPPERO CONDUCTORS, g. LUGS: MECHANICAL. CONTROL CABLES: ' '^ ' h. SERV|CE-RATED 1.1 QUALITYAGSURANCE C. MINIMUMRACEVV�YG|ZE� 3/�-|NCH (21'K8K8)TRADEG|ZE� NOTSK8ALLERTHAN14 SWITCHES. NO. AWG. I. ACCESSORY CONTROL POWER. A. QUALITY STANDARD FOR GROUNDING AND BONDING MATERIALS AND D. RACEWAYFITTINGS: COMPATIBLE WITH RACEWAYS AND SUITABLE FOR USE AND B. NONFUG|8LESWITCHES: EQUIPMENT: UL 467. LOCATION. END OF SECTION 260923 1. GENERAL DUTY, SING LE THRO V [24O4 [SOOV]AC.8UUAANDSKALLER: UL88 GPD Engineering aQd-Architecture1. R|G|DAND |NTERKED|/gEGTEELCONDU|� THREAOEDR|{ |DGTEEL[ ONDUiTAND NEMA K81' TYPE GD. 1.2 PRODUCTS FITTINGS. 2. ACCESSORIES: Professional Corporation A. INSULATED CONDUCTORS: COPPER WIRE ORCABLE� 2. PVCEKTERNALLYCOATEO. R|G|OSTEELCDNOU|TS: F|TT|N{ 8L|GTEOFORa. EQUIPMENT GROUND KIT. 52USOUTH MAIN ST. SUITE 2531 B. BARE COPPER CONDUCTORS: USE WITH THIS TYPE DFCONDUIT. 3. EMT: STEELELECTRICAL b. NEUTRAL KIT. AKRON, OH 44311 1. SOLID CONDUCTORS. SETSCREW, FITTINGS. �~��* m ��N�*��^�� c. ISOLATEDGROUNDF: �3O57221O1 2. STRANDED4. FLEXIBLEONDU|T� F|TON8SU8TEOFORDSEVV|THFLE)(|BLECONDU|TKIT. P: 330.572.2100 � � CONDUCTORS. � c. AUXILIARY CONTACT KIT. �P:P�[�~G] N-E�� N ~l2016355.20 2 ] 3. TINNED CONDUCTORS. SECTION 262416-p� �E�� FOB e. HODKST!CKHANDLE 4. STRANDED BONDING CONDUCTORS. END OF SECTION 260533 1.1 QUALITY ASSURANCE f. LUGS: MECHANICAL. 5. COPPER TAPE BRAIDED BONDING JUMPERS. DpROp, A. MANUFACTURER QUALIFICATIONS: ISO 9001 OR 9002 CERTIFIED. g. } V . ` �6. T|NNED'COPPERBRA|DEO8OND|NGJU8PERS� �"C� KOLOEDCASEC|RCU|TBREA�ERS� C. CONNECTORS: BOLTED AND EXOTHERMIC-WELDED TYPE. ELECTRICAL 1.2 PRODUCTS 1. THERMAL-MAGNETIC TYPE. 'r D. GROUNDING ELECTRODES: A. GENERAL REQUIREMENTS FOR pANELBOARDS: 2. ADJUSTABLE INSTANTANEOUS-TRIP TYPE� cF | 1� GROUND RODS: COPPER-CLAD STEEL, SECTIONAL TYPE WITH GROUND WELL SECTION 26OS36-CABLE TRAYS FOR ELECTRICAL SYSTEMS 1. CONSTRUCTED TDWITHSTAND SEISMIC FORCES. 3. ELECTRONIC-TRIP TYPE. 8:390' AND COVER. 1.1CABLE TR/0'TYPES 2. EN{�LO8URES: FLUSH K8OUNTED. 4. CURRENT_UK4|T|NGTypE. .� ,� ... dik ~~ A. LADDER. a. FRONT: HINGEDDVERVV|THKEYLO�K 5. \NTE��RALLY�USEOTYPE �m9•R ~�� 1.3 FIELDC>UAL|TY[�ONTR[>L B. SINGLE � � ^- RAIL. b. OPT|ONALENCLO8UREFEATURES� G�|RTFC}RGURFACE'K�DUNTED 6. GF�| TYPE� �, _{� A. {�RC�UNDRESISTANCE TESTING: BY{�ONTR/\CT{]R-ENGAGEDAGENOY� C. TROUGH. PANELBOARDS. 7. 8FEPTYPE� 8` • `/ur1O �� /«�1 /� �� c. DIRECTORY8. FEATURESAND ��. � m\�p ��v�/�� ^/ « �� CARD. ACCESSORIES: �mPS"' END��FSECTION 260626 1�2 �/A'�RiALS 3. |NCOK8|NGMAINS: CONVERTIBLE BETVVEENTOP AND BOTTOW1. a. LUGS: MECHANICAL. � E A. CABLE TRAYS, FITTINGS, AND ACCESSORIES: STEEL. 4. PHASE, NEUTRAL, AND GROUND BUSES: TIN-PLATED ALUK�|NUK8 b. TYPE SVVOFOR SVV|TCH|NGFLUORESCENT LIGHTING LOADS. 1. FACTORY-STANDARDPR\K8ER; VV|THCHROK�|UK0-Z|NC-PLATEDH/\RDVVARE. 5. CONDUCTOR CONNECTORS: c. TYPE HID FOR FEEDING FLUORESCENT AND HIGH-INTENSITY DISCHARGE EXPIRES:06/30/2018 2. MILL GALVANIZED BEFORE FABRICATION;WITH GALVANIZED HARDWARE. a. MATERIAL: TIN-PLATED ALUMINUM. LIGHTING CIRCUITS 3. ELECTROGALVANIZED BEFORE FABRICATION;WITH GALVANIZED HARDWARE. b. MAIN AND NEUTRAL LUGS: MECHANICAL TYPE. d. GROUND-FAULT PROTECTION: INTEGRALLY MOUNTED, SELF-POWERED TYPE. 4. HOT-DIP GALVANIZED AFTER FABRICATION; WITH CHROMIUM-Z1NC-PLATED HARDWARE. c' FEED-THROUGH LUGS: MECHANICAL TYPE. e. SHUNT TRIP . ELECTRICAL 5. POWDER-COAT ENAMEL PAINT; WITH CHROMIUM-ZINC-PLATED HARDWARE. 6. PERCENTAGE OF FUTURE SPACE CAPACITY: FIVE PERCENT. f. UNDERVOLTAGE TRIP: 35 TO 75 PERCENT OF RATED VOLTAGE WITHOUT � U U G. BLACK OXIDE FINISH FC)RSUPPORT ACCESS{}R|E8AND KA|SCELLANEOUS 7. SERVICE E{�UipK8ENTLABEL FOR pANEL8OARDSINCORPORATING ONE OR INTENTIONAL T|K�EDELAY. �� CC SECTION 260529-HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS HARDWARE. MORE MAIN SERVICE DISCONNECTING AND OVERCURRENT PROTECTIVE g. AUXILIARY CONTACTS:TWO SPDT SWITCHES. - ` B. CABLE TRAYS, FITTINGS, AND ACCESSORIES: ALUMINUM; WITH STAINLESS-STEEL DEVICES. h. ALARMSWITCH: ONENOCONTACT. <1.1 PERFORMANCE REQUIREMENTS A. DESIGN SUPPORTS FOR MULTIPLE RACEWAYS CAPABLE OF SUPPORTING HARDWARE. B. PANELBDAROORLOAD CENTER SHORT-CIRCUIT CURRENT RAT|NB FULLY RATED I. KEY INTERLOCK KIT. CCA8LETRAYACCEGG[R|ES: TOINTERRUPT SYMMETRICAL SHORT-CIRCUIT CURRENT AVAILABLE AJ ]. ZONE-SELECTIVE INTERLOCKING: INTEGRAL WITH ELECTRONIC TRIP. �.. "COKB|NEOVE|GHTOFSUPPORTED8YGTEKGAND |TSCONTENTS� 0 1. CCNERS� LOUVEREDTYpE TERMINALS. LISTED k. ELECTRICAL OPERATOos R.DESIGN EQUIPMENT SUPPORTS CAPABLE OFSUPPORTING COMBINED OPERATING Cli. '2. BARRIER STRIPS. TOLIMIT FAULT TOBELOW 22KAIC FOR GRBREAKERS. I. A{ CESSORYCONTROLPOVER.VE|GHTOF3UPPORTEDEJU|PKENTANDCONNECTEDGYSTE8SANO 3. CABLET�AYSUPPORTGANO1. MAINS: LUGSD. MOLDED-CASE COyNPONENTSCONNECTORS. ONLY. SWITCHES: n � D. WARNING SIGNS: 1-1/2'|NCH-(4D-K &-) HIGH, BLACK LETTERS ONYELLOW 2. BRANCH OVERCURRENT PROTECTIVE DEVICES FOR CIRCUIT-BREAKER FRAME 1. MCCB WITH FIXED, HIGH-SET INSTANTANEOUS TRIP ONLY, AND SHORT-CIRCUIT &.0.U ~�~ -r�-= ��^ i CU 1,2 PRODUCTS BACKGROUND WITH LEGEND^VARN|NG! NOT TOBEUSED AGVALKW�' LADDER, OR 0ZE8LARGER THAN 125A: BOLT�NCIRCUIT BREAKERS. WITHSTAND RATING EQUAL TO EQUIVALENT BREAKER FRAME SIZE 2 A. SUPPORT,ANCHORAGE, AND/g �CHKENTCOMPONENTS: SUPPORT FOR LADDERS ORpERSONNE[� C. LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS: INTERRUPTINGRAT|N� � � CO 1. STEEL SLOTTED SUPPORT SYSTEMS WITH PAINTED COATINGS. 