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Plans BLP2014 - 00277 ABBREVIATIONS GENERAL NOTES PROJECT CONTACTS VICINITY PLAN ; "{�`'; `'�� 3PL THIRD PARTY LOGISTICS 1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL MAILING ADDRESS: STARBUCKS COFFEE COMPANY .. .. 1. 4 A SUBMITTED BY THE LANDLORD OR STARBUCKS SITE SURVEYOR 2401 UTAH AVENUE SOUTH V ,. 2014 DRAWINGS S SU P. - D10 M TO S S A/ FAMILIAR WITH THE SITE CONDITIONS PRIOR TO SS C AIR CONDITIONING AND BECOME THOROUGHLY „ 0 7: SEATTLE WASHINGTON 98134 1 ... ............. :...3..II.x ......... .. .n. ...... 6ttaT 6....':. ... . ACT ACOUSTICAL CEILING TILE BIDDING OR CONSTRUCTION. ..... >, 11: ,;!: ;,O >T �, 206 318-1575 'z ,< ; \I. a f, R'I ", _04 `,TIG ARB, ADJUSTABLE ( ) ;P I Gi, �. ;_, zJF£rx. �E.. yT[, .23 :: ::: ,2 ' ....... F.:. ::: Y SI I, WITH STARBUCKS CONSTRUCTION g _ : _ 1. � ,. 0 AFF ABOVE FINISHED FLOOR 2. GENERAL CONTRACTOR SHALL CONSULTS U f : 1. a LANT N ... . C,.,:�.f< i Fi$. :..:: IE DESIGN N MANAGER. ASHLEY B Oiiiiiiiia_ ; ;,, AMP AMPERE MANAGER TO RESOLVE ANY CHANGES, OMISSIONS, OR PLAN DISCREPANC S S G �:; .. STARBUCKS COFFEE COMPANY 4Y:' ARCH ARCHITECT PRIOR TO BIDDING OR CONSTRUCTION F .w Sex>s rs: ka:.iviS:., z SYa �uS, s 2401 UTAH AVENUE SOUTH1. 1. 1. �riY s : yFs: 4 i ::: BOH BACK OF HOUSE 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL SEATTLE WA 981341. �:2- COUNTY, STATE,AND FEDERAL CODES AND ORDINANCES. (206) 318-2424 PHONE1. r' 1. .,li. �` CAB CABINET -" aK1R , } .N'. �,4y'� iY�h.= i� r STARBUCKS COFFEE CL CENTER LINE 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. . A. MZ. �w: •?els' :':�\ 'fid .4i`.: k,i* . >#,.2'?c-..nF"a:: r4k€cs31.,x.. ::':;�•C` J s �.rr.xur.,a...: a<.- CLG CEILING CONSTRUCTION MANAGER: RON BLANCHETTE µ s u' a err A :... , w a :2 �: COMPANY CM CONSTRUCTION MANAGER 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING STARBUCKS COFFEE COMPANY ;.• il; I'llI'll „_ ') v. CTR CENTER CLEARANCES REQUIRED BY OTHER TRADES,AND NOTIFY STARBUCKS 10260 SW GREENBURG RD SUITE 5001. �,t ¢:;2' T3Mi. ti.�K: 2 ' 2401 UTAH AVENUE SOUTH CX COMMISSIONING CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING PORTLAND, OR 97223 ,` ,"' s a�Y w : � <<_ sxx,2c R SEATTLE, WASHINGTON 98134 CXA COMMISSIONING AGENT WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED (503) 572-4345 PHONE : � 11a ?'` I'll ,: SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BETAKEN FROM (503)892-2250 FAX k1 . 1. 1. �.; x �" (206) 318-1575 DEG DEGREE DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 1. 1. "' 'r,. _ ,� �� j `` DET DETAIL LANDLORD: MAJ DDEVELOPMENT w '' n ss \ L DIA DIAMETER 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, BRANDI WELTER I s <; ti �S ___ THESE DRAWINGS AND SPECIFICATIONS . , 1.� *', ARE CONFIDENTIAL AND SHALL REMAIN THE DIM DIMENSION FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY 300 W. 15TH STREET, SUITE 200 k n alk .k ),ia£va 9 660 a>° I'll .,, �a?;st. SOLE PROPERTY OF STARBUCKS DM DESIGN MANAGER BECOME DAMAGED DURING THE COURSE OF THE WORK. VANCOUVER, WA 8 r, -' DN DOWN 360) 823-5125 PHONE ' s=,: i 'F'>24 "' IR 2 y `" CORPORATION. THEY SHALL NOT BE ( ag; REPRODUCED(IN WHOLE OR IN PART), °Y''HY 314xk, ti 1' p' 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR Ems' r•� ,a, �P : , '`1 . , & . ,;Y: 2 s SHARED WITH THIRD PARTIES OR USED IN EA EACH FIRE PROTECTION, PLUMBING, MECHANICAL,AND ELECTRICAL SYSTEMS PRIOR ARCHITECT OF RECORD: HOLST ARCHITECTURE1. „ is EL ELEVATION TO INSTALLATION OF SUCH SYSTEMS. 110 SE 8TH AVE 1. �) I;, ANY MANNER ON OTHER PROJECTS OR EQ EQUAL PORTLAND, OR 972141. 1.1. 1. .r= 1. EXTENSIONS TO THIS PROJECT WITHOUT EXIST EXISTING 8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE (503)233-9856 PHONE 3' £ I'll N �, '° THE PRIOR WRITTEN CONSENT OF .1 I ;: • ; `,i. ti:: STARBUCKS CORPORATION. THESE EXT EXTERIOR AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE (503)232-7135 FAX ti11:1,11 1. :,# r;r, ,; >,,;`.11 A PART OF THE GENERAL CONTRACTOR'S"STORE CLOSE-OUT PACKAGE"AS TMI'll r ). a ,k DRAWINGS AND SPECIFICATIONS ARE " (NEER: RENSCH ENGINEERING ,;,: z; ,` iy INTENDED TO EXPRESS DESIGN INTENT FF&E FURNITURE, FIXTURE,AND EQUIPMENT DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT. MEP ENG a?, . 1 r ,, 1. M il FOR A PROTOTYPICAL STARBUCKS STORE FIO FURNISHED AND INSTALLED BY OWNER 111 AVE C, SUITE 104 `' ;>2 ` `' "> ,5 5.;; X,' WHICH IS SUBJECT TO CHANGE AT FLR FL R R INATIN DELIVERY OF SNOHOMISH WA 98290 "' �` :: 00 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COO D G 16- mcg, ACTUAL FOH FRONT OF HOUSE MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS (360) 863-6677 PHONE �,��; .; ,:,,, ANYTIME)AND DO NOT REFLECT AC U i"f '' " '=' I r SITE CONDITIONS. NEITHER PARTY SHALL FT FOOT/FEET DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. REFER TO (360)863-3565 FAX 1. _ �' ' «�' R LIABILITY TO CONSTRUCTION MANAGEMENT AGREEMENT FOR METHODS AND LEAD TIMES. t_ z' HAVE ANY OBLIGATION NO 11 . rr, <; THE OTHER(EXCEPT AS STATED ABOVE) G GROUND SURVEYING ARCHITECT: KDW SALAS O'BRIEN �.< <' 2.[', >, 5'u5:':fr.:`<3 S'�F,u t.?� r,:a {2sro:klK, : ,�.�:12;1f .-!i .f A,< w IS FULLY GC GENERAL CONTRACTOR RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND 10202 5TH AVENUE NEF. c" 1- N„ UNTIL A WRITTEN AGREEMENT 10. RESPONS O SU r, _ ,. s>r .,€€ hw� R2 - EXECUTED BY BOTH PARTIES. EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE SUITE 3001. 1111111.-. _' 1 . HC HOLLOW CORE COLUMN LABELED"RESPONSIBILITY". SEATTLE,WA 98125 " w' ' �� "°""' " HDW HARDWARE (206) 547-1940 PHONE 547-8212 F HM TALL' SHALL MEAN TO 206 FAX HOLLOW W METAL F DOCUMENTS, TO"INS S L O O 11. FOR THE PURPOSE O THE DOCU ( ) :<: : HORIZ HORIZONTAL PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, - HR HOUR ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS,AND OTHER ITEMS STRUCTURAL ENGINEER: SETH DAVIS HT HEIGHT REQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESS FROELICH ENGINEERING N 6969 SW HAMPTON S T. HVAC "HEATIN VENTILATING AND AIR CONDITIONING" TED. .................. G OTHERWISE NO »»> €;;.. <:::::::: PORTLAND, OR 97223 ID INSIDE DIAMETER 12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS (503) 924-6314 PHONE DESIGN MANAGER. LL LANDLORD AERIAL VIEW 13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION. MAX MAXIMUM MEP "MECHANICAL, ELECTRICAL,AND PLUMBING' _, Er r€ _ MFR MANUFACTURER INDEX OF SHEETS ,.,, -p ,x MIN MINIMUM x: ` 2e;<; �. s 2::;. .:: "`" . 11,111.1 NIC NOT IN CONTRACT >k k y'z >'<;;._,;;;;::,: rs-D 0� NL NIGHT LIGHT SHEET SHEET TITLE ,` ;.. '�r NTS NOT TO SCALE ARCHITECTURAL SYMBOL LEGEND „`._` . A GENERAL ., � �-,�•' >?. Cc ON OD OUTSIDE DIAMETER "I N110U E"191 �� NTER G-0001 GENERAL INFORMATION �� a'i .`i i 3`Nfw,„ G-0002 CODE SUMMARY PLAN b , OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED rri '„ V . . OF/OI OWNER FURNISHED/OWNER INSTALLED G-0003 HEALTH DEPARTMENT PLAN -� - NORTH ARROW PXXX-ES PAINT TAG N 0 G-0010 DESIGN SPECIFICATIONS11ilm �' tr 5„<. sna PD PRODUCTION DESIGNERAI( €' � , PLC PLACE G-0011 DESIGN SPECIFICATIONS . K a; . �ti 'r e , PM PROJECT MANAGER XX)CXXX DESIGN ID TAG G-0012 DESIGN SPECIFICATIONSI . _ g' , IV, 1A- G-0013 DESIGN SPECIFICATIONS1. 0 `'� r � .r R RADIUS - EXTERIOR ELEVATION I _tRCM RENOVATIONS CONSTRUCTION MANAGER .. ..,,,1 11 I , , XXXXXX DESIGN ID TAG ARCHITECTURAL . REF REFERENCE A-1001 ARCHITECTURAL SITE PLAN Q REQ'D REQUIRED Revision Schedule REV REVISION - A-2001 EXTERIOR ELEVATIONS By Description Rev Date e DX.XXXX DOOR TAG A-5001 SITE DETAILS ; 11 z RND ROUND .. < E INTERIOR ELEVATION A-5002 SITE DETAILS z SB STARBUCKS ` sn SC SOLID CORE XXXXX WINDOW TAG INTERIORS �: I-1103 FLOOR PLAN C!. SF SQUARE FEET oZ SHT SHEET L SIM SIMILAR - I-1104 PENETRATION PLAN €" u :: � SPEC SPECIFICATION SECTION CALLOUT X'-XX"AFF ABOVE FINISHED FLOOR I-1105 FF AND E PLAN Ax ...<, Y SQ SQUARE --- HEIGHT TAG (IMPERIAL) I-1107 CASEWORK PLAN TEMP TEMPORARY 3f. a I-1108 REFLECTED CEILING PLAN ' >•,' � � y 3�' C� TYP TYPICAL 1-1109 FLOOR FINISH PLAN \ r . ... _ CDWw �_ I-1111 WALL FINISH PLAN r•. ::: 2,2. . 2,2 DETAIL CALLOUT XXXX AFF ABOVE FINISHED FLOOR •..:.. :;` --- ..... ..... LION UNLESS OTHERWISE NOTED �,, HEIGHT TAG (METRIC) I-2101 INTERIOR ELEVATIONS Q <: r U. I-2102 INTERIOR ELEVATIONS \ co \' J .: i ::.: ..:, ; I- I VD VENDOR DIRECT w M J M C VERT VERTICAL Ll.l (V I-4102 ENLARGED RESTROOM PLAN AND ELEVATIONS " T11 VIF VERIFY IN FIELD X.err I-5001 DESIGN DETAILS 7 ' AX REVISION TAG DIMENSION LINE FROM `\ a`` I-5002 CASEWORK DETAILS \\ FINISH FACE TO FINISH <:; _��„�� W _ C FACE I-5003 CASEWORK DETAILS \ y , � \\ k , :2. I- A EW RK DETAILS n 5004 C S O .. \ \. i` ` i ' : ` . .. - (n I-5005 CHILLED WALL CASE DETAILS 2....:.:..:.a s DATUM POINT REVISION CLOUD I-5010 RCP DETAILS E '^ U 0 V 1-6001 SCHEDULES u v w CZ 1-6002 SCHEDULES CIffOFTTGARD }, L r Ii�:VIEVVED FOR CODE COMPLtANC�_ °' � � op U� � U) U) rn � STRUCTURAL OT�°� I � ROOM SCHEDULE � � a S-0001 COVER SHEET L S-0002 GENERAL STRUCTURAL NOTES C S-1001 SOFFIT FRAMING PLAN Permit#: C1P2C3C�'�)2'7_7C . Store #: 24162 S-5001 STRUCTURAL DETAILS Address: NAME AREA C Suite#: �� BAR 369 SF Project#: 14-107 MECHANICAL I M-0001 MECHANICAL SPECIFICATIONS By' Date' Z CAFE 515 SF Concept: NCS a M-0002 MECHANICAL SCHEDULES RESTROOM 100 SF Palette: C M-1101 MECHANICAL HVAC PLAN RETAIL 339 SF s M-5001 MECHANICAL DETAILS DEFERRED VESTIBULE 31 SF Issue Date: 10/29/14 a Fire Sprinkler WORKROOM 425 SF Design Manager: Ashley Blanton C ELECTRICAL Fife Alarm ,,,,,.,,,,r, Grand total 1780 SF u E-0001 ELECTRICAL SPECIFICATIONS Mechanical "„� r LEED®AP: Renee Strand E-0002 ELECTRICAL PANEL SCHEDULES&ONE-LINE DIAGRAM Plumbing .,,�� Production Designer: Catharine Ten Broeck E-1001 SITE POWER PLAN Electrical „/ L Truss Engineering Checked by: Renee Strand E-1100 ELECTRICAL UNDERSLAB CONDUIT PLAN E-1101 POWER PLAN Shap Drawing! ,,,.,,, E-1102 LIGHTING PLAN Usher. ""`"" Sheet Title: aE-1103 LIGHTING SCHEDULES &CONTROLS , � E-5001 ELECTRICAL DETAILS GENERAL OFFICE COPY ciTv c - TIGARD' INFORMATION I- PLUMBING Scale: As indicated � P-0001 PLUMBING SPECIFICATIONS / / \� / L Approved by Planning P-1101 PLUMBING SUPPLY PLAN &SCHEDULE �&_(d, Ir, (/G/ (/1` J Date: l -z q C P-1102 PLUMBING WASTE/VENT PLAN 2 P-5001 PLUMBING DETAILS Initials: Sheet Number: c` - G '000 CODE SUMMARY PLAN NOTES CODE ANALYSIS OREGON - WRITTEN PROJECT DESCRIPTION COMMERCIAL TENANT IMPROVEMENTS TO EXISTING 1. EXISTING EXIT LOCATION. BUILDING BUILDING DATA 2.44" EGRESS PATH,32"CLEAR AT DOORS. PROJECT NAME: STARBUCKS-GREENBURG&SHADY LANE 3. EXIT LIGHTING. ADDRESS: 9785 SW SHADY LANE,TIGARD,OR 97223 LOCATION: CORNER OF SW GREENBURG RD AND SW SHADY LANE TM 4.ADA ROUTE. • • •�• • �-• • • • • •� TAX ID NUMBER: 1S135BD00200 5.ADA COMPLIANT POS AND HANDOFF PLANE AND TAX ACCOUNT NUMBER: R272868 STARBUCKS COFFEE CONDIMENT CART,2'-10"AFF. CODE: ZONING:CITY OF TIGARD COMPANY 6.30"X 48"CLEAR FOR WHEEL CHAIR ACCESSIBLE BLDG:2014 OREGON STRUCTURAL SPECIALTY CODE.+AMENDMENTS SEATING. SIGNAGE TITI F 32 SIGN AND AWING REGULATIONS 2401 UTAH AVENUE SOUTH ACCESSIBILITY:2014 OSSC CHAPTER 11 SEATTLE, WASHINGTON 98134 7.ADA RESTROOM. 26( PLUMBING2006 UPC W/2008 OREGON PSC AMENDMENTS (206) 318-1575 Q(=(---5 e'2�,-JA ENERGY:2010 OREGON ENERGY SPECIALTY CODE 6& ELECTRICAL 2008 NEC W/2008 OREGON ESC AMENDMENTS THESE DRAWINGS AND SPECIFICATIONS MECHANICAL 2009 INTERNATIONAL MECHANICAL CODE (IMC)W1 2010 OREGON ARE CONFIDENTIAL AND SHALL REMAIN THE SMC AMENDMENTS SOLE PROPERTY OF STARBUCKS CORPORATION. THEY SHALL NOT BE HEALTH:OAR 331150 FOOD SANITATION RULES REPRODUCED(IN WHOLE OR IN PART), OCCUPANCY A-2 SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF CONSTRUCTION TYPE V-B N07E: SPRINKLERED STARBUCKS CORPORATION. THESE 0 ( I DRAWINGS AND SPECIFICATIONS ARE ( I INTENDED TO EXPRESS DESIGN INTENT i I I SPRINKLER SYSTEM (E)CONDITIONS TO REMAIN,MODIFY AS REQ. FOR A PROTOTYPICAL STARBUCKS STORE RESTROOM I (WHICH IS SUBJECT TO CHANGE AT SMOKE DETECTION (E)CONDITIONS TO REMAIN,MODIFY AS REQ. ANYTIME)AND DO NOT REFLECT ACTUAL NEITHER SHALL WORKROOM j �----J SEISMIC ZONE 1 2 2S® 4 HIAVETE AANYIOBLGATIONNOR LABILITYTO THE OTHER(EXCEPT AS STATED ABOVE) TENANT AREA AREA 1,780 SF UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. I I ( I ZONING MUC-MIXED USE COMMERCIAL r— :<>f................ \ I RESTROOM VESTIBULE USE RESTAURANT AND RETAIL SALES AND SERVICES 4 I OCCUPANT LOAD CALCULATION des, OCCUPANCY: NO.OF OCC.: CAFE-515 sf/15sf/occ =35 OCC. LFRETAIL-435 sf/30sf/occ =15 OCC. �_ j )F BARiWORKROOM-794 sf/200sf/occ =4 OCC, s 1 f 3YY 414 'b.aL$ i Zc:'.� `Z ii $S- 3,��4Ct4,y. TOTAL OCC LOAD =54 OCC. 0 1 RETAIL + 3 EXIT WIDTH TOTAL:54 x.15=8.1" \�0 ., EXIT MINIMUM=44" -� PLUMBING FIXTURE CALCULATION CHAPTER 29-2902.1 T.F011-MI's BAR OCCUPANCY OCCUPANTS M F WIG"M" WIC"F" WIC TOTAL LAV '" "' •,,,,,,,,..�..,."-.••.,-� 11 ' TOTAL 22 11 11 1:1-25 1:1-25 2 2 , O �V D2 CAFE -515 sf/30sf/occ =18TOTAL REQ 2 21� Retail-435 sf/200sf/occ =3 PROVIDED 1M/1F 1M/1F CAFE BARNVORKROOM-794 sf/2000sf/occ =1cc Revision Schedule < O Rev Date By Description 5 1 ' z0z ' . cf. A � Li I IL L 0—i � IC /V •l wwxx W s' c _ (D W w Eir_1r-1 f� ZQ _ � < � CO Z C) "It �a 6_ W Q a' J }+ I I W < t ) O ry —17 z (Dwu) 06Q � oo CD w w a� 1— 6 0- Store#: 24162 0 Project#: 14-107 Concept: NCS U Q Palette: O -� Issue Date: 10129/14 sv V 9 9 Y Design Manager: Ashley Blanton rr LEEDOAP: Renee Strand Cn Production Designer: Catharine Ten Broeck U Checked by: Renee Strand 0 2' 4' 8' Sheet Title: a a)-CODE SUMMARY PLAN Scale:1/4" -0" CODE SUMMARY PLAN scale: 1/4"=V-0" N C\ Scale: As indicated e— _ C Sheet Number: C1% C P G-0002 _ FLOOR LEGEND HEALTH DEPT. FINISH SCHEDULE HEALTH DEPT. PLAN NOTES SHEET NOTES - — - — - — - — - — INDICATES NEW TILE BASE(ID: 11403) BAR: A.GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL 1. NEW FLOOR SINK BELOW.SEE PENETRATION PLAN REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOR LOCATAIONS. FLOOR: TILE FOOD CASE START-UP AND TESTING. FOR APPROVED NEW FLOOR TILE WALL: WALL TILE,WITH 6"COVE TILE BASE CONTRACTOR,CONTACT VENDOR. 2. NEW ADA COMPLIANT RR+ACCESSORIES. FINISH: 12203 CEILING: GYPSUM&ACOUSTIC TILE CEILING B.THE SPACE IS SERVED BY THE MUNICIPAL WATER 3. NEW EMERGENCY EXIT LIGHT. CAFE: AND SEWER SYSTEM UNLESS OTHERWISE NOTED. 4. NEW EXIT SIGN. PLUMBING FIXTURE SCHEDULE-"P" NEW FLOOR TILE FLOOR: TILE AND WALK OFF MATS C.ALL EQUIPMENT AND INSTALLATION WILL MEET DESIGN ID COUNT DESCRIPTION RESP. COMMENTS FINISH: 14855WALL: VINYL WALL COVERING,STOREFRONT, NATIONAL SANITATION FOUNDATION STANDARDS OR 5. NEW HAND SINK. PAINTED GYPSUM WALL BOARD WITH 6" EQUIVALENT. FAUCET T. _ COVE TILE BASE 6. NEW WORK SINK 10152 1 FAUCET-DOUBLE LABORATORY WITH BENT RISER SPOUT SB NEW WALK OFF MAT CEILING: ACOUSTIC TILE CEILING THREADS, EMBELLISHMENTS OR OVERHANG. VERHA GIINOG SED EDGES 7. NEW MOP SINK. 10153 2 FAUCET-WATER TOWER-121N 305MM SB STARBUCKS COFFEE FINISH: 12243WORKROOM: THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, 10215 3 FAUCET-DOUBLE LABORATORY WITH SWING SPOUT SB DIRT AND DEBRIS. 8. NEW THREE COMP SINK. 10447 1 FAUCET-PRE RINSE SPRAYER WALL MOUNTED SB COMPANY FLOOR: TILE 10597 3 FAUCET-SINGLE HANDLE SB 2401 UTAH AVENUE SOUTH WALL: FRP AND PAINTED GYPSUM BOARD WITH E.WARMING OVEN(S)SHOWN FOR PERMITTING 9. NEW RINSE SINK. 10804 1 FAUCET-PRE RINSE SWING SPOUT SB 6"COVE TILE BASE PURPOSES. INSTALLATION AT STORE OPENING TO BE SEATTLE, WASHINGTON 98134 CEILING: ACOUSTICAL TILE CEILING VERIFIED BY STARBUCKS CONSTRUCTION 10874 2 FAUCET-HOT WATER DISPENSER GOOSENECK SB (206) 318-1575 REPRESENTATIVE. 10922 1 FAUCET-MOP SINK WALL MOUNTED SB RESTROOMS: 10943 1 FAUCET-SINGLE LABORATORY WITH SWING SPOUT SB F. EACH HAND WASHING SINK WILL HAVE A SINGLE 11003 2 FAUCET-DIPPERWELL SB THESE DRAWINGS AND SPECIFICATIONS FLOOR: TILE SERVICE TOWEL AND SOAP DISPENSER,AND ALL HAND 13588 1 FAUCET-HAND SINK WALL MOUNTED SB ARE CONFIDENTIAL AND SHALL REMAIN THE WALL: WALL TILE SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FILTER SOLE PROPERTY OF STARBUCKS CEILING: GYPSUM CEILING FAUCET. CORPORATION. THEY SHALL NOT BE 13076 1 FILTER-PREFILTRATION SYSTEM SB REPRODUCED(IN WHOLE OR IN PART), G. SEE SHEET 1-6001 &1-6002 FOR SCHEDULES. 13080 1 FILTER-HEAD QUAD SB SHARED WITH THIRD PARTIES OR USED IN 13081 4 FILTER-CARBON FILTER CARTRIDGE SB ANY MANNER ON OTHER PROJECTS OR _ E 12632 13149 1 FILTER-PRESSURE GAUGE SB EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF E 12633 P 13264 P 10581 P 13076 OTHER STARBUCKS CORPORATION. THESE E 10467 P 10804 `-� P 13588 P 13149 P 13040 P 10116 11109 1 WATER HEATER 50GAL 190L ELECTRIC SB DRAWINGS AND SPECIFICATIONS ARE P 10447 E 10977 E 10947 P 11109 P 12951 O P 10597 SINK INTENDED TO EXPRESS DESIGN INTENT 10116 2 SINK-RESTROOM WALL MOUNTED SB FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT — - — _ — — 10505 1 SINK-RINSE DROP IN-27X201N 685X510MM SB ANYTIME)AND DO NOT REFLECT ACTUAL 10549 1 SINK-RINSE DROP IN SST-12X201N 305X510MM SB SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO O 1 10581 1 SINK-HAND WALL MOUNTED SST SS THE OTHER(EXCEPT AS STATED ABOVE) I 10995 1 SINK-MOP-24X241N 61OX610MM SB UNTIL A WRITTEN AGREEMENT IS FULLY E 10416 TROOM 12807 1 SINK-UTENSIL RINSE WITH GRATE SST-LH-14X201N SB EXECUTED BY BOTH PARTIES. E 10222 1 E 11070 7 P 10995 P 13080I 355X510MM E :10462 E 1083 E 10698 P 13081 12808 1 SINK-UTENSIL RINSE WITH GRATE SST-RH-14X201N SB E 11104 E 13578 355XS10MM : ; E 101 a2 WORKROOM P 1 o9zz FR;E,4 I 1 E 10293 E 10512 E 10416 I 13264 1 SINK-3 COMP WQRKSST-931N 2350MM SBuw - -------------------------- TOILET U.F E 1046 E 10416 RESTROOM 12951 2 TOILET-TANKLESS EFFICINTSINGLE FLUSH SB E 10462 0 3 FF 13040 2 TOILET-FLUSH VALVE AUTOMATIC EFFICIENT SINGLE SB ` ' f 3" {- - - - - - - - - - - - - 2 5 FLUSH _ 10859E 10384 — - - - — - VESTIBULE _.._ 3 I E 10099E 11115 WA, 11083 f - E 10769E 10862 { E 10992 E 1017 E 10977 P 10597 E 13682 J 5 E-1111 r SPECIALTY EQUIPMENT SCHEDULE-"E" E 10176 DESIGN ID COUNT DESCRIPTION RESP. COMMENTS , COOLING 10267 6 FRIDGE UNDERCOUNTER 1 DOOR-271N 685MM SB ' E 10462 E 12407 E 12394 RETAIL 4 11083 1 FRIDGE REACH IN 2 DOOR-51X351N 1295X890MM SB ® ( E 10416 E 10724 12618 1 FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF-271N 685MM SB 13682 1 FREEZER REACH IN 2 DOOR-541N 1370MM SB EQUIPMENT rErl�s��a •' , � P 10152 g 10312 3 BREWER SINGLE SOFT HEAT WARMING STAND SB { / P 10549 __-- 10724 1 GRINDER GRINDMASTER SB / E 10305 { 10746 1 BREWER DUAL SOFT HEAT SB - - 10856 5 BREWER SERVER SOFT HEAT SB i_ E 10746 E 10797 } 11070 1 DISHWASHER SANITIZER SB Revision Schedule m E 10856 Q 12407 1 OVEN TURBOCHEF NEXT GENERATION SB Rev Date By Description JI / P 10215 D E 1031 / ' 12508 1 BLENDER QUIET MODEL ON COUNTER SB P 10505 10856 12694 3 ESPRESSO MACHINE MASTRENA SB P 10943 FOOD CASE BAR 10797 1 FOOD CASE-STACKED-661N 1675MM-BRONZE SB E 10344 / " 1 / 12394 1 FOOD CASE-UPRIGHT SELF SERVE CHILLED-461N 1170MM SB 06 \ \ E 10267 / ICE CAFE 10102 1 ICE-BIN 590LB SB 1 E 12694 10344 1 ICE-BIN DROP IN 90LB 40KG SB „SC a� E 10305 10512 1 ICE-MACHINE 1201 LB REMOTE COOLED S8 W , E 10527 10527 2 ICE-BIN DROP IN 45LB 20KG SB X y OTHER ��// w E 12508 E 10267 10091 1 CUP DISPENSER TALL HOT VERTICAL SB L,d�, T z 10099 2 RESTROOM TOILET PAPER HOLDER SB C� r 1 e 10172 2 RESTROOM SEAT COVER DISPENSER SB C / 10305 2 TRASH DROP RING LINER SQUARE-BLACK SB W >- N 12694 P 10215 P 12807 g ( 10314 1 SCALE DIGITAL WITH ADJUSTABLE DISPLAY MOUNT SB T ��„ -- d � T 10384 2 DIAPER CHANGING STATION HORIZONTAL SB W Q Q c E 13330 P 10874 P 11003 O P 10153E 10267 10396 1 CUP DISPENSER SHORT HOT VERTICAL SB O E 12694 - -� - - - 4 3 - - 10467 1 FILE CABINET 2 DRAWER SB �W a E 10267 10769 2 RESTROOM GRAB BAR VERTICAL-181N 455MM SB \ 10791 2 CUP DISPENSER GRANDE VENTI COLD VERTICAL SB co cr 1 10855 2 CUP DISPENSER GRANDE VENTI HOT VERTICAL SB Z L _ �P 10874 10858 1 CUP DISPENSER TALL COLD VERTICAL SB � � ._ � r� s 10859 2 RESTROOM GRAB BAR-481N 1220MM SB cO V_ a P 10153 10862 2 RESTROOM GRAB BAR-361N 915MM SB ri �. IL P 10215 10947 1 SOAP DISPENSER WALL MOUNTED SB C: P 11003 E 10527 10977 3 PAPER TOWEL DISPENSER FULL SIZE-TRANSLUCENT GRAY SB C P 12808 10992 1 PAPER TOWEL DISPENSER HALF SIZE-TRANSLUCENT GRAY SB Store#: 24162 11115 .3 SOAP DISPENSER SINK MOUNTED SS Q 12632 1 BICYCLE TIRE PATCH KIT SB Project#: 14-107 C 12633 1 BICYCLE TIRE PUMP SB Concept: NCS L — 13330 1 MOBILE CUP DISPENSER CADDY SB P a 13584 1 CUP DISPENSER TRENTA COLD VERTICAL SB Palette: L. \ / \ / STORAGE Issue Date: 10/29/14 c 10176 1 ROLLING PASTRY TRAY RACK SB a ® ® 10222 1 WIRE SHELF GRID AT SINK SB Design Manager: Ashley Blanton 10293 1 10 COMP LOCKER SB LEEDOAP: Renee Strand 10416 10 WORKROOM WIRE SHELVING SB Production Designer: Catharine Ten Broeck 10462 10 WORKROOM WIRE SHELVING POSTS SB - <- 10698 1 MOP RACK WITH 3 HOLDERS SB Checked by: Renee Strand _ 10838 1 ROLLING WIRE CART FOR 3 COMP SINK SB 11104 1 10 COMP LOCKER BASE SB Sheet Title: L L 13578 1 DISHWARE DRYING RACK-211N 535MM SB a --- HEALTH DEPARTMENT r HEALTH DEPT PLAN PLAN scale: 1/4"=1'-0" n Scale: 1/4"= 1'-0" n' b 0 2' 4' 8' C Scale:1/4"=r o• a N Sheet Number: 1 G-0003 } �Sd7' GENERAL CONDITIONS GENERAL CONDITIONS (CONTINUED) GENERAL CONDITIONS (CONTINUED) GENERAL CONDITIONS (CONTINUED) SECTION 014200-REFERENCES SECTION 017419-CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL SECTION 018100-SUSTAINABLE DESIGN REQUIREMENTS SECTION 019113-GENERAL COMMISSIONING REQUIREMENTS 4 PART 1 -GENERAL 1.1 SUMMARY 1.1 SUMMARY - 1.1 SUMMARY 1.1 INDUSTRY STANDARDS A. SALVAGING NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. A. THIS SECTION INCLUDES GENERAL REQUIREMENTS AND PROCEDURES A. COMMISSIONING TEAM: ' a A. APPLICABILITY OF STANDARDS: UNLESS THE CONTRACT DOCUMENTS B. RECYCLING NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. FOR COMPLIANCE WITH CERTAIN U.S.GREEN BUILDING COUNCIL'S 1. MEMBERS REPRESENTING CONTRACTOR, INCLUDING PROJECT INCLUDE MORE STRINGENT REQUIREMENTS,APPLICABLE CONSTRUCTION C. DISPOSING OF NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. (USGBC)LEED PREREQUISITES AND CREDITS NEEDED FOR THE PROJECT SUPERINTENDENT AND SUBCONTRACTORS, INSTALLERS, SUPPLIERS, INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND 1.2 DEFINITIONS TO OBTAIN LEED CERTIFICATION BASED ON LEED 2009 FOR RETAIL: AND SPECIALISTS. OR COPIED DIRECTLY INTO THE CONTRACT DOCUMENTS TO THE EXTENT A. CONSTRUCTION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS COMMERCIAL INTERIORS. 2. MEMBERS REPRESENTING OWNER, INCLUDING COMMISSIONING REFERENCED. SUCH STANDARDS ARE MADE A PART OF THE CONTRACT AND OTHER SOLID WASTE RESULTING FROM CONSTRUCTION, REMODELING, 1. OTHER LEED PREREQUISITES AND CREDITS NEEDED TO OBTAIN AGENT(CXA), FACILITY USER AND OPERATION AND MAINTENANCE DOCUMENTS BY REFERENCE. RENOVATION, OR REPAIR OPERATIONS. CONSTRUCTION WASTE INCLUDES LEED CERTIFICATION ARE DEPENDENT ON MATERIAL SELECTIONS PERSONNEL,AND ARCHITECT AND ENGINEERING DESIGN B. PUBLICATION DATES: COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF PACKAGING. AND MAY NOT BE SPECIFICALLY IDENTIFIED AS LEED PROFESSIONALS. THE CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED. B. DEMOLITION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS REQUIREMENTS. COMPLIANCE WITH REQUIREMENTS NEEDED TO B. CONTRACTOR'S RESPONSIBILITIES: CONTRACTOR SHALL ASSIGN C. COPIES OF STANDARDS: EACH ENTITY ENGAGED IN CONSTRUCTION ON RESULTING FROM DEMOLITION OR SELECTIVE DEMOLITION OPERATIONS. OBTAIN LEED PREREQUISITES AND CREDITS MAY BE USED AS ONE REPRESENTATIVES WITH EXPERTISE AND AUTHORITY TO ACT ON ITS PROJECT SHOULD BE FAMILIAR WITH INDUSTRY STANDARDS APPLICABLE TO C. DISPOSAL: REMOVAL OFF-SITE OF DEMOLITION AND CONSTRUCTION CRITERION TO EVALUATE SUBSTITUTION REQUESTS. BEHALF AND SHALL SCHEDULE THEM TO PARTICIPATE IN AND PERFORM ITS CONSTRUCTION ACTIVITY. COPIES OF APPLICABLE STANDARDS ARE NOT WASTE AND SUBSEQUENT SALE, RECYCLING, REUSE,OR DEPOSIT IN 2. ADDITIONAL LEED PREREQUISITES AND CREDITS NEEDED TO COMMISSIONING PROCESS ACTIVITIES INCLUDING, BUT NOT LIMITED TO, 1.BOUND WITH WHERE THE COPIES OF STANNDARDS ARE NEEDED TO PERFORM A JURISDICTION.DOCUMENTS. LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING THE AOBTAIN RCHITECTS DESIGN AND OTHER ASPECTS OFDEPENDENT THE PROJECT 1 THE FO INTEGRATE AND COORDINATE COMMISSIONING PROCESS ACTIVITIES STARBUCKS COFFEE REQUIRED CONSTRUCTION ACTIVITY,OBTAIN COPIES DIRECTLY D. RECYCLE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE FOR THAT ARE NOT PART OF THE WORK OF THE CONTRACT. WITH CONSTRUCTION SCHEDULE. FROM PUBLICATION SOURCE. SUBSEQUENT PROCESSING IN PREPARATION FOR REUSE. 1.2 DEFINITIONS 2. REVIEW AND ACCEPT COMMISSIONING CHECKLISTS AND PROCESS COMPANY 1.2 ABBREVIATIONS AND ACRONYMS E. SALVAGE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND A. BASE BUILDING MATERIAL: MATERIALS PERMANENTLY ATTACHED TO THE TEST PROCEDURES PROVIDED BY THE COMMISSIONING AGENT(CXA). Z4O1 UTAH AVENUE SOUTH A. INDUSTRY ORGANIZATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE SUBSEQUENT SALE OR REUSE IN ANOTHER FACILITY. STRUCTURE. INCLUDES FINISHES AND PERMANENT CABINETS AND 3. SUPPORT COMMISSIONING INSTALLATION REVIEW AND PROCESS USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL F. SALVAGE AND REUSE: RECOVERY OF DEMOLITION OR CONSTRUCTION CASEWORK. TEST PROCEDURES. SEATTLE, WASHINGTON 98134 MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. WASTE AND SUBSEQUENT INCORPORATION INTO THE WORK, B. CHAIN-OF-CUSTODY CERTIFICATES: CERTIFICATES SIGNED BY 4. EVALUATE INSTALLATION AND PERFORMANCE DEFICIENCIES (206) 318-1575 1.3 PERFORMANCE REQUIREMENTS MANUFACTURERS CERTIFYING THAT WOOD USED TO MAKE PRODUCTS IDENTIFIED IN REPORTS AND, IN COLLABORATION WITH ENTITY ACI AMERICAN CONCRETE INSTITUTE A. END-OF-PROJECT RATES FOR SALVAGE/RECYCLING: [50] [75] PERCENT. WAS OBTAINED FROM FORESTS CERTIFIED BY AN FSC-ACCREDITED RESPONSIBLE FOR SYSTEM AND EQUIPMENT INSTALLATION, AHA AMERICAN HARDBOARD ASSOCIATION 1.4 ACTION SUBMITTALS CERTIFICATION BODY TO COMPLY WITH FSC STD-01-001,"FSC PRINCIPLES RECOMMEND CORRECTIVE ACTION. THESE DRAWINGS AND SPECIFICATIONS AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION A. WASTE MANAGEMENT PLAN: SUBMIT PLAN WITHIN 7 DAYS OF DATE AND CRITERIA FOR FOREST STEWARDSHIP." CERTIFICATES SHALL 5. COOPERATE WITH THE COMMISSIONING TEAM FOR RESOLUTION OF ARE CONFIDENTIAL AND SHALL REMAIN THE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ESTABLISHED FOR COMMENCEMENT OF THE WORK. INCLUDE EVIDENCE THAT MANUFACTURER IS CERTIFIED FOR CHAIN OF ISSUES RECORDED IN THE ISSUES LOG. SOLE PROPERTY OF STARBUCKS APA APA-THE ENGINEERED WOOD ASSOCIATION 1. TYPES AND QUANTITIES OF DEMOLITION AND CONSTRUCTION CUSTODY BY AN FSC-ACCREDITED CERTIFICATION BODY. C. COMMISSIONING AGENT'S(CXA'S)RESPONSIBILITIES: CORPORATION. THEY SHALL NOT BE ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND WASTE. C. REGIONALLY MANUFACTURED MATERIALS: MATERIALS THAT ARE 1. ORGANIZE AND LEAD COMMISSIONING TEAM. REPRODUCED(IN WHOLE OR IN PART), AIR-CONDITIONING ENGINEERS 2. TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED, MANUFACTURED WITHIN A RADIUS OF 500 MILES(800 KM)FROM PROJECT 2. PROVIDE AND MANAGE COMMISSIONING PLAN. SHARED WITH THIRD PARTIES OR USED IN ASTM ASTM INTERNATIONAL OR DISPOSED OF IN LANDFILL OR INCINERATOR. SITE. MANUFACTURING REFERS TO THE FINAL ASSEMBLY OF 3. PROVIDE PROJECT-SPECIFIC CHECKLISTS AND TEST PROCEDURES. ANY MANNER ON OTHER PROJECTS OR (AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL) 3. NETADDITIONAL COST OR NET SAVINGS RESULTING FROM WASTE COMPONENTS INTO THE BUILDING PRODUCT THAT IS INSTALLED AT 4. WITNESS, PREPARE AND MAINTAIN COMPLETED INSTALLATION EXTENSIONS TO THIS PROJECT WITHOUT AWI ARCHITECTURAL WOODWORK INSTITUTE MANAGEMENT PLAN. PROJECT SITE. VERIFICATION CHECKLISTS. THE PRIOR WRITTEN CONSENT OF AWPA AMERICAN WOOD PROTECTION ASSOCIATION 1.5 INFORMATION SUBMITTALS D. REGIONALLY EXTRACTED AND MANUFACTURED MATERIALS: REGIONALLY 5. WITNESS SYSTEMS,ASSEMBLIES, EQUIPMENT,AND COMPONENT STARBUCKS CORPORATION. THESE (FORMERLY: AMERICAN WOOD PRESERVERS'ASSOCIATION) A. WASTE REDUCTION PROGRESS REPORTS: CONCURRENT WITH EACH MANUFACTURED MATERIALS MADE FROM RAW MATERIALS THAT ARE STARTUP. DRAWINGS AND SPECIFICATIONS ARE GRI CARPET AND RUG INSTITUTE(THE) APPLICATION FOR PAYMENT,SUBMIT REPORT INDICATING TYPE OF WASTE EXTRACTED, HARVESTED,OR RECOVERED WITHIN A RADIUS OF 500 MILES 6. WITNESS,PREPARE,AND MAINTAIN COMPLETED FUNCTIONAL INTENDED TO EXPRESS DESIGN INTENT CRRC COOL ROOF RATING COUNCIL AND WHETHER IT HAS BEEN SALVAGED, RECYCLED,OR DISPOSED OF IN (800 KM)FROM PROJECT SITE. TESTING CHECKLISTS. FOR A PROTOTYPICAL STARBUCKS STORE CSA CANADIAN STANDARDS ASSOCIATION LANDFILL OR INCINERATOR. E. RECYCLED CONTENT: MATERIAL THAT HAS BEEN BROKEN DOWN AND 7. PREPARE AND MAINTAIN THE ISSUES LOG. (WHICH IS SUBJECT TO CHANGE AT CSA CSA INTERNATIONAL B. WASTE DISPOSAL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF RECONSTITUTED INTO NEW MATERIAL.THE RECYCLED CONTENT VALUE 8. COMPILE COMMISSIONING DOCUMENTS, RESULTS,AND ANYTIME)AND DO NOT REFLECT ACTUAL (FORMERLY: IAS-INTERNATIONAL APPROVAL SERVICES) WASTE MATERIAL BY ACCEPTING AND PROCESSING FACILITIES LICENSED OF A MATERIAL ASSEMBLY SHALL BE DETERMINED BY WEIGHT. THE DEFICIENCIES; INCLUDE THEM IN THE SYSTEMS MANUAL AND SITE CONDITIONS. NEITHER PARTY SHALL CSI CONSTRUCTION SPECIFICATIONS INSTITUTE(THE) TO ACCEPT THEM. INCLUDE MANIFESTS,TYPE OF MATERIAL,WEIGHT OR RECYCLED FRACTION OF THE ASSEMBLY IS THEN MULTIPLIED BY THE COMMISSIONING SUMMARY REPORT. HAVE ANY OBLIGATION NOR LIABILITY TO ETL SEMCO INTERTEK ETL SEMCO VOLUME TICKETS, RECEIPTS,AND INVOICES. COST OF ASSEMBLY TO DETERMINE THE RECYCLED CONTENT VALUE. 9. REVIEW COMMISSIONING REPORT WITH COMMISSIONING TEAM AND THE OTHER(EXCEPT AS STATED ABOVE) (FORMERLY: ITS-INTERTEK TESTING SERVICE NA) C. LEED SUBMITTAL: CWM REPORTING TEMPLATE,TABULATING TOTAL 1. "POST-CONSUMER"MATERIAL IS DEFINED AS WASTE MATERIAL IMPLEMENT PLAN TO RESOLVE DEFICIENCIES. UNTIL A WRITTEN AGREEMENT IS FULLY FM GLOBAL FM GLOBAL WASTE MATERIAL, QUANTITIES DIVERTED AND MEANS BY WHICH IT IS GENERATED BY HOUSEHOLDS OR BY COMMERCIAL, INDUSTRIAL, END OF SECTION 019113 EXECUTED BY BOTH PARTIES. (FORMERLY: FMG- FM GLOBAL) DIVERTED,AND STATEMENT THAT REQUIREMENTS FOR THE CREDIT HAVE AND INSTITUTIONAL FACILITIES IN THEIR ROLE AS END USERS OF - FSC FOREST STEWARDSHIP COUNCIL BEEN MET. THE PRODUCT,WHICH CAN NO LONGER BE USED FOR ITS HPVA HARDWOOD PLYWOOD&VENEER ASSOCIATION 1.6 RECYCLING WASTE INTENDED PURPOSE. ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION A. RECYCLING INCENTIVES: REVENUES AND OTHER INCENTIVES FOR 2. "PRE-CONSUMER MATERIAL IS DEFINED AS MATERIAL DIVERTED ITS INTERTEK TESTING SERVICE NA RECYCLING WILL ACCRUE TO OWNER. FROM THE WASTE STREAM DURING THE MANUFACTURING (NOW ETL SEMCO) END OF SECTION 017419 PROCESS. EXCLUDED IS REUTILIZATION OF MATERIALS SUCH AS MFMA MAPLE FLOORING MANUFACTURERS ASSOCIATION, INC. REWORK, REGRIND, OR SCRAP GENERATED IN A PROCESS AND MPI MASTER PAINTERS INSTITUTE CAPABLE OF BEING RECLAIMED WITHIN THE SAME PROCESS THAT EXISTING CONDITIONS NFPA NFPA GENERATED IT. (NATIONAL FIRE PROTECTION ASSOCIATION) F. RESOURCE REUSE: MATERIAL THAT HAS BEEN KEPT INTACT AND SECTION 024119-SELECTIVE DEMOLITION NOFMA NOFMA: THE WOOD FLOORING MANUFACTURERS ASSOCIATION REPURPOSED TO A NEW USE ON THE SAME PROJECT SITE OR FOR THE 1.1 SUMMARY (FORMERLY: NATIONAL OAK FLOORING MANUFACTURERS ORIGINAL OR NEW USE ON A DIFFERENT PROJECT SITE. FURNITURE MAY A. DEMOLITION AND REMOVAL OF PORTIONS OF A BUILDING OR STRUCTURE AND ASSOCIATION) BE REPURPOSED FOR THE ORIGINAL USE ON THE SAME PROJECT SITE. SELECTED SITE ELEMENTS. OPL INTERTAK 1.3 SUBMITTALS B. HISTORIC ITEMS REMOVED AND SALVAGED FOR OWNER. SDI STEEL DOOR INSTITUTE A. GENERAL: SUBMIT ADDITIONAL LEED SUBMITTALS REQUIRED BY OTHER 1.2 SUBMITTALS 11 41 port€p%,� SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' SPECIFICATION SECTIONS. A. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE - z:xtsW466 ; NATIONAL ASSOCIATION B. LEED DOCUMENTATION SUBMITTALS: FOLLOWING: UL UNDERWRITERS LABORATORIES INC. 1. CREDIT MR 2: COMPLY WITH SECTION 017419"CONSTRUCTION 1. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL USGBC U.S. GREEN BUILDING COUNCIL WASTE MANAGEMENT AND DISPOSAL." WORK,WITH STARTING AND ENDING DATES FOR EACH ACTIVITY. WCLIB WEST COAST LUMBER INSPECTION BUREAU 2. CREDIT MR 3: RECEIPTS FOR SALVAGED AND REFURBISHED ENSURE OWNER'S BUILDING MANAGER'S AND OTHER TENANTS' WI WOODWORK INSTITUTE(FORMERLY: WIC-WOODWORK INSTITUTE MATERIALS USED FOR PROJECT,INDICATING SOURCES AND ON-SITE OPERATIONS ARE UNINTERRUPTED. OF CALIFORNIA) COSTS FOR SALVAGED AND REFURBISHED MATERIALS. 