1. MAINS: LUGSDNLY� 2. FEATURES AND ACCESSORIES: Ct - 0 1�3SOURCE QUALITY CONTROL 2. BRANCH OVERCURRENTPROTECUVEDEVICES: PLUG-IN CIRCUIT-BREAKER a. LUGS: MECHANICAL. UL (» w�) 2. NONKETALL|CGLOTTEDGUPPORT8YSTEWS� A. TEGTED��CORO|NGTONEKAVE1� TYPE. b. GROUND-FAULTPRDTECT|ON� REKOTE-KOUNTEDAND POWERED TYPE� - 3. RACEWAY AND CABLE SUPPORTS. . Z~ -. 4. STEEL AND MALLEABLE-IRON CONDUIT AND CABLE HANGERS, CLAMPS,AND 3. DOORS: CONCEALED HINGE. c. SHUNT TRIP. " 0) ASSOCIATED ACCESSORIES. END OF SECTION 260536 D. LOAD CENTERS: d. UNDERVOLTAGE TRIP: 35 TO 75 PERCENT OF RATED VOLTAGE WITHOUT 2 co < „,, 1. MAINS: LUGSINTENTIONALT|K8E ' ' �� L.L. 5. SUPPORTFORNON�ARK4O�EOCONDUCTORSANOCABLES |NVERT|�ALONLY. DELAY. 0 O. �� CONDUIT RISERS. 2. BRANCH CIRCUIT e. AU�(|L|ARYCONTACTS� TVVDGPOTSVV|TCHES� ^=v 0 :-� 6. STRUCTURAL STEEL FOR FABRICATED SUPPORTS AND RESTRAINTS. 3. DOORS: CONCEALED HINGE. f. ALARM SWITC H: ONE NO CONTACT. < Z Et a 5. < (,)`- 7. MOUNTING, ANCHORING,AND ATTACHMENT COMPONENTS: a. POVDER`ACTUATEDFASTENERS� ELECTRICAL4.E. CONDUCTOR CONNECTORS: MECHANICAL TYPE. DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES: g. KEY INTERLOCK 0T' h ZONE-SELECTNE |NTERL000NG: |NTEGRALV |TH �EKOTECROUNO-FAULT ] I- C.)ob. MECHANICAL-EXPANSION ANCHORS. 1. CIRCUITBREAKERS: THERKAL'KAGNET|CTYPES� TRIP UNIT. U. c. CONCRETE INSERTS. SECTION 260�4_SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEVA8� AND 2. GRCIRCUIT BREAKERS: RATED FOR 9ERSONNEL i ELECTRICAL OPERATOR. �� K � � To - 0d� CLAMPS FOR ATTACHMENT TOSTEEL STRUCTURAL ELEWENTS� CABLING 3. AFCI CiRCUIT BREAKERS: AS REQUIRED BY CODE. j. ACCESSORY CONTROL POWER. 0 - W C4 CO - 0 1.1 MATERIALS 4. OPTIONSANDTYPESA8NEEOEO� E. ENCLOSURES: C� - o e. ALLSTEEL. SPRINGHEADTOGGLEBOLT8� [L n�~ F F- -J f. THREADED HANGER RODS. A. SLEEVES: F. IDENTIFICATION: 1. INDOOR, DRYANDCLEANLOCAT|ONS: NENA25O' TYPEi. ~ ' B. FABRICATED METAL EQUIPMENT SUPPORT ASSBNBL|ES� WELDED ORBOLTED 1. SCHEDULE 40 STEEL PIPE. 1. PANELBOARD LABELS: MANUFACTURER'S NAME AND TRADEMARK, VOLTAGE, 2. OUTDOOR LOCATIONS: NEMA 250, TYPE 3R. 2. CAST-IRONAMPERAGE, NUMBEROFARCFLA8HANDNUK8BEROFPOLEG STORE �f' ��f� STEEL SHAPES. PIPE. PHASES, HAZARD, . �,.~ tY 3 GALVAN�2EO-STEELSHEETFORCONDU|TSPENETRAT!NBNON-FIRE-RATED SHALLBELOCAJEDONTHE |NTER|OROFTHER4NELBOARDDODR 12F|�LO[3UAL|TY{�C}NTROL � ��O �F��T|�N ��8�S GYPSUM-BOARD ASSEMBLIES. 2. BREAKER LABELS: FACEPLATE SHALL LIST CURRENT RAT|NG' UL AND IEC A. TESTING: BYCONTRACTOR� ROJECT #: 11071-036 4. MOLDED-PE OR-PP PIPE. CERTIFICATION STANDARDS,AND AIC RATING. ISSUE DATE: Permit 06.07.2018 5. GALVANIZED-STEEL SHEET 3. C|RCU!TD|RECTORY� O|RECTORYCA�O |NG|DEPANELB��RDDOOR. K�(}UNTEO 1�3A0JU8T|NC� DESIGN MANAGER: NEHA RENGARAJAN B. SLEEVE-SEALS: IN TRANSPARENT CARD HOLDER. A. SET F1ELDADJLJSTABLE CIRCUIT-BREAKER TRIP RANGES. LEEDO AP: a 1. EPDM RUBBER SEALING ELEMENTS. G. ACCESSORIES: PRODUCTION DESIGNER: GPD GROUP 2. CARBON'STEEL �RES8U�EPLATEG� 1. A��ESSORYGET|NCLUO|NG��OLS� E�0 ��FSE��|�� G�� CHECKED BY: TOM CONNER co 3. CARBON-STEEL, WITH CORROSION-RESISTANT COATING CONNECTING BOLTS AND 2. PORTABLE TEST SET: FOR TESTING FUNCTIONS OF SOLID-STATE TRIP DEVICES ' NUTS. WITHOUT REMOVING FROM PANELBOARD. E C. HYDRAULIC-CEMENT GROUT. Revision Schedule D. SILICONE SEALANTS: 1.3FIELD {]UAL|TYCONTROL 1. SINGLE-COMPONENT, SILICONE-BASED, NEUTRAL-CURING ELASTOMERIC A. TESTING: BY CONTRACTOR. Rev Date By Description SEALANT. 2. MULTICOMPONENT, SILICONE-BASED LIQUID ELASTOMERIC NONSHRINKING END OF SECTION 262416 0 FOAM. 3. VOC CONTENT OF 250 G/L OR LESS. . . END OF SECTION 260544 ELECTRICAL 2SHEETT|TLE: 0_ . SECTION 262713 -ELECTRICITY METERING CONSTRUCTION ��U U��U��U - 1.1 E{�U|9K�ENTFOR ELECTRICITY K8ETER|NBBYUTILITY COK0PANY ��8�� U U'�� U 8��8�W ' A. UTILITY-COMPANY-COMPLIANT CURRENT-TRANSFORMER CABINETS: COMPLY ��U��U��-U�� VNTHRE U|REK�ENT8DFELECTR|CAL-POVVERUT|L�YCDK8PANY. SPECIFICATIONS ' 4 B. METER SOCKETS: COMPLY WITH REQUIREMENTS OF ELECTRICAL-POWER SCALE: AS SHOWN mo UTILITYCOK8PAN�� `_ SHEET NUMBER: cNi END OF SECTION 262713 �� ^� ��_�� 0 NEW EQUIPMENT SCHEDULE ELECTRICAL SHEET NOTES 0 DESIGN PLAN NOTES NIktf CIRCUIT DESIGN BREAKER Circuit 1. E.C. SHALL WIRE (2#12,1#12G,314"C) NEW OUTLETS A. REFER TO ELECTRICAL DETAIL SHEETS FOR EXACT " "' 11144, BACK TO EXISTING PANELBOARD. NEW BREAKERS LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL „lir ID DESCRIPTION VOLTAGE WATTAGE SIZE Panel Number WIRE SIZE SHALL MATCH EXISTING BREAKER TYPE AND AIC DEVICES. 10267 1 DOOR I'NDERCOUNTER FRIDGE 120 V 500 20A A 37 2#12, 1#12G, 314"C RATING OF PANELBOARD. E.C. SHALL VERIFY THAT EXISTING PANELBOARD HAS SPARE CAPACITY TO B. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR 10267 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A C 21 2#12, 1#12G, 3/4"C HANDLE ADDITIONAL LOAD. IN THE EVENT THAT CONFIRMING ALL VOLTAGE REQUIREMENTS ON ALL 10267 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A C 22 2#12 1#12G, 314"C THE EXISTING PANEL CANNOT HANDLE ADDED EQUIPMENT AND PROVIDING BUCK-BOOST LOAD, CONTACT ENGINEER OF RECORD PRIOR TO TRANSFORMERS AS MAY BE NEEDED FOR CODE. ALL 10808 GRINDER - WATER FILLING STATION 120 V 1400 20A C 11 2#12, 1#12G, 314"C COMMENCEMENT OF WORK. ARE NOT NECESSARILY INDICATED. 10808 GRINDER 120 V 1400 20A A 31 2#12, 1#12G, 314"C 2. EXISTING EQUIPMENT TO BE RELOCATED TO C. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ©2017 STARSUCKSCOFFEE COMPANY 12407 TURBOCHEF WARMING OVEN 208 V 6240 40A C 10,12 3#6, 1#10G, 3/4"C LOCATION SHOWN. E.C. TO EXTEND CONDUIT AND PLUMBING AND HEATING, VENTILATING, AND AIR WIRE TO NEW LOCATION. E.C. TO VERIFY THAT CONDITIONING (HVAC)CONTRACTORS FOR ANY 13676 1 DOOR REACH IN FREEZER 120 V 500 20A C 15 2#12, 1#12G, 3/4"C EXISTING WIRE AND CONDUIT ARE IN PROPER ADDITIONAL EQUIPMENT NEEDING POWER. STARBUCKS COFFEE 16238 REFRIGERATED FOOD CASE (SELF CONTAINTED) 208 V 200 20A C 7,9 2#12, 1#12G, 3/4"C WORKING ORDER, REPLACE AS REQUIRED. COMPANY D. ANY EQUIPMENT NOTED AS 'FUTURE' SHALL BE 17588 NITRO DISTRIBUTION SYSTEM 120 V 500 20A C 2 2#12, 1#12G, 3/4"C 3. EXISTING EQUIPMENT TO REMAIN. CLEAN AND PROVIDED WITH APPROPRIATE RECEPTACLES AND 2401 UTAH AVENUE SOUTH 18775 BANQUETTE TABLE POWER 120 V 540 20A C 5 2#12, 1#12G, 3/4"C REPAIR AS REQUIRED. WIRING TO ENABLE FUTURE OPERATION. SEATTLE, WASHINGTON 98134 4. NEW BANQUETE BENCH OUTLET WITH HOT USB E. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) (206) 318-1575 PORT. E.C.SHALL WIRE(2#12,1#12G,314"C) NEW BREAKERS (NOT RECEPTACLES) SHALL BE UTILIZED OUTLET BACK TO PANELBOARD. RECEPTACLES WHERE REQUIRED BY CODE AND AT ANY FLOOR BOXES. THESE DRAWINGS AND SPECIFICATIONS ARE SHALL BE (HUBBELL USB20X21 RECEPTACLE. & PROVIDE DEDICATED NEUTRAL WIRE FOR ALL THESE CONFIDENTIAL AND SHALL REMAIN THE SOLE ASSOCIATED HUBBELL FACE PLATE - MATCH CIRCUITS. PROPERTY OF STARBUCKS CORPORATION, RECEPT. COLOR). MOUNT RECEPTACLES ON WHICH IS THE OWNER OF THE COPYRIGHT IN FRONT SURFACES OF THE BENCH, ALONG THE F. EQUIPMENT REQUIRES CONNECTION TO THE BUILDING THIS WORK. THEY SHALL NOT BE TOEKICK. COORDINATE EXACT LOCATIONS ELECTRICAL SYSTEM. FURNISH AND INSTALL ALL REPRODUCED (IN WHOLE OR IN PART), SHARED WITH BANQUETTE BENCH VENDOR AND NECESSARY CONDUIT, WIRE, CONNECTIONS, WITH THIRD PARTIES OR USED IN ANY MANNER RELOCATED EQUIPMENT SCHEDULE CONSTRUCTION SUPERVISOR PRIOR TO RECEPTACLES AND OVERCURRENT PROTECTION ON OTHER PROJECTS OR EXTENSIONS TO THIS ROUGH-IN. NECESSARY TO ENSURE THE EQUIPMENT FUNCTIONS PROJECT WITHOUT THE PRIOR WRITTEN CIRCUIT PROPERLY AND COMPLIES WITH ALL APPLICABLE LOCAL CONSENT OF STARBUCKS CORPORATION. DESIGN BREAKER Circuit 5. NEW PLUG MOLD FOR"SIT HERE BAR". AND NATIONAL CODES. COORDINATE EQUIPMENT THESE DRAWINGS AND SPECIFICATIONS ARE ID DESCRIPTION VOLTAGE WATTAGE SIZE Panel Number WIRE SIZE (LEGRAND 2000 SERIES: #20GB206 OR EQUAL) REQUIREMENTS WITH MANUFACTURER CUT SHEET INTENDED TO EXPRESS DESIGN INTENT FOR A COORDINATE EXACT LOCATION, MOUNTING PRIOR TO ROUGH-IN. PROTOTYPICAL STARBUCKS STORE (WHICH IS 10110 1 DOOR REACH IN FRIDGE 120 V 400 20A SEE NOTE#2 2#12, 1#12G 3/4"C HEIGHT, AND REQUIREMENTS WITH PLUGMOLD SUBJECT TO CHANGE AT ANYTIME)AND DO I - VENDOR AND CONSTRUCTION SUPERVISOR PRIOR G. ALL FRONT BAR J-BOXES AND OUTLETS SHALL BE NOT REFLECT ACTUAL SITE CONDITIONS. 10267 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A SEE NOTE#2 2#12, 1#12G, 3/4"C TO ROUGH-1N. SURFACE MOUNTED. PROVIDE CONDUITS AS NEEDED NEITHER PARTY SHALL HAVE ANY OBLIGATION 10267 1 DOOR UNDERCOUNTER FRIDGE 120 V 500 20A SEE NIOTE#2 2#12, 1#12G, 3/4"C AND ONE (1)ADDITIONAL SPARE CONDUIT BETWEEN ALL NOR LIABILITY TO THE OTHER (EXCEPT STATED 6. NEW WATER FILLER STATION. E.C. SHALL MOUNT J-BOXES FOR FUTURE ELECTRICAL REQUIREMENTS. ALL ABOVE) UNTIL A WRITTEN AGREEMENT IS 10312 BREWER SOFT HEAT WARMING STAND 120 V 90 20A SEE NOTE#2 2#12, 1#12G, 3/4"C INSTA-HOT TAP RECETPACLE @ 26"A.F.F. MOUNT J-BOXES SHALL BE POSITIONED TO AVOID OBSTRUCTION FULLY EXECUTED BY BOTH PARTIES. 