2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY ' B. CODE AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN 3. CREDIT MR 4: PRODUCT DATAAND CERTIFICATION LETTER FROM SERVICES WILL BE INTERRUPTED. r M SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS,THEY SHALL MEAN PRODUCT MANUFACTURERS INDICATING PERCENTAGES BY 3. COORDINATION FOR SHUTOFF,CAPPING,AND CONTINUATION OF THE THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. WEIGHT OF POST-CONSUMER AND PRE-CONSUMER RECYCLED UTILITY SERVICES. DIN DEUTSCHES INSTITUT FUR NORMUNG E.V. CONTENT FOR PRODUCTS HAVING RECYCLED CONTENT. INCLUDE 4. USE OF ELEVATOR AND STAIRS. ICC INTERNATIONAL CODE COUNCIL STATEMENT INDICATING MATERIAL COSTS FOR EACH PRODUCT 5. COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF � 3 ICC-ES ICG EVALUATION SERVICE, INC. HAVING RECYCLED CONTENT. PORTIONS OF EXISTING BUILDING AND OF OWNER'S PARTIAL C. FEDERAL GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND 4. CREDIT MR 5: PRODUCT DATA INDICATING LOCATION OF OCCUPANCY OF COMPLETED WORK. £, ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT MATERIAL MANUFACTURER FOR REGIONALLY MANUFACTURED 1.3 PROJECT CONDITIONS ' DOCUMENTS,THEY SHALL MEAN THE RECOGNIZED NAME OF THE MATERIALS. INCLUDE STATEMENT INDICATING COST FOR EACH A. OWNER WILL NOT OCCUPY PORTIONS OF BUILDING IMMEDIATELY C ENTITIES IN THE FOLLOWING LIST. REGIONALLY MANUFACTURED MATERIAL AND FOR EACH ADJACENT TO SELECTIVE DEMOLITION AREA. EPA ENVIRONMENTAL PROTECTION AGENCY ZONALLY EXTRACTED AND MANUFACTURED MATERIAL. B. HAZARDOUS MATERIALS: UNKNOWN WHETHER HAZARDOUS MATERIALS WILL OC Revision Schedule D. STANDARDS AND REGULATIONS: WHERE ABBREVIATIONS AND ACRONYMS a. INCLUDE STATEMENT INDICATING DISTANCE FROM BE ENCOUNTERED. IF ENCOUNTERED, OWNER WILL REMOVE HAZARDOUS <1 ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS,THEY MANUFACTURER TO PROJECT FOR EACH REGIONALLY MATERIALS UNDER A SEPARATE CONTRACT. Rev Date By Description SHALL MEAN THE RECOGNIZED NAME OF THE STANDARDS AND REGULATIONS MANUFACTURED MATERIAL. 1.4 WARRANTY IN THE FOLLOWING LIST. b. INCLUDE STATEMENT INDICATING LOCATION OF AND A. EXISTING WARRANTIES: DM TO CONFIRM. aa ADAAG AMERICANS WITH DISABILITIES ACT(ADA) DISTANCE FROM PROJECT TO POINT OF EXTRACTION, 1.5 EXECUTION ARCHITECTURAL BARRIERS ACT(ABA) HARVEST,OR RECOVERY FOR EACH RAW MATERIAL USED A. UTILITY SERVICES AND MECHANICAUELECTRICAL SYSTEMS: MAINTAINED TO (f ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES IN REGIONALLY EXTRACTED AND MANUFACTURED OCCUPIED FACILITIES. 0z AVAILABLE FROM U.S.ACCESS BOARD MATERIALS. 1. SHUTOFF: BY CONTRACTOR. L , CFR CODE OF FEDERAL REGULATIONS 5. CREDIT MR 7: PRODUCT DATA AND CHAIN-OF-CUSTODY B. SITE ACCESS AND TEMPORARY CONTROLS: MINIMUM INTERFERENCE WITH AVAILABLE FROM GOVERNMENT PRINTING OFFICE CERTIFICATES FOR PRODUCTS CONTAINING CERTIFIED WOOD. ROADS,STREETS,WALKS,WALKWAYS,AND OTHER ADJACENT OCCUPIED E. STATE GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS INCLUDE STATEMENT INDICATING COST FOR EACH CERTIFIED AND USED FACILITIES C ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS,THEY WOOD PRODUCT. C. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER 06 4 SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING 6. CREDIT IEQ 3.1: PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO jr n� C; LIST. a. CONSTRUCTION INDOOR-AIR-QUALITY MANAGEMENT PLAN. ADJACENT BUILDINGS AND FACILITIES TO REMAIN. V W W CDHS CALIFORNIA DEPARTMENT OF HEALTH SERVICES b. PRODUCT DATA FOR TEMPORARY FILTRATION MEDIA. D. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING,AND N -- CDPH CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, INDOOR AIR QUALITY C. PRODUCT DATA FOR FILTRATION MEDIA USED DURING STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND L.L.. Z z CL SECTION OCCUPANCY. PREVENT MOVEMENT,SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND U END OF SECTION 014200 d. CONSTRUCTION DOCUMENTATION: SIX PHOTOGRAPHS AT FINISHES TO REMAIN,AND TO PREVENT UNEXPECTED OR UNCONTROLLED < co THREE DIFFERENT TIMES DURING THE CONSTRUCTION MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. _I M T PERIOD,ALONG WITH A BRIEF DESCRIPTION OF THE E. REMOVED AND SALVAGED ITEMS: CLEANED, CRATED, STORED,AND 00 >. C) N SMACNA APPROACH EMPLOYED, DOCUMENTING TRANSPORTED TO OWNER'S ON-SITE STORAGE AREA. 14 IMPLEMENTATION OF THE INDOOR-AIR-QUALITY F. REMOVED AND REINSTALLED ITEMS: CLEANED, REPAIRED, CRATED, 1 1 C MANAGEMENT MEASURES,SUCH AS PROTECTION OF STORED,AND REINSTALLED. LJJ _ �r DUCTS AND ON-SITE STORED OR INSTALLED ABSORPTIVE G. EXISTING ITEMS TO REMAIN: EXISTING CONSTRUCTION PROTECTED W MATERIALS. AGAINST DAMAGE. T 7. CREDIT IEQ 3.2: H. DISPOSAL OF DEMOLISHED ITEMS: N -C a. SIGNED STATEMENT DESCRIBING THE BUILDING AIR FLUSH- 1. BURNING: NOT PERMITTED. E t t'► to OUT PROCEDURES INCLUDING THE DATES WHEN FLUSH- 2. DISPOSAL: COMPLY WITH REQUIREMENTS SECTION 017419 ti,J V J OUT WAS BEGUN AND COMPLETED AND STATEMENT THAT 'CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL'. M ' FILTRATION MEDIA WAS REPLACED AFTER FLUSH-OUT. END OF SECTION 024119 X • b. PRODUCT DATA FOR FILTRATION MEDIA USED DURING 0r � a FLUSH-OUT AND DURING OCCUPANCY. V J 8. CREDIT IEQ 4A: PRODUCT DATA FOR ADHESIVES AND SEALANTS a a USED INSIDE THE WEATHERPROOFING SYSTEM INDICATING VOC CONTENT OF EACH PRODUCT USED. Store #: 24162 C 9. CREDIT IEQ 4B: PRODUCT DATA FOR PAINTS AND COATINGS USED C INSIDE THE WEATHERPROOFING SYSTEM INDICATING VOC CONTENT OF EACH PRODUCT USED. Pro ect#: 14-107 C 10. CREDIT IEQ 4D: PRODUCT DATA FOR PRODUCTS CONTAINING 1r COMPOSITE WOOD OR AGRIFIBER PRODUCTS OR WOOD GLUES Concept: NCS L INDICATING THAT THEY DO NOT CONTAIN UREA-FORMALDEHYDE G RESIN. Palette: •,C 1.4 INFORMATIONAL SUBMITTALS Issue Date: 10/29/14 A. LEED ACTION PLANS: PROVIDE PRELIMINARY SUBMITTALS WITHIN SEVEN a DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK Design Manager: Ashley t9 g Y Blanton INDICATING HOW THE FOLLOWING REQUIREMENTS WILL BE MET: LEEDQAP: Renee Strand a 1. CREDIT MR 2: WASTE MANAGEMENT PLAN COMPLYING WITH u SECTION 017419"CONSTRUCTION WASTE MANAGEMENT AND Production Designer: Catharine Ten Broeck DISPOSAL." (; 2. CREDIT IEQ 3.1: CONSTRUCTION INDOOR-AIR-QUALITY Checked by: Renee Strand MANAGEMENT PLAN. B. - LEED PROGRESS REPORTS: CONCURRENT WITH EACH APPLICATION FOR PAYMENT, SUBMIT REPORTS COMPARING ACTUAL CONSTRUCTION AND Sheet Title: c PURCHASING ACTIVITIES WITH LEED ACTION PLANS FOR THE FOLLOWING: CL 1. CREDIT MR 2: WASTE REDUCTION PROGRESS REPORTS COMPLYING DESIGN C11WITHSECTION 017419"CONSTRUCTION WASTE MANAGEMENT AND T DISPOSAL.:' SPECIFICATIONS oc END OF SECTION 018100 Scale: 1/4"= 1'-0" 6 b T C. -. Sheet Number: 6 CN C: T I G-0010 t CONCRETE CONCRETE (CONTINUED) WOOD AND PLASTICS WOOD AND PLASTICS (CONTINUED) SECTION 033000-CAST-IN-PLACE CONCRETE SECTION 033500-CONCRETE FINISHING SECTION 061053-MISCELLANEOUS ROUGH CARPENTRY SECTION 064400-PLASTIC PANELING 1.1 SUMMARY 1.1 SUBMITTALS 1.1 MATERIALS PART 1 -GENERAL A. CAST-IN-PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT, A. QUALIFICATION DATA: FOR QUALIFIED APPLICATOR. A. WOOD PRODUCTS,GENERAL: 1.1 SUMMARY CONCRETE MATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES, B. MATERIAL CERTIFICATES. 1. MAXIMUM MOISTURE CONTENT OF LUMBER: 115 PERCENT] A. SECTION INCLUDES THE FOLLOWING: *� AND FINISHES, FOR THE FOLLOWING: 1.2 FLOOR AND SLAB TREATMENTS [19 PERCENT]. 1. GLASS-FIBER REINFORCED PLASTIC(FRP)WALL PANELING. " . 1. FOOTINGS. A. VOC CONTENT: FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 200 GIL B. WOOD-PRESERVATIVE-TREATED MATERIALS: 2. MOLDING,ADHESIVES,AND JOINT SEALANTS. 2. FOUNDATION WALLS. OR LESS WHEN CALCULATED ACCORDING TO 40 GFR 59,SUBPART D(EPA 1. PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2. 1.2 PLASTIC SHEET PANELING 3. SLABS-ON-GRADE. METHOD 24). a. PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR A. GLASS-FIBER-REINFORCED PLASTIC PANELING: GELCOAT-FINISHED, 1.2 SUBMITTALS B. UNPIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED CHROMIUM. DO NOT USE INORGANIC BORON(SBX)FOR SILL GLASS-FIBER REINFORCED PLASTIC PANELS COMPLYING WITH ASTM D 5319. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. DRY COMBINATION OF PORTLAND CEMENT,GRADED QUARTZ AGGREGATE, PLATES. 1. LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE B. SHOP DRAWINGS: AND PLASTICIZING ADMIXTURE. 2. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA 1. REINFORCING: PLACING DRAWINGS THAT DETAIL FABRICATION, C. PIGMENTED MINERAL DRY-SHAKE FLOOR HARDENER: FACTORY-PACKAGED, a. ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING. DEPARTMENT OF HEALTH SERVICES"'STANDARD PRACTICE FOR THE BENDING,AND PLACEMENT. INCLUDE BAR SIZES, LENGTHS, DRY COMBINATION OF PORTLAND CEMENT,GRADED QUARTZ AGGREGATE, b. ITEMS IN CONTACT WITH CONCRETE OR MASONRY. TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS TM MATERIAL, GRADE, BAR SCHEDULES, STIRRUP SPACING, BENT COLOR PIGMENTS,AND PLASTICIZING ADMIXTURE. USE COLOR PIGMENTS C. FRAMING LESS THAN 18 INCHES(460 MM)ABOVE GROUND IN SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." BAR DIAGRAMS, BAR ARRANGEMENT,SPLICES AND LAPS, THAT ARE FINELY GROUND, NONFADING MINERAL OXIDES INTERGROUND WITH CRAWLSPACES. 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. STARBUCKS COFFEE MECHANICAL CONNECTIONS, TIE SPACING, HOOP SPACING,AND CEMENT. d. FLOOR PLATES INSTALLED OVER CONCRETE SLABS-ON-GRADE. 3. COLOR: WHITE. SUPPORTS FOR CONCRETE REINFORCEMENT. 1.3 LIQUID FLOOR TREATMENTS C. FIRE-RETARDANT-TREATED MATERIALS: 4. MOLDING COLOR: WHITE. 2. SLAB LAYOUTS: DIMENSION LOCATIONS OF CONTROL, A. VOC CONTENT: LIQUID FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 1. EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. COMPANY EXPANSION,AND CONSTRUCTION JOINTS. RELATE TO BUILDING 200 GIL OR LESS WHEN CALCULATED ACCORDING TO 40 GFR 59,SUBPART D 2. INTERIOR TYPE A UNLESS OTHERWISE INDICATED. B. UNREINFORCED POLYPROPYLENE PANELING: SOLID POLYPROPYLENE 24Q1 UTAH AVENUE SOUTH GRID LINES. (EPA METHOD 24), 3. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: PANELS MADE FROM NO LESS THAN 80 PERCENT RECYCLED MATERIAL. C. DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE B. PENETRATING LIQUID FLOOR TREATMENT: CLEAR, CHEMICALLY REACTIVE, a. FRAMING FOR RAISED PLATFORMS. 1. LOW-EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE SEATTLE, WASHINGTON 98134 DESIGN MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS b. CONCEALED BLOCKING. TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA (206) 318-1575 CONDITIONS,WEATHER,TEST RESULTS,OR OTHER CIRCUMSTANCES AND PROPRIETARY COMPONENTS;ODORLESS;THAT PENETRATES, HARDENS, C. ROOF FRAMING AND BLOCKING. DEPARTMENT OF PUBLIC HEALTH'S(FORMERLY,THE CALIFORNIA WARRANT ADJUSTMENTS. AND DENSIFIES CONCRETE SURFACES. d. ITEMS IN CONTACT WITH ROOFING. DEPARTMENT OF HEALTH SERVICES')"STANDARD METHOD FOR THE 1. INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR C. PENETRATING LIQUID FLOOR TREATMENTS FOR POLISHED CONCRETE FINISH: e. PLYWOOD BACKING PANELS. TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL THESE DRAWINGS AND SPECIFICATIONS LATER ADDITION AT PROJECT SITE. CLEAR,WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE D. FRAMING: EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL ARE CONFIDENTIAL AND SHALL REMAIN THE D. CERTIFICATIONS: SUBMIT MILL CERTIFICATES FOR CEMENT, MATERIALS AND PROPRIETARY COMPONENTS; ODORLESS;THAT PENETRATES, 1. NON-LOAD-BEARING INTERIOR PARTITIONS: CONSTRUCTION OR NO.2 CHAMBERS." SOLE PROPERTY OF STARBUCKS AGGREGATES,AND REINFORCING. HARDENS,AND IS SUITABLE FOR POLISHED CONCRETE SURFACES. GRADE. 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. CORPORATION. THEY SHALL NOT BE 1.3 MATERIALS 1.4 INSTALLATION E. MISCELLANEOUS LUMBER: 3. COLOR: WHITE. REPRODUCED(IN WHOLE OR IN PART), A. STEEL REINFORCEMENT: A. DRY-SHAKE FLOOR HARDENER FINISH: AFTER INITIAL FLOATING,APPLY DRY- 1. DIMENSION LUMBER: CONSTRUCTION OR NO.2 GRADE. 4. MOLDING COLOR: WHITE. SHARED WITH THIRD PARTIES OR USED IN 1. REINFORCING BARS: DEFORMED. SHAKE FLOOR HARDENER TO SURFACES 2. UTILITY SHELVING: 19 PERCENT MAXIMUM MOISTURE CONTENT. 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. ANY MANNER ON OTHER PROJECTS OR a. MINIMUM RECYCLED CONTENT: 60% B. PENETRATING LIQUID FLOOR TREATMENT: PREPARE,APPLY,AND FINISH 3. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT. 1.3 ADHESIVES EXTENSIONS TO THIS PROJECT WITHOUT 2. PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185, PENETRATING LIQUID FLOOR TREATMENT ACCORDING TO MANUFACTURER'S F. PLYWOOD BACKING PANELS: EXPOSURE 1, C-D PLUGGED, FIRE-RETARDANT A. AS RECOMMENDED BY PLASTIC PANELING MANUFACTURER. THE PRIOR WRITTEN CONSENT OF PLAIN, FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT WRITTEN INSTRUCTIONS. TREATED. 1. VOC LIMIT:50 GIL STARBUCKS CORPORATION. THESE SHEETS. C. SEALING COAT: UNIFORMLY APPLY A CONTINUOUS SEALING COAT OF CURING G. FASTENERS: HOT-DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER, IN 1.4 ACCESSORIES DRAWINGS AND SPECIFICATIONS ARE B. CONCRETE MATERIALS: AND SEALING COMPOUND TO HARDENED CONCRETE BY POWER SPRAY OR GROUND CONTACT, IN CONTACT WITH TREATED WOOD,OR IN AREA OF HIGH A. TRIM ACCESSORIES: MANUFACTURER'S STANDARD ONE-PIECE VINYL INTENDED TO EXPRESS DESIGN INTENT 1. PORTLAND CEMENT: ASTM C 150, TYPE 1,GRAY,SUPPLEMENT ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. RELATIVE HUMIDITY. EXTRUSIONS DESIGNED TO RETAIN AND COVER EDGES OF PANELS. FOR A PROTOTYPICAL STARBUCKS STORE WITH THE FOLLOWING: D. PROTECT LIQUID FLOOR TREATMENT FROM DAMAGE AND WEAR DURING THE H. METAL FRAMING ANCHORS: PROVIDE DIVISION BARS, INSIDE CORNERS,OUTSIDE CORNERS,AND CAPS (WHICH IS SUBJECT TO CHANGE AT a. FLY ASH: ASTM C 618, CLASS F OR C. REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTIVE METHODS AND 1. METAL: GALVANIZED STEEL; HOT-DIP HEAVY GALVANIZED STEEL FOR AS NEEDED TO CONCEAL EDGES. ANYTIME)AND DO NOT REFLECT ACTUAL b. GROUND GRANULATED BLAST-FURNACE SLAG: ASTM MATERIALS, INCLUDING TEMPORARY COVERING, RECOMMENDED IN WRITING WOOD-PRESERVATIVE-TREATED LUMBER AND WHERE INDICATED. 1. COLOR: WHITE. SITE CONDITIONS. NEITHER PARTY SHALL C989, GRADE 100 OR 120. BY LIQUID FLOOR TREATMENTS INSTALLER. I. ADHESIVES: ADHESIVES SHALL HAVE A VOC CONTENT OF 70 GIL OR LESS END OF SECTION 064400 HAVE ANY OBLIGATION NOR LIABILITY TO 2. AGGREGATE: NORMAL WEIGHT. END OF SECTION 033500 WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D(EPA METHOD 24). THE OTHER(EXCEPT AS STATED ABOVE) 3. WATER:ASTM C 94/C 94M. 1.2 INSTALLATION UNTIL A WRITTEN AGREEMENT IS FULLY 4. ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY A. FURRING TO RECEIVE PLYWOOD OR HARDBOARD PANELING: 1-BY-3-INCH EXECUTED BY BOTH PARTIES. MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES NOMINAL-SIZE(19-BY-63-MM ACTUAL-SIZE)FURRING AT 24 INCHES(610 MM) - AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE SECTION 035416-HYDRAULIC-CEMENT-BASED UNDERLAYMENT O.C. THERMAL AND MOISTURE PROTECTION IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE. 1.1 SUMMARY B. FURRING TO RECEIVE GYPSUM BOARD: 1-BY-2-INCH NOMINAL-SIZE(19-BY-38- >----------- - zA HYDRA LIC-CEMENT-BASED UNDERLAYMENT FOR E BELOW INTERIOR - DO NOT USE CALCIUM CHLORIDE R ADMIXTURES CONTAINING A. UUSE MM ACTUAL-SIZE FURRING AT 16 INCHES 406 MM O.C. CALCIUM CHLORIDE. FLOOR COVERINGS. END OF SECTION 061053 SECTION 07841 -THROUGH-PENETRATION FIRESTOP SYSTEMS a. AIR-ENTRAINMENT:ASTM C 260, 1.2 MATERIALS 1.1 SUBMITTALS A. UNDERLAYMENT: HYDRAULIC-CEMENT-BASED POLYMER-MODIFIED,SELF- A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. b. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M, � TYPE A. LEVELING PRODUCT THAT CAN BE APPLIED IN MINIMUM UNIFORM THICKNESS 1.2 QUALITY ASSURANCE C. HIGH-RANGE,WATER-REDUCING ADMIXTURE: ASTM OF 1/4 INCH(6MM)AND THAT CAN BE FEATHERED AT EDGES TO MATCH A. INSTALLER QUALIFICATIONS: AN FM GLOBAL-APPROVED FIRESTOP C494/C 494M, TYPE F. ADJACENT FLOOR ELEVATIONS. SECTION 064000-INTERIOR ARCHITECTURAL WOODWORK CONTRACTOR ORA UL-QUALIFIED FIRESTOP CONTRACTOR. C. WATERSTOPS: FLEXIBLE RUBBER. 1. CEMENT BINDER: PORTLAND CEMENT, OR OTHER HYDRAULIC OR B. FIRE-TEST-RESPONSE CHARACTERISTICS: TESTED PER ASTM E 814 BY D. PLASTIC VAPOR RETARDER: ASTM E 1745,CLASS A. INCLUDE BLENDED HYDRAULIC CEMENT. 1.1 SUMMARY QUALIFIED TESTING AND INSPECTING AGENCY. MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE-SENSITIVE B. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN A. INTERIOR STANDING AND RUNNING TRIM. 1.3 PENETRATION FIRESTOPPING JOINT TAPE. WRITING FOR SUBSTRATE,CONDITIONS,AND APPLICATION INDICATED. B. FLUSH WOOD PANELING AND WAINSCOTS. A. PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS: F-RATINGS PER E. CURING MATERIALS: WATERBORNE, MONOMOLECULAR FILM FORMING, 1. PRIMER SHALL HAVE A VOC CONTENT OF 200 GIL OR LESS WHEN C. MELAMINE CABINETS. ASTM E 814 OR UL 1479. D. SOLID-SURFACING-MATERIAL COUNTERTOPS. _ MANUFACTURED FOR APPLICATION TO FRESH CONCRETE. CALCULATED ACCORDING TO 40 CFR 59,SUBPART D. E. CLOSET AND UTILITY SHELVING. B. PENETRATIONS IN HORIZONTAL ASSEMBLIES: F-AND T-RATINGS PER �_}_:�z�:�u�.�� .<.t<.232��.xa F. RELATED MATERIALS: END OF SECTION 035416 ASTM E 814 OR UL 1479: 1. EXPANSION-AND ISOLATION-JOINT-FILLER STRIPS ASTM D 1751, 1.2 QUALITY ASSURANCE C. PENETRATIONS IN SMOKE BARRIERS: L-RATINGS PER UL 1479. ASPHALT-SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK A. QUALITY STANDARD: AWL D. W-RATINGS: PER UL 1479. 1.3 MATERIALS E. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND OR SELF-EXPANDING CORK. ` 2. BONDING AGENT: ASTM C 1059/C 1059M,TYPE II, A. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING: SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC611.1111, NON-REDISPERSIBLE,ACRYLIC EMULSION OR STYRENE 1. HARDBOARD: AHAA135.4, MADE WITH BINDER CONTAINING NO CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D 44- BUTADIENE. UREA FORMALDEHYDE. (EPA METHOD 24): 3. NON-SHRINK GROUTS:ASTM C 1107, GRADE B; NON-SHRINK 2. MEDIUM-DENSITY FIBERBOARD: ANSI A208.2, GRADE 130, MADE 1. SEALANTS: 250 GIL. �[14 WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 GIL. NON-CATALYZED NATURAL AGGREGATE GROUT; MINIMUM METALS 3. MOISTURE RESISTANT MEDIUM-DENSITY FIBERBOARD: 3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 GIL. COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS;25 TO 30 ANSI A208.2, GRADE MD, MR50, MADE WITH BINDER CONTAINING 1.4 INSTALLATION =tet SECOND FLOW WHEN TESTED IN ACCORDANCE WITH ASTM C 939 r 71 <� . NO UREA FORMALDEHYDE. A. IDENTIFICATION: PREPRINTED METAL OR PLASTIC LABELS, PERMANENTLY AT 45 TO 90 DEGREES F;CEMENT GRAY IN COLOR SECTION 055000-METAL FABRICATIONS 4. STRAW-BASED PARTICLEBOARD: ANSI A208.1,GRADE M-2, ATTACHED. 4. FORM RELEASE COATING:WATER BASED TYPE;VOC<150G/I; 1.1 SUMMARY - r.,A EXCEPT FOR DENSITY, MADE WITH ADHESIVE CONTAINING NO 1.5 FIELD QUALITY CONTROL Y NOX-CRETE`UTILITY RELEASE.CRESSET CHEMICAL COMPANY A. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL <� ,PM CRETE 20 VOC,'OR APPROVED; NON STAINING. EQUIPMENT. UREA FORMALDEHYDE. A. INSPECTION OF INSTALLED FIRESTOP SYSTEMS: BY OWNER-ENGAGED , } G. REPAIR MATERIALS: B. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING AND 5• SOFTWOOD PLYWOOD: DOC PS 1 AGENCY ACCORDING TO ASTM E 2174 REQUIREMENTS. 1. REPAIR UNDERLAYMENT: GEMENT-BASED, POLYMER-MODIFIED, SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. 6. VENEER-FACED PANEL PRODUCTS(HARDWOOD PLYWOOD): END OF SECTION 07841 HPVA HP-1, MADE WITH ADHESIVE CONTAINING NO UREA Revision Schedule Q SELF-LEVELING PRODUCT THAT CAN BE APPLIED IN THICKNESSES C. SHELF ANGLES. FORMALDEHYDE. Rev Date By Description FROM 1/8 INCH(3.2 MM)AND THAT CAN BE FEATHERED AT EDGES D. METAL BOLLARDS. B. ADHESIVES, GENERAL: DO NOT USE ADHESIVES THAT CONTAIN z TO MATCH ADJACENT FLOOR ELEVATIONS. 1.2 SUBMITTALS a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR A. PRODUCT DATA: FOR THE FOLLOWING: UREA FORMALDEHYDE. I . HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED 1. PAINT PRODUCTS. C. VOC LIMITS FOR INSTALLATION ADHESIVES AND GLUES: USE SECTION 078446-FIRE-RESISTIVE JOINT SYSTEMS IN ASTM C 219. 2. GROUT. INSTALLATION ADHESIVES THAT COMPLY WITH THE FOLLOWING LIMITS 1.1 SUMMARY s FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, A. FIRE-RESISTIVE JOINT SYSTEMS FOR THE FOLLOWING: V. b. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER 3. ALL PREFABRICATED PRODUCTS. SUBPART D(EPA METHOD 24): 1. JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTIONS. « RECOMMENDED FOR SUBSTRATE,CONDITIONS,AND B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR 1. WOOD GLUES: 30 GIL. 2. JOINTS AT EXTERIOR CURTAIN-WALUFLOOR INTERSECTIONS. APPLICATION. METAL FABRICATIONS. c ' 2. PANEL ADHESIVE:50 GIL 3. JOINTS IN SMOKE BARRIERS. C. AGGREGATE: WELL-GRADED,WASHED GRAVEL, 1/8 TO 1. INCLUDE PLANS, ELEVATIONS,SECTIONS,AND DETAILS OF METAL 3. MULTIPURPOSE CONSTRUCTION ADHESIVE:70 GIL 1.2 PERFORMANCE REQUIREMENTS s 1/4 INCH(3.2 TO 6 MM)OR COARSE SAND AS FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND A. FIRE-RESISTANCE RATINGS OF JOINT SYSTEMS IN AND BETWEEN FIRE- RECOMMENDED BY UNDERLAYMENT MANUFACTURER. ACCESSORY ITEMS. a. SPECIAL PURPOSE:250 GIL RESISTANCE-RATED CONSTRUCTIONS: EQUALING OR EXCEEDING THE co a d. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI 2. PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FOR D. CLOSET AND UTILITY SHELVING: FIRE-RESISTANCE RATINGS OF CONSTRUCTION THAT THEY JOIN,AND WITH r 1� C (29 MPA)AT 28 DAYS WHEN TESTED ACCORDING TO INSTALLATION UNDER OTHER SECTIONS. 1. GRADE: ECONOMY. MOVEMENT CAPABILITIES INDICATED AS DETERMINED BY UL 2079. V W W ASTM C 109/C 109M. C. WELDING CERTIFICATES. >_' 2. SHELF MATERIAL: 3/4 INCH (19 MM)THERMOSET DECORATIVE 1.3 SUBMITTALS n/ z _ 2. REPAIR OVERLAYMENT: CEMENT-BASED, POLYMER-MODIFIED, 1.3 PRODUCTS PANEL WITH PVC OR POLYESTER EDGE BANDING. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 11�1�� E SELF-LEVELING PRODUCT HAT CAN BE APPLIED IN THICKNESSES A. MATERIALS: STEEL PLATES, SHAPES,AND BARS, STEEL PIPE, SLOTTED J M V FROM 1/8 INCH(3.2 MM)AND THAT CAN BE FEATHERED AT EDGES CHANNEL FRAMING. 3. CLEATS: 3/4 INCH(19 MM) PANEL PRODUCT. 1.4 QUALITY ASSURANCE I E. SHOP FINISHING: A. FIRE-TEST-RESPONSE CHARACTERISTICS: TESTED BY QUALIFIED TESTING CO r- TO MATCH ADJACENT FLOOR ELEVATIONS. 1. LOW-EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT CO _ CV a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR OF 200 GIL OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, 1. GRADE: SAME GRADE AS WOODWORK. AND INSPECTING AGENCY. HYDRAULIC OR BLENDED HYDRAULIC GEMENT AS DEFINED SUBPART D(EPA METHOD 24). 2. EXTENT: ALL WOODWORK SHOP FINISHED. 1.5 FIRE-RESISTIVE JOINT SYSTEMS 1.4 INSTALLATION A. DESIGNATION SYSTEM FOR JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED Z 0 IN ASTM C 219. B. MISCELLANEOUS FRAMING AND SUPPORTS: A. SCRIBE AND CUT MILLWORK TO FIT ADJOINING WORK, REFINISH CUT CONSTRUCTIONS: ALPHANUMERIC SYSTEMS LISTED IN UL'S"FIRE W Q Q C b. PRIMER: PRODUCT OF TOPPING MANUFACTURER 1. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL SURFACES,AND REPAIR DAMAGED FINISH AT CUTS. RESISTANCE DIRECTORY"UNDER PRODUCT CATEGORY XHBN. RECOMMENDED FOR SUBSTRATE,CONDITIONS,AND EQUIPMENT,APPLICATIONS WHERE FRAMING AND SUPPORTS ARE B. ANCHOR MILLWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY B. JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTION: EQUAL TO < w O APPLICATION. NOT SPECIFIED IN OTHER SECTIONS. ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK, OR EXCEEDING THE FIRE-RESISTANCE RATING OF CONSTRUCTION THEY WILL T C. AGGREGATE: WELL-GRADED,WASHED GRAVEL, 1/8 TO 2. GALVANIZE WHERE INDICATED. = � 0 s CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR JOIN. 1/4 INCH(3.2 TO 6MM)OR COARSE SAND AS 3. PRIME WITH ZINC-RICH PRIMER WHERE INDICATED. E V COMPLETE INSTALLATION, USE FINE FINISHING NAILS OR FINISHING C. JOINTS AT EXTERIOR CURTAIN-WALUFLOOR INTERSECTIONS: EQUAL TO OR M RECOMMENDED BY TOPPING MANUFACTURER. a. ZINC-RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 GIL of SCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSH EXCEEDING THE FIRE-RESISTANCE RATING OF THE FLOOR ASSEMBLY. Z d. COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, �. L ' (34.5 MPA)AT 28 DAYS WHEN TESTED ACCORDING TO SUBPART D(EPA METHOD 24). WITH MILLWORK AND MATCHING FINAL FINISH IF TRANSPARENT FINISH D. JOINTS IN SMOKE BARRIERS: U7 Q ASTM C 109/C 109M. C. LOOSE STEEL LINTELS, GALVANIZED AT EXTERIOR WALLS. IS INDICATED. 1. L-RATING: NOT EXCEEDING 5.0 CFM/FT(0.00775 CU. M/S X M)OF JOINT 15 3 00 V 1.4 INSTALLATION D. SHELF ANGLES, GALVANIZED. C. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT AT 0.30 INCH WG(74.7 PA)AT BOTH AMBIENT AND ELEVATED U^ (^ a OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST TEMPERATURES. CIL J V, A. FLOOR AND SLAB FINISHES: E. STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS, FOR a 1. FLOAT: SURFACES TO RECEIVE TROWEL FINISH. CASTING INTO CONCRETE. HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO E. EXPOSED FIRE-RESISTIVE JOINT SYSTEMS: PROVIDE PRODUCTS WITH L r PROVIDE UNENCUMBERED OPERATION. COMPLETE INSTALLATION OF FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, 2. TROWEL: SURFACES EXPOSED TO VIEW,AND SURFACES TO BE F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE. Store#: 24162 C HARDWARE AND ACCESSORY ITEMS AS INDICATED. RE COVERED WITH RESILIENT FLOORING,CARPET,CERAMIC OR END OF SECTION 055000 RESPECTIVELY,AS DETERMINED PER ASTM E 84. 4- 1. INSTALL CABINETS WITH NO MORE THAN 118 INCH IN 96 INCH F. VOC CONTENT: FIRE-RESISTIVE JOINT SYSTEM SEALANTS SHALL COMPLY Q QUARRY TILE SET OVER A CLEAVAGE MEMBRANE, PAINT,OR (3 MM IN 2400 MM)SAG, BOW,OR OTHER VARIATION FROM A WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ANOTHER THIN-FILM-FINISH COATING SYSTEM. Project#: 14-107 3. TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITH STRAIGHT LINE. ACCORDING TO 40 CFR 59,SUBPART D(EPA METHOD 24): D. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER 1. ARCHITECTURAL SEALANTS: 250 G/L. CERAMIC OR QUARRY TILE INSTALLED BY EITHER THICKSET OR BLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OF 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. Concept: C P: NCS THIN-SET METHOD. COUNTERTOP. G. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 GIL. Palette: C 4. BROOM: EXTERIOR CONCRETE PLATFORMS, STEPS,AND RAMPS. 1. ALIGN ADJACENT SOLID-SURFACING-MATERIAL COUNTERTOPS L H. ACCESSORIES: FORMING MATERIALS AND OTHER COMPONENTS NEEDED C 1.5 FIELD QUALITY CONTROL TO INSTALL FILL MATERIALS AND MAINTAIN RATINGS REQUIRED. Issue Date: 10/29/14 � AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN A. TESTING: BY CONTRACTOR-ENGAGED AGENCY. RECOMMENDATIONS USING ADHESIVE IN COLOR TO MATCH a END OF SECTION 078446 B. INSPECTIONS: BY OWNER-ENGAGED SPECIAL INSPECTOR. Design Manager: Ashley Blanton END OF SECTION 033000 COUNTERTOP. CAREFULLY DRESS JOINTS SMOOTH, REMOVE L SURFACE SCRATCHES,AND CLEAN ENTIRE SURFACE. LEEDQAP: Renee Strand a 2. INSTALL COUNTERTOPS WITH NO MORE THAN 1/8 INCH IN 96 INCH U _ (3 MM IN 2400 MM)SAG, BOW,OR OTHER VARIATION FROM A Production Designer: Catharine Ten Broeck STRAIGHT LINE. t- 3. SECURE COVED BACKSPLASHES TO TOPS PER MANUFACTURES Checked by: Renee Strand FABRICATION MANUAL AND TO WALLS WITH ADHESIVE. ` 4. CALK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT Sheet Title: SPECIFIED IN DIVISION 7 SECTION"JOINT SEALANTS." a END OF SECTION 064000 DESIGN Cq SPECIFICATIONS 66 tV Scale: 1/4"= 1'-0" N r O LV Sheet Number: N C3 r G-0011 THERMAL AND MOISTURE PROTECTION (CONT) THERMAL AND MOISTURE PROTECTION (CONT) FINISHES FINISHES (CONTINUED) SECTION 079200-JOINT SEALANTS SECTION 079200-JOINT SEALANTS SECTION 09216-NON-LOAD-BEARING STEEL FRAMING SECTION 093000-CERAMIC TILE 1.1 MATERIALS 1.1 MATERIALS 1.1 SUMMARY 1.1 SUMMARY A. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND A. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND A. NON-LOAD-BEARING STEEL FRAMING MEMBERS FOR INTERIOR FRAMING A. PAVER, GLAZED,AND WALL TILE. ;E'd SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC SYSTEMS. B. WATERPROOF MEMBRANE FOR THIN-SET TILE INSTALLATIONS. *� CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D 1.2 MATERIALS C. METAL EDGE STRIPS INSTALLED AS PART OF TILE INSTALLATIONS. (EPA METHOD 24): (EPA METHOD 24): A. STEEL FRAMING FOR FRAMED ASSEMBLIES: 1.2 QUALITY ASSURANCE 1. SEALANTS: 250 G/L. 1. SEALANTS: 250 G/L. B. FRAMING MEMBERS,GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS A. MOCKUPS FOR EACH FORM OF CONSTRUCTION. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. INDICATED. 1.3 MATERIALS 3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 GIL. . 3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. 1. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 A. GLAZED WALL TILE TRIM SHAPES: COVED BASE, BULLNOSE CAP. B. SUITABILITY FOR CONTACT WITH FOOD: WHERE SEALANTS ARE INDICATED B. SUITABILITY FOR CONTACT WITH FOOD: WHERE SEALANTS ARE INDICATED REQUIREMENTS FOR METAL, UNLESS OTHERWISE INDICATED. B. THRESHOLDS: SATIN ANODIZED ALUMINUM THRESHOLDS AND TRANSITION FOR JOINTS THAT WILL COME IN REPEATED CONTACT WITH FOOD, PROVIDE FOR JOINTS THAT WILL COME IN REPEATED CONTACT WITH FOOD, PROVIDE 2. PROTECTIVE COATING: COATING WITH EQUIVALENT CORROSION STRIPS. PRODUCTS THAT COMPLY WITH 21 CFR 177.2600, PRODUCTS THAT COMPLY WITH 21 CFR 177.2600. RESISTANCE OF ASTM A 653/A 653M,G40(Z120), HOT-DIP 1. BEVEL EDGES AT 1:2 SLOPE,WITH LOWER EDGE OF BEVEL ALIGNED C. ELASTOMERIC JOINT SEALANTS: LIQUID APPLIED,CHEMICALLY CURING; C. ELASTOMERIC JOINT SEALANTS: LIQUID APPLIED,CHEMICALLY CURING; GALVANIZED, UNLESS OTHERWISE INDICATED. WITH OR UP TO 1/16 INCH(1.5 MM)ABOVE ADJACENT FLOOR ASTM C 920. ASTM C 920. 1.3 STEEL FRAMING FOR FRAMED ASSEMBLIES SURFACE, FINISH BEVEL TO MATCH TOP SURFACE OF THRESHOLD. TM 1. ES-1,MULTICOMPONENT NONSAG NEUTRAL-CURING SILICONE SEALANT 1. MULTICOMPONENT AAATICOMPONENT NONSAG NEUTRAL-CURING SILICONE SEALANT A. LABLE. MATERIAL: USE SALVAGED FRAMING MATERIALS WHENEVER ITADJACENTFLOOR HEIGHT THRESHOLD TO 1/2 INCH(12.7 MM)OR LESS ABOVE STARBUCKS COFFEE 2. SINGLE-COMPONENT MILDEW-RESISTANT NEUTRAL-CURING 2. SINGLE-COMPONENT MILDEW-RESISTANT NEUTRAL-CURING B. STEEL STUDS AND RUNNERS: ASTM C 645. C. MORTAR: LATEX-PORTLAND CEMENT SILICONE SEALANT ES-2. SILICONE SEALANT ES-2. 1. MINIMUM BASE-METAL THICKNESS: 0.033 INCH(0.84 MM) UNLESS D. ELASTOMERIC SEALANTS: ONE-PART, MILDEW-RESISTANT SILICONE. COMPANY 3. SINGLE-COMPONENT MILDEW-RESISTANTACID-CURING SILICONE 3. SINGLE-COMPONENT MILDEW-RESISTANT ACID-CURING SILICONE OTHERWISE INDICATED ON DRAWINGS. 1. SEALANTS SHALL HAVE A VOC CONTENT OF 250 2401 UTAH AVENUE SOUTH SEALANT ES-3. SEALANT ES-3. 2. DEPTH: AS INDICATED ON DRAWINGS. GIL OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, 4. SINGLE-COMPONENT MILDEW-RESISTANTACID-CURING RTV 4. SINGLE-COMPONENT MILDEW-RESISTANTACID-CURING RN C. DIMPLED STEEL STUDS AND RUNNERS: SUBPART D(EPA METHOD 24). SEATTLE, WASHINGTON 98134 SILICONE SEALANT ES-4. SILICONE SEALANT ES-4. 1. MINIMUM BASE-METAL THICKNESS: 0.025 INCH(0.64 MM), 1.4 FLOOR TILE INSTALLATION SCHEDULE (206) 318-1575 5. MULTICOMPONENT NONSAG POLYUREA SEALANT ES-5. 5. MULTICOMPONENT NONSAG POLYUREA SEALANT ES-5. 2. DEPTH: AS INDICATED ON DRAWINGS. A. INTERIOR FLOORS ON CONCRETE: THIN-SET MORTAR. 6. MULTICOMPONENT NONSAG POLYUREA FILLER ES-6. 6. MULTICOMPONENT NONSAG POLYUREA FILLER ES-6. D. SLIP-TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THE 1. TLE TYPE: UNGLAZED PAVER TILE. D. LATEX SEALANT LS-1: COMPLY WITH ASTM C 834,TYPE P,GRADE NF. D. LATEX SEALANT LS-1: COMPLY WITH ASTM C 834,TYPE P,GRADE NF. FOLLOWING: 2. MORTAR: LATEX PORTLAND CEMENT MORTAR BOND COAT. THESE DRAWINGS AND SPECIFICATIONS E. JOINT-SEALANT BACKING: E. JOINT-SEALANT BACKING: 1. SINGLE LONG-LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER 3. GROUT: POLYMER-MODIFIED UNSANDED 100%SOLIDS EPDXY ARE CONFIDENTIAL AND SHALL REMAIN THE 1.2 JOINT-SEALANT SCHEDULE 1.2 JOINT-SEALANT SCHEDULE WITH 2 INCH(50.8 MM)DEEP FLANGES IN THICKNESS NOT LESS NON-SAGGING GROUT. SOLE PROPERTY OF STARBUCKS A. JOINT-SEALANT APPLICATION JS-1: EXTERIOR HORIZONTAL NONTRAFFIC A. JOINT-SEALANT APPLICATION JS-1: EXTERIOR HORIZONTAL NONTRAFFIC THAN INDICATED FOR STUDS, INSTALLED WITH STUDS FRICTION FIT B. INTERIOR FLOORS ON WATERPROOF CRACK-SUPPRESSION MEMBRANE CORPORATION. THEY SHALL NOT BE AND TRAFFIC ISOLATION AND CONTRACTION JOINTS IN CAST-IN-PLACE AND TRAFFIC ISOLATION AND CONTRACTION JOINTS IN CAST-IN-PLACE INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED OVER CONCRETE AND WOOD: THIN-SET MORTAR. REPRODUCED(IN WHOLE OR IN PART), CONCRETE SLABS. CONCRETE SLABS. WITHIN 12 INCHES(305 MM)OF THE TOP OF STUDS TO PROVIDE 1. TILE TYPE: UNGLAZED PAVER TILE. SHARED WITH THIRD PARTIES OR USED IN 1. JOINT SEALANT: ES-5. 