10746 DUAL BREWER SOFT HEAT 208 V 8200 50A SEE NOTE#2 3#6, 1#10G, 314"C GRINDMASTER RECEPTACLE @ 46"A.F.F. OF ANY EQUIPMENT SUCH AS REFRIGERATORS AND COORDINATE EXACT LOCATION AND REQUIREMENTS DISHWASHERS. STARBUCKS TEMPLATE VERSION i2017.11.03 12508 ON COUNTER BLENDER 120 V 1800 20A SEE NOTE#2 2#12, 1#12G, 3/4"C WITH FILLER STATION VENDOR AND CONSTRUCTION 1 SUPERVISOR PRIOR TO ROUGH-IN. H. REFERENCE LANDLORD WORK LETTER FOR DIVISION OF 12508 ON COUNTER BLENDER 120 V 1800 20A SEE NOTE#2 2#12, 1#12G, 3/4"C ELECTRICAL SCOPE OF WORK AND COORDINATE WITH ->z- 12694 MASTRENA ESPRESSO MACHINE 208 V 6200 40A SEE NIOTE#2 3#6, 1#10G, 3/4"C 7. E.C. SHALL PROVIDE JUNCTION BOX FOR FOODCASE. ;a;•:» ` 1 HARDWIRE EQUIPMENT CONNECTION. PROVIDE 12694 MASTRENA ESPRESSO MACHINE 208 V 6200 40A SEE NOTE#2 3#6, 1#10G, 3/4"C SEPERATE (1), 120V 15A AND (1)220V 20A DEDICATED 12694 MASTRENA ESPRESSO MACHINE 208 V 6200 40A SEE NOTE#2 3#6, 1#10G, 3/4"C CIRCUITS. GPO Engineering and Architecture 15186 DISHWASHER(SANITIZER) 208 V 6344 40A SEE NOTE#2 3#8, 1#10G, 3/4"C 8. MOUNT REFRIG.IFREEZER RECEPTACLES AT 48"AFF. Professional Corporation 9. E.C. SHALL REMOVE AND PRESERVE ANY ELECTRICAL 520 SOUTH MAIN ST. SUITE 2531 DEVICES ON DEMOLISHED WALLS. COORDINATE WITH AKRON, OH 44311 RESPECTIVE DICIPLINES ASSOCIATED WITH ANY P: 330.572.2100 F: 330.572.2101 DEVICES IN THIS AREA. COORDINATE ALL WORK WITH GPD PROJECT NO: 2016355.20 CONSTRUCTION SUPERVISOR PRIOR TO REMOVAL AND RE INSTALLATION. �G�-D 'w,,, � ELECTRICAL SYMBOLS LEGEND �;,� ��,c,tr� r� �z°� AIR FUTURE USE C- 14 ` 883 DATA& RECEPTACLE CURTAIN 6 5 O JUNCTION BOX ,� . E0 1 _ (50,9)1 4 E-5001r1119R1 JE-5001] $ SWITCH S�� io CI-6--� E[10267 j - .._.---__ _.- .:__......_...._-,._..� __� - _ ..._ 4140 c.c'''-EN 10 sc\fJ� 0 6/21 / 1 8 i _ c 0 � ..:: kM, 7 TELEPHONE r- -I ! 1 2 IE,12508 1 1 0 - 0 _ 03 EXPIRES:06/30/2018 W € I C_22 E 10856 I O THERMOSTAT 1 z E I 1 e ..Q IL © U C00- RECEPTACLE: DATA 00 [.....) L A 1 O 1 9O 3 :. 0o LIJ -C 21 j W _ 0 RECEPTACLE: DUPLEX J- - 0 O \ rE 10267 i E 10267 E 12694 - E 10746 J I E 12407 1 1 C -23 , RECEPTACLE: DUPLEX-INDIVIDUAL BRANCH -1. x n .. (-- - . 7 E10267 - J I. \� CL CO - - - O RECEPTACLE: HIGH Q �'' ---- mm 2 1 I o7-1 O ' ::: I_ ❑ O- 0 � - _ _ 1 � m RECEPTACLE: QUAD ' E ' L ,u ....n....,-., LL.1 D3 ' ; C-7 9 C T$ O O RECEPTACLE QUAD - INDIVIDUAL BRANCH CIRCUIT 0 co I .... , € �-I EX PANEL B -2 I le-' \,:-___J 2 \ IL___,1 . ' (i) . [ . LJ- CN a? - - • /3 1l1 RECEPTACLE: FLOOR H J • CO ® C v- - - E 12694 ,EI 12694 0 16238 0 8 EX. PANEL 'A' � U 0) o i - - - c_ 15 laj w n LL co 1 a 3 \ / NEW PANEL'C' 2 ❑ o Op (f) E-5001 �E-5001/ .._._.....'.:_.. ....f Z L.L Q OUTLET FOR C� TtS0 .‹, \e'7 \, , -I\." v ..-.... � W O C O tl I- J :. '- >\ / \ -/N., - ...____ .... . > 1 1 \>irs. ----- - "<\,.,,/\\°,./ ./).< ' , . a) lir STORE #' 3366 5 F 18792 ❑ PROJECT 11071-036 ISSUE DATE: Permit 06.07.2018 0 3 DESI MA AGER cn QO 2 GN N NEHA RENGARAJAN -::r :w :m.:::* � ` t � C -5 LEEDOAP: mm m s r `� • PRODUCTION DESIGNER: GPD GROUP €CI E 1 .___.__..i. € CHECKED BY TOM CONNER '''\) � _ E :€. 3 1.... :: n : • �t ! , Revision Schedule ' , a� ; I (v I 1J'- I i ) ...T h717,1„ 1 E 1 8 Rev Date By Description 1 - <�� u� ..,: U f F 18792 • . zI i"-- . SHEET TITLE: a. Lo ELECTRICAL DESIGN M 0 I 2' 4' 8' PLAN CV I SCALE: AS SHOWN co Scale = - E) SHEET NUMBER: N ELECTRICAL DESIGN PLAN N E-1101 CD Scale: 1/4" = 1'-0" LIGHTING FIXTURE SCHEDULE-"L" SHEET NOTES XX leir414111%4 DESIGN ID COUNT DESCRIPTION FURN, BY INST. BY BULB COMMENTS RESPONSIBILITY LEGEND LIGHTING DESIGN PLAN NOTES 1. EXISTING LIGHTING TO REMAIN. CLEAN AND ADDITIONAL LIGHTING EQUIP. RELAMP AS REQUIRED. ,.,, .. CL 4 CURRENT LIMITER FOR R SERIES TRACK- SB GC JUNO TCL2-WH GC GENERAL CONTRACTOR A. ALL FIXTURES IN WORK ROOM, BACK AND FRONT LINE, 2. EXISTING EXIT/EMERGENCY LIGHTING TO REMAIN. EC MINI END FEED 2 AMP CURRENT LIMITER-WHITE SB STARBUCKS ABOVE CONDIMENT CART,AND ANY OTHER AREAS SHALL INSPECT UNIT TO ENSURE IT IS IN WORKING ) IC PP 1 POWER PACK AND DIMMING DRIVER VENDOR SPECIFIC POWER PACK WHERE EXPOSED FOOD, CLEAN EQUIPMENT OR ORDER, REPLACE AS REQUIRED. E.C. SHALL ENSURE EXIT UTENSILS, OR UNWRAPPED SINGLE SERVICE ITEMS WILL EXIT/EMERGENCY LIGHT IS N.E.C. COMPLIANT. E.C. 11190 1 EXIT-EMERGENCY LIGHT-WHITE SB GC LITHONIA:#AFN-W-EXT BE EXPOSED, SHALL HAVE SHATTERPROOF LAMPS IF SHALL ENSURE A MINIMUM 90 MIN. BATTERY BACK UP PENDANT THE FIXTURE IS NOT LENSED. ARCHITECT OF RECORD ACCOMPANIES FIXTURE. X16307 7 PENDANT-SMALL- 111N 270MM-COPPER SB GC VENDOR SPECIFIC(LED GUBI LIGHTING:#SEMI SMALLL PENDANT TO INCLUDE APPROPRIATE LAMPS/FIXTURES ON DRAWINGS AND SCHEDULES,AND COMPLY WITH ANY 3. NEW TRACK AND NEW TRACK HEAD. EC SHALL PREFERRED) ADDITIONAL JURISDICTIONAL LIGHTING REQUIREMENT. CONNECT IN ACCORDANCE WITH THIS DESIGN. SCONCE COORDIANTE EXACT LOCATIONS AND ©2017 STARBUCKS COFFEE COMPANY 16590 2 SCONCE-BEAKER DOUBLE-BLACK SB GC INTEGRATED LED DOLAN HOSPITALITY:#589512 B. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR REQUIREMENTS WITH LIGHTING FIXTURE VENDOR X14355 2 SCONCE-KICHLER ARCHITECTURAL BRONZE SB GC INTEGRATED LED KICHLER LIGHTING: #49550AZLED(WALDEN FIXTURES/SUPPORTS. AND CONSTRUCTION SUPERVISOR PRIOR TO STARBUCKS COFFEE WALDEN -WITH METAL SHADE COLLECTION) ROUGH-IN. COMPANY STRIP C. CENTER EMERGENCY/EXIT LIGHTS ABOVE DOORS, 14409 2 STRIP-LED TAPE-VARIABLE LENGTH SB GC INTEGRATED LED AION LED: HIGH OUTPUT-COORDINATE DESIGN UNLESS OTHERWISE NOTED. 4. NEW TROFFER FIXTURE. CONNECT TO EXISTING LENGTH AND LOCATION IN FIELD CIRCUIT AND CONTROLS FEEDING EXISTING 2401 UTAH AVENUE SOUTH D. ADJUST FOCUS OF ALL TRACK AND RECESSED TROFFER FIXTURES IN THE AREA. MATCH TRIM AS SEATTLE, WASHINGTON 98134 TRACK DIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALL PER CEILING PAINT IN ALL AREAS. COORDINATE (206) 318-1575 12946 4 TRACK-WITH CONNECTORS-4FT 122CM- SB GC ARTWORK, MENU BOARDS,AND MERCHANDISE BAYS. EXACT LOCATION AND REQUIREMENTS WITH BLACK LIGHTING VENDOR AND CONSTRUCTION SUPERVISOR THESE DRAWINGS AND SPECIFICATIONS ARE 12947 2 TRACK-WITH CONNECTORS-8FT 244CM- SB GC E. IF PENDANT CYLINDERS CAN SUSPENDED LENGTH PRIOR TO ROUGH-IN. CONFIDENTIAL AND SHALL REMAIN THE SOLE BLACK EXCEEDS 48"(1220MM) FROM CEILING, REPLACE WITH PROPERTY OF STARBUCKS CORPORATION, SURFACE MOUNTED CYLINDER CANS AND SUSPEND 5. NEW PENDANTS SHALL BE CIRCUITED TO NEXT 12949 4 TRACK-WITH CONNECTORS-12FT 365CM- SB GC WITH GENERAL CONTRACTOR SUPPLIED CONDUIT AND AVAILABLE EXISTING LIGHTING CIRCUIT. E.C. SHALL WHICH IS THE OWNER OF COPYRIGHT IN BLACK J-BOX TO DIMENSIONED HEIGHT. ENSURE NOT TO OVERLOAD CIRCUIT FEEDING THE THIS WORK. THEY SHALL NOT BE 12955 57 TRACK-FIXTURE OPEN FLARED-3.5IN 90MM SB GC (1) 14516-LED PAR 20 500LM JUNO:#R531 BL AREA. REPRODUCED(IN WHOLE OR IN PART), SHARED -BLACK 2700K SPOT BLACK, OR WITH THIRD PARTIES OR USED IN ANY MANNER EQUAL 6. NEW BATHROOM SCONCE. E.C. SHALL CONNECT ON OTHER PROJECTS OR EXTENSIONS TO THIS 12958 11 TRACK-FIXTURE OPEN FLARED-5IN 125MM- SB GC (1) 14516-LED PAR 20 500LM TO EXISTING SCONCE CIRCUIT FEEDING THE PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. BLACK 2700K SPOT BLACK, OR RESTROOM AREA. COORDINATE EXACT LOCATION THESE DRAWINGS AND SPECIFICATIONS ARE EQUAL AND REQUIREMENTS WITH LIGHTING VENDOR AND 14994 9 TRACK-WITH CONNECTORS-391N 1000MM- SB GC CONSTRUCTION SUPERVIOSR PRIOR TO ROUGH-IN. INTENDED PROTOTYPICALTO EXPRESS DESIGN IFOR A STARBUCKS STORREE((WWHICH IS BLACK SUBJECT TO CHANGE AT ANYTIME)AND DO 14996 1 TRACK-WITH CONNECTORS-591N 1500MM- SB GC 7. 2 AMP TRACK CURRENT LIMITER. SEE FIXTURE NOT REFLECT ACTUAL SITE CONDITIONS. BLACK SCHEDULE FOR MORE INFORMATION. NEITHER PARTY SHALL HAVE ANY OBLIGATION TROFFER 8. NEW DRIVE THRU SCONCE. E.C. SHALL CONNECT NOR LIABILITY TO THE OTHER(EXCEPT STATED 11404 2 TROFFER-RECESSED-48X24IN 1220X610MM SB GC (3) 12890-FL T8 20-29W LITHONIA#2GT8-3-32-Al2-MVOLT-1/3 GEB10IS TO EXISTING EXTERIOR CIRCUIT FEEDING THE ABOVE) UNTIL A WRITTEN AGREEMENT IS -WHITE FULLY EXECUTED BY BOTH PARTIES. DRIVE THRU AREA. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH LIGHTING VENDOR AND CONSTRUCTION SUPERVIOSR PRIOR TO ROUGH-IN. STARBUCKS TEMPLATE VERSION 12017.11.03 9. NEW EMERGENCY EGRESS LIGHTING. INSTALL A-----, REMOTE CONNECTION TO EXISTING EMERGENCY LIGHTING FOR POWER. E.C. SHALL COORDINATE EXACT LOCATION AND REQUIREMENTS WITH LIGHTING VENDOR AND CONTSTRUCTION SUPERVISOR Atr.,..A, PRIOR TO ROUGH-IN. GPD Engineering and Architecture 10. NEW SECURITY LIGHTING SHALL MATCH EXISTING. Professional Corporation CONNECT NEW LIGHTING FIXTURE TO EXISTING 520 SOUTH MAIN ST. SUITE 2531 EXTERIOR LIGHTING CIRCUIT AS SHOWN. AKRON, OH 44311 COORDINATE EXACT LOCATION AND REQUIREMENTS P: 330.572.2100 F: 330.572.2101 WITH LIGHTING VENDOR AND CONSTRUCTION GPD PROJECT NO: 2016355.20 SUPERVISOR PRIOR TO ROUGH-IN. 11. RELOCATED TRACK AND TRACK HEADS. RELOCATE /01- P.Cp TRACK AND HEADS TO LOCATION SHOWN ON s L X1435 L X14355 DRAWING. EC SHALL CONNECT TO EXISTING CIRCUIT c^ �c'}N �p /�2 FEEDING TRACK THAT WAS REMOVED DURING Zr itiDEMOLITION. 8'39 `°J ,. -1-. L 12955 12. RELCOATED TRACK AND NEW TRACK HEAD. EC SHALL •R .4 L 14994 - CONNECT IN ACCORDANCE WITH THIS DESIGN. ctiI COORDIANTE EXACT LOCATIONS AND s�s,,'Ar 13.2c\ �b a� # co 06 L 12955— — _ _ REQUIREMENTS WITH LIGHTING FIXTURE VENDOR FV P 06/2 i /1 ® ;: AND CONSTRUCTION SUPERVISOR PRIOR TO �N P. SGS - i 14994 - ROUGH-IN. 7EXPIRES:06/30/2018 i .11 g . .$ -V J ( I t 13. POWER PACK FOR CAFE' UNDERCOUNTER LED Q /;1 (e) {± STRIP LIGHTING.COORDINATE EXACT LOCATIONS AND L 12955 L 12947 F �/ C-17 REQUIREMENTS WITH LED LIGHTING VENDOR AND I I ' ®0® �, r CONSTRUCTION SUPERVISOR PRIOR TO ROUGH-IN. 1 1 (/) ) i' CI) Cr==.18. ..C2.W.-.:,g 1- t. W,� `Aa 4Q 11404 1If (.10 --- ,.�.. ` „ IN L 12955 ., 74. — �`, 0 ( :L 14994 L/ / 0 T 2 L 12955 L 12955 —J 9o.--L 12955 1 55 L 12947 L CL CO L L 14994 Q.. 