1. JOINT SEALANT: ES-5. LATERAL BRACING. 2. MORTAR: LATEX-PORTLAND CEMENT MORTAR BOND COAT. ANY MANNER ON OTHER PROJECTS OR B. JOINT-SEALANT APPLICATION JS-2: EXTERIOR PERIMETER JOINTS BETWEEN B. JOINT-SEALANT APPLICATION JS-2: EXTERIOR PERIMETER JOINTS BETWEEN 2. DOUBLE-RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDE 3. GROUT: POLYMER-MODIFIED UNSANDED 100%SOLIDS EPDXY EXTENSIONS TO THIS PROJECT WITHOUT WALL AND FRAMES OF DOORS AND WINDOWS. WALL AND FRAMES OF DOORS AND WINDOWS. RUNNER WITH 2 INCH(50.8 MM)DEEP FLANGES IN THICKNESS NOT NON-SAGGING GROUT. THE PRIOR WRITTEN CONSENT OF 1. JOINT SEALANT: ES-1. 1. JOINT SEALANT: ES-1. LESS THAN INDICATED FOR STUDS AND FASTENED TO STUDS,AND 1.5 WALL TILE INSTALLATION SCHEDULE STARBUCKS CORPORATION. THESE C. JOINT-SEALANT APPLICATION JS-3: EXTERIOR CONTROL AND EXPANSION C. JOINT-SEALANT APPLICATION JS-3: EXTERIOR CONTROL AND EXPANSION OUTER RUNNER SIZED TO FRICTION FIT INSIDE RUNNER. A. INTERIOR WALLS OVER GLASS-MAT WATER-RESISTANT BACKER BOARD OR DRAWINGS AND SPECIFICATIONS ARE JOINTS IN HORIZONTAL TRAFFIC SURFACES OF BRICK PAVERS, CERAMIC JOINTS IN HORIZONTAL TRAFFIC SURFACES OF BRICK PAVERS,CERAMIC 3. DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED CEMENTITIOUS BACKER UMTS: THIN-SET MORTAR. INTENDED TO EXPRESS DESIGN INTENT TILE,STONE PAVING UNITS,CONCRETE TILE. TILE, STONE PAVING UNITS,CONCRETE TILE. TO PREVENT CRACKING OF FINISHES APPLIED TO INTERIOR 1. TILE TYPE: GLAZED CERAMIC MOSAIC TILE. FOR A PROTOTYPICAL STARBUCKS STORE 1. JOINT SEALANT: MULTICOMPONENT POURABLE POLYSULFIDE 1. JOINT SEALANT: MULTICOMPONENT POURABLE POLYSULFIDE PARTITION FRAMING RESULTING FROM DEFLECTION OF STRUCTURE 2. MORTAR: LATEX-PORTLAND CEMENT MORTAR. (WHICH IS SUBJECT TO CHANGE AT SEALANT. SEALANT. ABOVE; IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND 3. GROUT: POLYMER-MODIFIED UNSANDED GROUT. ANYTIME)AND DO NOT REFLECT ACTUAL 2. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM 2. JOINT-SEALANT COLOR: AS SELECTED BY ARCHITECT FROM IN WIDTH TO ACCOMMODATE DEPTH OF STUDS. END OF SECTION 093000 SITE CONDITIONS. NEITHER PARTY SHALL MANUFACTURER'S FULL RANGE. MANUFACTURER'S FULL RANGE. E. COLD-ROLLED CHANNEL BRIDGING: 0.0538 INCH (1.37 MM)BARE-STEEL HAVE ANY OBLIGATION NOR LIABILITY TO D. JOINT-SEALANT APPLICATION JS-4: INTERIOR PERIMETER JOINTS OF D. JOINT-SEALANT APPLICATION JS-4: INTERIOR PERIMETER JOINTS OF THICKNESS,WITH MINIMUM 1/2 INCH(12.7 MM)WIDE FLANGES. THE OTHER(EXCEPT AS STATED ABOVE) EXTERIOR OPENINGS. EXTERIOR OPENINGS. 1. DEPTH: 1-1/2 INCHES(38.1 MM). UNTIL A WRITTEN AGREEMENT IS FULLY 1. JOINT SEALANT: ES-3. 1. JOINT SEALANT: ES-3. 2. CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES(38.1 BY SECTION 095113-ACOUSTICAL PANEL CEILINGS EXECUTED BY BOTH PARTIES. E. JOINT-SEALANT APPLICATION JS-5: INTERIOR CERAMIC TILE EXPANSION, E. JOINT-SEALANT APPLICATION JS-5: INTERIOR CERAMIC TILE EXPANSION, 38.1 MM), 0.068 INCH(1.73 MM)THICK, GALVANIZED STEEL. 1.1 SUMMARY CONTROL,CONTRACTION,AND ISOLATION JOINTS IN HORIZONTAL TRAFFIC CONTROL,CONTRACTION,AND ISOLATION JOINTS IN HORIZONTAL TRAFFIC F. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645. A. ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. SURFACES. SURFACES. 1. MINIMUM BASE METAL THICKNESS: AS INDICATED ON DRAWINGS. 1.2 SUBMITTALS 1. JOINT SEALANT: ES-3. 1. JOINT SEALANT: ES-3. 2. DEPTH: AS INDICATED ON DRAWINGS. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 2. JOINT-SEALANT COLOR: AS NOTED. 2. JOINT-SEALANT COLOR: AS NOTED. G. COLD-ROLLED FURRING CHANNELS: 0.0538 INCH(1.37 MM)BARE-STEEL B. COORDINATION DRAWINGS: REFLECTED CEILING PLANS, DRAWN TO SCALE, F. JOINT-SEALANT APPLICATION JS-6: INTERIOR JOINTS BETWEEN PLUMBING F. JOINT-SEALANT APPLICATION JS-6: INTERIOR JOINTS BETWEEN PLUMBING THICKNESS,WITH MINIMUM 1/2 INCH(12.7 MM)WIDE FLANGES. ON WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH Ex FIXTURES AND ADJOINING WALLS, FLOORS,AND COUNTERS. FIXTURES AND ADJOINING WALLS, FLOORS,AND COUNTERS. 1. DEPTH: AS INDICATED ON DRAWINGS. EACH OTHER BASED ON INPUT FROM INSTALLERS OF THE ITEMS 1. JOINT SEALANT: ES-3. 1. JOINT SEALANT: ES 3. 2. FURRING BRACKETS: ADJUSTABLE, CORRUGATED-EDGE TYPE OF INVOLVED: 2. JOINT-SEALANT COLOR: TRANSLUCENT. 2. JOINT-SEALANT COLOR: TRANSLUCENT. STEEL SHEET WITH MINIMUM BARE-STEEL THICKNESS OF 1. CEILING SUSPENSION SYSTEM MEMBERS. G. JOINT-SEALANT APPLICATION JS-7: VERTICAL JOINTS ON EXPOSED G. JOINT-SEALANT APPLICATION JS-7: VERTICAL JOINTS ON EXPOSED 0.0312 INCH(0.79 MM). 2. METHOD OF ATTACHING HANGERS TO BUILDING STRUCTURE. SURFACES OF INTERIOR PARTITIONS. SURFACES OF INTERIOR PARTITIONS. 3. TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT 3. CEILING-MOUNTED ITEMS INCLUDING LIGHTING FIXTURES, 1. JOINT SEALANT: ES-3. 1. JOINT SEALANT: ES-3. TEMPER, 0.0625 INCH(1.59 MM)DIAMETER WIRE, OR DOUBLE DIFFUSERS, GRILLES, SPEAKERS, SPRINKLERS,ACCESS PANELS, r:<:r=:3:3:r :n -- H. JOINT-SEALANT APPLICATION JS-8: PERIMETER JOINTS BETWEEN INTERIOR H. JOINT-SEALANT APPLICATION JS-8: PERIMETER JOINTS BETWEEN INTERIOR STRAND OF 0.0475 INCH(1.21 MM) DIAMETER WIRE. AND SPECIAL MOLDINGS. WALL SURFACES AND FRAMES OF INTERIOR DOORS,WINDOWS. WALL SURFACES AND FRAMES OF INTERIOR DOORS,WINDOWS. H. Z-SHAPED FURRING: WITH SLOTTED OR NONSLOTTED WEB, FACE FLANGE C. SAMPLES FOR VERIFICATION: FOR EACH COMPONENT INDICATED AND FOR 1. JOINT SEALANT: ES-3. 1. JOINT SEALANT: ES-3. OF 1-1/4 INCHES(31.8 MM),WALL ATTACHMENT FLANGE OF 7/8 INCH EACH EXPOSED FINISH REQUIRED, PREPARED ON SAMPLES OF SIZE 1? `4 1. JOINT-SEALANT APPLICATION JS-9: HVAC JOINTS. 1. JOINT-SEALANT APPLICATION JS-9: HVAC JOINTS. (22.2 MM), MINIMUM BARE-METAL THICKNESS OF 0.0179 INCH(0.45 MM),AND INDICATED BELOW. 1. JOINT SEALANT: ES-2. 1. JOINT SEALANT: ES-2. DEPTH REQUIRED TO FIT INSULATION THICKNESS INDICATED. 1. ACOUSTICAL PANEL: SET OF FULL-SIZE SAMPLES OF EACH TYPE, 2. JOINT-SEALANT COLOR: ALUMINUM. 2. JOINT-SEALANT COLOR: ALUMINUM. END OF SECTION 09216 COLOR, PATTERN,AND TEXTURE. J. JOINT-SEALANT APPLICATION JS-10: NON-POROUS MATERIAL TO J. JOINT-SEALANT APPLICATION JS-10: NON-POROUS MATERIAL TO 2. EXPOSED SUSPENSION SYSTEM MEMBERS, MOLDINGS,AND TRIM: .A0 NON-POROUS MATERIAL. NON-POROUS MATERIAL. SET OF 12 INCH(300 MM)LONG SAMPLES OF EACH TYPE, FINISH, ' 1. JOINT SEALANT: ES-4. 1. JOINT SEALANT: ES-4. AND COLOR. 2. JOINT-SEALANT COLOR: CLEAR. 2. JOINT-SEALANT COLOR: CLEAR. SECTION 092900-GYPSUM BOARD D. QUALIFICATION DATA: FOR TESTING AGENCY. END OF SECTION 079200 END OF SECTION 079200 1.1 SUMMARY E. FIELD QUALITY-CONTROL TEST REPORTS. ' P- tL MMS A. INTERIOR GYPSUM BOARD. F. PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE B. TILE BACKING PANELS. TESTS PERFORMED BY QUALIFIED TESTING AGENCY, FOR EACH 1.2 SUBMITTALS ACOUSTICAL PANEL CEILING. A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. G. MAINTENANCE DATA: FOR FINISHES TO INCLUDE IN MAINTENANCE =rtt �h.Y3, DOORS AND WINDOWS DOORS AND WINDOWS B. SAMPLES: FOR THE FOLLOWING PRODUCTS: MANUALS. '° 1. TEXTURED FINISHES: MANUFACTURER'S STANDARD SIZE FOR 1.3 QUALITY ASSURANCE SECTION 081416-FLUSH WOOD DOORS SECTION 081416-FLUSH WOOD DOORS EACH TEXTURED FINISH INDICATED AND ON SAME BACKING INDICATED A. ACOUSTICAL PANEL QUALITY STANDARD: ASTM E 1264. 1.1 SUBMITTALS 1.1 SUBMITTALS B. METAL SUSPENSION SYSTEM QUALITY STANDARD: ASTM C 635. Of I >, C A. PRODUCT DATA: FOR EACH TYPE OF DOOR INDICATED. INCLUDE DETAILS A. PRODUCT DATA: FOR EACH TYPE OF DOOR INDICATED. INCLUDE DETAILS FOR WORK 1.4 MATERIALS OF CORE AND EDGE CONSTRUCTION AND TRIM FOR OPENINGS. OF CORE AND EDGE CONSTRUCTION AND TRIM FOR OPENINGS. 1.3 MATERIALS A. ACOUSTICAL CEILING PANELS GENERAL: MUST BE CERTIFIED AS LOW Revision Schedule q A. INTERIOR GYPSUM BOARD: - EMITTING.CERTIFICATION MUST BE BASED UPON THE CALIFORNIA B. SHOP DRAWINGS: INDICATE LOCATION, SIZE,AND HAND OF EACH DOOR; B. SHOP DRAWINGS: INDICATE LOCATION,SIZE,AND HAND OF EACH DOOR; 1. - GENERAL: COMPLYING WITH ASTM C 36/C 36M OR DEPARTMENT OF HEALTH SERVICES-STANDARD PRACTICE FOR THE Rev Date By Description L ELEVATION OF EACH KIND OF DOOR;CONSTRUCTION DETAILS NOT ELEVATION OF EACH KIND OF DOOR;CONSTRUCTION DETAILS NOT ASTM C 1396/C 1396M,AS APPLICABLE TO TYPE OF GYPSUM COVERED IN PRODUCT DATA; LOCATION AND EXTENT OF HARDWARE COVERED IN PRODUCT DATA; LOCATION AND EXTENT OF HARDWARE TESTING VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING BLOCKING;AND OTHER PERTINENT DATA. BLOCKING;AND OTHER PERTINENT DATA. BOARD SMALL-SCALE ENVIRONMENTAL CHAMBERS", INCLUDING 2004 ADDENDA OR A T INDICATED AND WHICHEVER IS MORE STRINGENT. JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING CT 1. INDICATE DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES 1. INDICATE DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION FOR HARDWARE. FOR HARDWARE. METHODOLOGIES AND VOC THRESHOLDS. U. 2. INDICATE DIMENSIONS AND LOCATIONS OF CUTOUTS. 2. INDICATE DIMENSIONS AND LOCATIONS OF CUTOUTS. MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF B. ACOUSTICAL CEILING PANELS WASHABLE °Z '3. INDICATE REQUIREMENTS FOR VENEER MATCHING. 3. INDICATE REQUIREMENTS FOR VENEER MATCHING. HEALTH SERVICES "STANDARD PRACTICE FOR THE 1. CLASSIFICATION: TYPE IV, MINERAL BASE WITH MEMBRANE-FACED 2' 4. INDICATE DOORS TO BE FACTORY FINISHED AND FINISH 4. INDICATE DOORS TO BE FACTORY FINISHED AND FINISH TESTING OF VOLATILE ORGANIC EMISSIONS FROM OVERLAY; FORM 2,WATER FELTED;WITH VINYL OVERLAY ON FACE; VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL PATTERN G(SMOOTH). REQUIREMENTS. REQUIREMENTS. CHAMBERS", INCLUDING 2004 ADDENDA OR A 2. COLOR:AS INDICATED ON DRAWINGS. �( C 5. INDICATE FIRE-PROTECTION RATINGS FOR FIRE-RATED DOORS. 5. INDICATE FIRE-PROTECTION RATINGS FOR FIRE-RATED DOORS. JURISDICTIONALLY RECOGNIZED STANDARD USING 3. THICKNESS: 5/8 INCH(15 MM). "v C. WARRANTY: SAMPLE OF SPECIAL WARRANTY. C. WARRANTY: SAMPLE OF SPECIAL WARRANTY. VALENT TESTING METHODOLOGIES AND VOC 1.2 QUALITY ASSURANCE 1.2 QUALITY ASSURANCE 4. MODULAR SIZE: 24 BY INCHES(610 BY 1220 MM). ♦^ W W (D THRESHOLDS. 5. BROAD SPECTRUM ANTI v MICROBIAL FUNGICIDE AND BACTERICIDE A. QUALITY STANDARD: AWI. A. QUALITY STANDARD: AWI. 2. TYPE X: TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH �/ 1. AWI QUALITY CERTIFICATION LABELS OR AN AWI LETTER OF 1. AWI QUALITY CERTIFICATION LABELS OR AN AWI LETTER OF a. THICKNESS: 5/8 INCH(15.9 MM). MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT fl. z Z m LICENSING FOR DOORS. LICENSING FOR DOORS. b. LONG EDGES: TAPERED. INHIBITS FUNGUS, MOLD, MILDEW,AND GRAM-POSITIVE AND Q (q 2. WI-CERTIFIED COMPLIANCE CERTIFICATE FOR DOORS AND 2. WI-CERTIFIED COMPLIANCE CERTIFICATE FOR DOORS AND 3. MOISTURE-AND MOLD-RESISTANT TYPE:WITH MOISTURE-AND < J INSTALLATION. INSTALLATION. GRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR M pl B. FIRE-RATED WOOD DOORS: POSITIVE PRESSURE TESTING. B. FIRE-RATED WOOD DOORS: POSITIVE PRESSURE TESTING. MOLD-RESISTANT CORE AND SURFACES. BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 -J N a. CORE: 5/8 INCH (15.9 MM),TYPE X. AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21 1.3 DOOR CONSTRUCTION,GENERAL 1.3 DOOR CONSTRUCTION,GENERAL .b. LONG EDGES: TAPERED. z �-- C) r,- A. LOW C EMITTING MATERIALS: MADE WITH ADHESIVES AND COMPOSITE WOOD A. LOW-EMITTING MATERIALS: MADE WITH ADHESIVES AND COMPOSITE WOOD C. ACOUSTICAL CEILING PANELS TEXTURED: C. MOLD RESISTANCE: ASTM D 3273,SCORE OF 10 AS RATED 1. CLASSIFICATION: TYPE Ill, MINERAL BASE WITH PAINTED FINISH; Q PRODUCTS THAT DO HAVE NO ADDED UREA FORMALDEHYDE. PRODUCTS THAT DO HAVE NO ADDED UREA FORMALDEHYDE. � c ACCORDING TO ASTM D 3274. FORM 2,WATER FELTED; PATTERN E(LIGHTLY TEXTURED). J B. WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY UNLESS OTHERWISE B. WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY UNLESS OTHERWISE B. TILE-BACKING PANELS: 2. COLOR:AS INDICATED ON DRAWINGS. Q >% INDICATED. INDICATED. 1. GLASS-MAT,WATER-RESISTANT BACKING BOARD: 3. THICKNESS: 5/81NCH(15 MM}. 1.4 VENEERED-FACED DOORS FOR TRANSPARENT FINISH 1.4 VENEERED-FACED DOORS FOR TRANSPARENT FINISH � ASTM C 1178/C 1178M,WITH MANUFACTURER'S STANDARD EDGES. 4. MODULAR SIZE: 24 BY 48 INCHES(610 BY 1220 MM). � !U�^) � Q A. INTERIOR SOLID-CORE DOORS: A. INTERIOR SOLID-CORE DOORS: a. MUST BE CERTIFIED AS LOW EMITTING.CERTIFICATION 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE (D 1. CORE: PARTICLEBOARD. 1. CORE: PARTICLEBOARD. MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF M `�-� 062. CONSTRUCTION: FIVE OR SEVEN PLIES, BONDED. 2. CONSTRUCTION: FIVE OR SEVEN PLIES, BONDED. TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH Z HEALTH SERVICES-STANDARD PRACTICE FOR THE MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT Lo < rn 1.5 PRIMING/FINISHING 1.5 PRIMING/FINISHING TESTING OF VOLATILE ORGANIC EMISSIONS FROM INHIBITS FUNGUS, MOLD, MILDEW,AND GRAM-POSITIVE AND N �: 3: 00 A. SHOP PRIMING: A. SHOP PRIMING: 1. DOORS FOR OPAQUE FINISH: ONE COAT OF WOOD PRIMER. 1. DOORS FOR OPAQUE FINISH: ONE COAT OF WOOD PRIMER. VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL GRAM-NEGATIVE BACTERIAAND SHOWING NO MOLD, MILDEW, OR o �/� !^ �. CHAMBERS", INCLUDING 2004 ADDENDA OR A BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 '0 V) V) F- 2. DOORS FOR TRANSPARENT FINISH: STAIN AND FIRST COAT OF 2. DOORS FOR TRANSPARENT FINISH: STAIN AND FIRST COAT OF JURISDICTIONALLY RECOGNIZED STANDARD USING AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. L FINISH. FINISH. EQUIVALENT TESTING METHODOLOGIES AND VOC D. ACOUSTICAL CEILING PANELS PERFORATED: B. FACTORY FINISHING: ALL DOORS. B. FACTORY FINISHING: ALL DOORS. THRESHOLDS. 1. CLASSIFICATION: TYPE Ill, MINERAL BASE WITH PAINTED FINISH; CL END OF SECTION 081416 END OF SECTION 081416 b. CORE: 5/8 INCH(15.9 MM),TYPE X. FORM 2,WATER FELTED; PATTERN CE(PERFORATED,SMALL Store#: 24162 C. MOLD RESISTANCE: ASTM D 3273,SCORE OF 10 AS RATED HOLES AND LIGHTLY TEXTURED). N ACCORDING TO ASTM D 3274. 2. COLOR:AS INDICATED ON DRAWINGS. Project#' 14-107 Q 2. CEMENTITIOUS BACKER UNITS: ANSI A118.9 AND 3. THICKNESS: 3/4 INCH(15 MM). Y ASTM C 1288 OR 1325,WITH MANUFACTURER'S STANDARD EDGES. 4. MODULAR SIZE: 24 BY 48 INCHES(610 BY 1220 MM). Concept: NCS N a. THICKNESS: 1/4 INCH(6.4 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE Palette: o, b. MOLD RESISTANCE: ASTM D 3273,SCORE OF 10 AS RATED TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH ACCORDING TO ASTM D 3274. MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT Issue Date: 10/29/14 Qom,. C. TRIM ACCESSORIES: INHIBITS FUNGUS, MOLD, MILDEW,AND GRAM-POSITIVE AND a. INTERIOR: CORNERBEAD. GRAM-NEGATIVE BACTERIAAND SHOWING NO MOLD, MILDEW,OR Design Manager: Ashley Blanton END OF SECTION 092900 BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. LEEDR�AP: Renee Strand E. METAL SUSPENSION SYSTEMS: Production Designer: Catharine Ten Broeck 1. WIDE-FACE,CAPPED, DOUBLE-WEB STEEL: INTERMEDIATE DUTY. L F. METAL EDGE MOLDINGS AND TRIM: ROLL-FORMED SHEET METAL. Checked by: Renee Strand 1.5 INSTALLATION A. INSTALLATION: ASTM C 636. 1.6 FIELD QUALITY CONTROL Sheet Title: a A. TESTING: BY ACOUSTICAL PANEL RCEILIING HANGER FASTENERS.CTOR-ENGAGED AGENCY TO TEST DESIGN ce END OF SECTION 095113 SPECIFICATIONS oc Scale: 1/4"= 1'-0" c� d C Sheet Number: 6 G-0012 FINISHES (CONTINUED) FINISHES (CONTINUED) SECTION 096516-RESILIENT SHEET FLOORING SECTION 09930-WOOD STAINS AND TRANSPARENT FINISHES 1.1 PRODUCTS 1.1 SUMMARY A. FLOORING SYSTEM: FLOORSCORE COMPLIANCE. A. SURFACE PREPARATION AND APPLICATION OF WOOD FINISHES ON B. VINYL SHEET FLOORING: [EXTERIOR] [AND][INTERIOR]SUBSTRATES. 1. BACKING: NONE,UNBACKED[NONFOAMED PLASTIC][FOAMED 1.2 SUBMITTALS PLASTIC]. A. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF FINISH SYSTEM AND IN 2. SEAMLESS-INSTALLATION METHOD: HEAT WELDED. EACH COLOR AND GLOSS OF FINISH INDICATED. C. RUBBER SHEET FLOORING; 1.3 QUALITY ASSURANCE 1. BACKING: NONE, UNBACKED. A. QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST'AND"MPI 2. SEAMLESS-INSTALLATION METHOD: HEAT WELDED. ARCHITECTURAL PAINTING SPECIFICATION MANUAL." D. INSTALLATION MATERIALS: 1.4 GENERAL E. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, A. CHEMICAL COMPONENTS OF FIELD-APPLIED INTERIOR PAINTS AND COATINGS: PORTLAND CEMENT BASED OR BLENDED HYDRAULIC-CEMENT-BASED 1. VOC LIMITS: TM FORMULATION PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING a. CLEAR WOOD FINISHES,VARNISHES: VOC NOT MORE THANMANUFACTURER FOR 350 G/L. F. ADHESIVES: WATER RES STANTI TYPE N EICOMMENDED BY FLOORING AND b. SHELLACS, CLEAR: VOC NOT MORE THAN 730 G/L. STARBUCKS COFFEE ADHESIVE MANUFACTURERS TO SUIT RESILIENT SHEET FLOORING AND C. STAINS: VOC NOT MORE THAN 250 G/L. COMPANY SUBSTRATE CONDITIONS INDICATED. d. PRIMERS, SEALERS,AND UNDERCOATERS: 200 G/L. 1. VINYL SHEET ADHESIVES SHALL HAVE AVOC CONTENT OF 50 G/L e. FIRE RETARDANT COATINGS,CLEAR: 650 G/L. 2401 UTAH AVENUE SOUTH OR LESS. f. FIRE RETARDANT COATINGS, PIGMENTED: 350 G/L. 2. RUBBER SHEET ADHESIVES SHALL HAVE A VOC CONTENT OF 60 G/L 1.5 EXTERIOR WOOD-FINISH-SYSTEM SCHEDULE SEATTLE, WASHINGTON 98134 OR LESS. A. SOLID-COLOR LATEX STAIN SYSTEM: MPI EXT 6.3K (206) 318-1575 G. INTEGRAL-FLASH-COVE-BASE ACCESSORIES: 1. PRIME COAT: PRIMER, LATEX FOR EXTERIOR WOOD. 1. COVE STRIP: 1 INCH (25 MM) RADIUS PROVIDED OR APPROVED BY 2. INTERMEDIATE COAT: STAIN, EXTERIOR,WATER BASED, SOLID HIDE, RESILIENT SHEET FLOORING MANUFACTURER. MATCHING TOPCOAT. THESE DRAWINGS AND SPECIFICATIONS 2. CAP STRIP: TAPERED VINYL CAP PROVIDED OR APPROVED BY 3. TOPCOAT: STAIN, EXTERIOR,WATER BASED, SOLID HIDE. ARE CONFIDENTIAL AND SHALL REMAIN THE RESILIENT SHEET FLOORING MANUFACTURER. B. SEMITRANSPARENT STAIN SYSTEM: MPI EXT 6.31). SOLE PROPERTY OF STARBUCKS 3. FLOOR POLISH: PROVIDE PROTECTIVE, LIQUID FLOOR-POLISH 1. TWO STAIN COATS: EXTERIOR SEMITRANSPARENT LATEX STAIN. CORPORATION. THEY SHALL NOT BE PRODUCTS RECOMMENDED BY RESILIENT SHEET FLOORING 1.6 INTERIOR WOOD-FINISH-SYSTEM SCHEDULE REPRODUCED(IN WHOLE OR IN PART), MANUFACTURER. A. SEMITRANSPARENT STAIN SYSTEM: SHARED WITH THIRD PARTIES OR USED IN END OF SECTION 096516 1. PRIME COAT: STAIN, SEMI-TRANSPARENT, MATCHING TOPCOAT. ANY MANNER ON OTHER PROJECTS OR 2. TOPCOAT: STAIN,SEMI-TRANSPARENT, FOR INTERIOR WOOD. EXTENSIONS TO THIS PROJECT WITHOUT B. WATER-BASED VARNISH SYSTEM: THE PRIOR WRITTEN CONSENT OF a. PRIME COAT: WATER-BASED VARNISH MATCHING TOPCOAT. STARBUCKS CORPORATION. THESE b. INTERMEDIATE COAT: WATER-BASED VARNISH MATCHING TOPCOAT. _ DRAWINGS AND SPECIFICATIONS ARE C. TOPCOAT: VARNISH,WATER BASED,CLEAR. INTENDED TO EXPRESS DESIGN INTENT SECTION 097200-WALL COVERINGS C. WATER-BASED FIRE RETARDANT SYSTEM: FOR A PROTOTYPICAL STARBUCKS STORE 1.1 SUMMARY a. TOPCOAT: FIRE RETARDANT COATING,CLEAR. (WHICH IS SUBJECT TO CHANGE AT A. VINYL AND WOVEN GLASS-FIBER WALL COVERING. 1. CLASS A FLAME SPREAD AND SMOKE-DEVELOPED INDEX PER ANYTIME)AND DO NOT REFLECT ACTUAL 1.2 MATERIALS ASTM E 84. SITE CONDITIONS, NEITHER PARTY SHALL A. ADHESIVE: MILDEW-RESISTANT, NONSTAINING, STRIPPABLE ADHESIVE, FOR END OF SECTION 09930 HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT AS STATED ABOVE) USE WITH SPECIFIC WALL COVERING AND SUBSTRATE APPLICATION,AS UNTIL A WRITTEN AGREEMENT IS FULLY RECOMMENDED IN WRITING BY WALL-COVERING MANUFACTURER,AND WITH EXECUTED BY BOTH PARTIES. A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59,SUBPART D(EPA METHOD 24). 1.3 INSTALLATION A. INSTALL STRIPS IN SAME ORDER AS CUT FROM ROLL. «<.><--<...::_.::::.>>>_«>>>__><;;:;:;: END OF SECTION 097200 M SECTION 099123-INTERIOR PAINTING 1.1 SUMMARY A. SURFACE PREPARATION AND THE APPLICATION OF PAINT SYSTEMS ON INTERIOR SUBSTRATES. €"` '''' 1.2 SUBMITTALS A. SAMPLES FOR VERIFICATION: 1. FOR EACH NON-STANDARD LATEX TOPCOAT COLOR AND GLOSS = INDICATED. 2. FOR EACH TYPE OF NON-STANDARD PAINT SYSTEM AND IN EACH COLOR AND GLOSS OF TOPCOAT INDICATED. 1.3 QUALITY ASSURANCE A. QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST'AND"MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL." B. MOCKUPS FOR EACH COLOR AND FINISH. 1.4 GENERAL Nt• t t.3� A. VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES HAVING JURISDICTION[AND, FOR INTERIOR PAINTS AND COATINGS APPLIED AT PROJECT SITE,THE FOLLOWING VOC LIMITS, ` ] t{ �:; � ;t EXCLUSIVE OF COLORANTS ADDED TO A TINT BASE,WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D(EPA METHOD 24)]. ' ;r 1. FLAT PAINTS AND COATINGS: 50 G/L. 2. NO FLA PAINTS AND COATINGS: 150 G/L � '� - � 3. DRY-FOG COATINGS: 400 G/L. 0 4. PRIMERS, SEALERS,AND UNDERCOATERS: 200 G/L. Revision Schedule m 5. ANTICORROSIVE AND ANTIRUST PAINTS APPLIED TO FERROUS Ql METALS:250 G/L. Rev Date By Description z 6. ZINC-RICH INDUSTRIAL MAINTENANCE PRIMERS: 340 G/L. 7. PRETREATMENT WASH PRIMERS: 420 G/L. Z• 8. FLOOR COATINGS: 100 G/L. CE 9. SHELLACS, CLEAR: 730 G/L. s 10. SHELLACS, PIGMENTED: 550 G/L. U 1.5 INTERIOR PAINTING SCHEDULE °z A. STEEL SUBSTRATES: L 1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: a. PRIME COAT: PRIMER, RUST-INHIBITIVE,WATER BASED. C b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR 06 a LATEX(GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). a B. GALVANIZED-METAL SUBSTRATES: L 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: W W k /a. PRIME COAT: PRIMER, GALVANIZED,WATER BASED. 0. z E b. TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW cr cr ODORNOC,(GLOSS LEVEL AS INDICATED IN PAINT co SCHEDULE). co I- C. WOOD SUBSTRATES: �'- CN C 1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: z ,... Q d a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. < 0) b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR W LATEX(GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). D. GYPSUM BOARD SUBSTRATES: O LOW-ODOR/VOC1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: s a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. r� �} 0 V, b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR Z (DV 1 w oZ LATEX(GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). L+ E. HIGH-IMPACT GYPSUM BOARD SUBSTRATES: o � 00r 1. HIGH-PERFORMANCE ARCHITECTURAL LATEX SYSTEM: s a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. a a b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR E LATEX(GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). Q F. PLASTER SUBSTRATES: C 1. INSTITUTIONAL LOW ODORNOC LATEX SYSTEM: Store#: 24162 a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. Is b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR Project#: 14-107 a LATEX(GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). C G. ACOUSTICAL CEILING TILE: Concept: NCS L 1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: Q a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. Palette: b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX(GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). Issue Date: 10/29114 END OF SECTION 099123 Design Manager. Ashley Blanton t LEED®AP: Renee Strand a _v: Production Designer: Catharine Ten Broeck C.: Checked by: Renee Strand Sheet Title: c a DESIGN SPECIFICATIONS 6C Scale: 1/4"=T-0" cl d CIS T Sheet Number: Cr C ' G-0013 T ARCHITECTURAL SHEET NOTES SITE PLAN NOTES 1. UPDATE FACES OF EXISTING PYLON UNDER A. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGE SEPERATE SIGNAGE PERMIT. LOCATION AND DESIGN 1D. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. 2. NEW DRIVE-THRU DIRECTION SIGNAGE UNDER SEPERATE SIGNAGE PERMIT.SEE DETAILS 5&6/(A-5001 B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND FOR ADDITIONAL INFORMATION. LEED REQUIREMENTS. 3. NEW DRIVE-THRU CLEARANCE BAR.SEE DETAIL8/AA- C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION 5001 FOR ADDITIONAL INFORMATION. LOOP,WIRELESS COMMUNICATION,AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. 4. NEW PRE-MENU ADDITIONAL INFORMATION. REQUIREMENTS.SEE DETAIL 3/IA-5001 FOR REQURTTO RICALSPECIFICATIONSFORELECTRICAL STARBUCKS COFFEE 5. NEW DIGITAL ORDER SCREEN AND CANOPY.SEE D. LANDLORD IS RESPONSIBLE FOR PROVIDING SITE WORK, COMPANY DETAIL 9/1A-5001 FOR ADDITIONAL INFORMATION. INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FOR 2401 UTAH AVENUE SOUTH DRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKS 6. NEW 5-PANEL MENU BOARD.SEE DETAIL 111A-5001 CONSTRUCTION MANAGER. SEATTLE, WASHINGTON 98134 FOR ADDITIONAL INFORMATION. (206) 318-1575 E.ALL PARKING AND DRIVE-THRU STRIPING TO BE PROVIDED 7. NEW DRIVE-THRU ARRORS OR STAR GRAPHIC.SEE BY LANDLORD. DETAILS 4&10/IA-5001 FOR ADDITIONAL INFORMATION. THESE DRAWINGS AND SPECIFICATIONS F.TRASH ENCLOSURE TO BE LOCKABLE USING STEEL GATES ARE CONFIDENTIAL AND SHALL REMAIN THE 8. TRASH ENCLOSURE PROVIDED BY LANDLORD. OR CHAIN TO BE PROVIDED BY LANDLORD. SOLE PROPERTY OF STARBUCKS A-2001 CORPORATION. THEY SHALL NOT BE 9. NEW EXTERIOR FURNITURE AND UMBRELLAS.SEE G. LANDLORD TO PROVIDE 6"(150MM)THICK CONCRETE REPRODUCED(IN WHOLE OR IN PART), F 4 FF&E PLAN 1-1105 FOR ADDITIONAL INFORMATION. PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO SHARED WITH THIRD PARTIES OR USED IN INCLUDE DRIVE-THRU WINDOW STANDING PAD. ANY MANNER ON OTHER PROJECTS OR 10. EXISTING BUILDING ENTRANCE. EXTENSIONS TO THIS PROJECT WITHOUT H. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO THE PRIOR WRITTEN CONSENT OF 11. EXISTING ADA PARKING. ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE 12.(N)RAILING AT PATIO,SEE DETAIL 21A-5001 FOR INTENDED TO EXPRESS DESIGN INTENT 1 DETAILS. 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 AS STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. IK L i C (k , -5001 C1 5 < F \ / • Revision Schedule - -5001 `�� \ /// Q `- _ _..... Rev Date By Description Z / / \� // S 14095 12 30'- 111/2" S 14116 y ,� zS 14163 -C S 14093 ' v / 11 '-J, // 2 4 1 S 14091 -5001 A-2001 o S 14107 10 -5001 Q 1 0115 N �' C -5001 ` // /� (D W W x 2 -8 � zz EES 14120 I C') V. DQJ c . 4 E f Z >_ 0 �- d I , w — S 14107 1 _C 1 I 1 S 14101 O s I I 4 U I I -5002 7 z V U) [� L J/ 6 D 0 — S 14106 ``--' j � __.__ V J V J a CL �1 F_ C I Store#: 24162 Q Project#: 14-107 C S 14324 S 14323 Concept: NCS IL c Palette: s Issue Date: 10/29/14 C �`.�- a ............... __ - � - --- - Design Manager: Ashley Blanton L O , LEED®AP: Renee Strand u - S 14104 Production Designer: Catharine Ten Broeck L 7 3'-6" Checked by: Renee Strand -5001 Sheet Title: a SITE PLAN ARCHITECTURAL SITE aN PLAN `•� Scale: 1"= 10'-0" C*' 0 500 1000 Scale: As indicated c� d Scale:1"=10'-0" C Sheet Number: 6 C A-1001 SHEET NOTES EXTERIOR ELEVATION NOTES 1.NEW WHITE WORDMARK SIGN UNDER SEPERATE A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE --- SIGNAGE PERMIT.CENTER SIGN ON BUILDING RIDGE. SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS ------- CE 2. NEW DRIVE-THRU DIRECTIONAL SIGN UNDER AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. S 13163 3 SEPERATE SIGNAGE PERMIT. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE S 11394 1 GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR 5'-1 1/2" 3. NEW LOGO DISK SIGN UNDER SEPERATE SIGNAGE CONTACT INFORMATION. PERMIT. --- S 14102 2 B. GENERAL CONTRACTOR SHALL COORDINATE WITH - T 4. PROVIDE 3"(75MM)HIGH BLACK ACRYLIC STORE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ------- -- ; ? ADDRESS ON GLAZING. ELECTRICAL CONNECTIONS,IAND BREAKER RCUITS IAT PANEL BOARD NG ALL CONDUIT,WIRE' STARBUCKS COFFEE NECESSARY TO SERVE SIGNAGE. B _ _ _ C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED COMPANY ? B �� WOOD STUD BLOCKING,OR EQUIVALENT TO SUPPORT 2401 UTAH AVENUE SOUTH . --- ____. � - - -� _..�.... �. �•- •-.� •-.- ,• � SIGNAGE. SEATTLE, WASHINGTON 98134 - �---� (206} 318-1575 ?. D.SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP THESE DRAWINGS AND SPECIFICATIONS ?: DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS ARE CONFIDENTIAL AND SHALL REMAIN THE DESIGNER FOR APPROVAL. SOLE PROPERTY OF STARBUCKS CORPORATION. THEY SHALL NOT 8E ?. 1 E.SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN REPRODUCED(IN WHOLE OR IN PART), COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND SHARED WITH THIRD PARTIES OR USED IN - - LANDLORD APPROVAL. ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT F.SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO THE PRIOR WRITTEN CONSENT OF STARBUCKS CONSTRUCTION MANAGER AND TO THE STARBUCKS CORPORATION. THESE I GENERAL CONTRACTOR AS NEEDED. GENERAL DRAWINGS AND SPECIFICATIONS ARE ? CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION INTENDED TO EXPRESS DESIGN INTENT MANAGER IMMEDIATELY IF SHOP DRAWINGS OR FOR A PROTOTYPICAL STARBUCKS STORE INSTALLATION IS IN DISCREPANCY WITH STARBUCKS (WHICH IS SUBJECT TO CHANGE AT 'L L ARCHITECTURAL DRAWINGS. ANYTIME)AND DO NOT REFLECT ACTUAL HALL (�)BUILDING ELEVATION - SOUTH sITEGAN OBLIGATION IONN RPARTYSYTO G.GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR HAVE ANY OBLIGATION NOR LIABILITY TO EXISTING EXTERIOR AS REQUIRED. THE OTHER(EXCEPT AS STATED ABOVE) 1 scale: 1/4"=V-0" UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. :. .EQ EQ S 13163 t ^rk ;n t€, :y ZV14 ZD CIA OR4 Revision Schedule G — ----- i j ---- € Rev Date By Description L — — ? 06 i i ? ' i s BUILDING ELEVATION - EAST BUILDING ELEVATION - WEST (D w w � G state: 1/4"=V-0" `�.v-./ scale: 1/4"= 1'-0" z Z D � � r Z �- a i w C0 C D W p -C °' _ z � {l� w L ! 4) w V s � U) U) a F— a a a _ - L i ----- ----- -- Store#: 24162 U �-- -�""- Project#: 14-107 ? Concept: NGS a c C Palette: Issue Date: 10/29/14 U Design Manager: Ashley Blanton LEED®AP: Renee Strand 0 '_. Production Designer: Catharine Ten Broeck 1 ' Checked by: Renee Strand ? _ I 1 i Sheet Title: a ___------ ----- ---- - EXTERIOR LO - - --A- ----- ---_ - ELEVATIONS a N Scale: 1/4'= 1'-0" N BUILDING ELEVATION - NORTH N 4 scale: 1/4"= 1'-0" Sheet Number: M N O A-2001 I 4'-0" Ile 2'-3" 2'-3" MAXIMUM 2"X1'" NOTE: 1 (50MMX75MM) PROVIDE STAINLESS STEEL TUBE STEEL OR GALVANIZED NAILS, I I TOP RAIL I SCREWS AND PLATES. N° 2"M" I ALL CONNECTIONS ARE WELDED I I (50MMX50MM) I EXCEPT BASE ATTACHMENT. ALL iv TUBE STEEL WELDS TO BE CONTINUOUS AND o — VERTICALS GROUND SMOOTH. ANY GAPS TO BE FILLED. z (D SIGN WITH BASE SIGN WITH BASE AND PLATE ( AND PLATE COVER COVER(BY I MEAL FINISH: PAINT,SW699, (BY STARBUCKS) BLACK MAGIC o 02011 STARBUCKS COFFEE COMPANY STARBUCKS) CD — — — — — C14 ` (50MMX40MM} STARBUCKS COFFEE 1 e- TUBE STEEL - FINISH I BOTTOM RAIL FINISH 1w m 0COMPANY —~� GRADE _ � GRADE 2401 UTAH AVENUE SOUTH BASE N I I CONCRETE __------ ATTACHMENT I f CONCRETE SEATTLE, WASHINGTON 98134 I I FOOTING, SEE i I FOOTING, BY (206) 318-1575 STRUCTURAL _ _ I OTHERS THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE DTE - MENU 5 PANEL FREESTANDING �1� TAL RAIL DTE - PRE-MENU FREESTANDING DTE - WAYFINDING GRAPHIC ARROW - EXIT PROPERTYIS HEOWNRBUCKS THE IGHTI *� WHICH IS THE OWNER OF THE COPYRIGHT IN 1 ,- Z ,_ , , `�'� „ r THIS WORK. THEY SHALL NOT BE REPRODUCED scare: 1/2' -1-0 /2"=1'-0 Scale: 1/2' =1-0' scare: 1/2 =1'-0" L (IN WHOLE OR IN PART),SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER BACKSIDE ELEVATION CUSTOMER ELEVATION 1'-6" 1'-6" PROJECTS OR EXTENSIONS TO THIS PROJECT le 0 WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS 2'-1 1/4" 2'-7" AND SPECIFICATIONS ARE INTENDED TO — - 0PROTOTYPICAL EXPRESS DESIGN INTENT FOR A STARBUCKS STORE(WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT �RME ONLY r REFLECT PARTY SHALL HAVE CONDITIONS. HAVE ANOBLIGATION NOR NEITHER n WHO Dz � LIABILITY TO THE OTHER(EXCEPT STATED � � 0 SIGN WITH BASE SIGN WITH BASE I �r ABOVE)UNTIL A WRITTEN AGREEMENT IS FULLY AND PLATE COVER o AND PLATE COVER I EXECUTED BY BOTH PARTIES. (BY STARBUCKS) (BY STARBUCKS) I 1 � ARCHITECT OF RECORD THIS DRAWING IS A DESIGN DEVELOPMENT FINISH GRADE FINISH GRADE - I 0 DOCUMENT. SITE SPECIFIC MODIFICATIONS MADE UNDER THE RESPONSIBLE CHARGE OF THE ARCHITECT AND/OR ENGINEER-OF- CONCRETE CONCRETE FOOTING, I 81-W cLEQ � ! � RECORD WILL BE REQUIRED PRIOR TO USING FOOTING, BY BY OTHERS �r W THIS DOCUMENT FOR BIDDING, PERMITTING, "cv I OTHERS I ( N I I I OR CONSTRUCTION. I i I I r I I OPTIONAL I I I I I I I SEAM STARBUCKS TEMPLATE VERSION 2014.04.07-I 5 DTE - DIRECTIONAL SIGN DTE ' DIRECTIONAL SIGN WITH LOGO DTE _ Z Revision Schedule WAYFINDING GRAPHIC ARROW I scale: 112 1'-0" scale: 1/2" 1'-0" 7 z Rev ©ate By Description 2 I _. 11'_0" L. Z OW z Z Q v I PLATE COVER(BY STARBUCKS) J zO - J I FINISH GRADE MCONCRETE FOOTING, BY cn DIGITAL ORDER (JJ 06 SCREEN WITHDIGITAL ORDER I I OTHERS 'h 2D CANOPY(BY SCREEN WITH : STARBUCKS) CONCRETE CANOPY(BY O I I ' c CURB STARBUCKS) ' I s N L EXPOSED CONCRETE FINISHED DTE - CLEARANCE BAR FOOTING, BY OTHERS DRIVE EXPOSED CONCRETE O� GRADE FOOTING scale: 1/2"= 1'-0" m Cni FINISH GRADE W O iv ® CURB uj z M T cy) �t 3'-6,. CV J I I I i I 1 I I CONCRETE FOOTING, 3" 3'-0" 3" c z � (~ I I I I I I I I SEE STRUCTURAL - ^ W in Q I I I I I I DRAWINGS c' ( ) Lu ! ' ' LuU) I ( I IOIIIIIIIII-OII VVV LLI �� I I f!] -! 06 -� z Q o P' LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION Wi (Du) U U -, \ w w Lc) < m `° OO 00 (.9 F- 0. ui I I C STORE #: 24162 PROJECT#: 14-107 L to L CONCEPT: NCS PALETTE: t a I ISSUE DATE: 10/29/14 4 I I DESIGN MANAGER: Ashley Blanton Cf cn I I W LEED®AP: Renee Strand PRODUCTION DESIGNER: Catharine Ten Broeck CHECKED BY: Renee Strand e a SHEET TITLE: CN Lc. i I SITE DETAILS CN - - - - - - _ � d PLAN SCALE: 1/2"=1'-0" TDTE - WAYFINDING GRAPHIC n SHEET NUMBER: CF (:o)jD TE - DIGITAL ORDER SCREEN WITH CANOPY ws-ie: TAR PATTERN - VERTICAL Scare: 12""_ ,'-0" vz"'_,'-o" A-5001 - Id'lis CL 2'-6' 4'-0 1/4.. � T-3 1/4" � 20° 16'-4 3/4" MIN.CLR.AREA I (2)CONDUIT,ROUTE TO DRIVE THRU WINDOW I I 1 (1)CONDUIT,ROUTE TO ELECTRICAL PANEL (1)CONDUIT,ROUTE BACK TO ELECTRICAL PANEL ______________ ___________________ I I I I — CONCRETE FOOTING TIM / ( OUTLINE OF MENU BOARD W I M STARBUCKS COFFEE rn COMPANY I Z _ _ 0:1i �° f 2401 UTAH AVENUE SOUTH r SEATTLE, WASHINGTON 98134 ___--___L_�� _ =`_- (1)CONDUIT ROUTE BACK N TO ELECTRICAL PANEL (206) 318-1575 t� I T I r ,� THESE DRAWINGS AND SPECIFICATIONS I ~ter OUTLINE OF MENU BOARD ARE CONFIDENTIAL AND SHALL REMAIN THE �¢ /Qe L SOLE PROPERTY OF STARBUCKS - y ° CORPORATION. THEY SHALL NOT BE CONCRETE FOOTING(2) o U Q °j 1 REPRODUCED(IN WHOLE OR IN PART), `a Q: `V SHARED WITH THIRD PARTIES OR USED IN OUTLINE OF DIGITAL ORDER SCREEN NOTES: "v � / ANY MANNER ON OTHER PROJECTS OR I EDGE OF CONCRETE CURB 1. IF UTILIZING EXISTING FOOTING(S)FOR z o I EXTENSIONS TO THIS PROJECT WITHOUT SIGNAGE INSTALLATION, FASTEN TO I CONCRETE FOOTING SEE THE PRIOR WRITTEN CONSENT OF CONDUIT EXISTING THREADED BOLTS AND PROVIDE FINISH GRADE STARBUCKS CORPORATION. THESE _ _ I CONDUIT AS NOTED. ENSURE BOLTS ARE IN I ADDITIONAL DETAILS FOR DRAWINGS AND SPECIFICATIONS ARE DETECTOR LOOP CENTERED ON DIGITAL ORDER SCREEN SOUND CONDITION. CONSTRUCTION INTENDED TO EXPRESS DESIGN INTENT 2"(50MM)BELOW FINAL GRADE IN CONDUIT OR SAWCUT. I iv I I FOR A PROTOTYPICAL STARBUCKS STORE 2. IF ABANDONING EXISTING FOOTING(S) IN I I I i CONCRETE FOOTING, (WHICH IS SUBJECT TO CHANGE AT NON-ILLUMINATED BOLLARD PLACE,CUT CONDUIT AND THREADED EDGE OF CONCRETE CURB I I I I ANYTIME)AND DO NOT REFLECT ACTUAL CANOPY ABOVE BOLTS FLUSH TO TOP OF FOOTING. I 20'-0" 6M TO CENTERLINE OF ( DRAWINGS SEE STRUCTURAL I I ( I SITE CONDITIONS. NEITHER PARTY SHALL ( } I ( HAVE ANY OBLIGATION NOR LIABILITY TO — _ _ _ — ORDER PONT I I ( I THE OTHER(EXCEPT AS STATED ABOVE) I l I I UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. 4 DTE - 5 PANEL 200 DT MENU BOARD, DIGITAL ORDER SCREEN WITH CANOPY 2 DTE - PRE-MENU 30 DEG 3 DTE - NON-ILLUMINATED BOLLARD scale: 1/2"= 1'-0" scale: 3/4"=1'- " 0 ."" a V-6" V-6" N _ 4c;v 11 ° OPTIONAL I r SEAM - 03 DTE - WAYFINDING GRAPHIC ARROW - SINGLE ° scale: 1/2"=1'-0" " — cc Revision Schedule Q f Rev Date By Description z z a s V. oL C wx C W a a L � CLI W Ex wzz T < J co C 'J }- N d T �- o W Q TQ (f) O CEW_C = V. � C� va � � cv oZZ Q a U) U) rn H C Store#: 24162 Ix C/ Project#: 14-107 c Concept: NCS a C Palette: s c Issue Date: 10/29/14 Q Design Manager: Ashley Blanton L LEED®AP: Renee Strand Q U Production Designer: Catharine Ten Broeck �- Checked by: Renee Strand Sheet Title: c a SITE DETAILS O CIN Scale: As indicated n d T C R Q Sheet Number: CN C T A-5002 SHEET NOTES FLOOR PLAN NOTES WALL BLOCKING KEY -- 1.ALIGN FINISHED FACE OF WALL TO EXISTING FINISH A.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS DOOR SCHEDULE-"D" TO BE TAKEN FROM DESIGNATED DATUM POINT. SYMBOL ITEM WEIGHT HEIGHT AFF APPROX.WIDTH DESIGN ID COUNT DESCRIPTION RESP. TYPE HARDWARE COMMENTS B. IF EXISTING EXTERIOR ENTRANCE THRESHOLD EXCEEDS DOOR REQUIRED AMERICAN'S WITH DISABILITY ACT(ADA)MAXIMUM WORKROOM HAND SINK 125 LBS 3'-0"TO 3'-4" 2'-6"BEHIND SINK 10190 2 DOOR-SINGLE FLUSH-361N GC E C FINISH:WD001 HEIGHT OF 1/2"(10MM), REMOVE AND REPLACE WITH ACCESSIBLE THRESHOLD, RAISED THRESHOLDS AND FLOOR TM LEVEL CHANGES AT ACCESSIBLE DOORWAYS TO BE BEVELED TB SHELVES ABOVE 3-COMP SINK 200 LBS 5'-8"TO 6'-0" 8'-0"CENTERED ABOVE 3-COMP SINK WITH A SLOPE NO GREATER THAN 1:12. C 7'-0"CENTERED ABOVE DOOR HARDWARE SCHEDULE C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STARBUCKS COFFEE SHELVES AND DATA RACK 300 LBS 1/2"ACX PLYWOOD MANAGER'S DESK Qty. Item Description MFR Finish AT MANAGERS DESK STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL COMPANY ' AND DATA RACK ATTACHMENT AND/OR SIGNAGE. HARDWARE GROUP C-DOOR TYPE E-NEW 36"X84"S.C.WOOD DOOR-RESTROOMS 2401 UTAH AVENUE SOUTH (D RESTROOM GRAB BARS 200 LBS 2'-6"TO 3'-0" 5'-0"AROUND WC 3 BUTTS STAFBB179 DOOR HINGES 4.5 X 4.5 STANLEY D.ALL DOORS TO PROVIDE 3'-6"(900MM)MINIMUM CLEAR SEATTLE, WASHINGTON 98134 1 LOCKSET PB5425LN-693-497-1 3/4 PRIVACY LOCKSET W1 SHALLOW COIN TURN YALE 626 OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESSOTHERWISE NOTED. (206) 318-1575 RESTROOM HAND SINK 200 LBS T-0"TO 3'-4" 2'-6" BEHIND SINK 1 CLOSER 8916 AF89P AL DOOR CLOSER DORMA BLOCKING SPECIFICATION FOR FRENCH CLEAT MOUNTING SYSTEM 1 KICKPLATE ROCJ102 10X32 ROCKWOOD E.VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES THESE DRAWINGS AND SPECIFICATIONS UPPER STORAGE(CUBBY)F 1 STOP ROC473 DOOR STOP W/HOOK ROCKWOOD MEET STARBUCKS AND/OR CODE REQUIREMENTS. ARE CONFIDENTIAL AND SHALL REMAIN THE TO BE DETERMINED BY G.C. BASED ON INFORMATION PROVIDED ON CABINETS AT BACKBAR STARBUCKS'AEC WEBSITE. 3 SILENCERS GJ46 RUBBER SILENCER GLENN JOHNSON SOLE PROPERTY OF STARBUCKS 1 COAT HOOK PA00271 COAT HOOK (RESTROOM DOORS ONLY} CONFALONIER SILVER F. INSTALL 1/4"(6MM)GREEN BOARD ON BACKBAR WALL PER CORPORATION. THEY SHALL NOT BE DRIVE THRU COMMUNICATIONS 100 LBS 4'-0"TO 6'-6" 4'-0"BEHIND POS AND BARISTA SPECIFICATION. REPRODUCED(IN WHOLE OR IN PART), 1 I EQUIPMENT AT DT WINDOW SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR nH DIAPER CHANGING TABLE 250 LBS 3'-4"TO 3'-11" Z-10"BEHIND TABLE DOOR TYPE LEGEND V1/ALL TYPE LEGEND EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE J MERCH BAYS{STORAGE CABINETS} 300 LBS 5'-8"TO 6'-0" FULL WIDTH OF WALL DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT nK MOP SINK&WATER FILTER SYSTEM1�J EXISTING WALL FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT I ANYTIME)AND DO NOT REFLECT ACTUAL COMMUNITY BOARD / SITE CONDITIONS. NEITHER PARTY SHALL �2 NEW PARTITION WALL TO STRUCTURE HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT AS STATED ABOVE) 20 GA 3-5/8"(86 MM) METAL STUDS 16"(406MM) UNTIL A WRITTEN AGREEMENT IS FULLY O.C.WITH 5/8"(16 MM)TYPE"X"GWB ON BOTH EXECUTED BY BOTH PARTIES. \ SIDES TO STRUCTURE ABOVE. DRYWALL 13'-4 1/2" 5'-4 3/4" 8'-8" \ SCREWS @ 12"(305 MM)O.C. NEW PLUMBING WALL TO STRUCTURE TYPE E4= i 20 GA 6 (152 MM) METAL STUDS 16"(406 MM)O.C. WITH 5/8"(16 MM) MOISTURE RESISTANT GYPSUM 1 (� g I 8 f i BOARD ON BOTH SIDES TO STRUCTURE ABOVE. �==� 13 ? SECURE MOISTURE RESISTANT GYPSUM BOARD TO iv 6 RESTROOM I STUDS WITH DRYWALL SCREWS AT 10"(254 MM) O.C.AT PANEL EDGES AND WORKROOM i I 1 INTERMEDIATE SUPPORTS.12"(305 MM)O.C.ATLA CID N Din nr wztE r: : +4 EXISTING WALL 15'-9 1/2" 7'-8" 6'-2 1/4"00, 10 10190 1 1102 O NEW FURRED PLUMBING WALL TO 6"(152MM) TYPE E 1 ABOVE CEILING N 1 1 ALIGN 6 (E) 1 20 GA 6"(152 MM)METAL STUDS 16"(406 MM)O.C. 10 9 WITH 5/8"(16 MM) MOISTURE RESISTANT GYPSUM zt RESTROOM BOARD TO CEILING. SECURE MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH DRYWALL �T. �� 10'_5" _ VESTIBULE SCREWS AT 10"(254 MM)O.C.AT PANEL EDGES ' 00, L6 `I' I 10190 ( 1 AND 12"(305 MM)O.C.AT INTERMEDIATE V.I.F. cn g SUPPORTS. 45 DEGREE METAL STUD 10 v ns�r� .�3 g H TYPE E r*R - . REINFORCEMENT @ 48"(1219 MM)O.C.ABOVE �" _ t CEILING LINE TO STRUCTURE ABOVE. �- CN - -- -- ---'--- - - a low -: (J)6 i� 2 �:/ NEW PARTITION WALL TO STRUCTURE (MOISTURE RESISTANT GYPSUM BOARD RESTROOM Revision Schedule d -0 1/4" 9'-2 1/2" 2'-6" 2'-6" SIDE ONLY) 7' , 1 Rev Date By Description Z 20 GA 3-5/8"(86 MM) METAL STUDS 16"(406 MM)O.C. © 1 RETAIL TO STRUCTURE ABOVE WITH 5/8"(16 MM)GREEN -C BOARD ON RESTROOM SIDE TO CEILING AND 5/8"(16 a MM)TYPE"X"GWB ON OTHER SIDE TO STRUCTURE X U ABOVE. SECURE GREEN BOARD TO STUDS WITH Ce . DRYWALL SCREWS AT 10"(254 MM)O.C.AT PANEL i EDGES AND 12"(305 MM)O.C.AT INTERMEDIATE SUPPORTS. s BAR 413 NEW PARTIAL HEIGHT WALL-2'-0" 06 L 20 GA 3-5/8"(86 MM) METAL STUDS 16"(406 MM)O.C. T W k WITH 518"(16 MM)TYPE"X"GWB ON BOTH SIDES TO Of Z Z CAFE SPECIFIED HEIGHT. DRYWALL SCREWS @ 12"(305 < \G� ' MM)O.C. T J CO C P`' >- N d Z �-- oUJ ti C < w 0 s U = � o M 0z Ca Ua Va Cc ' U co C<.� .0 o0 a U) U) E= a C 1 Store #: 24162 4. U RF Project#: 14-107 C J Concept: NCS Palette: C S. a WALL LEGEND - FLOOR PLAN Issue Date: 10129/14 t Design Manager: Ashley Blanton Q NEW FULL HEIGHT WALL LEED®AP: Renee Strand u Production Designer: Catharine Ten Broeck L NEW PARTIAL HEIGHT WALL Checked by: Renee Strand EXISTING WALL Sheet Title: ri ri EXISTING COLUMN FLOOR PLAN Lf FLOOR PLAN scale: 1/4"= 1'-0" Scale: As indicated r d 0 2' 4' 8- N Scale:1/4"=I'-(r Sheet Number: C* C It- 1-1103 It SHEET NOTES PENETRATION PLAN NOTES 1. (N)FLOOR SINK, SEE PLUMBING FOR ADDITIONAL A.ALL STUB-UP DIMENSIONS ARE RELATIVE TO FINISHED INFORMATION. WALL LOCATIONS(SHOWN AS OUTLINES ON THIS PLAN). REFER TO FLOOR PLAN FOR WALL PLACEMENT. 2. (N)ELECTRICAL PENETRATION, SEE ELECTRICAL FOR ADDITIONAL INFORMATION. B. FLOOR SINK: REFER TO CUT SHEETS FOR COMPONENT SPECIFICATIONS AND CUTOUT REQUIREMENTS. 3. (N)PLUMBING PENETRATION, SEE PLUMBING FOR ADDITIONAL INFORMATION. C.WASTE LINE PENETRATIONS: REFER TO PLUMBING PLANS FOR INDIVIDUAL LINE SPECIFICATIONS. T 4. (N) MOP SINK, SEE PLUMBING FOR ADDITIONAL INFORMATION. D. STUB-UP PENETRATIONS: REFER NDIVIDUALSTUB-UP SPECIFICATION O PLUMBING PLANS FOR STARBUCKS COFFEE R TOILET, SEE PLUMBING FOR ADDITIONAL DETAILSE.TOILET FLOOR PENETRATION: REFER TO CUT SHEETS FOR COMPANY 6.OUTLINE OF CASEWORK ABOVE,TYPICAL. STUB-UP LOCATION RELATIVE TO FINISHED WALL. 2401 UTAH AVENUE SOUTH F. PENETRATION TO BE LOCATED ON CENTERLINE OF WALL SEATTLE, WASHINGTON 98134 OR AS REQUIRED PER CONDITIONS. (206) 318-1575 G.TRENCHING OUTLINE FOR GUIDELINE USE ONLY. GENERAL CONTRACTOR TO COORDINATE WITH SPECIFIC TRADES AND THESE DRAWINGS AND SPECIFICATIONS SITE CONDITIONS TO DETERMINE ACTUAL LAYOUT. ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION. 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 AS STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. 5'-6 1/2" 7'-2- Ile r 1 4 1,_a„ RESTROOM WORKROOM I ;c, 2'?3 sMa 232 7V5 r 1=l ... :..... ' leo RESTROOM > --------I VESTIBULE `3 :t Y. � 3� x , : k Revision Schedule QI / RETAIL Rev Date By Description T , / / _C / BAR L Q 0, 06 �,- / / CAFE � z Q D < J 1 2 ` mCID C a3 � o `�' I « �l3cn � tz 0 ' a- CIS U) t� 1= CLStore#: 24162 o 2 Project#: 14-107 Concept: NCS 1 Palette: PENETRATION PLAN LEGEND Issue Date: 10/29/14 (> 2 v ^ Design Manager: Ashley Blanton N it FLOOR SINK LEED®AP: Renee Strand Production Designer: Catharine Ten Broeck -m- FLOOR PENETRATION U Checked by: Renee Strand PLUMBING PENETRATION AREA Sheet Title: PENETRATION PLAN - ELECTRICAL PENETRATION AREACIL PENETRATION PLAN LO scale: 1/4 =1-0" 7 QO n? Scale: 1/4"= 1'-0" N 0 2' 4' 8' N N Scale:114"=r-o~ Sheet Number: 0) C r 1-1104 t SHEET NOTES FF AND E PLAN NOTES 1. GENERAL CONTRACTOR TO REVERSE DOOR HINGE A.GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL ON UNDER COUNTER REFRIGERATOR TO LEFT-HAND REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD SWING,AS SHOWN. CASE START-UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT VENDOR. 2.SECURE LOCKERS TO WALL. B. THE SPACE IS SERVED BY THE MUNICIPAL WATER AND 3. PLACE FIRE EXTINGUISHER IN WORKROOM PER FIRE SEWER SYSTEM UNLESS OTHERWISE NOTED. INSPECTOR. C.ALL EQUIPMENTAND INSTALLATION WILL MEET NATIONAL T 4. LOCATION OF ALL SWITCHING. SANITATION FOUNDATION STANDARDS OR EQUIVALENT. 5. SPEAKERS TO BE MOUNTED AT MAXIMUM HEIGHT D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED STARBUCKS COFFEE PER CUTSHEET. THREADS, EMBELLISHMENTS OR OVERHANGING EDGES COMPANY THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, 6. SEE DETAIL 4/1-5001 FOR DISTRIBUTION OF CUP DIRT AND DEBRIS. 2401 UTAH AVENUE SOUTH DISPENSERS. E.WARMING OVEN(S)SHOWN FOR PERMITTING PURPOSES. SEATTLE, WASHINGTON 98134 7. GENERAL CONTRACTOR TO COORDINATE INSTALLATION AT STORE OPENING TO BE VERIFIED BY (206) 318-1575 NEWSPAPER FIXTURE ORDERING. CONTACT TRIAD STARBUCKS CONSTRUCTION REPRESENTATIVE. MANUFACTURING BY EMAIL(starbuckscs@triadmfg.com) A 10022 OR BY PHONE(314-381-5280 X1111)TO ARRANGE F. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE THESE DRAWINGS AND SPECIFICATIONS A 10007 SHIPMENT OF THE FIXTURE. ALLOW(5) DAY LEAD- TOWEL AND SOAP DISPENSER,AND ALL HAND SINKS TO ARE CONFIDENTIAL AND SHALL REMAIN THE TIME. HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. SOLE PROPERTY OF STARBUCKS 1A1 10002 CORPORATION. THEY SHALL NOT BE E 12632 F 10123 A 10005 8. FUTURE OVEN LOCATION. DO NOT PURCHASE OR G. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING REPRODUCED(IN WHOLE OR IN PART), E 12633 F 10605 A 10076 5 6 1 4 INSTALL. DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO THE SHARED WITH THIRD PARTIES OR USED IN ELECTRICAL DESIGN PLAN ANY MANNER ON OTHER PROJECTS OR E 10467 F 10809 A 10000 I-5002 I-5002 1-5002 1-5002 EXTENSIONS TO THIS PROJECT WITHOUT E 1109771 - — - — - - _ - - - - - -- ---- _ THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE _- DRAWINGS AND SPECIFICATIONS ARE 2 I I I INTENDED TO EXPRESS DESIGN INTENT I FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT 10 I-5002 I ( I ANYTIME)AND DO NOT REFLECT ACTUAL A 10011 E 10416 I E 10698 RESTROOM I SITE CONDITIONS. NEITHER PARTY SHALL E 10222 HAVE ANY OBLIGATION NOR LIABILITY TO JAI 10019 IE110462 I El 11070 E110462 , I THE OTHER(EXCEPT AS STATED ABOVE) E 11104 JAI10004 E 10838 E 13578 E 10416 • I UNTIL A WRITTEN AGREEMENT IS FULLY E 10102 WORKROOM EXECUTED BY BOTH PARTIES. � 2 E 10293 E 10512 T 7 r� 3 F 10820 E 10416 4 i I-4102 E 10462 ( x RESTROOM .. 'f 3 E 10859E 10384 F 107 '"'`�"`' 1-5002 / ( E 10099E 11115 VESTIBULE ..<.;.;. .....::A I-5002 E 10769E 10862 A 12741 1 8 E 11083 _� — L E.10172 E 10977 ' { 1-5003 10 — E 10992 F 12212 1-5003 E 13682 E 11115 F 12186 I. .1 A 10075 F 13368 : = E 12618 _ A 10024 E 10462 O E 12407 \ A 10028 E 12394 RETAIL E 10416 11 E 10724 3 1-5005 2 E 10314 \y I-5003 F 14308 T. Imo'IEF -5003 E 10305 As'�° 014 E 10746 E 10797 a 6 7 E 10856 O F 12313E I-5003 I-5003 E 10312F 12186 4 m E 10856 I-5004 F X0100 F 12187 Revision Schedule Q o F X0101 Rev Date By Description I \ BAR Z E 10344 p A 10000 A 10014 co \ E 10267 A 10008 A 10029 8 9 / �1 v E 12694 CAFE F 121$7 06 1-5003 I-5003 / � i5 F 121$0 ED E 10305 ° E 10527 / LJ LJ LJ LJ W E 10267 / 4 5 W E 12508 � w W \ O I-5003 1-5003 F 12233 n \ • F 13366 zCa \ / f A 12741 5 � � C/) 3 , ` �J F X0102 A 12741 5 tM E 10267 ( 1 ) 00 ~OI-5004 E 13330Pi-J Q r E 12694 E 12fi94 < A 10010 A 10012 E 10267 \ z' A 12336 ° O _ t!� s A 10008 A 10075 E 0 U A 10014 z ` A 10029 a) V Z E 10527 1 2 Y 10071 F 12160 a C!1 C!) � �— {: Y 14450 1-5004 1-5004 Y 10065 C Store#: 24162 C S 14451 a Project#: 14-107 C \ / F 12149 \ / L_ Concept: NCS L Palette: C L s Issue Date: 10129/14 F 10513 Design Manager: Ashley Blanton ;f S X5001 LEED(DAP: Renee Strand Q u Production Designer: Catharine Ten Broeck Checked by: Renee Strand Sheet Title: G' a FURNITURE, FIXTURES, AND EQUIPMENT PLAN FF AND E PLA Cr1 scale: 114"=1'-0" n Scale: 1/4"= 1'-0" 61 d 0 2' 4' 8' _ C N CIN Scale:1/4"=V-o° Sheet Number: Cr CS 1-1105 i SHEET NOTES CASEWORK PLAN NOTES B� 1. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. A. GENERAL CONTRACTOR TO NOTIFY STARBUCKS C CONSTRUCTION MANAGER IMMEDIATELY IF A DISCREPANCY EXISTS BETWEEN CASEWORK SHOP DRAWINGS,SITE ` --"-"" - - - - " " " DIMENSIONS,CASEWORK PLAN OR ACTUAL CASEWORK FIXTURES. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. ' B.STARBUCKS CONSTRUCTION MANAGER TO COORDINATE � AND SCHEDULE CASEWORK DELIVERY DATE. GENERAL TT CONTRACTOR TO CONFIRM CASEWORK DELIVERY DATE Y WITH CASEWORK MANUFACTURER 4 WEEKSAND 1 WEEK O SCHEDULED DATE OF DELIVERY.PRIOR CU STARBUCKS COFFEE "• C.STARBUCKS CONTRACTS DIRECTLY WITH CASEWORK COMPANY VENDOR TO SUPPLY CASEWORK LISTED IN CASEWORK o ' SCHEDULE, UNLESS OTHERWISE NOTED. 2401 UTAH AVENUE SOUTH c 11x77 SEATTLE, WASHINGTON 98134 D. REFER TO CASEWORK INSTALLATION MANUAL PROVIDED (206) 318-1575 ).�•' C 12816 BY CASEWORK VENDOR FOR COMPLETE INSTALLATION C 12845 INSTRUCTIONS. 'A THESE DRAWINGS AND SPECIFICATIONS C 11902 E.ALL CASEWORK BASE UNITS SHALL BE SET ON 1/4"(6MM) ARE CONFIDENTIAL AND SHALL REMAIN THE NON-ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK SOLE PROPERTY OF STARBUCKS VENDOR. CORPORATION. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), •:` �',. F.SEE WALL FINISH PLAN FOR LOCATION,TAGGING,AND SHARED WITH THIRD PARTIES OR USED IN FINISH SCHEDULES OF APPLIED WALL TREATMENTS. ANY MANNER ON OTHER PROJECTS OR • :' EXTENSIONS TO THIS PROJECT WITHOUT } � G. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFIT THE PRIOR WRITTEN CONSENT OF LOCATIONS. 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(EXCEPTAS STATED ABOVE) 1 UPPER CASEWORK PLAN UNTIL A WRITTEN AGREEMENT IS FULLY scale: 1/4"= 1'-0" EXECUTED BY BOTH PARTIES. f I I I ( I I I I I RESTROOM WORKROOM 4)bo 7gl 13RESTROOESTIBULE 0 C 12065 l e C 12816 - # tet y J G 12080 H4 V C 14294L l\ l\ C 12786 - `-JL `•-IV �V Revision Schedule Q C 13267 Rev Date By Description C 12067 C 13571 C 0 \ C 132x5 C 13580 11 RETAIL Z O C 13590 1-5005 s C 11945 / C V. O C 12096 C 11895 12846 0z L C 12080 C 12477 C 12367— C 12468 s � I (L 0 BAR \ 06 U C 14153 k V UJ w C 12031 0. z z V C 14344 E) < J M r C 12094 o C 12007 c 12086 CAFE C 11990J CO c C 13566C 12011 Z }' 0 ~ d C 14383 C 13400 C 14156 C 11885 W Q Q c C 14162 ICI 11951 z o \ C 11155 C 13399 L/W Q U) 0 s O C 12080 \\ C 13377 LL Q V. V) C 11932 C 11917 �\ C 14169 C 13374 °Z \ C 12990 C 12100 C 12236 1 z U� � L _ C 11971 \ _ s C 13391 -- C 14166 � / V c / r` "� IC17016-HI C 7027-H C 7027-H C 016-H a C 14170 a C 14142 C 12081 L (. C 12073C 14168 ° C 12113 C. C 14140 Stare#: 24162 C C 12816 C 12786 C C1437 �c — a C 12043 o Project#: 14-107 C o C 14130 Concept: NCS C o C 14129 Palette: °• C C 11155 Issue Date: 10/29/14 t ❑ Design Manager: Ashley Blanton i LEEDOAP: Renee Strand CASEWORK PLAN LEGEND Production Designer: Catharine Ten Broeck {- INDICATES CHAIR RAIL Checked by: Renee Strand — --— INDICATES STAINLESS Sheet Title: CASEWORK PLAN STEEL(SST)COUNTERTOP CL CASEWORK PLAN 1 INDICATES SOLID n stake: 1/4"=1'-0" SURFACE(SS)COUNTERTOP oc - (�N Scale: 114"=1'-0" CIS d 0 2' 4' 8' N Scale:1/4"=r-o^ Sheet Number: CN C 1-1107 �fis i i REFLECTEDN SHEET NOTES CEILING PLAN NOTES 1. EXISTING HEADER TO REMAIN ALL THE WAY ACROSS. A. IF REQUIRED BY LOCAL CODE,GENERAL CONTRACTOR TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH 2. (N)EXIT SIGNS, POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE 3. (N)SURFACE MOUNTED TASK LIGHTS. REQUIRED IN GYPSUM SOFFIT OVER FRONTBAR, CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TO 4. CENTER CAN LIGHT FIXTURES IN ACT TILE,TYPICAL. SUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO 5. (N) MUSIC SPEAKERS. MOUNT AT MAXIMUM HEIGHT INSTALLATION. PER CUTSHEET. INSTALLED BY GC. B. GENERAL TO PROVIDE AND 6. (N)EMERGENCEY EGRESS LIGHTING. SPRINKLERS PER LOCALOCODES. CONTACT STLOCATEARBCKS STARBUCKS COFFEE 7. (N)RESTROOM WALL SCONCE, CENTER ABOVE CONSTRUCTION MANAGER IF DESIGN INTENT IS AFFECTED. COMPANY MIRROR. SEE ELECTRICAL FOR ADDITIONAL C.WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE 2401 UTAH AVENUE SOUTH INFORMATION. ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING GRID 8.COMMUNITY TABLE PENDANTS. SEE ELEVATION FOR COLOR WHEN APPLICABLE. SEATTLE, WASHINGTON 98134 MOUNTING HEIGHT. D. LEAVE(10)ADDITIONAL RETAIL CEILING TILES,TO MATCH (206) 318-1575 RETAIL CEILING PAINT COLOR,ABOVE THE WORKROOM 9. PARTIAL HEIGHT PASS-THROUGH WALL. SEE CEILING AT MANAGER'S DESK FOR FUTURE USE. THESE DRAWINGS AND SPECIFICATIONS INTERIOR ELEVATION 11/1-2101 FOR HEIGHT OF PASS- ARE CONFIDENTIAL AND SHALL REMAIN THE THROUGH. E. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR SOLE PROPERTY OF STARBUCKS FIXTURES OR SUPPORTS. CORPORATION. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), F. HEATING,VENTILATING,AND AIR CONDITIONING(HVAC) SHARED WITH THIRD PARTIES OR USED IN SHOWN FOR DESIGN INTENT ONLY. CONTACT PROJECT ANY MANNER ON OTHER PROJECTS OR MANAGER IF CHANGED. EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF G. DIFFUSERS AND RETURNS AT BACKBAR IN ACOUSTICAL STARBUCKS CORPORATION. THESE CEILING TILE TO BE CENTERED IN TILE, PAINTED TO MATCH DRAWINGS AND SPECIFICATIONS ARE ADJACENT FINISHES, TYPICAL. INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE H. PAINT ALL HVAC DUCTS, HVAC DIFFUSERS, RECESSED (WHICH IS SUBJECT TO CHANGE AT SPEAKERS AND LIGHT TRIM RINGS THE SAME COLOR AS ANYTIME)AND DO NOT REFLECT ACTUAL CEILING OR SOFFIT. TYPICAL THROUGHOUT RETAIL SITE CONDITIONS. NEITHER PARTY SHALL PORTION OF STORE, HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPTAS STATED ABOVE) J. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE UNTIL A WRITTEN AGREEMENT IS FULLY STARBUCKS' NATIONAL ACCOUNT"COLOR CODE"WHEN EXECUTED BY BOTH PARTIES. ORDERING PAINTS. SEE SCHEDULE SHEETS FOR SCHEDULES K. SEE LIGHTING DESIGN PLAN FOR FIXTURE TYPES AND 3 LOCATION DIMENSIONS. a L.ADJUST EACH TRACK HEAD AT MENU BOARD LIGHTING SO € LIGHT BEAMS ARE POINTING CONSISTENTLY,JUST BELOW v P554-ES THE CENTER OF EACH MENU BOARD PANEL. u T1 1302 OIL s'-o" 7 WORKROOM i, (Y N) GYP. CEILING 160 4'—Z- 0 — 'RESTROOM = " N 6 w (N) GYP. CEILING ® 7 _ _ q . "€► 0 5 TYP. :� 6 ° VESTIBULE ., ,:. QRCM ; -- P554-ES 0 3 0 �, ' 0 EQ EQ 7r— 04 ` 6 0 3 Revision Schedule ® 0 RETAIL 0 ® 0Rev Date By Description 0 0 a © 0 2 0 EQ EQ 5'-4' � 0 0 a 06 0 0 s'-6" L (N)GYP.SOFFIT 0 4 TYP. 0 BAR ® �' N ® O ® CD W w s 0 0� zz CAFEz I P554-ES -o ' �C 00 P554-ES �` U 10517 N d g'-6" 0 U 10517 Q 07 8'-8' (N)2X2 ACT CEILING W \_0b\ N)2X2 ACT CEILING � � � W < w0 a V 0 P544-ES Flo `� O ® V r�) Q 11 8 -0 rn i Z .� OL2'-6" L) LO( � 00 V (N)GYP. SOFFIT �,( EQ. 20" EQ. o — \ �( U) U) rn H a ,\O 9 / CL '�� 5 0 2 r o � a ® ® M ® ` 5 Store #: 24162 U �• _ Project#: 14-107 C ,�4z Concept: NCS L Palette: Issue Date: 10129/14 a Design Manager: Ashley Blanton U a LEEDQAP: Renee Strand _u T, '6'•, Production Designer: Catharine Ten Broeck L REFLECTED CEILING PLAN Checked by: Renee Strand - � _ e Scale: 1/4"= V-0" Sheet Title: Cf REFLECTED CEILING PLAN 0 C Scale: 1/4"= 1'-0" 0 2' 4' 8' N a Scale 1/4"=V-0" Sheet Number: n, 0 1-1108 SHEET NOTES FLOOR FINISH PLAN NOTES �I 1. TILE START POINTS WHERE INDICATED. A. STARBUCKS TO SUPPLY RETAIL FLOOR TILE AND TILE BASE. GENERAL CONTRACTOR TO INSTALL. GENERAL 2. FLOOR SINK/FLOOR DRAIN LOCATION. CONTRACTOR TO SUPPLY WORKROOM TILE AND BASE AND INSTALL. GENERAL CONTRACTOR TO SUPPLYAND INSTALL 3.ALIGN TILE TRANSITION WITH FACE OF MORTAR,ADHESIVE,AND GROUT. GENERAL CONTRACTOR WALUSURFACE. TO INSPECT ALL TILES AND REJECT DAMAGED OR SUBSTANDARD TILES PRIOR TO INSTALLATION. 4.ALIGN WALK-OFF MAT WITH FULL TILE, 4'-0"MINIMUM. B.ALL TILE AND SLATE TO BE INSTALLED PER TILE COUNCIL JIM OF AMERICA STANDARDS. C.ALL FLOORING AND BASE MATERIAL TO BE INSTALLED STARBUCKS COFFEE ACCORDING TO STARBUCKS SPECIFICATIONS. COMPANY D.CABINET BASES TO BE SET AFTER TILE INSTALLATION. 2401 UTAH AVENUE SOUTH E.ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. SEATTLE, WASHINGTON 98134 F. FOR CARPET INSTALLATION, REFER TO MANUFACTURERS' 1 {206} 318-1575 INSTALLATION INSTRUCTIONS. THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION. 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 - 2 I (WHICH IS SUBJECT TO CHANGE AT 2 I T' ? ANYTIME)AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL _ RESTROOM' HAVE ANY OBLIGATION NOR LIABILITY TO ORKROOM THE OTHER(EXCEPT AS STATED ABOVE) 2 i I UNTIL A WRITTEN AGREEMENT IS FULLY - — — - - --- - — EXECUTED BY BOTH PARTIES. ' T 14855 IT 2 ------------ --1-..r _T.- E T M R S ROO VESTIBULE ::__::.: - - _. 16 _..... i 15x01 •12243 } a o� a a o o ?f w e v, fto tlAn4 k�e $4 .. _ RETAIL C3 _ T 12203.._ .-._ `a _..........._.... - - - --- - - - rr —j —. ` _ ^-._r____._ __... _. 4' 0"MIN. = € a f-, 3 i - - / BAR i CAFE �j - - - -`-- - -- RevisionSchedule ---- --- ` � Rev Date Description 2 s z - - s e U p s -- - _ — �--- - ---..�.-- --- - -- - _ �__ _ L -- - - _�_ ------- - -� 0s __.. 5' 0"V.I.F. Do - _ .__- .. ' -- . --- -T - - - -- -�-- - -� 4 - _ _----- -----------�---__-_ -._...- ----- _.. - - - --- - 16 Z z V _ - -- o -- - 1-5001 _ .-- J M —-- a — -- — — --- - -- s ------- _- -- l {-- - -- np �- N ._12 W o a W = CI, Q cry O a ICU > _ _l E U) 06 CM - LO d ocot) aU) U) rn �_ c? o Store #: 24162 Cn Project#: 14-107 v U FLOOR LEGEND Concept: NCS Palette: - - — - - (N)COVE TILE BASE ID: 11403 Issue Date: 10/29/14 N U Design Manager: Ashley Blanton (N)CAFE FLOOR TILE N ID: 12203 LEED®AP: Renee Strand Production Designer: Catharine Ten Broeck U (N)BOH FLOOR TILE Checked by: Renee Strand -`- ID: 14855 Sheet Title: a FLOOR FINISH PLAN - ID: 2243 OFF MAT FLOOR FINISH PLAN oc - n Scale: 1/4"= 1'-0" I/1�41 i� d 0 2' 4' $' N C\ Scale:1/4"=r-a- Sheet Number: a, CN T -1109 - SHEET NOTES WALL FINISH PLAN NOTES - l 1.STEEL PLATE AT END WALL. A.WORKROOM TO BE FINISHED PER LOCAL CODE REQUIREMENTS. B. INSTALL CLEAR CORNER GUARDS AS INDICATED. MOUNT AT 6"(150MM)AFF. BACK-PAINT WITH CORRESPONDING WALL COLOR. ADHERE WITH CLEAR SILICONE ADHESIVE AND#6 STAINLESS STEEL OVAL HEAD SCREWS 3"(75MM)FROM ENDS, 12"(305MM)ON CENTER. OFFSET SCREWS ON EITHER SIDE BY 1/2"(10MM)VERTICALLY. CUT CORNER GUARDS TO FIT BELOW CHAIR RAIL AT APPLICABLE LOCATIONS. DO NOT INSTALL CORNER GUARDS ABOVE CHAIR RAIL. STARBUCKS COFFEE C. INSTALL METAL GUARDS AS INDICATED. AT 6-(150MM)AFF.CRNER AOFF X WITH#6 STAINLESS STEEL OVAL MOUNT COMPANY HEAD SCREWS 3"(75MM)FROM ENDS, 12"(305MM)ON 2401 UTAH AVENUE SOUTH CENTER OFFSET SCREWS ON EITHER SIDE BY 1/2"(10MM) VERTICALLY. TO BE INSTALLED IN BACK OF HOUSE ONLY. SEATTLE, WASHINGTON 98134 D. CHANGE OF PAINT COLOR ALLOWED AT INSIDE CORNERS (206) 318-1575 ONLY. THESE DRAWINGS AND SPECIFICATIONS E. REFER TO INTERIOR ELEVATIONS FOR GRAPHICS ARE CONFIDENTIAL AND SHALL REMAIN THE LOCATIONS. SOLE PROPERTY OF STARBUCKS CORPORATION. THEY SHALL NOT BE F. REFER TO CASEWORK FINISH SCHEDULE FOR ADDITIONAL REPRODUCED(IN WHOLE OR IN PART), INFORMATION SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR G. GENERAL CONTRACTOR TO PROVIDE AND INSTALL EXTENSIONS TO THIS PROJECT WITHOUT WORKROOM WALL FINISHES. 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 AS STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY ----------------------- -----__—__� _ _ EXECUTED BY BOTH PARTIES. 6 -- �a RESTROOM a � 1-2102I I 75 € : � a WORKROOM 5 s f 4 FFr, Q RESTROOM 0 � ra _ I • - - --- -- -- - -- - - - � 1 D5------- J I<E 4 I-2101 2 6 I-4102 � �::�:�TIM 3R<6 . ,2 3 2;g:h�; ,e3 ' s2 VESTIBULE 5 I 1 .�► / 3 I ►' � � I 2 I-2102 ' i _ � _ _ _ _ I ' i I. tom.,... i` RETAIL O �` 06 9 I Revision Schedule Z1-2101 Rev Date By Description I I � BAR / s I 06, > / I C, 5 1-2101 7 I 10 CL f�� I-2101 $ j w L ,f CAFE C I C� W w ,\ I CL Z Q cr sr I-2101 °V, 11i —� CY) C rn >- CN C) d I Z � Q � Iw < w = � �, I to O 1 1 �/ i E � = SSD �� 0 0 0 0 0 I WALL TREATMENT LEGEND CU 0z z f --- ----- -----------___ ___ Lo Q —————————— INDICATES PAINT,4"CHAIR RAIL 4? L -C FINISH: MT0011),AND WAINSCOT O Q \ • VINYL WALL COVERING(ID: 14302) D- v+ U) a C / n — - — - — - INDICATES PAINT(P-533) Store#: 24162 (3 - - — - - INDICATES WOOD PANELING 4 C Project#: 14-107 {WD0051},SEE SHEET 1-5005 FOR ADDITIONAL INFORMATION Concept: NGS L 4 - - - — - - - C L 4 —" — INDICATES BA KBAR WALL TIE Palette: (ID: 14384)TO UNDERSIDE OF -C CUBBIES, PANTABOVE. Issue Date: 10/29114 u Design Manager: Ashley Blanton L - (� ————— INDICATES FRP(11469} 9 9 Y L L" 1 LEED®AP: Renee Strand Q n — — INDICATES FULL HEIGHT WALL TILE WALL FINISH PLAN {,D: 12201} Production Designer: Catharine Ten Broeck L 'I Checked by: Renee Strand 1 (7) — — s INDICATES FRP BEHIND ALL CABINETS TO 2'-10"AFF INDCAL TRIM Sheet Title: CATES WAINSCOT 0. J ( AND/OR I CORN R GUARD. SEIE DETAILS WALL FINISH PLAN u• 1&3/1-5001 FOR ADDITIONAL INFORMATION. aC Scale: 1/4"= 1'4" n d 0 2- 4' g C1% N Scale:1/4"=r-0^ Sheet Number: a C SHEET NOTES INTERIOR ELEVATION NOTES 1.ATTACH MENU HINGE TO TOP OF CABINET TO ALLOW A. REFER TO MANUFACTURERS'INSTRUCTIONS SHIPPED WITH ACCESS TO CABINET SHELVES BEHIND,TYPICAL. ARTWORK FOR INSTALLATION INSTRUCTIONS AND SPACING. 2.APPLY FRP BEHIND CABINETS,TYP. B. INSTALL WALL CABINETS BEFORE BACKBAR WALL TILE. RUN BACKBAR WALL TILE TO UNDERSIDE OF WALL CABINETS, 3. CENTER MENU OVER POS STATION. NOT BEHIND CABINETS. [65-2-20-1] Q 12201 Q 12201 12201 4. NOT USED. C. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS'NATIONAL ACCOUNT"COLOR CODE"WHEN TM 5. SEE ENLARGED RESTROOM PLAN DETAILS FOR ORDERING PAINTS. { ACCESSORY MOUNTING HEIGHTS,TYP.SHEET I-4102. D. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS STARBUCKS COFFEE 5 i i OTHERWISE-ALL WOOD AND METAL SURFACES SHALL BE COMPANY PAINTED SEMIGLOSS,OR EQUAL. 2401 UTAH AVENUE SOUTH 5 -ALL ACCENT AND TRIM PAINT TO BE SEMIGLOSS, OR EQUAL. SEATTLE, WASHINGTON 98134 � � I � -ALL WALL AND CEILING PAINTS TO BE EGGSHELL, (206) 318-1575 I � OR EQUAL. 4 I � .' ! E. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THESE DRAWINGS AND SPECIFICATIONS THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER ARE CONFIDENTIAL AND SHALL REMAIN THE TO THE FURNITURE, FIXTURES,AND EQUIPMENT PLAN. SOLE PROPERTY OF STARBUCKS CORPORATION. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), B 11403 SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT TYP. RESTROOM TYP. RESTROOM TYP. RESTROOM TYP. RESTROOM THE PRIOR WRITTEN CONSENT OF _ STARBUCKS CORPORATION. THESE scale: 1/4"=1'-0" scale: 1/4"=1'-0" spats: 1/4"= 1'-0" scale: 1t4"=1'-0" 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 MT0011 P544-ES P554-ES P554-ES P533-ES WD0051 Q 14384 P554-ES P544-ES P533-ES WD0051 P553-ES P544-ES F 14467 SITE CONDITIONS. NEITHER PARTY SHALL t HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPTAS STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. EQ � EQ _.._- 1 - aPt T==W I-5001 2 ip Lid 14384 B 11403 Q 14302 K1-27173] 12 I-5001 5 WEST ELEVATION FRONTLINE 6 NORTH ELEVATION ENGINE & CAFE sale: 1/4"=1'-0" sate: 1/4"= 1'-0" C z 114-3 ... 4 - s P544-ES P544-ES EQ EQ P544-ES P544-ES P544-ES P554-ES Q 14384 V. at Revision Schedule L Rev Date By Description 3w - 3 s IL EQ EQ L ..............__............. i i i x G 14477 ❑ F01 — — 1'-0" ( EQ EQ V _ opo _ � , T �S ct o u� C * fV E T co a M t! B 11403 14302 R 12173 G 12683 R 12173 Q 14302 14302 G 126$8 G 12693 Q 14302 G 12677 14302 I-5001 Q CN CN s 7 EAST ELEVATION - CAFE vs-ie: OUTH ELEVATION - CAFE & ENGINE p 1/4"=1'-0" O Z C,.