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PROJECT #: 11071-036 �� JJ .____._� .___._.__ ___._- ___._-. \ o C(h_ ., 12 C -20 a r (d) (g) S ISSUE DATE: Permit 06.07.2018 e aN---„,----- �'��'I'/ CAFE CAFE _ (h): L: 00 MANAGER: NEHA RENGARAJAN N J = •�'�-'�' TRACK ACCENT PRODUCTION DESIGNER: GPD GROUP o --` ,�.. ! i L CL Q __�- •`, PEND. BY: TOM CONNER co / ._ . _ L J la. _ T , , CHECKED .0 O O /Q O 0 ( .-.. Revision Schedule / ° 0 ® _.,/ �- � . M H . ..... .. ......... . . . . . . . - ..--- - LIGHTING CONTROL DETAIL Rev Date By Description De Scale N.T.S r1 ..) J . V L X16307 j�� } f I��MIIIIIIIMIlISHEET TITLE: - --ALIGHTING DESIGN PLAN NI- N 0 10 I 2' 4' 8' _ tet. L 11190 M I SCALE:AS SHOWN zs DESIGN PLAN O O, o Scale:1/4"=1'-0" g1LIGHTINGSHEET NUMBER: N Scale: 1/4"= 1'-0" E-1104 iiiiMilok *11 ; 11111kirt: 8'-9" / / POWER AND 1 -9" 2'-7 1/2" 1'-3" DATA RECEPTACLES / POWER AND / / / AT 26"(660 MM)A.F.F. if It — QUAD RECEPTACLE. DATA RECEPTACLES NNA. FOR GRINDER, SCALE AT 26"(660 MM)AT.F. AND FUTURE USE 1 QUAD RECEPTACLE-. #0:4© — 111):::10 1 -P i ----‘iT_ , , DATA PORT FOR. 0 2017 STARBUCKS COFFEE COMPANY - FOR COFFEE 1 i- ''--,.. -.1 I '-e•-I a.- ...., ,... .niD, FUTURE USE WARMERS -1., •''''''',,,..n f.14.: .›.Fl : 1 $. A-31 1 *r- i-- STARBUCKS COFFEE RECEPTACLE FOR. "; •:: ;P'.:"-i ::; :::;::; ::;;;;;;;w ;I• ;i; ; >-..° ! ::•! -. 1 11 FUTURE USE :i.-::,•••••,•:,,,,:::,:,:;L.:1: LI•, :::%:"Lj ii I U. COMPANY , (2) DATA PORT FOR. . III ., I ' •', FUTURE USE , y ,,m, 2401 UTAH AVENUE SOUTH VO! r:,;; ',..' C;,::=3 ' SEATTLE, WASHINGTON 98134 _., ,..„...........,... .. . POWER AND ,„.• -?g, -::::L-.--,==c;:;';-1-:-:':;:::.:i.,-1 ) • (206) 318-1575 --:' :::f-'----- --'::::!:::!.;:i L-,,,,,,,,;,,;,g • DATA RECEPTACLES AT 26"(660 MM)A.F.F. . THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE RECEPTACLE FOR Jr 3'-6 1/4" PROPERTY OF STARBUCKS CORPORATION, BREWER / WHICH IS THE OWNER OF THE COPYRIGHT IN DATA PORT FOR. THIS WORK. THEY SHALL NOT BE FUTURE USE 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 BRW 04-02 ELECTRICAL CONSENT OF STARBUCKS CORPORATION. 6THESE DRAWINGS AND SPECIFICATIONS ARE scale: 3/4"= 1'-0" INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2017.11.03 6'- 10" / / 3'-5" 7/ 1'-3 1/2" a ;-0• — ..A. / .......... _ GPO Engineering and Architecture POWER AND POWER AND DATA RECEPTACLES ...i CI (I) 0 A©© ' , , : RECEPTACLE FOR INSTANT HOT CA/y6. rvimA.RECEPTACLES. . Professional Corporation AT 18"(460 MM)A.F.F. • 2 2 ; 18"X 3"(460 MM X 75 MM) P 1 C- 10,12 WATER TAP AT 26"(660 MM)A.F.F. 520 SOUTH MAIN ST. SUITE 2531 DEDICATED DEDICATED RECEPTACLE STUB-UP PENETRATION \ 1 copRT:: IRON, OH 44311 FOR POS , AREA. SUPPLY POWER, . RECEPTACLE QUAD RECEPTACLE FOR GRINDER, SCALE P: 330.572.2100 F: 330.572.2101 1 FOR WARMING .QUAD RECEPTACLE FOR DATA AND PHONE AND FUTURE USE GPD PROJECT NO: 2016355.20 SAFE SECURITY AND •,z _ CONDUITS FOR POS AND OVEN AT 26" Ar— ,.„ FUTURE USE , POWER CONDUIT FOR (660 MM)A.F.F. ,,-;z- Ill .. DATA PORT FOR l's -...---3 FUTURE USE .QUAD RECEPTACLE FOR PASTRY CASE. SEE C-13I e- .. c '1 +.------: - 1 !I C- 1 1 -s ELECTRICAL DESIGN PLAN ,! il c, / FUTURE USE '1 ;„I '- :7::, . ..„:::222 — !I cy ,,,,,c,1 N E •-,,i) 01, .JUNCTION BOX FOR PHONE ,.. FOR FINAL LOCATION. i 1 i•cr \-' --, i Cc -Yr DATA PORT FOR SAFE : • • . .; : :, . . . • • . , . : . _...„ ,.... . ...........„. 8:390.• SECURITY . : • . . :, . .• . , •••• : : I 1 !I . 1 "•••• 2-DATA PORT FOR POS • : 2-DATA PORT FOR FUTURE , ••... USE 0,,, .• \' • ,. , .. co : , ,., ,..,------.-;.:.. ..,, ; i-N, • . . 06/21 /18 as : . : g : 1. .i...... , UNDERCOUNTER /4 1 i .. ..... ...:t I._ .... .. . ......;.- .• ---•• . ., ?..."--- EDGE OF COUNTERTOP ,,, EXPIRES:06/30/2018 . : LU SAFE BOX BASE (BELOW) W - < EDGE OF CABINET I SHELVING (BELOW) LIJ co ELECTRICAL - WRM 02 01 ELECTRICAL - WATER FILLING STATION rt (.....) POS 01-01 ELECTRICAL 4 Scale: 3/4"= 1'-0" '' Scale: 3/4"= 1'4Y Scale: 3/4"= I-0" _I a) o I as I-- a) *_ III i al 2 0 CO '2 co POWER AND LL C1 0) h. DATA RECEPTACLES i -- — —2 AT 26"(660 MM)A.F.F. --- 6 0 0") — cr) ce) t.(2) RECEPTACLES ' 'NN, 12'-3" co•,... di Ili fi 1.1_, 9 FOR CUP LABELERS -/ c0 .2-DATA PORT FOR _...1 2 0 a 0 r-- 1 -10 1/2" 2'- 1 1/2" 1 1/2" 1'-6" 2'-9" , < 0 0 CUP LABELERS , ir 1-n POWER AND A-37 ; .... ; POWER AND • a) DATA RECEPTACLES 1 )0! . DATA RECEPTACLES . 2 ! 2 , AT 26"(660 MM)A.F.F. • • III 0 3 Lo 0 QUAD RECEPTACLE 1 .I L.— •-•.-..•••, •-•••..... — -.QUAD RECEPTACLE • (3 _ w EL I— tY CO FOR UNDERCOUNTER • FOR UNDERCOUNTER !. a. T— i— o REFRIGERATOR , • _.i REFRIGERATOR .... 1--- ....- , , ; • „ k 1. , • ,.... ,.... .... , - 'DEDICATED • , :1-=• DEDICATED _ > ' ' RECEPTACLE FOR STORE #: 3366 RECEPTACLE FOR ;i:i PROJECT #: 11071-036 W ESPRESSO MACHINE : A- 13 ::: r----------- -,------;•:., , Il II , .