� U) cn LOQ 6 7 /� F 12839 F 12839 (� F 12839 P533-ES P554-ES P544-ES tl V J V) (� �-- 1-5001 1-5001 F 12837 F 12838 F 12837 �- P554-ES P544-ES P544-ES 2'-0„ 14384 P554-ES V. P554-ES MT0011 14384 C I P554-ES Store#: 24162 Project#: 14-107 C I 1 Concept: NCS 1-5001 q Palette: L 8 10 I Issue Date: 10/29/14 C 1-5001PP 0 1-5001 I-500 i ❑ ❑ Design Manager: Ashley Blanton I FO U "" LEED@AP: Renee Strand q U Production Designer: Catharine Ten Broeck C; [7 11 1 - - I 1 11 1 1 Checked by: Renee Strand Q 14384 2 R 12173 Q 14302 15 R 12173 WD0051 Sheet Title: l-5°01 INTERIOR 9 WEST ELEVATION - BACKBAR � � WEST ELEVATION - FRONT BAR ELEVATION -DRIVE-THRU " ELEVATIONS T scale: 1/4"=1'-0" scale: 1/4"= 1'-0" scae: 1/4"= 1'-0" „_ T Scale: 1/4 - 1'-0" T —J d 0 2' 4- 6' c� •.. Sheet Number: d Scaie:318"=1'-4" T r T I-210 gsti IIS, 11469 Q 11469 u SHEET NOTES INTERIOR ELEVATION NOTES 1. NOT USED. A. REFER TO MANUFACTURERS'INSTRUCTIONS SHIPPED WITH ARTWORK FOR INSTALLATION INSTRUCTIONS AND SPACING. B. INSTALL WALL CABINETS BEFORE BACKBAR WALL TILE. RUN BACKBAR WALL TILE TO UNDERSIDE OF WALL CABINETS, p NOT BEHIND CABINETS. STARBUCKS COFFEE C. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE COMPANY STARBUCKS'NATIONAL ACCOUNT"COLOR CODE"WHEN ORDERING PAINTS. 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 B B 11403 D. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS (206) 318-1575 11403 11469 B 11403 OTHERWISE NOTED; -ALL WOOD AND METAL SURFACES SHALL BE , ORAND WORKROOM - NORTH WORKROOM - WEST WORKROOM - SOUTH EAST -ACEI ACCENT AINDOSSTR M PA NQT TO BE SEMIGLOSS, ARE CONETHESED DENTIA RAWINGSAND SHALL IREMAION NS THE Z3 OR EQUAL. SOLE PROPERTY OF STARBUCKS some: 1/4"= 1'-0" scale: 1/4"= 1'-0" scale: 1/4"= 1'-0" -ALL WALL AND CEILING PAINTS TO BE EGGSHELL, CORPORATION. THEY SHALL NOT BE OR EQUAL. REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN E. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO ANY MANNER ON OTHER PROJECTS OR THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER EXTENSIONS TO THIS PROJECT WITHOUT TO THE FURNITURE, FIXTURES,AND EQUIPMENT PLAN. THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE 11469 8 INTENDED TO EXPRESS DESIGN INTENT I-5002 FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT - 114691 ANYTIME)AND DO NOT REFLECT ACTUAL - —-- - SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT AS STATED ABOVE) I g UNTIL A WRITTEN AGREEMENT IS FULLY L [AEXECUTED BY BOTH PARTIES. i \ J417 i I L7 - - - - - - ` B 11403 B 11403 4 �.Scwie: RKROOM - SOUTH WORKROOM - EAST "} 4"= 1'-0" scale: 1/4"=1'-0" 0 . ai a � sss : I-5002 Q 11469 1-5002 Q 14691 1 tflip p� Revision Schedule I L Rev Date By Description -C OD o (f o �• I � I I i t 06 a 2B 11403 B 11403 w z I6 WORKROOM - NORTH 7 WORKROOM - WEST M r- scale: 1/4"= 1'-0" scale: 1/4"= 1'-0" W J C W >' < -C � � w 0 a s C cry � U. Z L N00 �n a a L C Store #: 24162 4- U Project#: 14-107 c Concept: NCS Ci C Palette: S. s Issue Date: 10/29/14 c a Design Manager: Ashley Blanton t a - LEED®AP: Renee Strand U Production Designer: Catharine Ten Broeck CC Checked by: Renee Strand Sheet Title: INTERIOR co ELEVATIONS 66 N Scale: 1/4"= T-0" N 0 2' 4' 6' O C Scale:318"=1'-0" Sheet Number: N O 1-2102 P# 2'-10" ENLARGED MI" -- SHEET NOTES RESTROOM PLAN NOTES LIGHT 1. PAINT DOOR AND DOOR FRAMES TO MATCH WALL. A. DETAILS ARE FOR REFERENCE ONLY. �. MIN ( SCONCE T-3" 2. EXISTING HEADER TO REMAIN-VERIFY IN FIELD. B.ALL RESTROOM ACCESSORIES MOUNTING HEIGHTS TO MEET \ — — DECORATIV VERTICAL ACCESSIBILITY REQUIREMENTS PER STARBUCKS ACCESSIBILITY \ E MIRROR GRAB BAR STANDARDS. SWITCH 7 1/2" I I C.GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY \\ COAT HOOK I SOAP _ _ GRAB BAR STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES \ CENTERED ON DOOR o DISPENSER Z PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM TIM m I DESIGNATED DATUM POINT. 6" TOILET PAPER / O ! 36"GRAB BAR — DISPENSER D. DIMENSIONS ARE TO FACE OF FINISHED SURFACE. STARBUCKS COFFEE Z° uJ _ _ COMPANY Lu _ - - DISPENSER BABY CHANGING STATION 2401 UTAH AVENUE SOUTH " SEATTLE, WASHINGTON 98134 / N "' NOTES N (206) 318-1575 1.CHANGING STATION IS TO BE INSTALLED PER THESE DRAWINGS AND SPECIFICATIONS MANUFACTURER'S INSTRUCTIONS. UNIT IS TO BE FASTENED ARE CONFIDENTIAL AND SHALL REMAIN THE TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. SOLE PROPERTY OF STARBUCKS TYP. RESTROOM AT DOOR TYP. RR FIXTURE MOUNTING HEIGHTS TYP. RR FIXTURE MOUNTING HEIGHTS STANDARD INSTALLATION IS ATTACHMENT TO WOOD STUDS CORPORATION. THEY SHALL NOT BE - AND/OR WOOD BLOCKING. FOR NON-STANDARD FRAMING REPRODUCED(IN WHOLE OR IN PART), scale: 3/8"=1'-0" scale: 3/8"= 1'-0" 5ca�e: 3/8"=1'-0" CONDITIONS OTHER THAN CONCRETE, USE TOGGLER SHARED WITH THIRD PARTIES OR USED IN SNAPTOGGLE HEAVY DUTY TOGGLE BOLTS TO SECURELY ANY MANNER ON OTHER PROJECTS OR ATTACH CHASSIS TO WALL. FOR CONCRETE WALLS, USE OUT FISCHER S-PLUG FIXINGS TO ANCHOR FASTENERS. THE PRIOR WRITTEN CONSENT EXTENSIONS TO THIS PROJECT WITHOUT SUBSTITUTION OF FASTENERS OTHER THAN THE STARBUCKS CORPORATION. THESE OF MANUFACTURER AND PRODUCT SPECIFIED IS NOT ALLOWED DRAWINGS AND SPECIFICATIONSORATION. THESE ARE WITHOUT PRIOR APPROVAL. LOAD TEST AFTER INSTALLATION INTENDED TO EXPRESS DESIGN INTENT 2 WITH 100 LB.WEIGHT FOR 15 MINUTES. FOR A PROTOTYPICAL STARBUCKS STORE �-�y 2. LOCATE STATION TO ALLOW NECESSARY CLEARANCE FOR (WHICH IS SUBJECT TO CHANGE AT 1'-2' 1 0.. D OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL ANYTIME)AND DO NOT REFLECT ACTUAL 1 SITE CONDITIONS. NEITHER PARTY SHALL NOT IMPEDE ACCESS, EGRESS,OR DOOR SWING.VERIFY ANY ALTERNATE LOCATION OR INSTALLATION APPROACH HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPTAS STATED ABOVE) P544-ES WITH STARBUCKS PROJECT LEAD. UNTIL A WRITTEN AGREEMENT IS FULLY P544-ES EXECUTED BY BOTH PARTIES. of L, 8„ PAPER TOWEL DISPENSER I oba obe R 12173 ---1-4-RT-12-17-31 co Ce 0 O `y 1 moi' 14302 LU N 14302 a CHANGING PIPE THERMAL STATION SHIELD B 11403 TYP. RR FIXTURE MOUNTING HEIGHTS RR VESTIBULE - NORTH RR VESTIBULE - WEST 1'-0" scale: 318"=1'-0" scale: 3/$"=1'-0" - 5'-0" 2'-10" Y bi 6" 3'-0" 1'-7"40 Of � Q _ c aC Revision Schedule G _ Rev Date By Description _ L 10 ---tom\ I o i _C I I I oZ V-6" 21 wX 0 I W I '� I C? Ww z z Q tiM l 6" 3'-0" � \\ � ,/ J C) r W Q CD 10So I W Q (0 O — .. M0 w � 06 1'-6" I (\\ Z - / �� I I `� 1 7 I a) V 2'- 10" 1 I CL Store#: 24162 (nI / J Project#: 14-107 a \� I ro1 ------- --------� Concept: NCS Palette: c Issue Date: 10/29/14 d3 Design Manager: Ashley Blanton QLEED®AP: Renee Strand If V-0" Production Designer: Catharine Ten Broeck t. Checked by: Renee Strand A_EN1LARGED RESTROOM PLANS Sheet Title: /2"=1'-0" ENLARGED C RESTROOM PLAN AND a CNScale: ELEVATIONS d V_ _ C CN Sheet Number: 6 C -410 I�lu AM WALL FINISH PER ELEVATION 1/8"MT0011 FLATBAR @ WALL OPENING; FASTENED WITH FLEX CONDUIT TO TASK METAL CHAIR RAIL COUNTERSUNK LIGHT BLACKENED VINYL WALLCOVERING TM _ FASTENERS CABINET BOTTOM PANEL --_ STARBUCKS COFFEE - --------- EE 14/I-5001 FOR CHAIR RAIL CORNER DETAIL COMPANY = CONTINUOUS VALENCE .;. TRENTA COLD CUP GRANDENENTI CUP GYPSUM WALL BOARD �0 DISPENSER E 13584 0 E 10855 DISPENSER 2401 UTAH AVENUE SOUTH METAL CORNER GUARD, FINISH: MT0011. SEE 13/I- GRANDENN ENTI COLD E 10791 E 10855 GRANDEENTI CUP SEATTLE, WASHINGTON 98134 5001 FOR CORNER TRIM CUP DISPENSER DISPENSER (206) 318-1575 0 CHAIR RAIL OR WALL DETAIL. GRANDENENTI COLD E 10791 E 10091 TALL HOT CUP TILE BELOW CUP DISPENSER 0 DISPENSER THESE DRAWINGS AND SPECIFICATIONS UNDERCABINET TASK LIGHT TO 0 TALL COLD CUP SHORT HOT CUP ARE CONFIDENTIAL AND SHALL REMAIN THE 1/2"_ /2" BOTTOM CORNER OF CABINET- DISPENSER E 10858 E 10396 DISPENSER SOLE PROPERTY OF STARBUCKS SEE ELECTRICAL BASE CORPORATION. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), WITH THIRD PARTIES OR USED FINISH - METAL TRIM END CAP TASK LIGHT UNDER CABINET METAL CORNER GUARD DETAIL CUP CADDY DETAIL1 SHARED ANY MANNER ONOTHER PROJECTS ORIN OJJECSORN 2 ,_ 3 „_ „ „ EXTENSIONS TO THIS PROJECT WITHOUT 1'-0" scale: 3 = 1-0' scale: 3/4 -1-0 scale: 1' =1'-0 THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT SCREW MENU HINGE TO TOP FOR A PROTOTYPICAL STARBUCKS STORE 1/4" � OF CABINET. ALIGH PIANO HINGE (WHICH IS SUBJECT TO CHANGE AT WALL TYPE FASTENER SCHEDULE STUD WALL BLOCKING REQUIREMENTS: — — 8 -$ JOINT TO CABINET EDGE ANYTIME)AND DO NOT REFLECT ACTUAL WOOD STUD WALLS REQUIRE MIN.2"X6" BAR CEILING SITE CONDITIONS. NEITHER PARTY SHALL WALL TYPE WALL BLOCKING FASTENERS NOTES (50MMX150MM)WOOD BLOCKING SECURED HAVE ANY OBLIGATION NOR LIABILITY TO _T-0"TOP OF CHAIR RAIL #8 X3"— FLUSH TO STUD FACE WITH 3 10D NAILS OR USE WINGNUTS AT BRACKET THE OTHER(EXCEPT AS STATED ABOVE) WOOD FRAME x OR EQUIVALENT DDR-REFER NDR-REF ER TO WALL BLOCKING DETAIL THIS SHEET EQUIVALENT) { }(75VMOUNT TO ADJUST VERTICAL UNTIL A WRITTEN AGREEMENT IS FULLY ALARCHITECT OF RECORD WALL BLOCKING DETAIL _ HEIGHT OF MENU AS NEEDED EXECUTED BY BOTH PARTIES. #6CT.X11/4"(30MM)MTUWD DDR-REFER TO ARCHITECT OF RECORD WALL BLOCKING DETAIL — — — 7'-10" METAL FRAME X OR EQUIVALENT NDR-REFER TO WALL BLOCKING DETAIL THIS SHEET METAL STUD WALLS REQUIRE MIN.2"X6" ' TOP OF CABINET CMU MIN.5/16"X3"(8MMX75MM) SPACE PER DETAIL THIS SHEET (50MMX150MM)WOOD BLOCKING SECURED TAPCON OR EQUIVALENT FLUSH TO STUD FACE WITH MIN.(3)#6 CT. 1.25 MIN.1/4"X3"(7MMX75MM) MENU BOARDS ARE HINGED TO GENERAL CONTRACTOR TO NCT SLEEVE ANCHOR OR EQUIVALENT SPACE PER DETAIL THIS SHEET (30MM)SCREWS(OR EQUIVALENT) ALLOW ACCESS TO CABINET ATTACH CHAIR RAIL WITH BLACK, BRICK MIN.14"X1"(7MMX25MM) SPACE PER DETAIL THIS SHEET SHELVES BEHIND WEDGE ANCHOR OR EQUIVALENT AVOID SETTING ANCHORS IN MORTAR JOINTS COUNTERSUNK FASTENERS 2 VERIFY IN-WALL BLOCKING OR ' > VARIES <><< >«<:<>> _ I-5001 FLE*QLEQ ENSURE SOLID ATTACHMENT OFEQ EQ EQ EQ EQ (6)FASTENERS EVENLY SPACED 3"(75MM)MINIMUM. CLEAT TO WALL AT EACH STUD GC TO PROVIDE NEW CHAIR RAIL, ACROSS OPENING(TYPICAL AT ALL CABINETS) I I IATTACH PLASTIC MENU STOPS FINISH: MT0011CENTER FASTENERS VERTICALLY — — — — —5'-6"AFF_ TO CABINET VERTICAL EDGES to CENTER FASTENERS VERTICALLY ON WALL CLEAT ON WALL CLEAT SOLIDLY BOTTOM OF MENU (SUPPLIED BY CASEWORKVENDOR) - - ATI — SOLIDLY ATTACHED TO WALL.SEE"WALL TYPE ATTACHED TO WALL.SEE FASTENER SCHEDULE"FOR SPECIFICATION. SCHEDULE"WALL TYPE FASTENER G.C.TO COORDINATE MENU ,,yam eft t f tlmcl,v<S 1V A_ ----- ----- ADJUSTABLE SHELF(IF APPLICABLE) ------ SCHEDULE"FOR SPECIFICATIONS. BOARD SWING. SIMILAR FASTENERS AT EACH STUD LOCATION 1" DOUBLE HEIGHT STORAGE ACROSS OPENING(TYPICAL AT ALL CABINETS) -N CABINET AT BACK BAR WALL VINYL WAINSCOT — 1"X4"(25MM X 100MM) ' > METAL TRIM TO BE PAINTED - _, ._, ._ .,_., .,_ __ FURRING STRIP OR EQUIVALENT SEE ELEVATION ... 'CI 5 CHAIR RAIL UPPER CABINET ATTACHMENT7 MENU MOUTING HEIGHT SECTION i'-0" Scale: 1"=1'-0" sale: 314"=1'-0" IIA- -u-' VINYL WAINSCOT GYPSUM WALL BOARD WALL COVERING Revision Schedule Q CEMENTITIOUS BOARDSCHLUTER-JOLLY _ Rev Date By Description z l GYPSUM WALL BOARD ALLUMINUM WALL TILE 3'-0"TOP OF CHAIR RAIL FINISHING EDGE.(A125AK) OIL >. WALL TILE 1 — CEMENTITIOUS BOARD ALUMNIUM SK(SATIN _ FINISH:COLOR COATED CE ( ( BRONZE A UMINUM) cr GROUT WALL TILE °? GROUT,TYP. L I-5001 3/8"(12MM)"L"SHAPED METAL TRIM 1/2 OFFSET(BRICK) s 06� - a a C >c GC TO PROVIDE NEW CHAIR RAIL. SOLID SURFACE BACKSPLASH I","I w BACK BAR WALL TILE,TYP. z Q r- OPEN AREA BEHIND SOLID SURFACE M�M {C j SUBSTRATE,TYP. W �" GROUT 7 ` Q c (WHIERE OCCURS)STANLESS STEEL BAGKSPLASH W r _T L1J Q ('00 s WALL TILE ABOVE SS BACKSPLASH WALL TILE ABOVE SST BACKSPLASH TILE EDGE DETAIL BACK BAR WALL TILE PATTERN E _Cf U o Scale: 3"=1'-0" 9 : 3"=1'-0" V scats: NTS � � scale: 1 1/2"=V-0" Z �} Q CC) s VINYL WAINSCOT a SEE ELEVATIONS Q L C (E)STOREFRONT DOOR Store#: 24162 C AND ADA THRESHOLD uCHAIR RAIL ABOVE a BUTT JOINT ALL Project#: 14-107 C OUTSIDE CHAIR RAIL GC TO PROVIDE NOW CORNERS,GRIND (N)WALK OFF MAT Concept: NCS L SCREW BASED STEEL FLAT BAR TO C ADHESIVE �� ------------ ELIMINATE SHARP CASEWORK 3t8" 10MM METAL Palette: y. EDGE OR SIMILAR FOR Issue Date: 10!29!14 -C METAUALUMINUM �r.- w f EDGES ( } Q CORNER GUARD. GC a , =•�, ( CONFIRM PRODUCTI 6"BASE DESIGN INTENT. SLIDE Design Manager: Ashley Blanton _ L WITH C.M.+D.M. I METAL LEG UNDER v FINISH: MT0011 ' * MAT.CLIP LEG EDGE AS LEED®AP: Renee Strand _ I GYPSUM WALL BOARD 1/4"(7mm)SHIM IF REQ. CURVE.NEEDED TO FIT A Production Designer: Catharine Ten Broeck I FLOORING Checked by: Renee Strand FLOOR TILE BASE(PER FLOOR I FINISH PLAN) y GYPSUM WALL BOARD Sheet Title: wt d (E)WALL STRUCTURE DESIGN DETAILS C\ ( I d 1/4" aC C1% Scale: As indicated c� d VINYL WAINSCOT AND CHAIR RAIL CORNER TRIM PLAN DETAIL CHAIR RAIL CORNER PLAN DETAIL TILE BASE AT CASEWORK TRANSITION - TILE TO WALK OFF MAT c� - - - - �5) Sheet Number: Cr • sale: 3"=V-0' scale: 6' - 1'-0 Scale: 6 = 1-0 sale: 3' =1-0 scale: 3"= V-0" C ' r -500 y DRAIN LINE FROM SINK TO WASTE LINE IN WALL OR FLOOR DRAIN ** HOT AND COLD WATER FOR SINK FAUCET BACK WALL 1 INDIRECT DRAIN LINE FROM SANITIZER TO NEAREST FLOOR T DRAIN OR MOP SINK. HOT WATER FOR SANITIZER WITH STARBUCKS COFFEE SHUT-OFF UNDER SINKAT 18" (460MM)AFF. LINE LENGTH MUST COMPANY ALLOW EASE OF MOVEMENT. 2401 UTAH AVENUE SOUTH SEE PLUMBING PLAN FOR FINAL SEATTLE, WASHINGTON FOR SECURITY ON 98134 DUPLEX RECEPTACLE FLOOR DRAIN LOCATION. PANEL ( 6) FLOOR DRAIN OPTIONAL. AT 92"SECURITY M)AFF JUNCTION BOX FOR THESE DRAWINGS AND SPECIFICATIONS CEILING AT TELECOMMUNICATION TION WIRING ARE CONFIDENTIAL AND SHALL REMAIN THE Plan View 11-01, V-01. SOLE PROPERTY OF STARBUCKS CORPORATION. THEY SHALL NOT BE f QUADPLEX RECEPTACLE JUNCTION BOX FOR SECURITY REPRODUCED(IN WHOLE OR IN PART), FOR SECURITY CAMERA SHARED WITH THIRD PARTIES OR USED IN PANEL O B (2340MM)S)AFF AND POWER SUPPLIES AT 15"(3L AT 9 OVER FROM ANY MANNER ON OTHER PROJECTS OR -- - 92"(2340MM)AFF ADJACENT BOX EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF JUNCTION BOX FOR HIGH STARBUCKS CORPORATION. THESE DUPLEX RECEPTACLE SPEED INTERNET AND 1 FOR WIFI AT 88" TELECOMMUNICATION AT 92" DRAWINGS AND SPECIFICATIONS ARE I 1 (2285MM)AFF - (2340MM)AFF EDT EXDESIGN IN FOR A PROTOTYPICCALAL STARBUCKS STORE WIRE RACK 1AMP = JUNCTION BOX FOR RELAY LINE (WHICH IS SUBJECT TO CHANGE AT rriPANEL AT 92"(2340MM)AFF ll ANYTIME)AND DO NOT REFLECT ACTUAL MUSIC SYSTEM o ❑ SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO DUPLEX RECEPTACLE THE OTHER(EXCEPT AS STATED ABOVE) 1 FOR SECURITY AT 48" UNTIL A WRITTEN AGREEMENT IS FULLY (1220MM)AFF LAN HUB AND MODEM EXECUTED BY BOTH PARTIES. VENTING CLEARANCE FOR —►I ,r COMPARTMENT SINK ICE MACHINE AS REQUIRED 1 ( r 1 DUPLEX RECEPTACLE FOR MUSIC SYSTEM AT SANITIZER Q o FOR MONITOR i 48"(1220MM)AFF SECURITY RECORDER I ( DEDICATED DUPLEX ICE MACHINE —�D RECEPTACLES r 1 I FOR WORKSTATION AT 42" DEDICATED DUPLEX (1070MM)AFF t4 NOTE: RECEPTACLES FOR WORK- 1 / FOR COORDINATION ONLY. SEE STATION AT 42"(1070MM)AFF KEEP CLEAR AT BACKWALL 1 / FURNITURE, FIXTURES,AND MONEY COUNTER SYSTEM,TO BE INSTALLED FOR CHEMICAL DISPENSING I _^_ I \ I EQUIPMENT PLAN FOR ® MANAGER'S CPU - I �I BY SYSTEM VENDOR. REFER EQUIPMENT LOCATIONS. REFER /� TO POSTED INSTALLATION TO ITEM SPECIFICATIONS FOR PC MONITOR PRINTERS'#'�_�i ''$ MORE INFORMATION. GUIDELINES FOR MORE 1 I II \� I 2-LINE PHONE INFORMATION. 1 I / 1 JUNCTION BOX FOR LAN JUNCTION BOX FOR 1 PHONE JACKS AT 12" JUNCTION BOX FOR POS PHONE (305MM)AFF QUADPLEX CONVENIENCE RECEPTACLE AT 12" (305MM)AFF 84"X24"(2130MMX610MM)PAINTED Elevation View PLYWOOD BACKER BOARD - a , SANITIZING (GENERIC) - PLUMBING MANAGERS W(JRKSTAT[ON - ELECTRICAL Rscale: 3/4"=V-Q" S U of Revision Schedule i Rev Date By Description s c a Q C' k BACKWALL C 06 RECEPTACLE FOR !' REFRIGERATOR - BACKWALL AND/OR FREEZER BACKWALL ---- W c AT$4"(2135MM)AFF o- _ 0 z z –n :�T I RECEPTACLE FOR FILTERED COLD WATER J co a I I BACKWALL ICE MACHINE ATFOR ICE MACHINE WATER FILTERATION M V.; I MM 72"(1830MM)AFF SYSTEM PER W �•.• N « I PLUMBING DWGS Z >. Q (� cA INDIRECT DRAIN LINE FROM ICE MACHINE TO Q RECEPTACLE FOR SANITIZER Z Q I 1 ( ( FLOOR DRAIN AT 3- � O AT 18"(460MM}AFF a ( I \ I I COMP SINK WIRE RACK = � o E (DU) � U z Q LO MOP HOLDER 4? . : ...�" 00 {� REFRIGERATOR/FREEZER - ELECTRICAL VS-11e: NITIZING WORKSTATION - ELECTRICAL ICE MACHINE - ELECTRICAL ICE MACHINE - PLUMBING scale: 314"=1'-0" 314"=1'-0" 3/4"=T-0" N FAUCET Store #: 24162 C uProject#: 14-107 Concept: NCS L o 0 C Palette: - RUBBER CAULK HOSE CLIP Issue Date: 10!29/14 a a Design Manager: Ashley Blanton i TUB 7 LEED®AP: Renee Strand a U 1-5002 oProduction Desi Catharine Ten Broeck L GYPSUM WALL BOARD FRP ENGLOBED Checked bY:Designer: Renee Strand FIBERGLASS MOP SINK REINFORCED PLASTIC Sheet Title: c CASEWORK DETAILS HOT WATER . C HEATER PER y PLUMBING DWGS Scale: As indicated _ d 7�S.ie P AT MOP SINK 8 MOP SINK - PLUMBING CSheet Number: "= 1'-0" scale: 3/4"=1'-0" -51002 AAW NOTE: 1"-4" n STATION INTENDED TO SHARE SAME FLOOR 011 TOE KICK(BELOW) SINKAS BACKBAR. SEE PLUMBING PLAN FOR 001 SHARED LOCATION. 101-91, 7 1/2" I=____---_=i 3'-2" 2'-1" 4'-0" RECEPTACLE FOR — — — — GRINDER/SCALE AT (I ( 26"(660MM)AFF I DIRECT DRAIN LINE FROM 'I RECEPTACLEAND SINK. ROUGH-IN SINKWASTE -- — DATA JUNCTION BOX r""'—'--------'— I STUB AT 15 1/2"(394MM)AFF C% r— ( I FOR SAFE AT 18" 1 COUNTERTOP(ABOVE) TIM I AND CENTERLINE OF SINK LEGS(BELOW) I I I I I I (460MM)AFF I I I I INDIRECT AND I ``~— RECEPTACLE FOR BREWER AT 26" I TEMPERED HOT AND COLD INSULATED DRAIN LINE Ij I I jl STARBUCKS COFFEE CJI WATER FOR SINK FAUCET AT b I I II 20 1/2"(520MM)AFF. SHUT- FROM ICE BIN TO — — — — d -�1 (660MM)AFF COMPANY OFF VALVES AT WALL AND 4" FLOOR SINK ( I 2401 UTAH AVENUE SOUTH (102MM)EITHER SIDE OF ( I WASTE LINE I ( QUADPLEX RECEPTACLE SEATTLE, WASHINGTON 98134 FOR COFFEE WARMER AT 26"(660MM)AFF {206} 318-1575 L L--------------------------------------------------------J THESE DRAWINGS AND SPECIFICATIONS 1 ADD 16 - PLUMBING 2 ADD 18 - PLUMBING 3 ADD 25 - ELECTRICAL ARE CONFIDENTIAL AND SHALL REMAIN THE scale: 3/4"= 1'-0" scale: 314"=1'-0" scae: 3/4"= 1'-0" ELECTRICAL COMPONENTS SOLE PROPERTY OF STARBUCKS CORPORATION. THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN 2'-2" 3" 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 rj I FILTERED COLD WATER SUPPLY FOR A PROTOTYPICAL STARBUCKS STORE I FOR ESPRESSO MACHINE (WHICH IS SUBJECT TO CHANGE AT I ANYTIME)AND DO NOT REFLECT ACTUAL I RECEPTACLE FOR ESPRESSO I SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO MACHINE AT 26"(660MM)AFF INDIRECT DRAIN LINE FROM THE OTHER(EXCEPT AS STATED ABOVE) ESPRESSO MACHINE TO FLOOR SINK _ UNTIL A WRITTEN AGREEMENT IS FULLY I `'1 1 1 EXECUTED BY BOTH PARTIES. RECEPTACLE FOR UNDERCOUNTER I l`� 1 I REFRIGERATOR AT 26"(660MM)AFF 61 if --- I 1 - I 1 I � I J ' NOTE: / STATION INTENDED TO SHARE SAME FLOOR SINK AS BACKBAR. SEE PLUMBING PLAN FOR SHARED 1: LOCATION. PLAN VIEW 4 ADD 35 - ELECTRICAL 5 ADD 35 - PLUMBING BREW 11 - ELECTRICAL scale: 3/4"=V-0" scale: 3/4"=V-0" scale: 3/4"=V-0" .k 7'-0 1/2" ' vlmn 700, 31-9" 101, RECEPTACLE AND DATA JUNCTION BOX ; g �s ' FOR CUP LABELER AT 26"(660MM)AFF er. 101-91, I (_ © 2'- 10 1/2" C I OPTIONAL CUP LABELER DIRECT DRAIN LINE FROM Revision Schedule a ,d I I I SINK. ROUGH-IN SINK Rev Date By Description 1 _ I I — WASTE STUB AT 15 1/2" 2 '� I I �`N r, (394MM)AFF AND R REFRIGERATOR AT 26p(660MM)AFF O O 0 I I II QCENTERLINE OF SINK X N u I _. « o — — — — — — —'— — ( L HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2"(520MM) L ` — I RECEPTACLE FOR UNDERCOUNTER AFF.SHUT-OFF VALVES AT REFRIGERATOR AT 26"(660MM)AFF WALL AND 4"(102MM)EITHER Q \ 1 I SIDE OF WASTE LINE 06 C oo , / I FILTERED COLD WATER �.r/ W W > I SUPPLY FOR BREWER WITH 7 z _ \ / SHUT-OFF IN CABINET AT 1.� L CL 24"(610MM)AFF < J co V , .. RECEPTACLE(S) FOR BLENDER M � ' (S)AT 26"(660MM)AFF J N - - - - - - ? �.,. pti Q rn y CBS 05 - ELECTRICAL T3/4" EW 11 - PLUMBING8 77 < _ T scare: 314"=1'_0" =1'-0" coo a 0) fy = � o Cf. ICU (.'DWU) 7'-0 1/2" Z r 6'-0 1/2" INDIRECT DRAIN LINE FROM DRAIN BOARD TO Q FLOOR SINK d? ."'�'00, co O U'1 Q CL C' C HOT AND COLD WATER FOR SINK FAUCET AT 201/2" I (520MM)AFF. SHUT-OFF VALVES AT WALL AND 4" 3 -5 3/4"" LO Store#; 24162 _ ` i 1 (102MM) EITHER SIDE OF WASTE LINE le LolProject#: 14-107 C I I RECEPTACLE FOR WARMING OVEN AT 26"(660MM)AFF Concept: NCS Palette: r 4- 4., COLD WATER SUPPLY FOR PITCHER RINSER I IL _ I I tl) (I) DATA JUNCTION BOX FOR Issue Date: 10/29/14 �j N C" 0 w CUP I I AFF LABELER AT 26'(660MM) Design Manager: Ashley Blanton ,. INDIRECT DRAIN LINE FROM SINK TO FLOOR SINK I v - - - - - - DOUBLE DUPLEX RECEPTACLE LEED®AP: Renee Strand N FOR REFRIGERATOR AND CUP L _ — J LEGS(BELOW) I I LABELER AT 26"(660MM)AFF Production Designer: Catharine Ten Broeck OPTIONAL CUP LABELER Checked by: Renee Strand I SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION ( ) RECEPTACLE FOR Sheet Title: \ AND TYPEOVEN WARMING )AFF CASEWORK DETAILS 26"(660MM)AFF INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN N — — — — — — TO FLOOR SINK Scale: 3/4"= 1'4" N rf- CBS 05 - PLUMBING WARMING 06 - ELECTRICAL Nl� 1 Sheet Number: 0') Scale: 3/4"=V-0" scale: 3/4"=V-0" N Ca 1-5003 4" 4" 4" 1'- 11" -- COUNTERTOP(ABOVE) 3'-5 1/2" 2'-4" _ BOX BASE `------ Tlt- - - - -� i r_ ---------------- ------------'-- I I j RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AT 26"(660MM)AFF ( t I - COUNTERTOP(ABOVE) ( I I r--- ---� I L--- I I JUNTION BOX FOR PHONE AT 18" I I I I POWER&DATA RECEPTACLES (460MM)AFF ( ( -(2)DEDICATED DOUBLE DUPLEX RECEPTACLE FOR ( ( ( I ( DRIVE THRU MONITOR AND CCTV MONITOR @ 6'-3"(1905MM)AFF (2)DATA JUNCTION BOX @ 6'-3"(1905MM)AFF TM I I 18"X3"(460MMX75MM)STUB-UP I 1 I I PENETRATION AREA. SUPPLY POWER, L-------------- I I DATA,AND PHONE CONDUITS FOR POS, - �� POWER&DATA RECEPTACLES ABOVE COUNTER STARBUCKS COFFEE I L___________`_________---'-- -- - -_j AND POWER CONDUIT FOR PASTRY ELECTRICAL COMPONENTS , I -(2)DEDICATED DUPLEX RECEPTACLE FOR WIRELESS BASE COMPANY CASE. SEE ELECTRICAL DESIGN PLAN \ 1 &SIGNAL PROCESSOR @7'-6"(2285MM)AFF FOR FINAL LOCATION ELECTRICAL COMPONENTS -(2) DATA JUNCTION BOX @ 7'-6"(2285MM)AFF 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 DEDICATED POS DUPLEX RECEPTACLE AT (206) 318-1575 18"(460MM)AFF DOUBLE DUPLEX RECEPTACLE FOR MISC DRIVE-THRU EQUIPMENT AT 18"(660MM)AFF DATA JUNCTION BOX AT 18"(460MM)AFF THESE DRAWINGS AND SPECIFICATIONS DOUBLE DUPLEX RECEPTACLE AND DATA OUTLET FOR DRIVE-THRU ARE CONFIDENTIAL AND SHALL REMAIN THE REGISTER AND EXPEDITOR REGISTER AT 18"(660MM)AFF SOLE PROPERTY OF STARBUCKS DOUBLE DUPLEX RECEPTACLE AT 18" CORPORATION. THEY SHALL NOT BE (460MM)AFF _ - - - REPRODUCED(IN WHOLE OR IN PART), LI SHARED WITH THIRD PARTIES OR USED IN r=====��==______===,�1 -- - ANY MANNER ON OTHER PROJECTS OR I I III III I i - I I EXTENSIONS TO THIS PROJECT WITHOUT I I III I I( I I THE PRIOR WRITTEN CONSENT OF BOX BASE(BELOW) I I STARBUCKS CORPORATION. THESE II III III I I DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT II II Ii li FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT I ANYTIME)AND DO NOT REFLECT ACTUAL II it l_L---__- ---- L-_---�II ----_ --� -JJ I I SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO _ _ _ _ THE OTHER(EXCEPT AS STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY PLAN VIEW ` I EXECUTED BY BOTH PARTIES. PLAN VIEW POS 05 ELECTRICAL POS 35 ELECTRICAL scale: 3/4"= V-0" scaje: 3/4"= 1'-0" ........... I I 1'-6" 7'-10" I E RECEPTACLE FOR INSTANT HOT COUNTERTOP(ABOVE) WATER TAP AT 26"(660MM)AFF INDIRECT LINE FROM (2)CUP LABELERS IN-USE UTENSIL RINSE BELO � ; �� f i ( W);VERIFY .z. SINK TO FLOOR SINK SCOPE r I I (TYP) COUNTERTOP G ' (ABOVE) SEE PLUMBING FOR FINAL 2'-2" \ V-2" V-3" / -01, V-8"FLOOR SINK LOCATION AND TYPE.COORDINATE 40 100 Jf LOCATION WITH SUPPORT jI(II T. Ilj � x TES LEGS(TYP) a __ - L_-- - -qTOE KICK zo - II I ----- �----- I I IL I I J `� -i i TOE KICK tt 7"X3"(180MMX75MM)STUB-UP ( I ( I ( I I I I RECEPTACLE FOR , U} oN II III I 4 II( III I LJ PENETRATION AREA.SEE I I I I L___-_ ----- -J UNDERCOUNTER ule oZPLUMBING PLAN FOR FINAL REFRIGERATOR AT 26 Revision Sched 2) I ( I I I I ( LOCATIONS. INSTALL BALL SHUT- ( j I I I I -- -- _TJ (660MM)AFF Rev Date By Description I I LL_ - - - - LL_ I - - r I II OFF VALVES BETWEEN STUB-UPS ( I I L---------------� ----------------- .,L_—----- �----- --- --- / AND EQUIPMENT I I I I I I - _ _ _ I RECEPTACLE FOR I ESPRESSO NINDIRECT L_____________________ __ -____J I- ( MACHINES AT 26" I FROM ESPRESSO INE I I I I X L______-_ MACHINE TO FLOOR SINK ---------------- F i (660 M)AFF (TYP) ( r _-_-_ - - - - LL - - - - I I 1 RECEPTACLE FOR 71 7=co PLUMBING COMPONENTS INDIRECT AND INSULATED ! L�___ -- INSTANT HOT WATER ------ - "{660MM)AFF DRAIN LINE FROM ICE BIN ( i _ r------ ---- TAP AT 26 06 70 FLOOR SINK i I (D W W ---� JRECEPTACLE AND(2) z z c J HOT AND COLD WATER ELECTRICAL COMPONENTS SUPPLY FOR PITCHERDATA JUNCTION BOX r (� RINSER FAUCET(TYP) AT 26"(660MM)AFF ?- (V to FOR CUP LABELER C0 06 COLD WATER SUPPLY RECEPTACLE FOR Z Q) FOR METERED SPOON ESPRESSO UJQ � RINSER FAUCET(TYP) MACHINES AT 26" Nz66X3'n(5 OMMX75MM) dj N FILTERED COLD O WATER SUPPLY FOR = Q STUB-UP PENETRATION E n r) C7 INSTANT HOT WATER `.J V,J (n TAP(TYP) AREA FOR POWER AND ca ca Y DATA.SEE ELECTRICAL r�r� 0 I PLAN FOR FINAL o V �' FILTERED COLD WATER I I LOCATION 00 cc I1 SUPPLY FOR WATER TOWER 1 L t/1 to � 1 FAUCET(TYP) 11 d VJ CO 1 I I I FLOOR SINK(BELOW) I1 O I / I 11 C i t I I I j i I I Store #: 24162 V I I I i j l Project#: 14-107 I TOE KICK(BELOW) I I 1 � c_ it ( l I f II 11 I 1 i I i I II I I - I( I( L___.J I, Concept: NCS II �____- I1 �____-- Palette: Issue Date: 10/29/14 , I I J r'' I I , I I i p FILTERED COLD WATER 0 I( Design Manager: Ashley Blanton U I I I I I SUPPLY FOR ESPRESSO I, I I I II� I II I III I, LEEDR�AP: Renee Strand I MACHINE(TYP) 1 � I I ( III II I I I III II I -- J I I I I - Production Designer: Catharine Ten Broeck LL_ - - I =_--__---=--) II _ ,r �� - - - Ir --_ SUBSTRATE(MOISTURE ..--� EQUIPMENT CLEARANCE WALL SUBSTRATE CONTINUES RESISTANT FLOOR) /� PAST STEEL EDGE AT SIM. FRP,SEE WALL FINISH PLAN BACKWALL FINISHED VT — FRAMING TO STRUCTURE I 1 SURFACE I I WALL FRAMING. SEE FLOOR I I ( I ABOVE. SEE FLOOR PLAN PLAN FOR WALL CONSTRUCTION I I I I I I I WALL FRAMING. SEE FOR WALL CONSTRUCTION. FLOOR PLAN FOR WALL II II i I `~— HOT ROLLED STEEL ( I WOOD CLADDING BY CASEWORK I I ( I CONSTRUCTION MANUFACTURER. MATERIAL I ( I I (MT0011) I I SUBSTRATE(MOISTURE I I THICKNESS VARIES.SEE I I I I RESISTANT ADJACENT FLOOR) HOT ROLLED STEEL(MT0011) -- I I CASEWORK FINISH SCHEDULE. WOOD CLADDING BY I i I I I STARBUCKS COFFEE — WOOD CLADDING BY CASEWORK MANUFACTURER. I I I ( WOOD CLADDING BY CASEWORK i HOT ROLLED STEEL (MT0011) I I L.--- _ ----.JJilt MANUFACTURER. MATERIAL COMPANY CASEWORK MANUFACTUER. MATERIAL THICKNESS VARIES. ANGLE TRIM AT CORNER (I I = THICKNESS VARIES,TYP.SEE MATERIAL THICKNESS VARIES. SEE CASEWORK FINISH I h —_—_ � r CASEWORK FINISH SCHEDULE. 2401 UTAH AVENUE SOUTH SEE CASEWORK FINISH SCHEDULE. �= 1" SEATTLE WASHINGTON 98134 SCHEDULE. 1" 1" 1le CLEAR OPENING HOT ROLLED STEEL (206) 318-1575 SUBSTRATE WALL FRAMING. SEE CLEAR OPENING (MT0011)EDGE FLOOR PLAN FOR WALL 100 PACKAGED FOOD CONSTRUCTIONPACKAGED CABINET HOT ROLLED STEEL THESE DRAWINGS AND SPECIFICATIONS . WALL FRAMING. SEE FOOD CABINET FLOOR PLAN FOR WALL (MT0011)ANGLE AT ARE CONFIDENTIAL AND SHALL REMAIN THE CONSTRUCTION. OPENING,TYP. SOLE PROPERTY OF STARBUCKS SUBSTRATE NOTE: USE ADHESIVE ATTACHMENT NOTE: USE ADHESIVE CORPORATION. THEY SHALL NOT BE ATTACHMENT FOR STEEL REPRODUCED(IN WHOLE OR IN PART), FOR STEEL CORNER GUARDS CORNER GUARDS SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT (:�tC-,,LADDING AT CEILING (��s LADDING AT FINISHED WALL CLADDING CORNER CONDITION CLADDING AT WALL CORNER AND CHILL CASE OPENING THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE 3"=1'-0" e: 3"=1'-0" scd�e: 3"= 1'-0" scale: 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 7'-3 3/4" SITE CONDITIONS. NEITHER PARTY SHALL If HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT AS STATED ABOVE) 1 UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. I-saa5 FRONT FINISH PANEL ABOVE CHILL CASE OPENING ------------ ;... b r— I I I UPRIGHT FOOD CASE14 iy`i;Y 11-91/411 53/41 3'-9 1/4" HOT ROLLED STEEL (MT0011)ANGLE TRIM FRAMING TO STRUCTURE CLEAR FINISHED CLEAR FINISHED OPENING AND OPENING REMOVABLE PANEL BELOW a :, �� vst :#,,a_ NOTE: USE ADHESIVE ATTACHMENT ABOVE.SEE FLOOR PLAN FOR WALL + FOR STEEL CORNER GUARDS CONSTRUCTION. 1„ 5 1" I-5005 a CLADDING AT TOP OF CHILLED CASE OPENINGAll _______ ro, z z I \ / I \ i z w # =r �wK �n HOT ROLLED STEEL v p o 1 \ / I \� �� tt 0-0 � V- 4(MT0011)TRIM WALL FRAMING. SEE 00 I PACKAGED I OPENING AT 00 OPENING AT 0 a —� FLOOR PLAN FOR WALL _U- I I UPRIGHT FOOD ^ w U- up c ( M V)0 I FOOD CABINET I /CASE\ io cn~ Ix I ___ CONSTRUCTION. Q SUBSTRATE iZ 0 I j \\ ( /� \\ LL of Rev Date Revision Schedule escription Z REMOVABLE PANEL PROVIDED WITH ¢U I / \ I �� / \ I /� \♦ o!a- SUBSTRATE UPRIGHT FOOD CASE SHOWN FOR w< I / \ I �� 6 \\ i REFERENCE ONLY. GENERAL CONTRACTOR TO ATTACH FINISH WALL FRAMING. SEE U s PANEL TO REMOVABLE PANEL. END OF FLOOR PLAN FOR WALL U. SUBSTRATE CONSTRUCTION. iL---————- °L —1 L I r REMOVABLE FINISH a ! UPRIGHT FOOD CASE I PANEL _ 06 EQUIPMENT "'��✓✓ (r I I -----_—_—_ ( AIRFLOW VENT CO) �n I ! r i 1 5 1-5005 (BEYOND) `-9 �.r/ LV LJ I I L z I 1-5005 I _ — U.1 M C I HOT ROLLED STEEL I I `)— CV r (MT0011)TRIM ! d c I I 1 21/4" 421/4" -r W -C I PACKAGED I I s REMOVABLE PANEL AT CHILLED CASE I i FOOD CABINET CWC - Wall Elevation E _ p ZC� U) cn � Y CASEWORK t1 s:.we: 1 1/2"=1'-0" � i VENDOR ( I � scale: 314"=1'-0" � Lo oo asI ! I I a (n U) d7 �— a I I UI I I UPRIGHT FOOD CASE 1 I Store#: 24162 WOOD CLADDING BY CASEWORK I 1 I i UPRIGHT FOOD -C/ MANUFACTURER. MATERIAL THICKNESS I I I C VARIES. SEE CASEWORK FINISH I I I I SE SEE SCHEDULE A Project#: 14-107 SCHEDULE. _ _ ( 1 ( Concept: NCS ! ___---__1 2 , REMOVABLE FRONT palette: L SUBSTRATE(MOISTURE r, �_ —� ( I-5005 ---------- PANEL BY CASEWORK C RESISTANT) L--- , ---- I n--------- fl ' i - i i-- I I Issue Date: 10/29/14 _— I I MANUFACTURER TORE ' I iv I I I I Design Manager: Ashley Blanton BASE BOX .,. v 6 I IFRAMING LEED@!I I I WALL FRAMING.SEE R a I-5005 I AP: Renee Strand v HOT ROLLED STEEL , FLOOR PLAN FOR WALL I ( I cv I I I I 1! I CONSTRUCTION Production Designer: Catharine Ten Broeck (MT0011) ( I SUBSTRATE I I II I t- I (MOISTURE —- —_— _ - — _ —_ _ STEEL EDGE Checked by: Renee Strand TILE BASE ! I RESISTANT 3 I! I I I I fD I I ADJACENT FLOOR) I-5005 i I I (I I ------ --- --,_— Sheet Title: ! I TILE BASE - - CHILLED WALL CASE CC L DETAILS 6C 8 _ 10 4 9 Scale: As indicated C\ 1-5005 1-5005 1-5005 1-5005 WOOD CLADDING BY d CASEWORK CLADDING AT BASE Vs-le: ECTION AT CHILLED WALL CASE WS.1e: ECTION AT PACKAGED FOOD CABINET CWC - WALL PLAN MANUFACTURER CIN Sheet Number: CY scale: 3"= 1-0 1"= 1'-0" 3/4"= 1'-0" 7" 1'-9 1/4" 5 3/4" 3'-9 1/4" 5 1/2" 1-5005 QUALITY ASSURANCE PLAN SUSPENDED CEILING NOTES SEE STRUCTURAL FOR ALL REQUIRED GELLING CONNECTION INFORMATION. 'SEE STRUCTURAL FOR ADDTIONAL SEISMIC REQUIREMENTS AND CEILING DETAILS. as $ GENERAL RECOMMENDATIONS _B.O.A.C.T.CAFE CEILING •WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO 9' 6"AFF •REFERENCED SOURCES PER HIERARCHY:2009 IBC SPREADER BARS, STRUCT. - (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS(ASTM C .SPREADER BARS ARE NOT REQUIRED IFA 90 NEW ACT 635,ASTM C 636,ASTM ALL WIRE TIES TO BE DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 E 580/E 580M),AMERICAN SOCIETY OF CIVIL ENGINEERS THREE TIGHT TURNS (ASCE 7-05)AND CEILINGS INCHES OF THE PERIMETER WALL. AROUND ITSELF WITHIN AND INTERIOR SYSTEMS CONSTRUCTION 3/4"EMT NOTE: USE EMT 3 INCHES.TWELVE •WHERE SUBSTANTIATING DOCUMENTATION HAS (ELECTRICAL METALIC ° B. — BAR SOFFIT ASSOCIATION(CISCA). 4'-0 C/C —► GAGE HANGER WIRE BEEN PROVIDED TO THE LOCAL JURISDICTION, TUBING)AS SHOWN IF — — — — 8'-8"AFF SPACED 4 FEET ON PERIMETER CLIPS MAY BE USED TO SATISFY THE p /^► �+ REQUIRED BY CISCA- A. ° _ B.O. BAR SOFFIT 8 M CENTER, OR 10 GAGE PARTITIONS THAT ARE TIED TO THE CEILING AND ALL REQUIREMENTS FOR SPREADER BARS. STARBUCKS COFFEE HANGER ZONE 3-4 — — 8'-6"AFF WIRE SPACED 5 FEET PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL WIRE IN 3/4"MIN. ' ON CENTER. BE LATERALLY BRACED TO THE STRUCTURE. GENERAL RECOMMENDATIONS: CONT. COMPANY TUBE NOTE: FOR ACTUAL BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. 2401 UTAH AVENUE SOUTH DETAILS REFER TO ih HANGER(SUSPENSION)WIRES ANGLE CISCA-ZONE 3-4 NEW GYPSUM BOARD SOFFIT ON SEATTLE, WASHINGTON 98134 BRACKETS METAL FRAMING. SEE STRUCTURAL • FOR FURTHER INFORMATION ON BRACING OF NOW .HANGER AND PERIMETER WIRES MUST BE PLUMB 2Q FOR ADDTIONAL INFORMATION. LOAD BEARING PARTITIONS REFER TO NWCB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE 6) 31$-1575 TECHNICAL DOCUMENT#200-501. PROVIDED(FIGURE 5B). i�§OFFIT DETAIL THESE DRAWINGS AND SPECIFICATIONS MAIN TEE •ALL MAIN BEAMS ARE TO BE HEAVY DUTY(HD). •HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 ARE CONFIDENTIAL AND SHALL REMAIN THE 1/2"EMT scare: 1 1/2"= I 1-01, •ALL GROSS TEES SHALL BE CAPABLE OF CARRYING FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON SOLE PROPERTY OF STARBUCKS CORPO ON. THEY SHALL NOT BE 1!2"EMT 2"MIN THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION CENTER. REPRODUCED( IN WHOLE OR IN PART}, EQUAL TO 1/360 OF ITS SPAN. #12 HANGER 1 •ANY CONNECTION DEVICE AT THE SUPPORTING SHARED WITH THIRD PARTIES OR USED IN WIRE @ 4'O.C. DRILL-IN EXPANSION ANCHOR _t L I l •THESE RECOMMENDATIONS ARE INTENDED FOR CONSTRUCTION SHALL BE CAPABLE OF CARRYING ANY MANNER ON OTHER PROJECTS OR TIES TO BE kill SPREADER BAR OR OTHER SUSPENDED CEILINGS INCLUDING GRID, PANEL OR NOT LESS THAN 100 POUNDS. EXTENSIONS TO THIS PROJECT WITHOUT 3 TIGHT TURNS WALL SUITABLE SYSTEM REQ'D TO KEEP TILE, LIGHT FIXTURES AND AIR THE PRIOR WRITTEN CONSENT OF AROUND i L STRUCTURAL CONCRETE PERIMETER COMPONENTS FROM TERMINALS WEIGHING NO MORE THE 4 LBS. PER •POWDER-DRIVEN SHOT-IN ANCHORS(PAFS)ARE AN STARBUCKS CORPORATION. THESE ITSELF WITH 3" SPREADING APART @ UNATTAHCED SQUARE FOOT. APPROVED METHOD OF ATTACHMENT FOR HANGER DRAWINGS AND SPECIFICATIONS ARE WALL MOLDING WIRES. INTENDED TO EXPRESS DESIGN INTENT PIN THRU •ALL WIRE TIES ARE TO BE THREE TIGHT TURNS FOR A PROTOTYPICAL STARBUCKS STORE HANGER STEEL STRAP 1"WIDE X •AROUND ITSELF WITHIN THREE INCHES.TWELVE TERMINAL ENDS OF EACH MAIN BEAM AND CROSS (WHICH IS SUBJECT TO CHANGE AT 2"LONG X 12 GAGE MIN. TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH ANYTIME)AND DO NOT REFLECT ACTUAL HOLE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER. WALL WITH A PERIMETER WIRE. SITE CONDITIONS. NEITHER PARTY SHALL NOTCH •NOTE: ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE •CHANGES IN CEILING PLANES WILL REQUIRE HAVE ANY OBLIGATION NOR LIABILITY TO 3 TURNS WALL MOLDING,(ATTACHED TO TWO ADJACENT WALLS VIA POP RIVETS POSITIVE BRACING. •WIRES SHALL NOT ATTACH TO OR BEND AROUND THE OTHER(EXCEPT AS STATED ABOVE) MAIN OR APPROVED METHOD)THE OTHER END SHALL HAVE A MIN 3/4 INCH INTERFERING MATERIAL OR EQUIPMENT.A TRAPEZE UNTIL A WRITTEN AGREEMENT IS FULLY HANGER SPLAYED SEISMIC BRACING WIRE CLEARANCE FROM THE WALL AND FREE TO SLIDE, LATERAL FORCE BRACING OR EQUIVALENT DEVICE SHALL BE USED WHERE EXECUTED BY BOTH PARTIES. OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. •CEILINGS CONSTRUCTED OF LATH AND PLASTER OR TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF GYPSUM BOARDS SCREW R NAIL ATTACHED T BACK-TO-BACK 1. INCH C O C O COLD-ROLLED CHANNELS FOR SPANS EXCEEDING 48 �S.. P HANGER DETAIL PLAYED BRACING ATTACHMENT RCP CEILING DETAIL AT WALL SUSPENDED MEMBERS THAT SUPPORTACEILINGON ONE LEVEL EXTENDING FROM WALL TO WALL SHALL INCHES. .T.S. scale: NTS scale: N.T.S. BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENTS. ELECTRICAL FIXTURES r." " „'`�'W�'' PLUMB 1:6 • LATERAL FORCE BRACING IS THE USE OF VERTICAL •LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS STRUT(COMPRESSION POSTS)AND SPLAY WIRES. SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE.THIS •FOR CEILING AREAS EXCEEDING 1,000 SQUARE FEET, WIRE MAY BE SLACK. 3” HORIZONTAL RESTRAINT OF THE CEILING TO THE t I STRUCTURAL SYSTEM(LATERAL FORCE BRACING) •LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS COMPRESSION STRUT GUIDELINES I { AND LESS THAN 56 LBS. SHALL HAVE TWO 12 GAGE0Pr ' ' _ " # 1 I SHALL BE PROVIDED. WIRES ATTACHED AT OPPOSING CORNERS OF THE COMPRESSION STRUT SIZE MAXIMUM l I •LATERAL FORCE BRACING SHALL BE 12 FEET ON LIGHT FIXTURE TO THE STRUCTURE ABOVE.THESE MIN 45 DEG MIN 45 DEG 1 CENTER(MAXIMUM)AND BEGIN NO FARTHER THAN 6 WIRES MAY BE SLACK. 1/2"DIAMETER CONDUIT(EMT) 5'-10" ANGLE ANGLE I FEET FROM WALLS. 11 •LIGHT FIXTURES WEIGHING MORE THAN 56 LBS.SHALL t) BE SUPPORTED DIRECTLY FROM THE STRUCTURE 3/4"DIAMETER CONDUIT(EMT) T-8" •SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE ABOVE.THESE WIRES MUST BE TAUT. MAX 8" WIRES ATTACHED TO THE MAIN BEAM.WIRES ARE 1"DIAMETER CONDUIT(EMT) 9'-9" < > ARRAYED 90°FROM EACH OTHER AND AT AN ANGLE T i 411MES V V NOT EXCEEDING 45°FROM THE PLANE OF THE CEILING. •PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY t SINGLE 15/8"MTL STUD(20 GAUGE) 12'-0" SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 .•=-- •SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT pr�, WITHOUT USING THE CEILING SUSPENSION SYSTEM BACK TO BACK 1 5/8"MTL STUD(20 GAUGE) 15-0 GRID AND TO THE STRUCTURE IN SUCH A MANNER . -- THAT THEY CAN SUPPORTA DESIGN LOAD OF NOT FOR DIRECT SUPPORT. ---- — ------------------ r SINGLE 2 1/2"X20 GAUGE METAL STUD(I MIN. =0.18") 13'-2" LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD,WITH A SAFETY FACTOR OF 2,WHICHEVER IS •TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 01 •`� ` BACK-TO-BACK 2 1/2"x 20 GAUGE METAL STUD 15'-0" GREATER(FIGURE 6B). '' . '.. f~ SCREWED TOGETHER @ 24"O.C. MECHANICAL SERVICES COU N TE RS LO P I N G U��PENSION WIRE •"POWDER-DRIVEN SHOT-IN-ANCHORS"(PAP'S),WHEN Revision Schedule TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT scale: NTS scale: NUSED FOR SEISMIC APPLICATION AS PART OF THE MORE THAN 56 LBS. MUST HAVE TWO 12 GAGE WIRES Rev Date By Description z PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES CONNECTING THEM TO THE CEILING SYSTEM HANGERS — ' D, E AND F, SHALL HAVE AN ICC-ES APPROVAL FOR OR THE STRUCTURE ABOVE.THESE WIRES MAY BE SEISMIC APPLICATIONS AND SHALL REQUIRE"SPECIAL SLACK. a INSPECTION"IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF V, ANCHORS FOR KICKER WIRES(SPLAYED WIRES •TERMINALS OR SERVICES WEIGHING MORE THAN 56 °Z SLIDING BRACKET INSTALLED FOR PURPOSES OTHER THAN SEISMIC LBS. MUST BE INDEPENDENTLY SUPPORTED DIRECTLY L ATTACHED TO TEE '— RESTRAINT)ARE EXEMPT FROM THIS REQUIREMENT. FROM THE STRUCTURE ABOVE.THESE WIRES MUST VERTICAL COMPRESSION STRUT FLANGE W!#14 X 1/2"HEX BE TAUT. I HEAD SH. MTL.SCREWS. •SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE W a I 2"MAX.FROM BRACING WIRES CONNECTION OF THE VERTICAL STRUT TO SEISMIC SEPARATION JOINTS I TO CROSS TEES SUSPENDED CEILING. •FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, tn� (� 45" MAX.A I 45^ MAX. ACOUSTICAL CEILING TILE A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL V w T - IRIGID BRACING MAY BE USED IN LIEU OF SPLAY PARTITION THAT BREAKS THE CEILING SHALL BE 12 GA HANGER WIRE @ 48"O.C. PROVIDED UNLESS ANALYSES ARE PERFORMED OF z Z WIRES U. I �I MEI!{ I I�{�1�11�11i�i�l�l�1�1�1�1�I lill{�I I �I ) THE CEILINGS BRACING SYSTEM,CLOSURE ANGLES J M •CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO AND PENETRATIONS M C STRUCTURE ARE NOT REQUIRED TO HAVE LATERALTO PROVIDE SUFFICIENT CLEARANCE. ;?- CV FORCE BRACING. •THE LAYOUT AND LOCATION OF THE SEISMIC ` / 0) 45" AX. MAIN RUNNER @ 4'-0"O.C. •VERTICAL STRUTS MUST BE POSITIVELY ATTACHED SEPARATION JOINT SHALL BE PER THE DESIGNER OF W C { 45� AXLIGHTING FIXTURE TRACK RECORD AND NOTED ON THE PLANS. IF A SEISMIC i ATTACHED TO SLIDING TO THE SUSPENSION SYSTEMS AND THE STRUCTURE SEPARATION JOINT IS REQUIRED BY THE DESIGNER, T < (n ABOVE. s ' BRACKET ABOVE ACT W/#12 X 1 1/2" THE DESIGNER MAY USE THE GENERIC JOINT DETAILED PANHEAD SH. MTL SCREW @ 2'-0" n /� n n •THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL IN THIS DOCUMENT N T Q STUDS OR A PROPRIETARY COMPRESSION POST. MOVEMENT GAP DESIGN)SHALL BE A MINIMUM OF. � of CROSS TEE @ 2'-0"O.C. ACT MAIN AND CROSS TEE (D"' O.C. OR A PROPRIETARY JOINT.THE AMOUNT OF FREE V WALL MOLDINGS L 1' OR -0 INCH. O.C.AS SHOWN UN M5 � M Ur s WALL MOLDINGS(PERIMETER CLOSURE ANGLES)ARE . IN LIEU OF SEISMIC SEPARATION JOINTS,THE CEILING o �`•. REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES " Q 3/4" MIN POP RIVET FLANGE WIDE. ONE END OF THE CEILING GRID SHALL BE MAY BE DIVIDED INTO AREAS LESS THAN 2500 SQUARE CL �+/ �✓,+ E FEET BY THE USE OF PARTITIONS OR SOFFITS AS ATTACHED TO THE WALL MOLDING,THE OTHER END TRACK MOUNTING DETAIL SHALL HAVE A. INCH CLEARANCE FROM THE WALL FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 4 RCP DETAIL POP REVIT AND FREE TO INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID Store#: 24162 state: NTS 5 SLIDE. AND SHALL BE INDEPENDENTLY BRACED TO THE scale: NTS STRUCTURE ABOVE. SOFFITS SHALL EXTEND TOA Project#: 14-107 U NOTES: •WHERE SUBSTANTIATING DOCUMENTATION HAS POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF C 1. ALL 24"X48"CEILING LIGHT FIXTURES&24"X24"HVAC AIR REGISTERS SHALL THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED BE SUPPORTED BYA MINIMUM OF(2)HANGERS @ OPPOSITE CORNERS. CEILING BEEN PROVIDED TO THE LOCAL JURISDICTION, AND LATERALLY BRACED TO THE STRUCTURE ABOVE. Concept: NCS SYSTEM SHALL NOT SUPPORT OTHER ITEMS.SEE NOTES PERIMETER CLIPS MAY BE USED TO SATISFY THE REQULREMENTS FOR THE 2-INCH CLOSURE ANGLE. Palette: SHOT-LN ANCHOR 3/4" •OTHER THAN PARTITIONS AND SOFFITS,SEISMIC C 2. ALL INTERIOR WALL&CEILING FINISHES SHALL BE INSTALLED TO CLASS ILL •THE GRID SHALL BE ATTACHED AT TWO ADJACENT JOINTS MAY NOT BE USED AS PART OF A FIRE RATED Issue Date: 10/29/14 a FLAME SPREAD. WALLS(POP RIVETS OR APPROVED METHOD).SOFFITS CEILING ASSEMBLY UNLESS SUBSTANTIATING 5/16"THREADED ROD DOCUMENTATION IS PROVIDED. Design Manager: Ashley Blanton STRCUTURAL CONCRETE EXTENDING TO A POINT AT LEAST LEVEL WITH THE L 3. 45 DEGREE BRACE WIRES&COMPRESSION STUDS ARE TO BE PROVIDED ONLY BOTTOM PLANE OF THE GRID AND INDEPENDENTLY LEED®AP: Renee Strand u IF REQUIRED BY LOCAL BUILDING DEPARTMENT.SEE NOTES. 518 SUPPORTED AND LATERALLY BRACED TO THE SPRINKLERS _ — CEILING CLIP MAX STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT Production Designer: Catharine Ten Broeck 4. COMPRESSION STRUTS : PER GUIDELINES. 5/16"NUT TO WALLS. FOR CEILINGS WITHOUT RIGID BRACING,SPRINKLER �- ATTACH TO MAIN RUNNERS WITH 1 1/4" MACHINE BOLT AND TO STRUCTURE WITH HEAD PENETRATIONS SHALL HAVE A 21NCHOVERSIZE Checked by: Renee Strand 3/16"DIAMETER POWER DRIVEN STUD. COMPRESSION STRUT SHALL NOT10._010SPREADER BARS RING,SLEEVE OR ADAPTER THROUGH THE CEILING REPLACE HANGER WIRE. TRACK •SPREADER(SPACER)BARS SHALL BE USED TO TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH 3 TURNS PREVENT THE ENDS OF THE MAIN BEAMS AND CROSS IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD Sheet Title: ¢ 5. INSTALL ALL SUSPENDED CEILING COMPONENTS TO COMPLY WITH REFERENCED NTS TEES AT PERIMETER WALLS FROM SPREADING OPEN DESIGN THAT CAN ACCOMMODATE1 INCH FREE Q RCP DETAILS CODES IN GENERAL REQUIREMENTS.ASCE 7-05 AND CISCA-ZONE 3-4 DURING A SEISMIC EVENT. PERIMETER WIRES SHALL MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. ccNOT BE IN LIEU OF SPREADER BARS. d ac` VERTICAL HANGER WIRE c1% SECTION •SPREADER BARS ARE NOT REQUIRED AT Scale: As indicated PERIMETERS WHERE RUNNERS ARE ATTACHED NI DIRECTLY TO CLOSURE ANGLES. T CS 1 TBAR SEISMIC REQ. 2 SUSPENDED TRACK MOUNTING DETAIL 3 VERTICAL WIRE ATTACHEMENT Sheet Number: CN Scale: N.T.S. scale: N.T.S. scale: NTS T 1-5010 >at, WALL BASE SCHEDULE-"B" FURNITURE SCHEDULE-"F" SIGNAGE SCHEDULE-"S" DESIGN ID LENGTH DESCRIPTION RESP. COMMENTS DESIGNIDI COUNT I DESCRIPTION RESP. COMMENTS DESIGNIDI COUNT I DESCRIPTION RESP. BULB COMMENTS TILE BASE SIGNAGE-DISK 11403 1274'-7" 1 TILE BASE-BIANCO-6X1 21N 150X305MM 1SB GROUT: MAPEI 09-GRAY X0100 1 CUSTOM COMMUNITY TABLE TOP VD WINDFALL TRG FP-WD0008 WITH 13163 1 SIGN-DISK SF ILLUMINATED FLUSH MOUNTED JVD BLACK EDGE BAND 2'-6"X 8'-6" 1EVOLVED-481N 1220MM T7 X0101 1 401N TUBE STEEL COMMUNITY TABLE BASE VD WINDFALL TBTS-2-40-22,2'-2"X 8'-0" SIGNAGE-DRIVE THRU X0102 1 SIT-HERE BAR TOP VD SYNSOR 14091 1 SIGN-DT DIRECTIONAL EXIT SIGN VD CHAIR ILLUMINATED ARROW SERIES-461N 1170MM DATA DEVICE SCHEDULE-"A' 12149 29 CHAIR-CAFE SLATTED METAL SUITE-BLACK SB 14102 1 SIGN-DRIVE THRU ILLUMINATED ARROW VD DESIGN ID COUNT DESCRIPTION RESP. COMMENTS MT0028 SERIES FLUSH MOUNTED-LH-481N 1220MM STARBUCKS COFFEE AUDIO VISUAL 13366 8 CHAIR-STOOL 241N 610MM INDUSTRIAL- SB 14104 2 SIGN-DT DIRECTIONAL ILLUMINATED ARROW VD COMPANY 10005 1 MUSIC SYSTEM VD ANTIQUE PEWTER AND DISTRESSED DARK I SERIES WITH LOGO-461N 1170MM 10010 2 MONITOR- 151N 380MM VD BROWN PRESSBOARD MT0034 WD0012 14106 1 SIGN-DT CLEARANCE BAR ARROW SERIES VD 2401 UTAH AVENUE SOUTH 10012 1 DT COMMUNICATION SYSTEM VD 13368 22 CHAIR-STOOL 291N 735MM INDUSTRIAL- SB FREESTANDING SEATTLE, WASHINGTON 98134 ANTIQUE PEWTER AND DISTRESSED DARK SIGNAGE-WORDMARK 10076 1 AMPLIFIER- 141N 355MM VD (206) 31$-1575 12336 1 DT TIMER SYSTEM MONITOR-171N 430MM VD BROWN PRESSBOARD MT0034 WD0012 11394 1 SIGN-INLINE ILLUMINATED FLUSH MOUNTED ID 12741 3 SPEAKER SURFACE MOUNTED INDOOR- VD 14308 18 CHAIR-CAFE SQUARE BACK WITH NARROW SB 1161N 405MM THESE DRAWINGS AND SPECIFICATIONS BLACK FRAME-DARK WARM BROWN DISTRESSED WD0001 ARE CONFIDENTIAL AND SHALL REMAIN THE DATA SOLE PROPERTY OF STARBUCKS 14680 4 CHAIR-LOUNGE BARREL SHAPE TUFTED SB FLOOR TREATMENT SCHEDULE-"T" CORPORATION. THEY SHALL NOT BE 10000 2 PHONE 1 LINE VD SMALL PROFILE-DARK BROWN NUBBY F0034 I 10002 1 COMPUTER MANAGER WORKSTATION VD DESK DESIGN ID AREA DESCRIPTION RESP. COMMENTS REPRODUCED(IN WHOLE OR IN PART), • OTHER SHARED WITH THIRD PARTIES OR USED IN • 10007 1 PRINTER MANAGER WORKSTATION VD 10123 1 DESK-MANAGERS WORKSTATION- SBANY MANNER ON OTHER PROJECTS OR 10011 1 EQUIPMENT RACK-6FT 183CM VD 60X3OX30IN 1525X760X760MM-ALMOND 12243 49 SF WALK OFF MAT-RECYCLED TIRE TILE- SB EXTENSIONS TO THIS PROJECT WITHOUT 10019 1 WIDE AREA NETWORK HARDWARE VD LAMINATE CHARCOAL- 12X121N 305X305MM THE PRIOR WRITTEN CONSENT OF TILE STARBUCKS CORPORATION. THESE POINT OF SALE 10605 1 DESK-MANAGERS WORKSTATION KEYBOARD SB 12203 1603 SF TILE-GRAPHITE-12X241N 305X610MM SB GROUT GR0008: MAPEI 10-BLACK; LATICRETE 45- DRAWINGS AND SPECIFICATIONS ARE 10008 4 REGISTER COMPACT VD TRAY-BLACK PLASTIC RAVEN; PRETOKOLL- P.FLEX PRETO INTENDED TO EXPRESS DESIGN INTENT 10014 3 POS PRINTER VD 10809 1 DESK-MANAGERS WORKSTATION SHELVES JSB 14855 441 SF TILE-COARSE DARK GREY-12X24IN SB GROUT GR0007: MAPEI 47-CHARCOAL; LATICRETE 35- FOR A PROTOTYPICAL STARBUCKS STORE 10022 1 MONEY COUNTER VD WALL MOUNTED-ALMOND LAMINATE 30OX600MM MOCHA 10029 6 POS BANK VD OTHER ANYTIME) IS SUBJECT TO CHANGE AT AND DO NOT REFLECT ACTUAL 10075 3 CUP LABELER VD 10756 2 COAT HOOK 1 PRONG SQUARE-21N 50MM- SB SITE CONDITIONS. NEITHER PARTY SHALL SST HAVE ANY THE OTHER(EXCEPIOAS STATEDABOVE) LIABILITYN NOR SECURITY 10820 1 COAT HOOK STRIP-461N 1170MM SB 10004 1 ALARM SYSTEM VD TABLE CEILING TREATMENT SCHEDULE-"U" UNTIL A WRITTEN AGREEMENT IS FULLY 10024 1 SAFE LH-20X18X26IN 510X455X660MM VD 10513 10 TABLE-CAFE METAL SUITE ROUND-281N SB DESIGN ID AREA DESCRIPTION RESP. COMMENTS EXECUTED BY BOTH PARTIES. 10028 1 SAFE BASE VD 710MM-BLACK MT0028 OTHER 12160 1 TABLE-ACCESSIBLE METAL SUITE-39X231N SB 10517 2273 SF JACT-WHITE-2X2FT 61X61CM GC 99OX585MM-BLACK MT0028 11302 1420 SF JACT-WHITE-2X4 FT 61X122CM JGC I 12180 4 TABLE-TOP SQUARE-241N 610MM- SB SITE SCHEDULE-"Y" DISTRESSED HONEY BROWN WD0002 DESIGN ID COUNT DESCRIPTION RESP. COMMENTS 12186 8 TABLE-TOP ROUND-241N 610MM-WHITE SB EXTERIOR MENU WITH VEINING CP0002 SPECIALTY EQUIPMENT SCHEDULE-"E" 14116 1 MENU BOARD-DT DIGITAL ORDER SCREEN- VD 12187 7 TABLE-BASE CAFE DOME ACCENT-18X281N- SB DESIGN ID COUNT DESCRIPTION RESP. COMMENTS FLAT BLACK MT0028 HOT ROLLED STEEL MT0011 14119 1 MENU BOARD-DT 5 PANEL FREESTANDING- VD 12212 5 TABLE-BASE BAR HEIGHT DOME ACCENT- SB COOLING MENU 1N 2745-DT 5 PA- FLAT BLACK DING- 18X421N 455X1065MM-HOT ROLLED STEEL 10267 6 FRIDGE UNDERCOUNTER 1 DOOR-271N 685MM SBIOBX6 MT0011 11083 1 FRIDGE REACH IN 2 DOOR-51X351N 1295X890MM SB r, 14120 1 MENU BOARD-DT PRE MENU FREESTANDING VD 12233 1 TABLE-ACCESSIBLE WOOD PLANK-42X241N SB 12618 1 FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF-271N 685MM SB ' -36X651N 915X1650MM-FLAT BLACK MT0028 1065X610MM-DISTRESSED HONEY BROWN 13682 1 FREEZER REACH IN 2 DOOR-541N 1370MM SB b OTHER W00002 EQUIPMENT 14093 1 DT WAYFINDING GRAPHIC ORDER POINT STAR GC 12313 2 TABLE-OCCASIONAL T BASE SHORT-HOT 1SB 1 10312 1 3 BREWER SINGLE SOFT HEAT WARMING STAND SB PATTERN-WHITE ROLLED STEEL MT0011 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW- GC 10724 1 GRINDER GRINDMASTER SB WHITE 10746 1 BREWER DUAL SOFT HEAT SB 14101 1 DT WAYFINDING GRAPHIC ENTRY ARROW- GC 10856 5 BREWER SERVER SOFT HEAT SB GREEN 11070 1 DISHWASHER SANITIZER SB 14107 2 BOLLARD ILLUMINATED SQUARE-FLAT BLACK SB PAINT SCHEDULE 12407 1 OVEN TURBOCHEF NEXT GENERATION SB MT0028 COLOR CODE DESCRIPTION LRV RESP. COMMENTS 12508 1 BLENDER QUIET MODEL ON COUNTER SB 14163 1 DT ORDER POINT CANOPY FREESTANDING- VDr3 . x P544-ES SW-DAPPER TAN; NCS/AKZO NOBEL-ROUGH 23 GC SW USE PRIMER CP-1; NCS-S 12694 3 ESPRESSO MACHINE MASTRENA SB FLAT BLACK MT0028 HEWN 5010-Y10R;AKZO NOBEL-20YY FOOD CASE 14323 1 DT WAYFINDING GRAPHIC DIRECTIONAL GC REFERENCE PAINT P936 FOR 24/177 107971 FOOD CASE-STACKED-661N 1675MM-BRONZE 1SBs � DOUBLE ARROW-GREEN SPECIFICATIONS " P553-ES SW-AURORA BROWN; NCS/AKZO NOBEL- 8 GC SW USE PRIMER CP-1; NCS-S 12394 1 FOOD CASE-UPRIGHT SELF SERVE CHILLED-461N 1170MM 1SB 14324 1 DT WAYFINDING GRAPHIC DIRECTIONAL GC REFERENCE PAINT P935 FOR FUDGE COOKIE 6020 Y90R;AKZO NOBEL-30YR ICE c DOUBLE ARROW-WHITE SPECIFICATIONS 07/157 Ct 10102 1 ICE-BIN 590LB SB Revision Schedule 14450 1 PLANTER BOX- 18X18X1BIN 455X455X455MM- SB P554-ES SW-INTELLECTUAL GRAY; NCS/AKZO NOBEL- 36 GC SW USE PRIMER CP-1; NCS-S 10344 1 ICE-BIN DROP IN 90LB 40KG SB Rev Date By Description C I BLACK DRY GOODS 3005-Y20R;AKZO NOBEL-40W 2 14451 9 PLANTER BOX-36X18X181N 915X455X455MM- S13 44/095 1 10512 1 ICE-MACHINE 1201 LB REMOTE COOLED SB BLACK 10527 2 ICE-BIN DROP IN 45LB 20KG SB z X5001 1 EXTERIOR RAILING GC SEE DETAIL 2/A-5001 FOR ADDITIONAL OTHER s INFORMATION 10091 1 CUP DISPENSER TALL HOT VERTICAL SB a UMBRELLA 10099 2 RESTROOM TOILET PAPER HOLDER SB 10065 2 UMBRELLA-6FT 183CM-GREEN CANVAS SB GRAPHICS SCHEDULE-"G" 10172 2 RESTROOM SEAT COVER DISPENSER SB t WITH STARBUCKS WORDMARK F0056 DESIGN ID COUNT DESCRIPTION RESP. COMMENTS 10305 2 TRASH DROP RING LINER SQUARE-BLACK SB s " 10071 2 UMBRELLA-BASE FOR 721N 1805MM SB GRAPHICS-ARTWORK 10314 1 SCALE DIGITAL WITH ADJUSTABLE DISPLAY MOUNT SB W c a a� 14467 1 FRAMED ART-ETHIOPIA TRIPTYCH-96X24IN SB 10384 2 DIAPER CHANGING STATION HORIZONTAL SB 2440X610MM-MEDIUM HONEY BROWN 10396 1 CUP DISPENSER SHORT HOT VERTICAL SB WD062 V W w 14477 1 ART-FRAMED COFFEE SKETCHES SB 10467 1 FILE CABINET 2 DRAWER SB ' QUADRIPTYCH-28X28IN 71 OX710MM-MEDIUM 10769 2 RESTROOM GRAB BAR VERTICAL-181N 455MM SB < V. WARM BROWN PLAIN SAWN WD0064 10791 2 CUP DISPENSER GRANDE VENTI COLD VERTICAL SB "� ,J M r I GRAPHICS-INTERIOR MENU 10855 2 CUP DISPENSER GRANDE VENTI HOT VERTICAL SB .I N 12837 5 MENU BOARD-1 FRONT PANEL INSERT STYLE SB 10858 1 CUP DISPENSER TALL COLD VERTICAL SB d 12838 1 MENU BOARD-DAILY OFFERING SB 10859 2 RESTROOM GRAB BAR-481N 1220MM S13 ` /' < Q) CHALKBOARD FRONT PANEL RECTANGULAR 10862 2 RESTROOM GRAB BAR-361N 915MM SB W Q < 12839 6 MENU BOARD-UNIVERSAL MOUNTING SB 10947 1 SOAP DISPENSER WALL MOUNTED SB w < HARDWARE FOR FRONT PANELS 10977 3 PAPER TOWEL DISPENSER FULL SIZE-TRANSLUCENT GRAY S13 T O T GRAPHICS-OTHER 10992 1 PAPER TOWEL DISPENSER HALF SIZE-TRANSLUCENT GRAY SBZ ; 0 U. 11135 2 RESTROOM SIGN UNISEX ACCESSIBLE SB 11115 3 SOAP DISPENSER SINK MOUNTED SB Z (D V) (� 01 12677 1 EDUCATION DISK-REGIONAL MATTERS SB 12632 1 BICYCLE TIRE PATCH KIT SB z E.} 12683 1 EDUCATION DISK-ENERGY SB 12633 1 BICYCLE TIRE PUMP SB 6 � 12688 1 EDUCATION DISK-RECYCLE SB 13330 1 MOBILE CUP DISPENSER CADDY SB o ��//�� /� 0O 12693 1 COMMUNITY BOARD MAGNETIC MED WARM ISB 13584 1 CUP DISPENSER TRENTA COLD VERTICAL SB CL V J �✓�/ 0) (— a) BROWN W00004-46X361N 1170X915MM STORAGE 10176 1 ROLLING PASTRY TRAY RACK SB oQL WALL TREATMENT(LENGTH)SCHEDULE-"R" 10222 1 WIRE SHELF GRID AT SINK SB Store#: 24162 DESIGN ID LENGTH DESCRIPTION RESP. COMMENTS 10293 1 10 COMP LOCKER SB CHAIR RAIL Project#: 14-107 a) 10416 10 WORKROOM WIRE SHELVING SB 12173 172'- 10 1/2" CHAIR RAIL-41N 100MM AT 361N 915MM AFF JGC FINISH: MT0011 10462 10 WORKROOM WIRE SHELVING POSTS SB Concept: NCS 10698 1 MOP RACK WITH 3 HOLDERS SI3 Palette: 0 10838 1 ROLLING WIRE CART FOR 3 COMP SINK SB 11104 1 10 COMP LOCKER BASESB Issue Date: 10/29/14 a) WALL TREATMENT(AREA)SCHEDULE-"a' 13578 1 DISHWARE DRYING RACK-211N 535MM SB t DESIGN ID AREA DESCRIPTION RESP. COMMENTS Design Manager: Ashley Blanton N PLASTIC LEEDQAP: Renee Strand 11469 11729 SF I FRP-WHITE JGC I GREEN GUARD CERTIFIED Production Designer. Catharine Ten Broeck TILE C) 12201 434 SF TILE-HAMMERED WARM TAUPE-13X131N SB GROUT GR0007: MAPEI 47- Checked by: Renee Strand 330X330MM CHARCOAL;LATICRETE 35- MOCHA 14384 415 SF TILE-WARM DARK BROWN WOVEN PATTERN- SB GROUT GR0007:MAPEI 47- Sheet Title: 2X8IN 5OX200MM CHARCOAL;LATICRETE 35-MOCHA CL WALL COVERING SCHEDULES r 14302 1247 SF VINYL-WALL COVERING-BLACK WOVEN 1SB LO PATTERN 66 N Scale: N r O N ..,, Sheet Number: t3), 1-6001 Y �9 I�9 4 CW FINISH-NCS CASEWORK SCHEDULE-"C" NCS Zone LOCATION DESCRIPTION FINISH CODE COMMENTS DESIGN ID COUNT DESCRIPTION RESP. COMMENTS CABINETS CABINETS 1BACKLINE CABINETS,CUBBIES PLASTIC LAMINATE-MOTTLED BLACK 777777fVLO019 7016-H 2 Base-Leg-T Leg End/AFF 32.5" ISYNSOR CAFE 7027-H 2 Base-Leg-T Leg Middle/AFF 32.5" ISYNSOR CAFE CHAIR RAIL COLD ROLLED STEEL MT0011 GC CABINET CAFE CONDIMENT CART TOP COMPOSITE-WHITE WITH VEINING CP0002 11895 1 CABINET-FRONT BAR FOR SAFE-LH-261N VD CAFE CONDIMENT FINISH PANELS WOOD-BLOND RUSTIC WD0051 660MM STARBUCKS COFFEE CAFE MERCH BAYS PLASTIC LAMINATE-MOTTLED BLACK PL0019 11902 1 CABINET-UPPER CUBBY-28X16X151N VD COUNTERTOPS 700X405X375MM COMPANY COUNTERTOPS JALL COUNTERTOPS ICOMPOSITE-WHITE WITH VEINING ==CP0002 11945 1 CABINET-121N 305MM VD COUNTERTOPS HAND SINK COUNTERTOP ISTAINLESS STEEL-#4 BRUSHED 16GA SST 11971 1 CABINET-SINK OR ICE BIN-151N 380MM VD 2401 UTAH AVENUE SOUTH FINISH PANELS 11977 12 CABINET-UPPER CUBBY-24X16X21 IN VD SEATTLE, WASHINGTON 98134 FINISH PANELS ALL FRONTLINE FINISH PANELS, WOOD-BLOND RUSTIC WD0051 610X405X535MM (206) 318-1575 CWC PANELS,CONDIMENT CART 11990 1 CABINET-POS WITH FILLER-LH-291N 735MM VD PANELS 12007 1 CABINET-SINK OR ICE BIN-241N 610MM VD THESE DRAWINGS AND SPECIFICATIONS FINISH PANELS FINISH PANEL MOUNTING BRUSHED METAL MT0002 12043 1 CABINET-POS-29IN 735MM VD ARE CONFIDENTIAL AND SHALL REMAIN THE BRACKETS 12065 1 CABINET-CUBBY TALL-161N 405MM VD SOLE PROPERTY OF STARBUCKS FINISH PANELS FINISH PANEL TRIM DETAILS HOT ROLLED STEEL WITH MATTE SEALER MT0011 12067 1 CABINET-WARMING WITH TRASH DROP- 121N VD CORPORATION. THEY SHALL NOT BE FINISH PANELS POS, FRONTBAR FINISH PANELS IWOOD-BLOND RUSTIC IWD0051 305MM REPRODUCED(IN WHOLE OR IN PART), OTHER 12080 5 CABINET-151N 380MM VD SHARED WITH THIRD PARTIES OR USED IN OTHER OVER"BLACK"DUPLEX OUTLETS SWITCH PLATE-PART#4752-112-CD VENETIAN BRONZE GC SUPPLIED 12086 1 CABINET-POS WITH FILLER-RH-291N 735MM VD ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT IN WAINSCOT LOCATIONS 12094 1 CABINET-CBS ICE BIN CORNER-311N 785MM VD THE PRIOR WRITTEN CONSENT OF OTHER TOP CAP,SIT HERE BAR TOP WOOD-GREY BROWN WEATHERED WD0008 LIVE EDGE 12096 1 CABINET-WITH DRAWER-151N 380MM VD STARBUCKS CORPORATION. THESE 12098 3 CABINET-BREW GRIND-241N 610MM VD DRAWINGS AND SPECIFICATIONS ARE 12786 2 CABINET-WITH TRASH DROP-151N 380MM VD INTENDED TO EXPRESS DESIGN INTENT 12846 1 CABINET-PACKAGED FOOD CUBBY INSET VD FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT 13391 1 CABINET-DT POS UPPER CUBBY-321N 815MM VD ANYTIME)AND DO NOT REFLECT ACTUAL 13566 1 CABINET-FRONT BAR CORNER-LH-26X411N VD SITE CONDITIONS. NEITHER PARTY SHALL • 660X1040MM HAVE ANY OBLIGATION NOR LIABILITY TO 14130 1 CABINET-ESPRESSO CUBBY-221N 560MM VD THE OTHER(EXCEPT AS STATED ABOVE) r*, 14142 1 CABINET-DT LANDING PLANE SUPPORT-LH VD UNTIL X WRITTEN AGREEMENT IS FULLY CU ED BY BOTH PARTIES. 14344 1 CABINET-POS CUBBY- 151N 380MM VD CAFE T 12236 1 CONDIMENT CART SINGLE TOP SOLID VD SURFACE 12367 2 MERCH FEATURE CUBE FREESTANDING TALL SB NOT PROVIDED BY CW VENDOR 13267 4 WALL UNIT SOLID BACK SHORT SB ''`: ->=--> 13374 1 CONDIMENT CART SINGLE BASE FRAME SB NOT PROVIDED BY CASEWORK VENDOR 13377 1 CONDIMENT CART SINGLE FINISH PANELS SB 13399 1 CONDIMENT CART SINGLE METAL TOP SB NOT PROVIDED BY CASEWORK ASSEMBLY VENDOR COUNTERTOP ,,.,.. 11917 1 COUNTERTOP-TRASH SOLID SURFACE- 151N VD3 >r �.v:�E» •s=:<n_fk 380MM .x z3 •<. z�S 5 11932 1 COUNTERTOP-CBS SOLID SURFACE-LH- VD 84X601N 217OX1535MM 12011 1 COUNTERTOP-POS SOLID SURFACE-801N VD OD 2030MM 12081 1 COUNTERTOP-HANDOFF SOLID SURFACE- VD RH-30X351N 760X890MM ' T.t"K" 12477 1 COUNTERTOP-SCALE SOLID SURFACE-281N VD 710MM 12990 1 COUNTERTOP-SIDELINE 45LB ICE BIN SOLID VD . SURFACE- 151N 380MM 13265 1 COUNTERTOP-HAND SINK LOW SPLASH VDf� STAINLESS-151N 380MM � 13400 1 COUNTERTOP-FRONT BAR CORNER SOLID VD L SURFACE-LH-20X421N 510X1065MM 14 14129 1 COUNTERTOP-ESPRESSO RINSE SINK AND VD Revision Schedule m ICE BIN SOLID SURFACE-RH-1621N 4115MM Q Rev Date By Description ZI 14153 1 COUNTERTOP-BREW GRIND SINK AND TRASH VD J SOLID SURFACE-LH- 1291N 3275MM 14166 1 COUNTERTOP-DT ESPRESSO SIDELINE VD SOLID SURFACE-LH-41 IN 1040MM -� 14168 1 COUNTERTOP-DT LANDING PLANE SOLID VD U) � SURFACE-LH o14169 1 COUNTERTOP-ESPRESSO WING NARROW VD 12D1 SOLID SURFACE-RH-81N 205MM -� 14170 1 COUNTERTOP-DT POS SOLID SURFACE-LH- VD �{ N VARIABLE TO 601N 1525MM "�✓ 14294 1 COUNTERTOP-WARMING SOLID SURFACE- VD 721N 1830MM W DIEWALL z Z mn 12113 1 DIEWALL-HANDOFF SUPPORT-RH-31X191N VD J M 795X490MM �•/ Ce) 14156 1 DIEWALL - -ESPRESSO TOP CAP RH 1621N VD >_ N 4115MM Z ♦ Q W • 14162 1 DIEWALL-ESPRESSO-RH- 1621N 4115MM VQ t �7" FIT KIT —; 12073 1 FIT KIT-BACK SPLASH JVD UJ Q w O -E 14140 2 FIT KIT-SIDE SPLASH-51N 125MM 1VD (T -C V OTHER Q U:' 11155 3 ESPRESSO MACHINE PUMP MOUNT-1OX101N VD Z (n of 255X255MM t 3: Lo < N IC 11885 1 POS CASH CORRAL DOUBLE-401N 1015MM VD OPTIONAL CASH CORRAL. DESIGN TO a 12100 2 ESPRESSO COUNTERTOP SUPPORT LEG VD VERIFY IF REQUIRED. d 2ClaCnal— STAINLESS C 12816 6 FRENCH CLEAT-VARIABLE TO 961N 2440MM VD c PANEL Store#: 24162 11951 2 PANEL-POS-32.51N 825MM VD It Q 12031 1 PANEL-POS-151N 380MM VD Project#: 14-107 f 12468 1 PANEL-SCALE-271N 685MM VD Concept: NCS L 13571 1 PANEL-UPRIGHT FOOD CASE FRONT VD C 13580 2 PANEL-UPRIGHT FOOD CASE SIDE VD Palette: _C 13590 1 PANEL-UPRIGHT FOOD CASE BASE-411N VD Issue Date: 10/29/14 d' 1040MM 14383 1 PANEL-HANDOFF EXTENDED SIDELINE-RH IVD Design Manager: Ashley Blanton X14372 1 PANEL-ESPRESSO MAIN-RH- 1621N 4115MM 1VD LEEDaAP: Renee Strand d SOFFIT u 12845 1 4 ISOFFIT-LIGHT VALANCE-96X21N 2440X50MM 1VD BACKBAR LENGTH:24'-0" Production Designer: Catharine Ten Broeck (, Checked by: Renee Strand Sheet Title: a SCHEDULES _ n Scale: c� d C CS Sheet Number: n C [-6002 • t w� I f TIGARD, OREGON PERMIT SET 10/23/14 STARBUCKS COFFEE COMPANY 2401 UTAH AVNUE SOUTH ` STRUCTURAL SHEETS: SEATTLE WASHENGTON 98134 (206) 318-1575 SHEET SHEET TITLE NUMBER S-0001 Cover Sheet , f.f 't s3.ry ................ ,4333:4} S-0002 General Structural Notes S-1001 Soffit Framing Plan S-5001 Structural Details '}0Ff �sars72:e c�:s 23 S 0 856 1 sa:332 7135 _ :.kr• f R ♦ F OELICH ENGINEERS ;1.. Portland: (503)624-7005 Bend: (541)383-1828 Froelich-Engineers.com JOB# 14-T140 VkQCrTLJF 4 STRUCTURAL ABBREVIATIONS: ' 61, 1 .. @ At COL Column GC General Contractor LLH Long Leg Horizontal PERF Perforate, Performance T&B Top and Bottom & And CONC Concrete GEN General LLV Long Leg Vertical PERIM Perimeter T&G Tongue&Groove Feet CONN Connection GL Glulam (Glue Laminated Beam) LL Live Load PERP Perpendicular TAN Tangent 11� C;tt Inch CONT Continuous GR Grade LNTL Lintel PL Plate THK Thick, Thickness o # Number, Pound GRND Ground LONG Longitudinal PLF Pounds per Lineal Foot THIRD Threaded , ,A (E) Existing DBA Deformed Bar Anchor GYP Gypsum LSL Laminated Strand Lumber PLWD Plywood TOB Top of Beam .22 (N) New DBL Double GYP BD Gypsum Board LT WT Lightweight PREFAB Prefabricated TOF Top of Footing 1'T DET Detail LVL Laminated Veneer Lumber PSF Pounds per Square Foot TOJ Top of Joist AB Anchor Bolt DF Doug Fir(Douglas-Fir) HAS Headed Anchor Stud PSI Pounds per Square Inch TOL Top of Lintel, LandingEXPlR ` ACI American Concrete Institute DIA Diameter HDD Headed Studs MANUF Manufactured, Manufacturer PSL Parallel Strand Lumber TOP Top of Pier ADD Addendum,Addition DIAG Diagonal HDR Header MAX Maximum PT Post-Tensioned, Preservative-Treated TOS Top of Slab,Top of Steel ALT Alternate D1APH Diaphragm HEX Hexagonal MB Machine Bolt TOW Top of Wall Revision Schedule APPROX Approximate DIM Dimension HK Hook, Hooks MECH Mechanical QTY Quantity TOL Tolerance ARCH Architect,Architectural DL Dead Load HORIZ Horizontal MEZZ Mezzanine TRANS Transverse ASTM American Society for Testing and DWG Drawing HSS Hollow Structural Shape MFD Manufactured, Metal Floor Deck REF Refer, Reference TYP Typical Rev Date By Description Materials DWGS Drawings HVAC Heating,Ventilating,Air Conditioning MFG Manufacturing REINF Reinforcement, Reinforce AVG Average DWL Dowel HT Height MFR Manufacture, Manufacturer REQ'D Required LINO Unless Noted Otherwise AWS American Welding Society MIN Minimum REV Revision EA Each IBC International Building Code MISC Miscellaneous VERT Vertical BEV Bevel ENG Engineer IN Inch MTL Material, Metal SCHED Schedule BLDG Building ENGR Engineer INFO Information SE Structural Engineer W/ With BLKG Blocking EQ Equal INSP Inspect N North SECT Section W/O Without BM Beam EQUIP Equipment INSUL Insulation NO Number SHTH Sheathing WD Wood BOT Bottom EOR Engineer of Record INT Interior, Internal, intersection NOM Nominal SIMP Simpson Strong-Tie WF Wide Flange(structural steel) BP Base Plate EW Each Way NS Nelson Stud SF Square Foot WT Weight BRDG Bridge, Bridging EXT Exterior JST Joist NTS Not To Scale SL Snow Load WWF Welded Wire Fabric BRG Bearing SIM Similar WF Wide Flange(structural steel) BRK Brick F TO F Face to Face K Kilopound (1000 pounds) OC On Center SOG Slab on Grade FAB Fabricate KIP Kilopound (1000 pounds) OPNG Opening SPEC Specification, Specifications CJ Control Joint FDTN Foundation OPP Opposite STD Standard CL Centerline FT Foot, Feet L Angle, Left, Length, Long OWSJ Open Web Steel Joist STIFF Stiffener CLG Ceiling FTG Footing LAM Laminate, Laminated STL Steel CLR Clear GA Gauge LAT Lateral PAF Powder Actuated Fasteners STRUCT Structural W CMU Concrete Masonry Unit GALV Galvanized LB Pound(weight) PCF Pounds per Cubic Foot z 06 J Z TYPICAL SYMBOLS: z tonn NOTE: SOME SYMBOLS SHOWN MAY NOT BE IN USE Q V J#@ XX-Oc J Q LV -INDICATES ROOF FRAMING KEYED NOTES i -INDICATES HOLDOWN ANCHOR. MAY OR -INDICATES JOIST TYPE AND SPACING, m = �/ MAY NOT BE INDICATED ON PLANS SEE JOIST FRAMING SCHEDULE 1 -INDICATES BUILDING SECTION zuj U} Q \.J -INDICATES FLOOR FRAMING KEYED NOTES _INDICATES EXTENT OF SHEAR WALL ' -INDICATES DIRECTION PLYWOOD SHEATHING TO SPAN. SHEATH SOHO ai W < *- � FLOOR W/7/8 "APA RATED PLYWOOD SHEATHING NAILED W/10d @ 6" Q - -INDICATES MOMENT CONNECTION OC EDGES& 12"OC FIELD(UNBLOCKED STAGGER JOINTS PER DETAIL _ '� (� XX/SXXX TYPICAL UNLESS NOTED OR DETAILED OTHERWISE INDICATES FOUNDATION KEYED NOTES ^1Z (D 65 "�r INDICATES PARTIAL SECTIONQ C'7 60.00 0 -INDICATES LINTEL © -INDICATES BEAM CALL-OUT O O 3o PS -INDICATES DRIFT LOAD&SLIDING SNOW LOADS. TRUSS d (f) fi %�.��7�_s��.. MANUFACTURE SHALL ACCOUNT FOR INDICATED LOADS 1N DESIGN OF -INDICATES STEP DOWN IN ELEVATION -INDICATES HEADER CALL-OUT TRUSS 1 -INDICATES ELEVATION REFERENCE N S°'°° Store#: -INDICATES REVISION DELTA 'S — -INDICATES DIMENSIONAL SECTION THRU P.T. SLAB _ --5TH FLOOR _ �'�-- I Project#: -INDICATES REVISION CLOUD - --4TH FLOOR 1 - INDICATES DETAIL REFERENCE 's Issue Date: 10/28/2014 ---, -P.T. STRESSING END AT CGS OF SLAB DEPTH - --3RD FLOOR INDICATES SHEARWALL TYPE S0.00 -INDICATES INTERMEDIATE STRESSING LOCATION AT C.G.S. OF SLAB. - --2ND FLOOR ON/ABOVE FLOOR SPECIFIED. SEE _ Project Engineer: SETH DAVIS R -INDICATES FOOTING TYPE SHEARWALL SCHEDULE. i FW- INDICATES WALL TYPE - --1ST FLOOR I 1 Checked by: TIM TERICH -- I -P.T. DEAD END AT CGS OF SLAB DEPTH # --INDICATES HOLDOWN TYPE 1 ( -INDICATES DETAIL REFERENCE BUBBLE 6 /a" -ELEVATION OF CENTER OF GRAVITY OF TENDON 50.00 R- -INDICATES FOOTING TYPE 1` Sheet Title: _ INDICATES COLUMN TYPE PEFF FROM BOTTOM OF SLAB OR BEAM TOP OF ELEVCOVER SHEET `I -EXTENT OF POST-TENSIONING IN A LOCATION -INDICATES SHEAR WALL TYPE - INDICATES ELEVATION - INDICATES FOOTING TYPE -INDICATES HOLDOWN TYPE - INDICATES BASE PLATE TYPE PADDN Scale: AS NOTED STARBUCKS GREENBURG AND SHADY -INDICATES COLUMN TYPE -EXTENT OF POST-TENSIONING IN ADDITIONAL LOCATION Ir ElINDICATES FOOTING TYPE - : Sheet Number: INDICATES PLUMBING PENETRATION THROUGH P.T.SLAB-SEE -INDICATES NORTH ARROW PLUMBING PLAN&DETAIL X/SX.X FOR MORE INFORMATION. S'000 . ...........Genera[ Structural Notes ---------- -- ---- - PROJECT DESCRIPTION: TENANT IMPROVEMENT OF EXISTING RETAIL SPACE f' NEW SOFFITS&NON-BEARING PARTITION WALLS • t DESIGN CODE: 1. STATE OF OREGON 2014 STRUCTURAL SPECIALTY CODE(OSSC) 2. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM, ETC.)SHALL BE FOR THE EDITIONS NOTED IN CHAPTER 35 OF THE IBC AND OSSC DESIGN CRITERIA: '•. OCCUPANCY CATEGORY 11TW (PER IBC TABLE 1604.5&ASCE 7 TABLE 1-1) _ �— GROUND SNOW LOAD (p9) 13 PSF STARBUCKS COFFEE FLAT-ROOF SNOW LOAD (pf) 25 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 COMPANY SNOW LOAD IMPORTANCE FACTOR (IS) 1.0 THERMAL FACTOR (Cf) 1.0 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 SEISMIC IMPORTANCE FACTOR (le) 1.0 (206) 318-1575 SITE CLASS D MAPPED SPECTRAL RESPONSE (SS) 0.976 . MAPPED SPECTRAL RESPONSE (SI) 0.424 SPECTRAL RESPONSE COEFF. (SDS) 0.722 SPECTRAL RESPONSE COEFF. (SDI) 0.446 t« SEISMIC DESIGN CATEGORY D * GENERAL: 1. UNLESS OTHERWISE NOTED,ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL CONFORM TO THE MOST RECENTLY ADOPTED SPECIFICATION OF CODE. 2. THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY Amrtect DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES,AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE ARCHITECT/ENGINEER OF _ = RECORD WHO SHALL CORRECT ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE 11:4pW" po.rNahivr87214 CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE °2 `'$ c r'w,2``'' 3 CONTRACTOR'S RISK. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 4. THE STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE AND ARE NOT INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCING,AND SAFETY REQUIRED FOR THIS PROJECT. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND TEMPORARY SHORING REQUIRED FOR THIS PROJECT. 6. SEE SUBMITTAL KEY FOR REQUIRED SHOP DRAWING SUBMITTALS. UNLESS STATED OTHERWISE IN THE PROJECT SPECIFICATIONS, PROVIDE A MINIMUM OF TWO SETS OF SUBMITTALS FOR APPROVAL OR CORRECTIONS. 7. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME TYPE AND }�"" [ H CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO REVIEW BY THE ARCHITECT AND 'k,.,} L., I STRUCTURAL ENGINEER OF RECORD. E N 1 N E E R S :I 8. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, Portland: (503)624-7005 _ ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. Bend: (541)383-182$ 9. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL STRUCTURAL Froelich-Engineers.cam ELEMENTS,SPECIFICALLY TO ONE SHEET,OR SPECIFICALLY TO ONE OR MORE STRUCTURAL JOB# 14-T140 ELEMENTS. THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART AND PARCEL OF OUR DESIGN.ANY WORK THAT IS PERFORMED THAT IS NOT IN COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE DESIGN AND IS SUBJECT TO REJECTION.ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION TO THE NOTES BY WRITING,ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL OF CTUFgL FROELICH ENGINEERS. Pi'{ LIGH1GAGE STEEL FRAMING: ALL LIGHT GAGES EEL FRAMING TO BE: 61411€f ASTM A446 GRADE D(Fy=50 KSI)FOR 16 GAGE AND HEAVIER ASTM A446 GRADE A(Fy=33 KSI)FOR 18 GAGE AND LIGHTER 2. ALL FABRICATION, ERECTION,AND IDENTIFICATION OF LIGHT GAGE STEEL FRAMING SHALL ,OREGON CONFORM TO AISI-NASPEC SPECIFICATIONS. 22 3. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR FASTENING OF COMPONENTS SHALL BE WITH WELDING. T. A. ALL WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. B. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS. i IRE2 C. ALL WELDERS SHALL BE CERTIFIED FOR LIGHT GAGE STEEL UNDER AWS SPECIFICATIONS. s + ` 4. STEEL STUDS AND JOISTS SHALL BE OF THE TYPE AND GAGE SHOWN ON THE DOCUMENTS AS Revision Schedule MANUFACTURED BY ANGELES METAL SYSTEMS, KNORR STEEL FRAMING SYSTEMS, STUDCO,OR OTHER APPROVED MANUFACTURER. Rev Date By Description 5. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. ix. 6. END BLOCKING SHALL BE PROVIDED WHERE STUD AND JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION. 7. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. 8. STUDS SHALL BE SECURELY ATTACHED TO FLANGES OF BOTH UPPER AND LOWER RUNNERS. 9. STUDS AND JOISTS TO BE BRACED WITH BRIDGING PER MANUFACTURER'S SPECIFICATIONS. LL! z = z Ofz >- o oc� C0 W Q � z � ) 0 a) w < a z Uch U to ,., LO co ` aUi 00 (D s5 a r,. � � rn rn Store #: ---- Project#: ---- Issue Date: 10/28/2014 Project Engineer: SETH DAVIS Checked by: TIM TERICH Sheet Title: GENERAL STRUCTURAL NOTES Scale: AS NOTED Sheet Number: *: 5-0002 Ask TIM STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 NOTE: CONTRACTOR TO VERIFY THAT EXISTING FRAMING IS AS SHOWN. IF NOT CONTRACTOR TO CONTACT EOR. po;;Land cr g'2 i 4 f srx:242 7 t C INDICATES SOFFIT/CEILING JOISTS L - 6 -500 TYP __,___ INDICATES(N) PARTITION WALL h ., (N) MECH UNIT - 250# MAX F _O 'E L I 1 1 ENCINEER_E.A. Portland: (503) 624-7005 600S16 -4 STUDS AS 1 Bend: (541) 383-1828 SHO S PPORTING _500 Froelich-Engineers.com MECH UNIT QTY TYP JOB# 14-T140 (N)SOFFIT BULKHEAD(E)W8x10 P (E)W6x8.5 VAOCTILF UNISTRUT P1000 C PRI ' (N) MECH m4`� �$N PER DETAIL 715-5001 �"J 1 250#MAX UNIT 1111F', -500 7 x N D <K +i TYPM -500 TYP U { C�ON+ts 4 �_ w ° UNISTRUT P1000 -500 2N S _ � v PER DETAIL 7/5-5001 w MIRl S 7 - -500 (N)SOFFIT (E)W6x8.5 TYP Revision Schedule (E)W8x10 /1 Rev Date By Description Q. 3B 5 -500 -500 Y v w s - a 00, �Fy w 600S162-43 @16"OC r 06 W z J z 3A w z 1- O -500 01 313 J 4 W 500 z W r U) U3 O W Q N z � = Z3 (/) wcM °° N a cn cn li 0 0 Store #: ---- Project#: --- I Issue Date: 10/28/2014 Project Engineer: SETH DAVIS I Checked by: TIM TERICH - t Sheet Title: :SOFFIT FRAMING PLAN : N I Scale: AS NOTED 1 SOFFIT FRAMING PLAN 0 2' 4' s' S-1001 SCALE: 1/4"= V-0" 14-T140 Sheet Number: S-1001 (2)#8 SCREWS @ EA CONN TYP WALL PER PLAN 1 CEILING JOISTS PER PLAN 362S137-43 BRACE EA,SEE 4/S-5001 FOR TOP CONN GYP PER ARCH STARBUCKS COFFEE XXSCRE SCREWS TRACK OEAST D SECTION A-A COMPANY #8 SCREWS TO EA STUD 3B CEILING JOISTS PERPENDICULAR TO WALL 2401 UTAH AVENUE SOUTH 5-5001 SCALE: 1°=1'-0" SEATTLE, WASHINGTON 98134 14-T140 (206) 318-1575 JOIST BLK'G @ 48"OC 250#MAX MECH UNIT, ATTACH TO STUDS W/ MIN(1)#12 SCREWAT EA CORNER A WALL PER PLAN 600T150-54 TRACK W/ (2)#8 SCREWS INTO v> :: `= -> WALL STUD ON WALL PER PLAN EITHER SIDE OF CONN CEILING JOISTS PER PLAN GYP PER ARCH ArchOeehrr•F i ATTACH JOIST TO EA A ALIGN MECH UNIT STUD W/(2)#8 SCREW OVER STUD FRAMING s• ,,233 9856 f sa,232 77135 3A CEILING JOIST PARALLEL TO WALL 6 MECH UNIT SUPPORT S-5001 SCALE: 1"=V-0" S-5001 SCALE: i"=1'-0" 14-T140 14-T140 - COPE OUT HEADER FLANGES SO WEBS I LAP 1" MIN W/JAMB STUDS AND SCREW WEBS TO STUDS W/(3)#8 SCREWS, USE (4)#8 SCREWS @ 6" BEAM 5-0"MAX I Ft1OELCi 1 3625125-43 E N "G 4 N E E R S I { RUNNER I{ { I I Portland: (503) 624-7005 TRACK(T&B) rA { {I I ( ( Bend: (541) 383-1828 11) { {I 3625137-43 HDR Froelich-Engineers.com { {1 { { #8 SCREWS STUDS FOR SPANS JOB# 14-T140 — — ———— •1 { @ 12"OC UP TO V-0" CANTILEVER BOX z BEAM PER PLAN I1 SECTION A-A I I( DBL STUDS { { IC<T Uq JOIST BRIDGING 10'-0" MAX @ 48"OC MAX 3625137-43 @ p� I I{ A 111 1 1{ EA JOIST { { { 1 1( c (E)MTL DECK i 51411 P . . BOX BEAM PER {1 I { 1 I STUDS PER DETAIL 1/S-5001 N REFERENCED SECTION i (' { { 1 � � 11{ { {1 BOTTOM TRACK PER .22L 1101 DETAIL 1/S-5001 (2)HILTI X-U 27 (2) UNISTRUT P2785 FASTENERS @ END { I { { CLAMPS AT EA BEAM 1REa OF WALL I { SOFFIT/CEILING (2)#8 SCREWS (E)WIDE TO UNISTRUT CONN { 1 ( FLANGE BEAM JOISTS PER PLAN @ EA CONN TYP43. Revision Schedule �. GYP PER ARCH 43 MIL ANGLE A ". CONN EA JOIST TO @CORNERS Rev Date By Description - BOX BEAM W/(2)#8 TYP UNISTRUT P1000 SCREWS&S/H2.5 CLIP BETWEEN(E)WIDE (E)SLAB ON GRADE FLANGE BEAMS 1 NEW MECH UNIT 1 MIN Y"DIA 2 PARTITION WALL TO SLAB CONN 5 CANTILEVER SOFFIT FRAMING THREADED ROD 12 GA WIRE BRACING EACH CORNER W/ TO STRUCT(2)@ EA S-5001 SCALE: 1"=1'-0" S-5001 SCALE: 1"=1'-0" DBL LOCK NUTS CORNER 14-T140 14-T140 MIN UNISTRUT P1000 UNDER MECH UNIT SECTION A-A Lu z °6 :� z wz }. o (E)MTL ROOF DECK'G(MAY RUN EITHER DIRECTION) (E)MTL DECK D J Q W rA m 3: (E)MTL ROOF DECK'G(MAY z N U) O t RUN EITHER DIRECTION) w Q N t MIN 18 GA DEFLECTION ( (E)WIDE FLANGE �, Z Q � Qm TRACK W/#8 SCREWS @ BEAM (2) UNISTRUT P2785 pp Ur Cy I 16"OC INTO MTL DECK ° J 3627150-54 TRACK W/ UNISTRUT P1000 PER CLAMPS AT EA BEAM 1 O O #10 SCREW @ 24"OC DETAIL 7/S-5001 TO UNISTRUT CONN a d � (3) XXXT125-43 BOTTOM INTO MTL DECK TRACK W/(2)HILTI X-U 362S137-43 STUDS @ 24" iL FASTENERS @ 24"OC OC OR 6005137-43 STUDS E Store #: ---- @ 24"OC REF ARCH '• t GYP PER ARCH 362s137-43 KICKER @ 4'-0" 1 L_ : Project#: ---- OC W/43MIL CLIP W/(2)#10 1 {° c� ` Issue Date: 10/28/2014 SCREWS INTO MTL DECK ° ! I 1 Project Engineer: SETH DAVIS o - NEW MECH UNIT 1 ., a • CO MIN%"DIA I Checked by: TIM TERICH THREADED ROD `K 3625137-43 EACH CORNER W/ 12 GA WIRE BRACING DBL LOCK NUTS TO STRUCT{2}@ EA Sheet Title: STUDS @ 24"OC CORNER (E)SLAB ON GRADE 362T150-43 MIN UNISTRUT STRUCTURAL DETAILS BOTTOM TRACK (2)#8 SCREWS @ P1000 UNDER EA CONN TYP MECH UNIT Scale: AS NOTED { F 1 PARTITION WALL TO SLAB CONN 4 BULKHEAD SOFFIT FRAMING 7 HANGING MECHANICAL UNIT CONN sheet Number. S-5001 SCALE: 1"=1'-0" S-5001 SCALE: 1"=1'-0" S-5001 SCALE: 1"=1'-0" l 14-T140 14-T140 14-T140 S-5001 ' HVAC SYMBOLS LEGEND HVAC ABBREVIATIONS LANDLORD REQUIREMENTS GENERAL MECHANICAL NOTES - THE CONTRACTOR SHALL COORDINATE NTH . AFF ABOVE FINISHED FLOOR LL LANDLORD PRIOR TO ALL IS NEW UNLESS OTHERWISE ^ - ' ` ' ' � _ � � ! ' - ' ' _ _ - r HVAC CONTROL NOTES -_--_ HVAC: Schedule NOTE: SEE OTHER KEY RTES FOR ADDITIONAL REQUIREMENTS. THE BELOW Design ID Count Description Responsibility Comments NOTES ARE NOT A COMPLETE SEQUENCE OF OPERATION. GRILLES,REGISTERS,DIFFUSERS(GRD'S) AHU-1= X0100 7 Lay-in Mt'd Supply Grille(4-Way) GC Titus TDC#3-12x12,24x24 Face OCCUPIED MODE: 1. FAN SHALL RUN CONTINUOUSLY WHILE BRINGING IN MINIMUM OUTSIDE AIR AS X0101 1 Lay-in Mt'd Supply Grille(2-Way) GC Titus TDC#3-12x12,24x24 Face INDICATED. 2. IF CO2 SENSOR SETPOINT IS EXCEEDED, OUTSIDE AIR DAMPERS SHALL X0102 1 Surface Mt'd Supply Grille(4-Way) GC Titus TMS-14"0,24x24 Face MODULATE TO MAXIMUM DCV OUTSIDE AIR INDICATED. ONCE CO2 LEVEL DROPS BELOW SETPOINT, OUTSIDE AIR DAMPER SHALL RETURN TO MINIMUM CO2011Starbucks CaffmConiiwV X0106 4 Lay-in Mt'd Return Grille GC Titus 350RL#3-22x22,24x24 Face DCV CFM. 3. 1ST STAGE HEATING SHALL BE BY HEAT PUMP, SECOND STAGE HEATING Starbucks Coffee X0107 2 Lay-in Mt'd Barometric Exhaust Grille GC Titus 350RL#3-22x22,24x24 Face SHALL BE BY ELECTRIC RESISTANCE HEAT. X0107 3 Surface Mt'd Return Grille GC Titus 350 RL#1 -22x22,24x24 Face 4. 1ST STAGE COOLING SHALL BE ECONOMIZER AIR IF AIR CONDITIONS ARE Company GOOD (OPERATION PER CODE). p Y X0108 2 Lay-in Mt'd Supply Grille(3-Way) GC Titus TDC#3- 12x12,24x24 Face 4. 2ND & 3RD STAGE COOLING SHALL BE MECHANICAL. 2401 Utah Avenue South X0111 1 Surface Mt'd Return Grille GC Titus 350RL#1 -48x12,50x14 Face UNOCCUPIED MODE= Seattle, Washington 98134 1. FAN SHALL CYCLE WITH HEATING/COOLING SECTION & OUTSIDE AIR DAMPER (206) 318-1575 X0112 2 Surface Mt'd Exhaust Grille GC Titus 350RL#1 -8x8, 1 0x1 0 Face SHALL CLOSE. 2. HEATING AND COOLING SECTIONS SHALL CYCLE AS CALLED FOR BY THE These Drawings and Specifications are X0113 2 Lay-in Mt'd Supply Grille(4-Way) GC Titus TDC#3- 15x15,24x24 Face THERMOSTAT. confidential and shall remain the sole property of Starbucks Corporation. They shall not be LOWERS AHU-2 & AHU-3, reproduced (in whole or in part), shared with third parties or used in any manner on other projects or X0103 1 Exterior Drainable Louver(Barometric Relief) GC Ruskin ELF6375DX Series. Paint to Match Exterior. See Plans for Sizes. OCCUPIED MODE., extensions to this project without the prior written 1. FAN SHALL RUN CONTINUOUSLY WHILE BRINGING IN MINIMUM OUTSIDE AIR AS consent of Starbucks Corporation. These X0104 3 Exterior Drainable Louver(Outside Air Intake) GC Ruskin ELF6375DX Series. Paint to Match Exterior. See Plans for Sizes. INDICATED. drawings and specifications are intended to 3. 1ST STAGE HEATING SHALL BE BY HEAT PUMP, SECOND STAGE [-EATING express Design Intent for a prototypical Starbucks X0110 1 Exterior Drainable Louver(Restroom Exhaust) GC Ruskin ELF375DX Series.Paint to Match Exterior.See Plans for Sizes. SHALL BE BY ELECTRIC RESISTANCE HEAT. store(which is subject to change at anytime)and do not reflect actual site conditions. Neither party SENSORS&CONTROLS 4. 1ST STAGE COOLING SHALL BE ECONOMIZER AIR IF AIR CONDITIONS ARE shall have any obligation nor liability to the other GOOD (OPERATION PER CODE). (except as stated above) until a written agreement X0116 1 CO2 Sensor(Wall Mt'd Sensor W.LCD Display) GC Honeywell C7232-A 5. 2ND & 3RD STAGE COOLING SHALL BE MECHANICAL is fully executed by both parties. X0118 3 Thermostat GC Honeywell TH8320U UNOCCUPIED MODE, 1. FAN SHALL CYCLE WITH HEATING/COOLING SECTION & OUTSIDE AIR DAMPER � ,� X0119 3 Temperature Sensor GC Honeywell C7189U1005 SHALL CLOSE. 2. HEATING AND COOLING SECTIONS SHALL CYCLE AS CALLED FOR BY THE THERMOSTAT. ENGINEERING u.e !11 AM C VXM 1%i0S0 FAN SCHEDULE (1) PM &S4111111" ren sc h.en gi ne erin g@c o m c astnet TAG SERVES DESCRIPTION MANUFJMODEL PERFORMANCE ELECTRICAL WEIGHT - (lbs.) NOTES Revision Schedule HP/WATTS CFM ESP(in.w.g.) VOLTAGE PHASE FLA Rev Date By Description EF-1 RESTROOMS EXHAUST FAN GREENHECK CSP-510-VG 240W(ECM) 1 260 1 0.5 115 1 1 1 3.4 42 (1)(2)(3) NOTES: 1.ALL UNITS SHALL COMPLY WITH ALL APPLICABLE MECHANICAL AND ENERGY CODES PER AHJ. 2.WITH ALL OPTIONS AS NEEDED FOR A COMPLETE OPERATING SYSTEM 3.WITH VIBRATION ISOLATORS. SPLIT SYSTEM HEAT PUMP EQUIPMENT SCHEDULE (1) W Z TAG SERVES DESCRIPTION MANUFJMODEL AHRI RATED COOLING HEATING SUPPLY FAN ELECTRICAL EFFICIENCIES CAPACITY OUTPUT OUTSIDE WEIGHT NOTES SEERI EER HSPF COP NOM.TONS TOTAL SENSIBLE REFRIG. (@ 27'F) ELECTRIC HEAT HP/WATTS CFM ESP(in.w.g.) VOLTAGE PHASE MCA MOCP AIR (lbs.) AHU-1 SEATING INDOOR UNIT CARRIER FV4CNB006 5.0 R410A 38.86 MBH 3.8 KW 3/4(ECM) 2,000 0.5 208 1 31.2 35.0 (6) 235 (2)(3)(4)(7) HP-1 JOUTDOOR UNIT ICARRIER 25HCB660 16.0 9.0 60.64 MBH 46.24 MBH R410A I 1 208 1 37.5 60.0 322 (2)(4)(5) AHU-2 BAR JINDOOR UNIT ICARRIER FV4CNB006 5.0 1 1 R410A 38.86 MBH 3.8 KW 3/4(ECM) 2,000 0.5 208 1 31.2 35.0 (6) 235 (2)(3)(4) HP-2 OUTDOOR UNIT CARRIER 25HCB660 16.0 9.0 60.64 MBH 46.24 MBH R410A 208 1 37.5 60.0 322 (2)(4)(5) �•/J AHU-3 WORK ROOM & BAR JINDOOR UNIT ICARRIER FV4CNB006 4.0 R410A 131.86 MBH 3.8 KW 3/4 (ECM) 1 1,600 1 0.5 208 1 31.2 1 35.0 (6) 200 (2)(3)(4) HP-3 JOUTDOOR UNIT ICARRIER 25HCB648 1 16.0 9.0 50.34 MBH 1 37.67 MBH I R410A 1 208 1 1 1 29.8 1 50.0 295 (2)(4)(5) NOTES: 06J 1.ALL UNITS SHALL COMPLY WITH ALL APPLICABLE MECHANICAL AND ENERGY CODES PER AHJ. t 2.VWATH ALL OPTIONS AS NEEDED FOR A COMPLETE OPERATING SYSTEM I..L 3.WITH ECONOMIZER CONTROLS AND DAMPERS CAPABLE OF 100%ECONOMIZER OPERATION: CONTROLS ABLE TO EVALUATE OUTSIDE AIR AND INTEGRATE MECHANICAL COOLING WITH OUTSIDE AIR COOLING PER CODE MM C 4.WITH VIBRATION ISOLATORS. W -� 5.WITH LOWAMBIENT COOLING CONTROL Z .� CV 6. SEE AIR BALANCE FOR DETAILS ON OUTSIDE AIR SETTINGS ~" 7.WITH DCV CONTROLS. CONTROLS ABLE TO EVALUATE INTERIOR CARBON DIOXIDE LEVELS VIA INTERIOR SENSORS AND MODULATE OUTSIDE AIR PER VENTILATION CALCULATIONS AND PER CODE. n/ W ai L.L W L z (D Q� ,10- aUi aUi 00 VENTILATION AIR CALCULATION (BASED ON THE 2010 GMSC AND ASHRAE STANDARD 62.1) BUILDING AIR BALANCE SCHEDULE a U) a rn 1= OCCUPANCY ZONE OUTDOOR AIR OUTDOOR ZONE AIR MINIMUM MAXIMUM TAG OUTSIDE AIR _ BUILDING PRESSURE OCCUPANCY ZONE DENSITY POPULATION CFM PER AIR CFM PER EFFECTIVNESS OUTDOOR OUTDOOR AIR UNIT MINIMUM ECONOMIZER EXHAUST MINIMUM MAXIMUM Store #: 24162 MARK AREA SERVED CATEGORY AREA (Az) (P/1000 SF) (Pz) PERSON (Rp) SF (Ra) (Ez) AIR[CFM] (DCV)[CFM] SET POINT(S)[CFM] CFM CFM CFM CFM CFM Project#: 63045-001 AHU-1 !HP-1 SEATING FAST FOOD 183 SEAT COUNT 28 7.5 0.18 0.8 41 304 AHU-1 225 2000 RETAIL I RETAIL SALES 779 IS 1 12 1 7.5 1 0.12 1 0.$ 1 117 229 AHU-2 150 2000 - TOTAL 1 158 1 533 225/600 AHU-3 150 1600 - EF-1 -260 Issue Date: 10-23-14 AHU-2/HP-2 BAR KITCHEN 414 20 9 7.5 0.12 0.8 146 TOTAL 525 5600 -260 265 5340 SEATING FAST FOOD 108 SEAT COUNT 24 7.5 0.18 0.$ 249 - Sbux Design Manager. Ashley Blanton TOTAL 396 N/A 500 NOTE: BAROMETRIC RELIEF IS PROVIDED THROUGH EXTERIOR WALL LOUVERS(SEE PLANS) Designed by: Adam Lyons Drawn by: Dave Carlson AHU-3!HP-3 WORKROOM OFFICE/STORAGE 4881 3.5 1 2 5 1 0.12 1 0.8 86 Checked by: Chris Rensch TOTAL 1 86 N/A 150 P O Sheet Title: NOTES: Mechanical Schedules - 1. SEATING ZONE POPULATION IS BASED ON SEAT COUNT WITH NO DIVERSITY. 2. HVAC UNITS SHALL BE BALANCED TO PROVIDE THE MINIMUM OUTDOOR AIR QUANTITIES INDICATED. Scale: 3.AHU-1 /HP-1 SHALL BE EQUIPPED WITH DCV CONTROLS (SEE SCHEDULES AND HVAC CONTROL NOTES) ,,OR, A'FF) Sheet Number. ITtA M-0002 GENERAL HVAC NOTES HVAC PLAN KEY NOTES -_ A ALL IS NEW UNLESS NOTED OTHERWISE. O1 COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO =- ALL MECHANICAL EQUIPMENT. B INSULATE DUCTWORK PER CODE AND SPEC REQUIREMENTS 0 FULL SIZE SUPPLY AIR DISCHARGE DUCT. ON M-0001 (ALL NOT SHOWN). COORD. CLEARANCE REQUIREMENTS FOR ADDED INSULATION. U3 FULL SIZE RETURN AIR PLENUM. --== SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ALL O WALL MOUNTED THERMOSTAT FOR HVAC UNIT AT 60" AFF. THERMOSTAT EXPOSED DUCT WORK, DIFFUSERS, GRILLES, ETC. SHALL BE 7-DAY PROGRAMMABLE WITH NIGHT SETBACK AND A MINIMUM 5 DEGREE DEADBAND. CONFIRM HEIGHT COMPLIES WITH BARRIER FREE AND ALL OTHER LOCAL REQUIREMENTS. O O REMOTE TEMPERATURE SENSOR AT 60" AFF ON WALL. 02011 Starbuck3Q*eeCaTp y ® MANUAL BALANCE DAMPER (TYPICAL). DAMPERS SHALL NOT BE INSTALLED Starbucks Coffee AT THE GRILLE/NECK UNLESS SHOWN. �7 NOTE NOT USED. Company O NOTE NOT USED. 2401 Utah Avenue South Seattle, Washington 98134 CO2 SENSOR LOCATED AT 60" AFF ON WALL. INTERLOCK WITH RESPECTIVE (206) 318-1575 _ HVAC UNITS AND SEE M-0001 FOR FURTHER INFORMATION. COORDINATE CONTROLS WITH HVAC UNIT & PROVIDE ADDITIONAL CONTROL COMPONENTS These Drawings and Specifications are AS MAY BE NEEDED FOR A COMPLETE & OPERATIONAL SYSTEM. confidential and shall remain the sole property of 10 NOTE NOT USED. Starbucks Corporation. They shall not be reproduced(in whole or in part), shared with third parties or used in any manner on other projects or li MULTIPLE THERMOSTATS SHALL BE STACKED IN A VERTICAL CONFIGURATION extensions to this project without the priorwritten WITH A MINIMUM 8" CLEARANCE BELOW EACH THERMOSTAT. consent of Starbucks Corporation. These drawings and specifications are intended to 12 F&I SAMPLING TUBE AND DUCT SMOKE DETECTOR IN AIR PLENUM, express Design Intent for a prototypical Starbucks INTERLOCK DETECTOR WITH RESPECTIVE AIR HANDLER TO SHUT DOWN UNIT store(which is subject to change at anytime)and UPON DETECTION OF SMOKE. COORD. W/ELECTRICAL AND SEE POWER do not reflect actual site conditions. Neither party SHEETS FOR FURTHER REQUIREMENTS AND REMOTE ANNUNCIATOR. shall have any obligation nor liability to the other I (except as stated above)until a written agreement INTERCONNECT WITH CENTRAL SYSTEM IF APPLICABLE, (SEE DETAIL). 22»x22" 010 is fully executed by both parties. 13 " » COORDINATE WITH GC, LANDLORD AND STARBUCKS CM FOR FINAL APPROVED ---_= LOUVER LOCATIONS. SEE ELEVATION DETAIL. RENS .iH — 010" 500 14 ICE MACHINE: Fad INSULATED PRE—CHARGED REFRIGERANT LINES FROM ICE MACHINE TO REMOTE CONDENSER, COORDINATE WITH GC FOR EXACTFENSINSERINS X010 54x18 13 0104 30x24 13 X0112 8x8 LOCATION AND SUPPORT OF CONDENSER. SEE DETAIL FOR ROOF L« 6000 8x8 2000 130 PENETRATION. X0118 4 11 X0112 130 III AVL C s�t�154 0=10r�„M0 3) X0119 5 15 F&I WATER LEVEL DETECTOR IN AUXILIARY DRAIN THAT WILL SHUT DOWN AC PHIL 36577 � 8'gtf UNIT WHEN DRAIN LINE ES BLOCKED COI�ORMING TO CODE. COORUINATE rensch.engineering�comcast.net i _?�„ 3 30x24 i_ c ::-..---:.:.::.::: (AHU-1} INSTALLATION WITH PLUMBING & ELECT. ........._� ` . 20 ......:,� ::f � Revision Schedule 1 0104 � -� _ 21 2000 B E E: NOTE NOT USED i � 16 Rev Date By Description 12x12 . 17 NOTE NOT USED. 0108 Q01 12x12 X0106 18 SUSPEND AIR HANDLING UNIT ABOVE CEILING WITH SEISMIC VIBRATION 1 2fi HP-1 22400 J. ,. 8» u 251004 ISOLATORS & FLEXIBLE DUCT CONVECTIONS. SEE DETAILS FOR FURTHER 13 30x24 0104 REQUIREMENTS & SEE STRUCTURAL. Xr, 1600 12x12 t16 td m 12 I I 23.......................... :::::::: jr. >. .__ -- S C X0110 19 PROVIDE CONDENSATE DRAINAGE PER CODE. Fad CONDENSATE PUMP IF 260 --'' ' -- CONDITIONS PRECLUDE ABILITY TO GRAVITY DRAIN TO RECEPTACLE APPROVED 22X22 BY AHJ. CONTRACTOR TO ACQUIRE APPROVAL BY AHJ FOR RECEPTACLE .... . .. 2 3 1 EF-1 BEFORE BID. COORDINATE INSTALLATION OF CONDENSATE DRAINAGE WITH 0106 1000 1 26 HP-2 <<t�� _ i ', 20"0 F (IN CEILING} f��j, ; I 'E I " 20 FULL SIZE DUCT FROM LOUVER. TRANSITION DOWN TO GRILLES. W 24"x24" � *> � I .. 3 110 `' ............. ....._.... 5 £ 24 '' Q `` . r �W`r * - - ............ 21 F8d LOW VOLTAGE MOTORIZED DAMPER AND INTER-TIE TO AHU-1, AHU-2 & 20 : 16"0,\ 16"0 AHU-3 TO OPEN WHEN IN OCCUPIED MODE & CLOSE WHEN UNOCCUPIED. M - f 16"S8 Xr 12»�' {,�•, ,,:% o - » o CLOSELOSS OF POWER DAMPERS. COORDINATE EC FOR 120V 19 1$ 15 1 AHU-3 r ., �, I ;= 16 16 �,. ......... .. . .... E.. ........ ......... . 6 (TYP. POWER (ALL NOT OWNW/ ♦ cV ..: .. .................... Rn (IN CEILING) "' 12 W... 23 M ' 22 F&I SAMPLING TUBE AND DUCT SMOKE DETECTOR IN AIR PLENUM. %'' ' z: Q 12x12 (0100 Qp 1210 ¢ _ AHU-2 & AHU-3 TO SHUT DOWN UNITS � � INTERLOCK DETECTOR WITH AHU-1, 350 UPON DETECTION OF SMOKE. COORD. W/ELECTRICAL AND SEE POWER 12x12 5 X0119 " 12x12 SHEETS FOR FURTHER REQUIREMENTS AND REMOTE ANNUCIATOR. (SEE 12x12 14X0101 12X12 20 0 23 .,.. 0100 — / % 'E00 (AHU-3) 250 23 " _♦ 350 DETAIL). 400 0100, ' T ® 0 O THERMOSTAT, ECONOMIZER, SENSOR AND ALL CONTROLS SHALL BE FURNISHED 2 = s F COMPLETE MEETING ENERGY CODE. F8d MOTORIZED DAMPERS TO CONTROL 1 26 HP-3 OUTSIDE & RETURN AIR FOR ECONOMIZER AND NORMAL OPERATION. BALANCE 6 _ .. r DAMPERS SO THAT MINIMUM OUTSIDE AIR INDICATED IS OBTAINED WHEN NOT `4-24% AHU-1 1 15 18 19 _ .... 2 4 t IN ECONOMIZER MODE_ OUTSIDE AIR DAMPER SHALL REMAIN CLOSED DURING C� ttr♦.•i��t / SK Q 3 ' M ;► UNOCCUPIED MODE. 1245x24"-'_ (IN CEILING . 06 424 23 N I ��:♦' - `' V 15x15 3 = I 24 F8d INSULATED PRE-CHARGED REFRIGERANT LINES FROM AIR HANDLER TO X0113 3 r� - '♦" 675 /. BOO .:,,_ X12 OO ,.- Co 0 _ ASSOCIATED HEAT PUMP OUTSIDE THROUGH CEILING, IN A MANNER THAT V 26 ICE MACHINE D c�� , REMOTE CONDENSER s PROVIDES REFRIGERANT LINES PROTECTION FROM DAMAGE. 19 18 15 1 AHU-2 (� �'♦��"" y i 0 24 25 ACCESS PANEL: PROVIDE 24"X24" FOR EQUIPMENT ACCESS & 12" X 12" FOR ' k�•, s 114'fd r (IN CEILING) N 2 ` _ z- ' DAMPER ACCESS. COORDINATE WITH G.C. , 18» ; CNPROVIDE 4" THICK CONCRETE PAD FOR MOUNTING. COORDINATE WITH GC. 15x15 Q{ 12 � 675 X0113 --- <; <12»� ,; Cf7 LANDLORD, AND STARBUCKS CM ON COMPOSITION OF PADS. COORDINATE W � ,�,� „ » _ � -...--..... ? t;. i• GC, LANDLORD, AND STARBUCKS CM FOR FINAL LOCATIONS OF UMTS. E \J V12'sb 24X2 i 0100 12x12 ui 0 x 6 350 Z �r1 v (� "L� 00 4- :� 4� L0 U L f act. CU Q 0 00 PIN% 48X12 ;. r_ _.. - a V a a. 6) 1-- X0111 12x12 x 12x12 r X0119 5 s 2000 a 0100 350 0100 350 _ (AHU72) . ... © l d O , "= Store #: 24162 A' Project#: 63045-001 0102 14 0 650 NOT ALL OF LANDLORDS WORK IS issue Date: 10-23-14 SHOWN. SEE SHEET M-0001 FOR "LANDLORDS REQUIREMENTS" Sbux Design Manager. Ashley Blanton Designed by: Adam Lyons Drawn by: Dave Carlson Checked by: Chris Rensch SEE ARCH. PLANS FOR P. (3 Sheet Title: HVAC PLAN DIMENSIONED DIFFUSER '" LOCATIONS. ' Mechanical HVAC Plan 0 1 2 3 4 8 12 X . Scale: IwR Sheet Number: IRATION DATE: ' & M-1101 COORDINATE CONNECTION/METHOD 0 STRUCTURE NOTES AND WITH CONNECTION TO S. PLANS (TYPTRUCTURE IN FVIBRATION SHOP FABRICATED SHT FIELD N 1. PROVIDE SUPPORT FOR DIFFUSER & CAP PER CODE. ROUND INSUL STUB DUCT STRUCT .) ISOLATORS-KINETICS SEE STRUCTURAL 2. DETAIL CAN BE USED FOR SUPPLY OR RETURN. MTL CLG DIFFUSER CAP SAME SIZE AS FLEX DUCT ISOLATORS-K DETAILS FOR ALL THREAD(TYP. SRH SERIES (TYP. 4) 3. F&I EARTHQUAKE SUPPORT PER A.H.J. NET INSIDE DIM. SAME CONNECTION. SUPPLY OR RETURN AS DIFFUSER NECK RETURN RIGID DUCT. HANGER STRAP \�UNISTRUT RIGID ELBOW HANGER FLEX DUCT CLAMP SELF TAPPIN EQUALIZING GRID PERPEND SCREWS THREADED ROD LATERAL SUPPORT FLEX DUCT. PULL INSIDE TO STUB DUCT. FULL FLEX DUCT. PULL INSIDE PER STRUCTURAL SIZE OF DIFFUSER CAP. LOW DUCT OUTSIDE AIR REQUIREMENTS (TYP.) LINER TAUT. HEIGHT FROM DIFFUSER LINER TAUT P RE NECK TO STUB CNTRLN. DUCT CLG DIFFUSER. FASTEN TO CAP FABRICATE FROM 22GA SUPPLY W/ SHT MTL SCREWS, MIN ONE PERF SHT MTL (3/16" 1 02011 Staibucks came C=V" INSTALL CABLE SEISMIC RESTRAINTS **�FLEXIBLE DUCT CONN. (TYP.) PER SIDE. SEAL JOINT AIR TIGHT. HOLES ON 1/4 " CNTRS). FOR DUCTS OVER 48" WIDE�,' BOTH LONGITUDINALLY AND TRANSVERSELY SUPPORT FROM HVAC UNIT-SEE PLANS Starbucks Coffee TURN UNDER HOT OF DUCT PER SMACNA REQUIREMENTS. FACTORY PROVIDED FOR LOCATION FLEX DUCT CLAMP. M \1 /\7 J & FASTEN SUSPENSION MOUNTS F&I UNISTRUT WALL THREAD ROUND INSUL STUB DUCT NOTES: Company DUCT SIZE HANGER S17F MAX. SPACING ""IMING BOX (T-YP.) HANGERS IF FACTORY DOES NOT TYP SUSP LAY-IN CEILING SAME SIZE AS FLEX DUCT. 1. PROVIDE SUPPORT FOR \_CLG DIFFUSER. FASTEN TO CAP 2401 Utah Avenue South UP THRU 2 SQ.FT. 1" x 1/16" 81-011 PROVIDE UNIT SUSPENSION MOUNTS. SQUARE TO ROUND NO LABOR COLLAR. DIFFUSER & CAP PER W/ SHT MTL SCREWS, MIN ONE Seattle, Washington 98134 2 THRU 4 SQ.FT. 111 X 1/8" 81-01 DRIP PAN UNDER ENTIRE UNIT. F&I ENSURE HANGERS DO NOT OBSTRUCT z CODE PER SIDE. SEAL JOINT AIR TIGHT (206) 318-1575 INDIRECT DRAIN FOR CONDENSATE. ACCESS TO UNIT. 2. EQUALIZING GRD REQ'D 14 THRU 10 SQ.FT. 1" x 1/8" 6'-0" ZCLG DIFFUSER. FASTEN TO CAP W/ SHT MTL SCREWS, ON SUPPLY AIR DIFFUSERS TYP SUSP LAY-IN CEILING These Drawings and Specifications are OVER 10 SQ.FT. 111 x 1/811 4-1-011 MIN ONE PER SIDE. SEAL JOINT AIR TIGHT. ONLY confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced(in whole or in part), shared wit third DUGT HANGING DETAIL SUSPENDED FAN GSI L UNIT DETAIL LAY-IN CLG DIFFUSER LAY-IN CLG DIFFUSER parties or used in any manner on other projects or Textensions to this project without the prior w6ften T2 NTS NTS 4 con se nt of Starbucks Cc rporatio n. These IYINTS NTS (FOR USE IN LIMITED CEILING SPACE) drawings and specifications are intended to express Design Intent for a prototypical Starbucks CONDUCTORS AS NEEDED.::�� 4 120 V store(which is subject to change at anytime)and do not reflect actual site conditions. Neither party WAC DUCTWORK--- PROVIDE CONTROL shall have any obligation nor liability to the other WIRING FOR FAN (except as stated above) until a written agreement SAMPLING TUBE SHUT DOWN I is fully executed by both parties. SIZED FOR DUCT VC, 4 #14 RENSCH )i" 4 *14 ENIZINEERING DUCT MOUNTED SMOKE DETECTOR VC, 4 #14 11 LLC REMOTE ANNUNCIATOR/RESET SYSTEM SENSOR, LOCATED SENSOR, )6T III AM C 511IIIIIM 1% BELOW CEILING NEAR MANAGERS DESK (NOT SHOWN). PROVIDE PHENOLIC NAMEPLATE INDICATED HVAC DUCT OR rth FXL3804MD-33W rensch.engineering(ftonicastnet SMOKE DETECTOR NOTES- Revision Schedule 1) MECHANICAL TO PROVIDE THE COMPLETE DUCT DETECTOR, REMOTE STATION AND ALL ACCESSORIES AS Rev Date By Description NEEDED FOR A COMPLETE & OPERATIONAL SYSTEM. 2)WHEN STARBUCKS SPACE IS MONITORED BY CENTRAL BUILDING FIRE ALARM SYSTEM, CC TO COORDINATE WITH LANDLORD'S ALARM CONTRACTOR TO CONNECT BUILDING ALARM SYSTEM TO DUCT DETECTOR AUXILIARY CONTACTS. 3) MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL DUCT DETECTOR WITH MINIMUM TWO SETS OF AUXILIARY CONTACTS. 4) ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL CONTROL WIRING FROM DUCT DETECTOR TO AC UNIT. DUC DE DEAIL 5 NTSZ 0 NOTE: LOUVER LOCATIONS SHOWN FOR REFERENCE ONLY. REFER TO PLANS FOR ROUTING AND DETAILS COORDINATE WITH U) ARCHITECT AND LANDLORD FOR FINAL LOCATION OF LOUVERS. 06 30"x24" 30*x24' 54'A 8' (D OUTSIDE AIR OUTSIDE AIR 111Y—CP MINIMUM 10'-0* MINIMUM INTAKES INTAKE BAROMETRIC RELIEF LOUVER 00 CO co 12%12" >-CN RESTROOM EXHAUST LOUVE W 0-) W M I'D 0 E -8 (D - - - - - - - - - - - LO co (D a) 00 O "0 p, U) CF) iCM z Store #: 24162 Project 63045-001 Issue Date: 10-23-14 Sbux Design Manager. Ashley Blanton Designed by: Adam Lyons Drawn by: Dave Carlson Checked by: Chris Rensch Sheet Title: N Mechanical Details ELEVATI ON DETAIL EXTERIOR LOUVERNTS NOT ALL OF LANDLORD'S WORK IS Scale: OT SHOWN. HOWN. SEE SHEET M-0001 FOR *RE "LANDLORDS f;EQUREMENTS" Sheet Number. M-5001 TELEPHONE SYSTEM NOTES FIRE ALARM SYSTEM ELECTRICAL ABBREVIATIONS ELECTRICAL LEGEND LEED SYSTEM COMMISSIONING GENERAL CONTRACTOR SHALL CONTACT STARBUCKS PRIOR TO BEGINNING CONTRACTOR SHALL CONFIRM IF ANY ALARM SYSTEM AND/OR DEVICES ARE REQUIRED. AFF ABOVE FINISHED FLOOR HW HOT WATER $ SWITCH © JUNCTION BOX AHJ AUTHORITIES HAVING JURISDICTION SEE E-0002 COMMISSIONING NOTES. CONSTRUCTION TO ORDER TELEPHONE LINES. REPORT ANY TELEPHONE IF THE SYSTEM IS NOT FURNISHED & INSTALLED BY THE LANDLORD AND THE LANDLORD APPROX APPROXIMATE LL LANDLORD ZrNSTALLATION ISSUES IMMEDIATELY TO STARBUCKS. DOES NOT REQUIRE A SPECIFIC VENDOR, THEN CONTACT STARBUCKS FIRE ALARM BLDG BUILDING LV LOW VOLTAGE 3 THREE WAY SWITCH LA.N. RECEPTACLE ` VENDOR WHO WILL DESIGN, PERMIT AND INSTALL SYSTEM PER CODE ALL DEVICE CLG CEILING MAX MAXIMUM CONFIRM PRIM TO BEGINNING)CONSTRUCTION THAT LANDLORD HAS LOCATIONS SHALL BE APPROVED BY STARBUCKS DM PRIOR TO FINALIZING DESIGN. CKT CIRCUIT MECH MECHANICALFURM MOTION (OCCUPANCY) RECEPTACLE; THENISHED AND TELEPHONE POINT OFDPRESENCE20 OTO CONDUITINCLUDING SARIBUCKS DATA STRING RACKOM FIRE ALARM VENDOR CONST CONSTRUCTION MC MECHANICAL CONTRACTOR $ SENSOR SWITCH } � 110 DUPLEX NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF CONDUIT STANLEY CONVERGENT SECURITY SOLUTIONS CW COLD WATER MDP MAIN DISTRIBUTION PANEL ENERGY CODE CALCULATIONS AND PULL STRING ARE NOT INSTALLED. CONTACT: DAVE SALSBURY CM STARBUCKS CONST. MANAGER Mme' MECHANICAL, ELECTRICAL AND PLUMBING K KEYED SWITCH RECEPTACLE: 110 DEDICATED DUPLEX PHONE' 360 625 8540 CXA COMMISSIONING AGENT p ALL TELEPHONE ETWORK CABLING IS THE SCOPE OF WORK OF THE MFG MANUFACTURER , SEE SEPARATE FORMS FOR ENERGY CODE COMPLIANCE. TELEPHONE/NETWORK CABLING VENDOR AND THE SECURITY SYSTEM EMAIL: DSALSBURY06TANLEYWORKS.COM DL LIGHTS W/IN DAYLIGHT ZONE MIN MINIMUM SWITCHBANKGA RECEPTACLE: 02011 Starbuck®Ccfeecanp" VENDOR. TELEPHONE/NETWORK CABLING VENDOR SHALL BE SCHEDULED DEG DEGREES NL NIGHTLIGHT Q: 110 DUPLEX SUCH SYSTEM VENDuNG IS COMPLETE PRIOR TO ARRIVAL OF SECURITY DTL DETAIL SECURITY SYSTEM NOTES DM STARBUCKS DESIGN MANAGER NTS NOT TO SCALE ® TELEPHONE RECEPTACLE: LANDLORD REQUIREMENTS DN DOWN Starbucks Coffee OCP OVERCURRENT PROTECTION Li QUAD GENERAL CONTRACTOR SHALL SCHEDULE ON-SITE WORK PERFORMED BY DWG(S) DRAWING(S) PM PROJECT MANAGER Company THE TELEPHONE/NETWORK CABLING VENDOR AND THE SECURITY SYSTEM STARBUCKS CONTRACTS DIRECTLY WITH SECURITY VENDOR TO SUPPLY & INSTALL THE EA EACH REF REFERENCE RECEPTACLE: 2401 Utah Avenue South VENDOR. THE TEElLEEPHONE/NETWORK CABLING VENDOR SHALL BE SECURITY SYSTEM. CONTRACTOR TO SCHEDULE INSTALLATION OF SECURITY SYSTEM FOR EC ELECTRICAL CONTRACTOR REQ('D) REQUIRE(D) OT THERMOSTAT 208V OR 220V Seattle, Washington 98134 SCHEDULED SUCH THAT CABLING IS COMPLETE PRIOR TO ARRIVAL OF TWO TIMES, ROUGH-IN PRIOR TO DRYWALL INSTALLATION AND FINAL TRIM PRIOR TO ELEC ELECTRICAL REV REVISION/REVISION PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD/BUILDING (206) 318-1575 THE SECURITY SYSTEM VENDOR. STORE TURNOVER, SECURITY VENDOR REQUIRES A MINIMUM TWO WEEKS LEAD TIME FOR EM EMERGENCY SHT SHEET a THERMOSTAT SENSOR GROUNDING ELECTRODE OWNER FOR ANY CONSTRUCTION REQUIREMENTS/SPECIFICATIONS. IF EACH INSTALLATION. SECURITY VENDOR WILL COORDINATE REGIONAL INSTALLERS. ALL SPECS SPECIFICATION(S) = CONNECTION LANDLORD/BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL ADD11IONAL EXPENSES INCURRED DUE TO THE CONTRACTOR'S FAILURE TO SCHEDULE EX OR {IX) EXISTING ( ) These Drawings and Specifications are EXT EXTERIOR SF SQUARE FEET BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS jSPECIFICATIONS AND confidential and shall remain the sole property of ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. DISCONNECT SWITCH, EG EXHAUST GRILLE SS STAINLESS STEEL DIMMER ADHERE TO THEM. WHERE LANDLORD/BUILDING OWNER REQUIREMENTS ARE Starbucks Corporation. They shall not be FUSED, IF NEEDED SECURITY VENDOR F8d FURNISH & INSTALL TEL TELEPHONE MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE reproduced(in whole or in part), shared with third BOOR TEMP TEMPORARY � HARDWIRE CONNECTION ENGINEER), LANDLORD/BUILDING OWNER REQUIREMENTS SHALL. GOVERN. parties or used in any manner on other projects or THE DIEBOLD COMPANY TYP TYPICAL TC TIME CLOCK extensions to this project without the prior written CONTACT. STARBUCKS PROJECT MANAGEMENT TEAM FT FOOT consent of Starbucks Corporation. These H OTS P OT OR WI-FI NETWORK LINO UNLESS NOTED OTHERWISE pE PHOTOELECTRIC CELL drawings and specifications are intended to EMAIL DOCC.STARBUCKS®DIEBOLD.COM GFCI GROUND FAULT CIRCUIT PHONE: 206 6688 GC GENERAL CONTRACTOR WH WATER HEATER ELECTRICAL SCOPE OF WORK express Design Intent for a prototypical Starbucks ST INTERRUPTER WP WEATER PROOF RACEWAY TO PANEL OR BETWEEN OUTLETS-CONCEALED UNO. VIVRE store(which is subject to change at anytime)and ALL CABLING AND INFRASTRUCTURE TO SUPPORT THE T-1 HOTSPQT OR GND GROUND OR QUANTITIES NOT SHOWN. SEE POWER AND LIGHTING SHEETS FOR THE FOLLOWING SCOPE OF WORK IS BASED ON THE LANDLORD'S do not reflect actual site conditions. Neither party wi-n NETWORK SHALL BE FURNISHED AND INSTALLED BY THE VENDOR. POS 1 DATA LINE NOTES HR HOUR WIRING REQUIREMENTS, shall have any obligation nor liability to the other �� WORKLETTER, EXHIBIT C. THIS SCOPE OF WORK IS NOT INTENDED (except as stated above)until a written agreement COORDINATE WITH STARBUCKS. HVAC HEATING, VENTILATION, AIR CONDITIONING TO INDICATE THE FULL SCOPE BUT ONLY THE HIGHLIGHTS. THE is fully executed by both parties. CONTRACTOR (WHETHER STARBUCKS OR LANDLORD) SHALL DATA C EUAND T-1 CIRCUITS GENERAL ELECTRICAL NOTES CABLING IN THIS SECTION IS SEPARATE FROM THE REFERENCE THE COMPLETE WORKLETTER FOR DETAILED ATpFD — DESCRIPTION OF WORK BY BOTH PARTIES. ANY QUESTIONS F111SENBCH REGARDING SCOPE SHALL BE BROUGHT TO STARBUCKS ATTENTION STARBUCKS CONTRACTS DIRECTLY WITH THE DATA CABLING VENDOR TO SUPPLY AND INSTALL 1. EC SHALL VERIFY THE LOCATION ON ALL EXISTING UTILITIES AND BE 6. COORDINATE WITH OTHER TRADES FOR ANY NEEDED LOW VOLTAGE FOR CLARIFICATION. RESPONSIBILITY INDICATED BELOW MEANS CATEGORY 5 (CA T5} LAN CABLE AND CONNECTORS FOR THE PONT OF SALE (POS) SYSTEM. RESPONSIBLE FOR SITE INVES11GA11ON PRIOR TO BID TO REVEAL THE FULL CONTROL WIRING AND DEVICES THAT IS NEEDED BUT MAY NOT BE SHOWN ENSINEERING CONTRACTOR 0 SCHEDULE INSTALLATION OF DATA CABLING W/ DATA CABLING VENDOR. DATA SCOPE OF WORK. IN ADDITION, THE EC SHALL THOROUGHLY EXAMINE ALL IN THESE DRAWINGS. FURNISHED, PERMITTED AND INSTALLED BY THE PARTY INDICATED. «� 11 MUST M T CABLING VENDOR REQUIRES A LEAD TIME FOR INSTALLATION. DATA CABLING VENDOR WILL AREAS WHERE EQUIPMENT, CONDUIT, AND WIRING WILL BE INSTALLED AND III AYE.CIUITZ104SHOMiKiiimv C SYSTEM NOTES COORDINATE REGIONAL INSTALLERS. ALL ADDITIONAL EXPENSES INCURRED DUE TO THE WILL REPORT ANY CND11IN THAT PREVENTS THE PROPER INSTALLATION 7. TEMPORARY POWER: REUSE EXISTING PANEL(IF IN GOOD CONDITION) AND RESPONSIBILITY PH:368-11111834M CONTRACTOR'S FAILURE TO SCHEDULE ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE OF THE ELECTRICAL WORK PRIOR TO BID. SERVICE FOR TEMPORARY CONSTRUCTION POWER. ALL RECEPTACLES TO WORK DESCRIPTION LANDLORD STARBUCKS rensch.engineering0comcastnet CONTRACTOR. 