• ::, '-,: • - '' --"T- —- --, 4 „.„.... .....,...-- ESPRESSO MACHINE ;:::::*;;;i:::::::•;;;;, . °2-DATA PORT FOR 2-DATA PORT FOR , • , • ......-----••'--<:, ;I! ii; „,-•„„-- --,,,\„;;1 i 11 q .,•--.. - .....-• Y 1 .--, o... ! - ,' ii,,"„.,- ,„ „j;I 1 •,, : '").....' ' ':l' ' FUTURE USE .,.,.... i : . :.,.. ,..",.. ,;.1 m /j".. . '' ! V i : ISSUE DATE: Permit 06.07.2018 FUTURE USE ...,.. ---- .1. , . • •,;••• N i , — i I\ 4 ''' DESIGN MANAGER: NEHA RENGARAJAN co ,1E„,,,, J.14.. 1 , • , , ?„ :i POWER . : , -.;,; , , i ii — ' .:._:._.,.,,.............f...,%- ' f \ :ff:: LEEDO AP: k: i ,,, .. `""' 0 __.,„..,„..„..,.:....,.„ ..f:...ci !E::::::.:::::= i l' \ i I i g , .,„, POWER RECEPTACLE PRODUCTION DESIGNER: GPD GROUP RECEPTACLE FOR .;„,,,; .:\-c - - : , .,, ,, II \\. ---.....-.../../ ; 1 s••••••• •••,„........,../ ; ;z, . . . - - • . . . tly INSTANT HOT • . :,--- -----T:•:;.--......; ':;i::......,,;;;;;.„, :...L..-.:..:-;..: ....: .:,.w.„...,,•.,- --------...--, -----..... .- ' , ,. ' FOR INSTANT HOT CHECKED BY: TOM CONNER • ; ............................... ; cri WATER TAP AT 26" , . •: , : , WATER TAP AT 26" I: :.,; :----.. T4:. .... .. 1 1 . , ; . CD. (660 MM)A.F.F. ..... . 0.,......„'....„•&;!•-,T;-t-:,:•=::-,;:::::-=.;::::;i::g;m : ----,.... - : (660 MM)A.F.F. Revision Schedule E O., . : -.-. ... , ' -,,,,,,,,,,,,,, ' ,, / , : . . . . : i . .....,. En_ : i . . , •' 21"X 3" (460 MM X 75 MM) • Rev Date By Description a) ...I .. , : . f i I •" " " STUB-UP PENETRATION C-2 co 0 AREA. SUPPLY POWER, _ 411) RECEPTACLE -.--. 3'-6 1/4" 1'-9" DATA,AND PHONE CONDUITS / - FOR POS AND POWER FOR NITRO UNDERCOUNTER CONDUIT FOR PASTRY CASE. UNDERCOUNTER REFRIGERATORS SEE ELECTRICAL DESIGN REFRIGERATOR PLAN FOR FINAL LOCATION AT 26"(660 MM) 2 A.F.F. SHEET TITLE: CL 1,.. ESP 06-01 ELECTRICAL 430 ELECTRICAL - NIT 01 01 ELECTRICAL DETAILS - -cr i63/4"= V-0" C\I Scale: 3/4"= 1'-0" Scale: SCALE:AS SHOWN co its SHEET NUMBER: c\I cs c\I E-5001 co Existing Panel: A New Panel: C *Ite Location: WORKROOM 13 Volts: 120/208 Wye A.I.C. Rating: EXISTING (SEE NOTE) Location: WORKROOM 13 Volts: 120/208 Wye A.I.C. Rating: 22K(SEE NOTE) *pp .....; ,.,,IIIIIIIII AIL I Supply From: Phases: 3 Mains Type: MCB Supply From: A Phases: 3 Mains Type: MLO Mounting: Recessed Wires: 4 Mains Rating: 225 A Mounting: Recessed Wires: 4 Mains Rating: 100 A Enclosure: NEMA 1 MCB Rating: 200 A Enclosure: NEMA 1 MCB Rating: 100 A Notes: Notes: NEW BREAKERS ARE IN BOLD TEXT. MATCH EXISTING AIC RATINGS OF EXISITNG CIRCUIT BREAKERS I , - 1 NOTES OC 2017 STARBUCKS COFFEE COMPANY NOTES CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT NOTES CKT Circuit Description Trip Poles A B C Poles _ Trip Circuit Description CKT NOTES 1 EXISTING NGR PLUGS 20 A 1 360 VA 4100... _ 2 50 A EX. TWIN BREWER 2 1 EXISTING D.T. STRAM 20 A 2 100 VA 500 VA 1 20 A NITRO DISTRIBUTION SYSTEM 2 STARBUCKS COFFEE 3 EXISTING MUSIC/BATH 20 A 1 300 VA 4100... -- -- -- 4 3 -- -- -- 100 VA 360 VA 1 20 A SAFE/SECURITY 4 COMPANY 5 EXISTING COMPUTER 20 A 1 300 VA 180 VA 1 20 A EXISTING SECURITY 6 5 BANQUETTE TABLE POWER 20 A 1 900 VA 360 VA 1 20 A "SIT HERE" BAR POWER 6 7 EXISTING REACH IN 20 A 1 500 VA 180 VA ••:.. 1 20 A EXISTING SECURITY 8 7 FOOD CASE POWER 20 A 2 100 VA 180 VA • 1 20 A FOODCASE SE LIGHTING 8 2401 UTAH AVENUE SOUTH 9 EXISTING FILTER 20 A 1 500 VA 180 VA 1 20 A EXISTING SECURITY 10 9 -- -- -- 100 VA 3120... 2 40 A D.T.WARMING OVEN 10 SEATTLE, WASHINGTON 98134 11 EXISTING SINGLE DOOR REF. 20 A 1 ••• • 360 VA 180 VA 1 20 A EXISTING BAR MONITOR 12 11 WATER FILLING STATION GRINDER 20 A 1 _ 1400... 3120... -- -- -- 12 (206) 318-1575 13 INSTA HOT TAP POWER 20 A 1 1920... 1920... :. • 1 20 A INSTA HOT TAP POWER 14 13 WATER FILLING STATION INSTA HOT... 20 A 1 1920... 180 VA 1 20 A AIR CURTAIN 14 ' THESE DRAWINGS AND SPECIFICATIONS ARE 15 ;EXISTING D.T. CAB. 20 A 1 180 VA 180 VA .. 1 20 A EXISTING BAR CAB. 16 15 1 DOOR FREEZER 20 A 1 500 VA 32 VA 1 20 A SUNROOM PENDANT LIGHITNG 16 CONFIDENTIAL AND SHALL REMAIN THE SOLE 17 EXISTING BATH LTG. 20 A 1 250 VA 3100... 2 40 A EX. ESPRESSO MACHINE 18 17 CAFE'/ARWORK TRACK LIGHTING 20 A 1 240 VA 240 VA 1 20 A BACKBAR TRACK LIGHTING 18 PROPERTY OF STARBUCKS CORPORATION, 19 EXISTING B. BAR PLUGS 20 A 1 180 VA 3100... :; 1 • -- - - 20 19 CAFE' SEATING TRACK LIGHTING20 A 1 240 VA 240 VA 1 20 A CAFE'/CORRIDOR LIGHTING 20 WHICH IS THE OWNER OF THE COPYRIGHT IN 21 EXISTING B. BAR PLUGS 20 A 1 180 VA 3100... 2 40 A EX. ESPRESSO MACHINE 22 21 U.C. REFRIGERATOR 20 A 1 500 VA 500 VA • 1 20 A U.C. REFRIGERATOR 22 THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED 23 EXISTING BLENDER 20 A 1 • 1800.. 3100... -- -- -- 24 23 FUTURE USE RECEPTACLE 20 A 1 180 VA 180 VA 1 20 A W.O.C. POWER 24 WITH THIRD PARTIES OR USED IN ANY MANNER .. � 2 40A EX. ESPRESSO 25 ,EXISTING BLENDER 20A 1 1800... 3100 S 5S0 MACHINE 2625 UNDERCNTR. LED STRIP PWR PACK 20 A 100VA VA 1 20A Spare 26 S G 1 0 ON OTHER PROJECTS OR EXTENSIONS TO THIS 27 EXISTING BLENDER 20 A 1 1800... 3100... -- -- -- 28 27 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 28 PROJECT WITHOUT THE PRIOR WRITTEN 29 EXISTING BLENDER 20 A 1 1800... 2808... 2 30 A EXISTING ICE MACHINE 30 29 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 30 CONSENT OF STARBUCKS CORPORATION. - 31 GRINDER 20 A 1 1400... 2808... -- 32 Total Load: 3560 VA 5212 VA 6620 VA THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A 33 EXISTING COFFEE WARMER 20 A 1 360 VA 180 VA 1 20 A EXISTING EQUIPMENT 34 Total Amps: 30 A 46 A 57 A PROTOTYPICAL STARBUCKS STORE (WHICH IS _ 35 D.T. CUP LABELER 20 A 1 • 360 VA 0 VA 1 20 A Spare 36 Legend: SUBJECT TO CHANGE AT ANYTIME) AND DO 37 B. BAR REFRIGERATOR 20 A 1 500 VA 3560... 3 100 A NEW PANEL C 38 NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION 39 Spare 20 A 1 • 0 VA 5212... -- -- -- 40 NOR LIABILITY TO THE OTHER (EXCEPT STATED 41 Spare 20 A 1 0 VA 6620... -- -- - 42 Load Classification Connected Load Demand Factor Estimated Demand Panel Totals ABOVE) UNTIL A WRITTEN AGREEMENT IS Total Load: 25428 VA 19372 VA 20858 VA Other 500 VA 100.00% 500 VA FULLY EXECUTED BY BOTH PARTIES. Total Amps: 214 A 161 A 176 A Power 940 VA 100.00% 940 VA Total Conn. Load: 15392 VA Legend: Lighting 1272 VA 125.00% 1589 VA Total Est. Demand: 13035 VA STARBUCKS TEMPLATE VERSION i2017.11.03 Kitchen Equipment 7640 VA 65.00% 4966 VA Total Conn. Current: 43 A r Receptacle 5040 VA 100.00% 5040 VA Total Est. Demand Current: 36 A .00*:"''"E'''''''''''':-. ,* . Load Classification Connected Load Demand Factor Estimated Demand Panel Totals " 'A Other 500 VA 100.00% 500 VA '/..:,g .. • Power 940 VA 100.00% 940 VA Total Conn. Load: 65658 VA Notes: Lighting 1522 VA 125.00% 1902 VA Total Est. Demand: 47042 VA CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND SHALL CALCULATE SHORT CIRCUIT FAULT CURRENT AND ARC FLASH AND GPD Engineering and Architecture Kitchen Equipment 49016 VA 65.00°/fl 31860 VA Total Conn. Current: 182 A PROVIDE LABELS ON ELECTRICAL EQUIPMENT PER N.E.C. AND LOCAL JURISDICTION. CONTRACTOR SHALL PROVIDE EQUIPMENT RATED FOR FAULT CURRENT. Professional Corporation Receptacle 13680 VA 86.55% 11840 VA Total Est. Demand Current: 131 A 520 SOUTH MAIN ST. SUITE 2531 AKRON, OH 44311 P: 330.572.2100 F: 330.572.2101 Notes: GPD PROJECT NO: 2016355.20 CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND SHALL CALCULATE SHORT CIRCUIT FAULT CURRENT AND ARC FLASH AND PROVIDE LABELS ON ELECTRICAL EQUIPMENT PER N.E.C. AND LOCAL JURISDICTION. CONTRACTOR SHALL PROVIDE EQUIPMENT RATED FOR <.o PC:p ... � FAULT CURRENT. � G � � c ss', 8:390' re! OR �Q i ALs TF FN p SG�P`)� 06/21 /18 E .-`1 OUTSIDE INSIDE EXPIRES:06/30/2018 W X 4#2 KCMIL, #8G CD / IJJ U 0 r--, NEW EX. 225A EX. 225A U I l� I 100A PANEL PANEL ^ al k III PANEL 120/208V 120/208V I-- . 0 `�EXISTING 400A 208/120V 3 O, L--J 4W SERVICE CT CAB & 120/208V 3P I I 3P METER I 3P MCB MLO I W = --. I MLO U c EXISTING I I N UTILITY I I — PADMOUNT I I 0 U 0) 0 co TRANSFORMER L J W Q ,, o FLOOR/GRADE 1T] 111 IY oI I I I I ¢ O T TO SERVICE ---_J L J 1 L J , z Q Q WQ w � � ' (0Qj� EXISTING 200 AMP GROUND RODS, WATER MAIN, BLDG � � � To FEEDER (VERIFY) STEEL AND REBAR PER NEC 0 ` 8 C� V o (EXISTING, VERIFY) IZ I— 0_ . F- -J a NOTES: STORE #: 3366 Q1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY AND PROJECT #: 11071-036 p CALCULATE SHORT CIRCUIT FAULT CURRENT AND ARC FLASH AND PROVIDE LABELS ON ELECTRICAL EQUIPMENT PER N.E.C. AND LOCAL ISSUE DATE: Permit 06.07.2018 JURISDICTION. CONTRACTOR SHALL PROVIDE EQUIPMENT RATED DESIGN MANAGER: NEHA RENGARAJAN p FOR AVAILABLE FAULT CURRENT. LEEDDAP: ca 2. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY& PRODUCTION DESIGNER: GPD GROUP 0 EXAMINE EXISTING CT CABINET& METER BASE PER POWER CHECKED BY: TOM CONNER co COMPANY REQUIREMENTS. = 3. ALL TRENCHING, BACKFILL, SITE RESTORATION AND WARNING TAPE E DETECTABLE BY CONTRACTOR. VERIFY DEPTHS OF CONDUITS Revision Schedule cn COMPLY WITH NEC, POWER COMPANY JURISDICTION. N 4. PROVIDE EXPANSION FITTINGS IF REQUIRED BY LOCAL Rev Date By Description N D JURISDICTION. a 5. CONTRACTOR SHALL CO-ORDINATE WITH POWER COMPANY, VERIFY 12 MONTH MAXIMUM DEMAND LOAD. MULTIPLY BY 1.25, ADD NEW LOAD PANEL 'C'AND VERIFY NO OVERLOADS POSSIBLE BEFORE START OF WORK. CONTACT ENGINEER AND CONSTRUCTION MANAGER IF OVERLOAD IS POSSIBLE. 2 6. E.C. SHALL VERIFY ALL EXTERIOR AND INTERIOR EXISTING SHEET TITLE: 0- ELECTRICAL SERVICING CONDITIONS AND CONNECTIONS PRIOR TO N- ANY WORK BEGINNING. IF E.C. DISCOVERS ANY INCONSISTENCIES, ELECTRICAL PANEL N WORK CONTACT BECONSTRUCTION UCTION SUPERVISOR AND ENGINEER PRIOR TO SCHEDULES 4 SCALE: AS SHOWN co N SHEET NUMBER: 0 EXISTING SINGLE LINE DIAGRAM Scale N.T.S E-6001