2 EC SHALL COORDINATE WITH THE GC TO PATCH AND REPAIR ALL EXISTING BE USED DURING CONSTRUCTION SHALL BE GFI PROTECTED. MAIN BUILDING SERVICE AND POWER METER X PROVIDE AND INSTALL A COMPLETE WIRING SYSTEM FOR ALL SPEAKERS. AT THE START OF CONSTRUCTION, STARBUCKS CM SCHEDULES DELIVERY OF CASH WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN 8. ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. ELECTRICAL PANELS AND FEEDERS X Revision schedule CONNECT ALL SPEAKERS TO THE OWNER PROVIDED MUSIC SYSTEM. MOUNT REGISTER/MANAGER'S WORKSTATION EQUIPMENT AND INSTALLATION BY A DATA CABLING THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK. BALANCE ALL BRANCH CIRCUITS LOADS BETWEEN THE PHASES OF THE ELECTRICAL PANEL BREAKERS X Rev Date By Description OWNER FURNISHED SPEAKERS WHERE SHOWN AND IN COORDINATION WITH TECHNICIAN FOR TWO DAYS PRIOR TO CONSTRUCTION END. CONTRACTOR TO VERIFY DELIVERY SYSTEM TO WITHIN 10% OF THE HIGHEST PHASE LOAD IN EACH ABOVE FLOOR BRANCH CIRCUIT DISTRIBUTION X ARCHITECTURAL PLANS AND DETAILS. FOLLOW MANUFACTURER'S SCHEDULE TWO WEEKS PRIOR TO DELIVERY AND INSTALLATION DATE. EQUIPMENT IS SNIPPED 3. EXPOSED/SURFACE MOUNTED CONDUITS SHALL ONLY BE ALLOWED WHERE PANaBOARD. INSTALLATION REQUIREMENTS DIRECTLY TO THE STORE CONTRACTOR TO ACCEPT POS EQUIPMENT DELIVERY, DO NOT REFUSE NECESSARY IN EXPOSED CEILING AREAS. IF CONDUITS NEED TO BE UNDER FLOOR/SLAB POWER CONDUITS IN BLDG X DELIVERY. SURFACE MOUNTED TO WALLS, COORDINATE WITH STARBUCKS CM 9. THE EC SHALL SCHEDULE ALL ELECTRICAL SYSTEM(S) OUTAGES WITH THE UNDERGROUND SITE CONDUITS FOR DT&SIGNS X FOR APPROVAL AND SEE SPECS FOR FURTHER INFORMATION. GENERAL CONTRACTOR AND LANDLORD AT LEAST 24 HOURS IN ADVANCE SITE LIGHTING X DATA CABLING TECHNICIAN TO PROVIDE ALL CATEGORY 5 LAN CABLING AND CONNECTINS TO UNLESS APPROVED OTHERWISE ALL OUTAGES SHALL OCCUR BETWEEN BACK DOOR LIGHTING X COMMUNICATION SYSTEMS ALL DESIGNED AND FUTURE CASH REGISTER LOCATIONS, AND MANAGER'S WORKSTATION. 4. VERIFY LOCATION OF ALL OUTLETS AND SWITCHES WITH ARCHITECTURAL 11:OOPM AND 5:OOAM (AND DURING NON-STORE HOURS). PHONE SERVICE CONDUIT FROM D-MARK X DRAWINGS, INTERIOR DETAILS, FINISH SCHEDULES, GENERAL CONTRACTOR, STARBUCKS NEW STORE GROUP IS RESPONSIBLE FOR COORDINATING STARBUCKS POS SYSTEM EQUIPMENT VENDORS, STARBUCKS AND EXISTING SITE CONDITIONS. VERIFY 10.ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY IDT WINDOWPOWER X STARBUCKS CONTRACTS DIRECTLY WITH THE LANDLORD TO PROVIDE FOUR (4) DELIVERY AND INSTALLATION WITH THE DATA CABLING VENDOR. THIS GROUP MAY BE FINAL DOOR HINGE LOCATION PRIOR TO SWITCH INSTALLATION AND CONDUIT AND J-BOXES TO SUPPORT A COMPLETE SECURITY, IDT VNNDOW EXTERIOR LIGHTS(2 EACH) X CATS �ffil&_ COMMUNICATION CABLES TO THE SPACE. FOUR (4) CAT5 CABLES CONTACTED AT. NEWSTOREOSTARBTIUCKS.COM ADJUST SWITCH LOCATION IF NEEDED. DO NOT MOUNT PHONEPOS,AND DATA SYSTEMS SEE MANAGER WORKSTATION AND BAR ARE DICTO STORE OPERATINS/COMMUNICATIONS. RECEPTACLES/SWITCHES IN LOCATIONS THAT WOULD CONFLICT WITH POINT OF SALE (POS) POWER/TELECOM/SECURITY DIAGRAM. COORDINATE MIRRORS, SEAMS OF WALLS, WAINSCOTS, 11LE TRANSITIONS, ETC. ALL DEVICE LOCATIONS AND MOUNTING HEIGHTS WITH SECURITY VENDOR PRIOR TO ROUGH-IN. PROVIDE END-TO-ND PULL STRINGS IN ALL W 5. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR CONDUITS. LABEL EACH END OF THE PULL STRING WITH CONDUIT SYSTEM Z ARRANGEMENT OF SYSTEM(S). FOLLOW DRAWINGS IN LAYING OUT WORK ("SECURITY) AND DESTINATION ("CAFE',"FRONT BAR",ETC....). PROVIDE AND COORD. WITH OTHER TRADES TO VERIFY SPACE CONDITIONS AND INSULATED BUSHINGS ON ALL STUBBED-UP AND EXPOSED CONDUIT ENDS. CLEARANCES. MAINTAIN HEADROOM AND SPACE CONDITION. MAKE APPROPRIATE ADJUSTMENTS AT STARBUCKS DIRECTION. ELECTRICAL SPECIFICATIONS RACEWAYS CONDUCTORS AND TERMINATIONS NAMEPLATES GENERAL PANELBOARDS = PROVIDE CODE APPROVED WIRING METHODS FOR BRANCH CIRCUITING INDOORS, CONDUCTORS: SHALL BE COPPER, INSULATED FOR sOOv, TYPE THWN/THHN, NUMBER 12 PROVIDE PHENOLIC NAMEPLATES ON ELECTRICAL DEVICES SUCH AS DISCONNECTS NOTE: "CONTRACTOR "MEANS ELECTRICAL CONTRACTOR WHEN PANELBOARDS SHALL HAVE PLUG-IN OR BOLT N BREAKERS AND MALI SUCH AS EMT CONDUIT WITH COPPER CONDUCTORS OR MC CABLE(PROVIDED IT 1S CONCEALED FROM VIEW AND NOT EXPOSED). All ABOVE GROUND CONDUITS SHALL AWG MINIMUM UNO. AND PANELS WITH THEIR DESIGNATION (E.G. 'PANEL A'). PROVIDE DIRECTORY FOR REFERENCED ANYWHERE IN THE ELECTRICAL CONSTRUCTION DOCUMENTS LUGS ONLY OR MAIN BREAKERS AS NEEDED OR REQUIRED. • PANELS AND LABEL ALL BREAKERS. IF A TRANSFORMER IS INSTALLED, PROVIDE UNLESS WORK AND EQUIPMENT HAS BEEN COORDINATED BETWEEN THE PANELBOARDS SHALL BE CONSTRUCTED WITH ALUMINUM BUS AND BE BE EMT OR RIGID, MINIMUM 1/2 IN SIZE (UON). CONDUITS SHALL BE SIZED PER MOTORS AND OTHER WIRING: THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NEEDED NAMEPLATE ON TRANSFORMER AS FOLLOWS: 'HOT SURFACE DO NOT PLACE ANY ELECTRICAL AND GENERAL CONTRACTORS TO BE PROVIDED BY THE ENCLOSED IN NEMA 1 HOUSING (OR AS REQ'D BY CODE) AS CODE AND AS NEEDED TO INSTALL CONDUCTORS. CONDUIT CONNECTORS SHALL BE CONDUIT, WIRING, CONNECTIONS, AND SAFETY SWITCHES FOR ALL MOTORS, AND GENERAL CONTRACTOR. "NEEDED", 'PROVIDE", AND "INSTALL" MEANS ALL MANUFACTURED BY "SQUARE D" 'CUTLER HAMMER" OR EQUAL AND 06 DOUBLE LOCKNUT TYPE, UL LISTED AND LABELED, WITH COMPRESSION OR SET EQUIPMENT, EVEN IF THE MOTORS AND EQUIPMENT ARE SUPPLIED BY OTHERS. MOTORS, ITEMS ON TOP OR ON SIDES OF TRANSFORMER . ITEMS CALLED OUT IN THE CONTRACT DOCUMENTS AND ANY ADDITIONAL ' CAPABLE OF ACCEPTING SCREW FITTINGS PVC CONDUITS ARE NOT ALLOWED ABOVE SLAB UNLESS CODE CONTROLS, ETC. MAY BE FURNISHED BY THE SUPPLIER OF THE DRIVEN EQUIPMENT. THE ITEMS NOT CALLED OUT BUT REQUIRED TO MAKE A COMPLETE AND GFl BREAKERS. ENCLOSURE(S) SHALL 8E OPERATIONAL SYSTEM. COMPLE=TE WITH A HINGED DOOR, CYLINDER LOCK, AND A NEATLY TYPED AND AHJ APPROVED/LISTED FOR THAT USE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL WORK AND CONNECTIONS NEEDED TO MAKE GROUNDING CIRCUIT BREAKER DIRECTORY UNDER PLASTIC COVER IN EACH PANEL CONDUIT RUNS N EXTERIOR OF BUILDING SHALL BE CONCEALED AND BE RIGID STEEL THE SYSTEM COMPLETE AND OPERATIONAL SCOPE DOOR. ALL MULTIPLE POLE BREAKERS (AND OTHER BREAKERS REQ'D BY CONDUIT WITH WEATHER TIGHT, CORROSION-RESISTANT FITTINGS (OR PVC WHERE ALL CONNECTIONS TO MECHANICAL EQUIPMENT SHAM BE DONE HY THE ELECTRICAL ALL MAJOR PARTS NOT CARRYING CURRENT, INCLUDING BUT NOT LIMITED TO, THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS IS TO PROVIDE CODE) SHALL HAVE A COMMON TRIP HANDLE. J CO LISTED FOR EXTERIOR-DIRECT SUNLIGHT USE). CONDUIT SHALL NOT BE RUN EXPOSED CONTRACTOR. SECONDARY FEEDER CIRCUIT, EQUIPMENT AND PANELBOARD ENCLOSURES, PULL A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE m co WITHOUT SPECIFIC PERMISSION FROM THE CONSTRUCTION MANAGER. AND JUNCTION BOXES AND OTHERS DEFINED BY CODE, SHALL BE PROPERLY ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, THE ELECTRICAL CONTRACTOR SHALL VERIFY EQUIPMENT LOCATION AND SIZES WITH THE GROUNDED. METAWC RACEWAYS SHALL UTILIZE DOUBLE LOCKNUTS AND OTHER MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE ELECTRICAL MOUNTING -0 r,- WHERE RACEWAYS ARE INSTALLED FOR OTHERS TO USE, OR FOR FUTURE USE, TRADE AND VENDOR SUPPLYING THE EQUIPMENT PRIOR TO ROUGH-IN. GRONGS TO PROVIDE GROUND CONTINUITY. �K. W I-- USE 07 PROVIDE NYLON PULL STRINGS END TO END WITH A LABEL ON BOTH ENDS STATING MOUNT DISCONNECTS TO STRUCTURE INDEPENDENT OF THE MECHANICAL UNIT USE AND LOCA11N OF OTHER STUB (E.G. DATA-FRONT POS). PERMITS AND FEES u, PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED USING 3M LOW VOLTAGE LIGHTING THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL HOUSING OR WITH INDEPENDENT UNISTRUT SUPPORT. DISCONNECTS MOUNTED TO E � 0 FIRE HARRIER CAULK, NELSON ELECTRIC FD�►MESEAL {R T8i$ FLAMESAFE OR OTHER PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE UNITS ARE ONLY ALLOWED WHERE ACCEPTED BY THE LOCAL CODE AUTHORITY .. ELECTRICAL SCOPE OF WORK PRIOR TO STARTING THE WORK. AND LOCATED SO AS TO NOT BLOCK ACCESS OR LABELS OF UNIT. z ¢ 72 METHOD APPROVED BY THE ARCHITECT AND AHJ. INSTALL UGHTING SYSTEM(S) COMPLETE AND FULLY OPERATIONAL AND IN i LID ALL LOW VOLTAGE WORK SHALL COMPLY, BE PERMITTED AND INSPECTED PER STALE CONFORMANCE WITH CODE, AHJ AND FIXTURE LISTING AGENCY REQUIREMENTS. WARRANTY of a 000 CONDUIT RUNS CONCEALED IN CONCRETE OR UNDERGROUND SHALL BE 3/4 MINIMUM, (AND AHJ) REQUIREMENTS. ALL LOW VOLTAGE WORK SHALL BE INSTALLED BY A CLEAN All FIXTURES AT TIME OF JOB COMPLETION UTILIZING MANUFACTURERS THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL �- &_UNLESS OTHERWISE NOTED W/RIGID STEEL ELBOWS. CONDUIT CONNECTORS SHALL BE LICENSED CONTRACTOR IN ACCORDANCE WITH THE STATE AND AHJ REQUIREMENTS. WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A ELECTRICAL SHEET INDEX a.DOUBLE LOCKNUT TYPE, UL LISTED AND LABELED, WITH COMPRESSION OR SET SCREW APPROVED OR RECOMMENDED CLEANING SOLUTIONS. ALL FIXTURES AND LAMPS PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY FITTINGS. ALL LOW VOLTAGE CABLING INSTALLED UNDERGROUND SHALL BE ROUTED IN A CONDUIT SHALL BE AS SCHEDULED AND APPROVED BY STARBUCKS. STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK IF CONDUIT RACEWAYS CANNOT BE RECESSED IN WALLS DUE TO CONSTRUCTION OR RACEWAY AND CABLING/CONDUCTORS SHALL BE LISTED FOR USE IN INET LOCATIONS, PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING E-0001 ELECTRICAL SPECIFICATIONS Store #: 24162 EXISTING CONDITIONS, PROVIDE A STEEL SURFACE MOUNTED RACEWAY SYSTEM FOR LOW VOLTAGE APPLICATION AND PER AHJ. SWITCHES AND RECEPTACLES WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS E-0002 ELECTRICAL PANEL SCHEDULES & ONE-LINE DIAGRAM AND WORKMANSHIP. E-1001 SITE POWER PLAN Project#: 63045-001 (WIREMOLD, HUBBEL OR APPROVED EQUAL) WITH ALL COMPATIBLE DEVICES. THIS TYPE ALL LOW VOLTAGE CABLING ROUTED INDOORS SHALL BE ROUTED CONCEALED IN E-1100 ELECTRICAL UNDERSLAB CONDUIT PLAN _ ON SYSTEM IS ONLY ALLOWED WHERE APPROVED BY STARBUCKS INCLUDING LAYOUT. WALLS/CEILINGS IN A CONDUIT RACEWAY (UNLESS OWNER AND AHJ AUTHORIZE IT TO BE SWITCHES: LEVITON COMMERCIAL GRADE OR APPROVED EQUAL WITH DURABLE CODES E-1101 POWER PLAN CONFIRM COLOR AND ANY CUSTOM FINISHES WITH STARBUCKS. ROUTED EXPOSED THROUGH WALL/CEILING). IF APPROVED BY OWNER & AHJ TO BE COVERPLATES. COORDINATE WITH STARBUCKS DM FOR COVERPLATE TYPE (E.G. PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT NATIONAL E-1102 LIGHTING PLAN - ROUTED EXPOSED, CABLING SHALL BE PROPERLY FASTENED/SUPPORTED PER CODE, AHJ, STAINLESS STEEL) AND FOR COLOR OF SWITCH AND PLATE. ELECTRICAL CODE, STATE CODES, CITY ELECTRICAL CODES, AND ALL E-1103 LIGHTING SCHEDULES & CONTROLS Issue Date: 10-23-14 BASIC MATERIALS AND METHODS AND INDUSTRY STANDARDS. CABLING NOT ROUTED IN CONDUIT SHALL BE PLENUM RATED RECEPTACLES: LEVITON COMMERCIAL GRADE OR APPROVED EQUAL WITH DURABLE OTHER APPLICABLE CODES INCLUDING ANY STATE OR LOCAL ENERGY E-5001 ELECTRICAL DETAILS WHERE REQUIRED BY CODE OR AHJ (CONFIRM WHE=THER CEILING SPACE IS BEING USED AS CODES. ALL WORK SHALL ALSO BE IN COMPLIANCE WITH BUILDING Sbux Design Manager. Ashley Blanton AN AIR PLENUM.) COVERPLATES. COORDINATE WITH STARBUCKS DM FOR COVERPLATE TYPE (E.G. OWNERS CRITERIA. IN CASE OF CONFLICT BETWEEN THE DRAWINGS, MATERIALS: PROVIDE ALL NEW MATERIAL AND EQUIPMENT UNLESS NOTED OTHERWISE STAINLESS STEEL) AND FOR COLOR OF RECEPTACLE AND PLATE. INSTALL SPECIFICATIONS, CODES, ORDINANCES, AND AUTHORITIES HAVING Designed by: Shiloh Thorensen ALL EQUIPMENT SHALL BE UL APPROVED, LABELED, AND LISTED OR OTHER APPROVED ALL LOW VOLTAGE CABLING OUTDOORS (E.G. ON ROOF) SHALL BE ROUTED IN CONDUIT RECEPTACLES PLUMB, LEVEL, AND SECURE TO J-BOX. PROVIDE GFCI TYPE WHERE JURISDICTION, THE MOST STRINGENT STANDARD (IN THE OPINION OF THE Drawn by: Dave Carlson TESTING ORGANIZATION WHICH HAS ACCEPTANCE BY THE AUTHORITIES HAVING PER CODE AND AHJ REQUIREMENTS UNLESS SPECIFICALLY LISTED AND LABELED FOR INDICATED AND WHERE REQUIRED BY CODE AND AHJ. GFCI RECEPTACLES SHALL BE ENGINEER) SHALL APPLY. THE EC SHALL SATISFY CODE, AHJ, DRAWINGS, JURISDICTION FOR THE PURPOSE FOR WHICH THEY ARE USED. IN ADDITION, MEETING EXTERIOR USE. CLASS A RATED FON PERSONNEL PROTECTION. AND SPECIFICATIONS AS A MINIMUM STANDARD WITHOUT ANY EXTRA Checked by: Chris Rensch - COST. ALL REQUIREMENTS OF THE CURRENT APPLICABLE CODES AND REGULATIONS. NO OCCUPANCY SENSORS: SENSORSWITCH WSD SERIES FOR SINGLE OCCUPANT ALLSTITUTION ITEMS AREONNEW UNLESS OTHERWISE NOTED.MATERIALS SPECIAM WILL BE ALLOWED UNLESS NOTED OTHERWISE RESTROOMS AND FUSED SWITCHES ULTRASONIC SOUNDOSETS AND ACTIVATED) FORSPARTITIIONED RESTROOMS.SERIES (PDR AND STANDAREQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE 0 Sheet Title: PROVISIONS OF NEC, WAC, ASTM, UL, ETL, NEMA, ANSI, AND OTHER Electrical CUTTING AND FITTING: PERFORM CUTTING, CORING, FITTING, REPAIRING AND FINISHING APPLICABLE AGENCY AS THEY APPLY TO EACH INDIVIDUAL UNIT OR ` S OF THE WORK NECESSARY FOR THE INSTALLATION OF THE EQUIPMENT. HOWEVER, NO FUSED SWITCHES: HEAVY DUTY TYPE, HORSEPOWER RATED WITH INTERLOCKING COVER. ASSEMBLY. Specifications NEMA 1 TYPICAL OUTDOOR AND WET LOCATION SWITCHES SHALL BE RAINTIGHT TYPE CUTTING OF THE WORK OF OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL Scale. CONSIRUCI1ON MANAGER GC NEMA 3R. ALL SWITCHES SHALL BE LOCKABLE. FUSES IN CIRCUITS RATED AT 600 LEED BE DONE WITHOUT THE CONSENT OF THE ARCHITECT, AMPERES OR LESS SHALL BE UL CLASS RK1 DUAL-ELEMENT, TIME DELAY, CURRENT ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET LEED REQUIREMENT'S " ' AND/OR OWNER. PROPERLY FILL, SEAL, FIREPROOF, AND WATERPROOF ALL OPENINGS, LIMITING FUSES FUSES IN CIRCUITS RATED AT 601 AMPERES OR LARGER SHALL BE UL & CODE IN CASE OF CONFLICT, THE HIGHER STANDARD SHALL APPLY. SLEEVES AND HOLES IN SLABS, WALLS, AND CASEWORK. MER G. Sheet Number. CLASS L TIME-DELAY, CURRENT LIMITING SWITCHES. RAATION DRTU 11W E-0001 LEED SYSTEM COMMISSIONINGp . PANEL A CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING -- VOLTAGE: 208 V/120V 3PH,4w MAIN BREAKER: MLO CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND FED FROM: SERVICE ENTRY AIC RATING: SEE ONE-LINE REQUIRED TO CONDUCT AND FACILJTATE STARBUCKS STAFF BUILDING COMMISSIONING �► -__ BUS: 200 AMP LOCATION: WORKROOM EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: -_- NOTES SERVES TYPE CKT BRKR CKT CKT PHASE LOADS CKT CKT CKT BRKR TYPE SERVES NOTES 1) SUPPORT STARBUCKS COMMISSIONING AGENT (CXA} DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICI CIES; LOAD AMP POLE NO. LOAD A B c LOAD NO. AMP POLE LOAD 2) PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM STARTUP AND SUPPORT - HP-1 H 60 /2 1 3,900 3,900 2 20 /1 SPARE FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CXA; H 3 3,900 4,260 360 4 201/1 K WARMERS GFI 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND TO UTILITY HP-2 H 60 12 5 3,900 5,300 1,400 6 20 /1 K GRINDER/SCALE GFI SUBMIT REPORTS' c�2011Star6ucksCorteeCarrpany TRANSFORMER (BY LANDLORD) H 7 3,s00 5,164 1,260 8 20 ti R SEATING RECEPTACLES CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: HP-3 H 50 /2 9 3,099 4,539 1,440 10 20 /1 R PLUGMOLD Starbucks Coffee 400A 208V/120V 3¢, 4W H 11 3,099 4,299 1,200 12 20 11 R SEASONAL RECEPTACLES A.SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE NOT LIMITED TO, SERVICE CT CAN & METER. ESPRESSOMACHINE K 40 /2 13 3,300 6,545 3,245 14 35 /2 H AHU-1 DOMESTIC HOT WATER GENERATION, HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST Company FANS, HVAC CONTROLS, LIGHTING CONTROLS, AIR CURTAINS, BUILT-IN K 1s 3,300 s.sas 3,245 1s H REFRIGERATION EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. 2401 Utah Avenue South ESPRESSO MACHINE K 40 /2 17 3,300 3,500 200 18 20 /1 NC HVAC SMOKE DETECTOR Seattle, Washington 98134 M K 19 3,300 4,020 720 20 20 /1 R HVAC RECEPT B.CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE 1 (206) 318-1575 LENGTH SHALL NOT EXCEEDAND SHOW INTERVALS FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS TWIN BREWER K 50 /2 z1 4,100 4,100 22 20 /1 SPARE RESPONSIBLE AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA TAP CODE REQUIREMENTS These Drawings and Specifications are K 23 4,100 4,390 290 24 20 /1 L FOOD CASE LIGHTING CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TO confidential and shall remain the sole property of 200A FUSED DISCONNECT DISHWASHER K 50 /2 25 4,160 5,470 1,310 26 20 /2 K FOODCASE COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. Starbucks Corporation. They shall not be SWITCHES K 27 4,160 5,470 1,310 28 K reproduced(in whole or in part), shared with third C.CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE parties or used in any manner on other projects or WARMING OVEN K 30 /2 29 2,950 4,510 1,560 30 20 /1 K BLENDER GFI MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS. ENSURE THAT extensions to this project without the prior written K 31 2,950 3,790 Bao 32 20 /1 NC POS GFI ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE, AND ACCESSIBLE TO consent of Starbucks Corporation. These STARBUCKS CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE drawings and specifications are intended to GFI U/C REF/CUP LABELER K 20 /1 33 1,020 1,920 900 34 20 /1 NC POS EQUIPMENT GFI TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION VERIFICATION. express Design Intent for a prototypical Starbucks OUTSIDE OF GFI REACH-IN REFRIG/FREEZER K 20 /1 35 1,200 1,400 200 36 20 /1 NC SAFE GFI store(which is subject to change at anytime)and 41310 CU., W/GND, IN 2"C STARBUCK'S SPACE GRAB-N-GO CASE K 20 /z 37 1,310 1,710 400 38 20 /1 K CUP LABELER GFI D.INSTALLATION VERIFICATION SHALL BE PERFORMED BY STARBUCKS' CXA. do not reflect actual site conditions. Neither party CONTRACTOR SHALL SUPPORT STARBUCKS CXA INSTALLAT10NI VERIFICATION shall have any obligation nor liability to the other K 39 1,310 2,150 840 40 20 /1 K U/C REFRIG GFI (except as stated above) until a written agreement GFI REACH-IN REFRIG/FREEZER K 20 /1 41 1,200 2,760 1,560 42 20 /1 K BLENDER GFI EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR is fully executed by both parties. IN STARBUCK'S STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED CORRECTLY. PANEL CONNECTED WATTS= 30,595 28,984 26,159 SPACE PHASE CONNECTED AMPS= 255 242 218 E. CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR DEFECTS DISCLOSED BY THE INSTALLATION FIrENSCH VERIFICATION PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER CONN. DEMAND DEMAND LOAD TYPE KEY: WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. KVA FACTOR KVA K = KITCHEN LOAD 200 AMP 200 AMP ALL SHOWN 15 BY LANDLORD. _ F. ALL HVAC, EXHAUST FAN, AND AIR CURTAIN EQUIPMENT SHALL BE TESTED, "` r ■ w • TOTAL KITCHEN LOAD - 50.40 X 0.65 - 32.76 L = LIGHTING LOAD PANEL A PANEL B (CONFIRM) _ _ ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, ADJUSTING AND 111 AVL C�I11n104irP�i y»t 0 - 42 SPACE 42 SPACE TOTAL LIGHTING LOAD - 0.29 X 125 - 0.36 NG = NON-CONTINUOUS LOAD TOTAL NON-CONT.LOAD = 2.14 X 1.0 = 2.14 R = RECEPTACLE LOAD BALANCE AGENT SEE TESTING, ADJUSTING AND BALANCING AFTER THE SYSTEM PH:1398 7 • IS VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE rensch.engineeringfcomcast.net TOTAL RECEPTACLE LOAD = 4.62 X 1.0 = - 4.62 UNDER 1OKW CL = CONTINUOUS LOAD WITH THE REQUIREMENTS OF THESE DOCUMENTS. AL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES COMPONENTS EQUIPMENT TOTAL CONTINUOUS LOAD = 4.00 X 1.25 = 0.00 H = HVAC LOAD ' ' Revision Schedule NOTE: 1. EQUIPMENT AIC RATINGS SHALL EXCEED THE AVAILABLE FAULT CURRENT. AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH _ SYSTEM SHALL BE SERIES RATED IF NECESSARY TO OMIT SHORT CIRCUIT TOTAL HVAC LOAD - 28.29 x 1.0 - 28.29 LM = LARGEST MOTOR LOAD THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE TESTED Rev Date By Description CURRENT TO BELOW 22,000 AIC (FOR GFI BREAKERS). COORDINATE WITH TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH THE CONTRACT LANDLORD. LARGEST MOTOR LOAD - 0.00 x 1.25 0.00 REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN TESTING AND AIR _ TOTAL KVA = 85.7 = 68.2 BALANCE REPORT CONFORMING TO THE REQUIREMENTS SPECIFIED HEREIN, 2. ALL PANELS/EQUIPMENT SHALL BE PERMANENTLY LABELED FOR "ARC DOCUMENTING THE INFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXA FLASH HAZARD" AS REQUIRED BY SEC. 110.16 OF THE NEC. CONN. DEMAND AMPS IMMEDIATELY UPON COMPLETION OF THE WORK. _ - TOTAL AMPS - 238 AMPS = 189 AMPS@2g8Y/120V 3PH,4W NOTES: G.CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR GFI-F&I NEW GFI BREAKERS(RATED FOR PERSONNEL PROTECTION PER CODE)AND DEDICATED NEUTRALS FOR THESE CIRCUITS TO PREVENT FALSE TRIPPING.EQUIPMENT FUNCTIONAL PERFORMANCE TESTING PRIOR TO STARTING TESTING. CONTRACTOR SERVICE NE LINE DIAGRAM AIC RATINGS SHALL EXCEED THE AVAILABLE FAULT CURRENT. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY PRIOR TO CONSTRUCTION. SHALL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATION SYSTEM SHALL BE SERIES RATED IF NECESSARY TO LIMIT SHORT CIRCUIT CURRENT TO BELOW 22,000 AIC(FOR GFI BREAKERS). THE CORRECT OPERATION OF EQUIPMENT, RESPONSE OF SENSORS, AND PROPER IEXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES; INCLUDING BUT NOT NTS LIMITED TO, AIR MOVEMENT, TEMPERATURE, SOUND, AND CONTROL RESPONSE. W PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT AS NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS AND DOCUMENT ALL z EQUIPMENT TESTING. STARBUCKS CXA WILL RECORD THE EQUIPMENT OPERATION PANEL B AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY VOLTAGE: 208 V/120V 3PH,4W MAIN BREAKER: MLO DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR FED FROM: SERVICE ENTRY AIC RATING: SEE ONE-LINE CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BUS: 200 AMP LOCATION: WORKROOM AIR HANDLING UNITS, ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, LIGHTING CONTROLS, ETC. DELIVERABLES: PROVIDE COMPLETED COPIES OF NOTES SERVES TYPE GKT BRKR CKT CKT PHASE LOADS CKT CKT CKT BRKR TYPE SERVES NOTES ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURERS' FORMS, TO THE LOAD AMP POLE NO. LOAD A B C LOAD NO. AMP POLE LOAD STARBUCKS CXA EXHAUST FANS CL 20 /1 1 400 1,600 1,200 2 20 /1 L EXTERIOR SIGNAGE H,CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES TRACK&DL BAR LIGHTS L 20 /1 3 325 425 100 4 20 /1 NC LCP DISCLOSED DURING THE FUNCTIONAL PERFORMANCE TESTING PROCESS. SEATINGIDECO.PENDANTS L 20 /1 5 1,303 2,143 840 1 6 1 20 /1 K UC REFRIG GFI CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO WORKROOM LGT L 20 /1 7 536 3,836 3,300 8 40 /2 K DT ESPRESSO MACHINE THE SYSTEM AND CONSTRUCTION SCHEDULE. WARMING OVEN K 30 /2 9 2,950 6,250 3,300 10 K 1. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE-TESTING OF EQUIPMENT K 11 2,950 3,018 68 12 20 /1 L LTG-EXT DT DEEMED NECESSARY BY STARBUCKS CXA DURING INSTALLATION VERIFICATION AND STARBUCKS SERVICE SUMMARY GFI HOT TAP K 20 /1 131 1,356 2,856 1,500 14 20 /1 R WORKROOM OUTLET GFI FUNCTIONAL PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR 06 LOAD CONNECTED DEMAND DEMANDCORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY DESCRIPTION KVA FACTOR KVA fi R GFI UTC REFER K 20 11 15 840 2,040 1,200 1fi 20 !1 NC MANAGERS DESK AND AL RE-TESTING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER V WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE AHU-2 H 35 /2 17 3,245 4,445 1,200 18 20 /1 NC MANAGERS DESK TOTAL KITCHEN LOAD = 71.8 X 0.65 = 46.7 H 19 3,245 3,745 500 20 20 /1 NC MANAGERS DESK DELIVERABLES: FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE TOTAL LIGHTING LOAD = 7.3 x 1.25 = 9.2 ICE MACHINE K 20 /2 21 1,435 4,680 3,245 22 35 /2 H AHU-3 ACTIONS PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION C TOTAL NON-CONT. LOAD = 9.8 X 1.00 = 9.8 K 23 1,435 4,680 3,245 24 H VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESULTS. R3 m J M TOTAL RECEPTACLE LOAD = 6.1 X 1.00 - 6.1 PHONEBOARD NC 20 /1 25 360 1,440 1,080 26 20 /1 NC DT ORDER MONITOR/MISC.WRMRS GFI J. CONSTRUCTION AND POST CONSTRUCTION TESTING: ADDITIONAL TESTING MAY BE Z TOTAL CONT. LOAD = 9.4 x 1.25 - 11.7 GFI U/C REFRIG K 20 /1 27 840 1,840 1,000 28 20 /1 NC DT COMM BASE/CCTV GFI REQUIRED BY LEED AND OTHER PROCESSES THAT MAY OCCUR OUT OF SEQUENCE t�- TOTAL HVAC LOAD = 41.3 X 1.00 = 41.3 WITH COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT, DOCUMENT, GFI CUP LABELER(S) NC 20 /1 29 360 1,260 900 30 20 /1 NC DT POS&EXPEDITOR GFI ! , � W CD LARGEST MOTOR LOAD = 0.0 X 1.25 = 0.0 SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBUCKS CXA. W GFI DT U/C REFRIG K 20 /1 31 840 1,040 200 32 20 /1 NC DT WINDOW N U) TOTAL KVA = 145.8 = 124.8 GFI HOT TAP K 20 /1 33 1,356 2,356 1,000 34 20 /1 L DT MENU BOARD/PRE-MENU O TOTAL AMPS = 405.1 AMPS = 346.9 ELECTRIC WATER HEATER GL 40 /3 35 2,246 3,046 800 36 20 /1 NC SPEAKER POST ca a (ai,,_7208V/120V 3-PHASE,41(MRE) AMPS Z Q Z3 CL 37 4,500 5,100 600 38 20 /1 L DT SIGNAGE L L CL 39 2,246 3,246 1,000 40 20 /2 L I PYLON SIGNAGE 00 C SPARE 20 /1 1 41 1 1,000 1,000 42 1 L a a cit H PHASE CONNECTED WATTS= 19,617 20,837 19,592 PHASE CONNECTED AMPS= 163 174 163 Store #: 24162 CONN. DEMAND DEMAND LOAD TYPE KEY: Project#: 63045-001 KVA FACTOR KVA K = KITCHEN LOAD NOT ALL OF LANDLORD'S WORK IS TOTAL KITCHEN LOAD = 21.44 X 0.65 = 13.94 L = LIGHTING LOAD SHOWN. SEE SHEET E-0001 FOR - TOTAL LIGHTING LOAD = 7.03 X 1.25 = 8.79 NC = NON-CONTINUOUS LOAD LANDLORDS REQUIREMENTS - TOTAL NON-CONT.LOAD = 7.70 X 1.0 = 7.70 R = RECEPTACLE LOAD Issue Date: 10-23-14 TOTAL RECEPTACLE LOAD = 1.50 X 1.0 = 1.50 UNDER 10KW CL = CONTINUOUS LOAD Sbux Design Manager: Ashley Blanton TOTAL CONTINUOUS LOAD = 9.39 X 1.25 = 11.74 H = HVAC LOAD TOTAL HVAC LOAD = 12.98 X 1.0 = 12.98 LM = LARGEST MOTOR LOAD Designed by: Shiloh Thorensen LARGEST MOTOR LOAD - 0.00 X 1.25 = 0.00 Drawn by: Dave Carlson TOTAL KVA = 60.0 = 56.6 Checked by: Chris Rensch CONN, DEMAND AMPS AMPS 208Y/120V 3PH,4W OFA Sheet Title: r TOTAL AMPS = 167 AMPS = 157 @ ��', NOTES: Electrical Panel GFS-F&I NEW GFI BREAKERS(RATED FOR PERSONNEL PROTECTION PER CODE)AND DEDICATED NEUTRALS FOR THESE CIRCUITS TO PREVENT FALSE TRIPPING.EQUIPMENT a AIC RATINGS SHALL EXCEED THE AVAILABLE FAULT CURRENT. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY PRIOR TO CONSTRUCTION. Schedules & One-Line SYSTEM SHALL BE SERIES RATED IF NECESSARY TO LIMIT SHORT CIRCUIT CURRENT TO BELOW 22,000 AIG FOR GFI BREAKERS). Scale. ( ) Diagram Sheet Number: PIR Tll N DA'T'"E""z D E-0002 KEY NOTES O CONTRACTOR IS TO FURNISH AND INSTALL PULLSTRINGS THROUGH ALL CONDUITS. STUB CONDUITS UP IN LOCATIONS PER ARCHITECTURAL SHEETS. QUANTITIES OF CONDUITS PER THIS SHEET, NOT ARCHITECTURAL. NOTE THIS SHEET IS FOR REFERENCE ONLY. ALL WORK IS INSTALLED O ALL UNDERSLAB (POWER & LAN) CONDUITS SHALL BE 3/4" UNDER A SEPARATE PERMIT BY LANDLORD. PVC. U.O.N. ALL STUB UPS & ELBOWS FOR POWER, LAN & OTHER SHALL BE RIGID STEEL. O SEE PLUMBING PLANS FOR ADDITIONAL UNDER FLOOR Q ITEMS (TYPICAL). 02011 StarbucksCdFeeCo"pwy O CONTRACTOR SHALL F&I CORE DRILLS, CONCRETE CUTTING, AND PATCHING WHERE NEEDED TO PENETRATE EXISTING CONCRETE Starbucks Coffee FOOTINGS/SLAB. COORDINATE WITH STARBUCKS AND GENERAL CONTRACTOR TO DETERMINE SPECIFIC METHODS AND EXACT Company LOCATIONS. 5� 2401 Utah avenue South PROTECT CONDUIT OPENINGS FROM CONTAMINANTS AFTER Seattle, Washington 98134 CONDUITS ARE INSTALLED AND PRIOR TO BACKFILL. (206) 318-1575 O IF POSSIBLE, ALL STUB UPS SHALL BE �" OC MINIMUM. O CONDUITS ROUTING TO POWER PANELS SHALL EXTEND UP WALL These Drawings and Specifications are confidential and shall remain the sole property of UNDER PANELS AND TERMINATE IN PANELS WITH APPROPRIATE Starbucks Corporation. They shall not be FITTINGS AND BUSHINGS READY FOR WIRE TO BE PULLED BY reproduced (in whole or in part), shared with third OTHERS. F&I J-BOXES/WIREWAYS TO ACCOMPLISH THIS IF parties or used in any manner on other projects or NECESSARY. extensions to this project without the prior written consent of Starbucks Corporation. These O LABEL ALL CONDUITS SO VENDORS WILL KNOW WHICH drawings and specifications are intended to CONDUITS express Design Intent for a prototypical Starbucks TO USE, SUCH AS "TO DT SIGNAGE" OR "TO SOUTH SIDE OF store(which is subject to change at anytime)and DT WINDOW FOR POS EQUIP". do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other O CONDUCTORS ARE NOT SHOWN (TYPICAL). (except as stated above) until a written agreement is fully executed by both parties. 10 SEE SITE PLAN (SHEET E-1001). 11 EXTEND TO DATA RACK IN WALL AS SHOWN. ENGINEERING LLC 917 AVL C SUIME IK11291 1—SPEAKER POST Ne 38046341677 1-1"c SPEAKER POST (LOW VOLTAGE) TYPrensch.engineering@comcast.net 1—MENU BOARD/PRE—MENU - 4 Revision Schedule 1—DT SIGNS Rev Date By Description --DATA - - - ----- RACKM,'91,tY H . 11 k ......... ......... . 1 11 ............... u...: ; �. .. 4 1—SAFE �, I 1—LAN CUP LABELER N iE ELECTRICAL ............................... ......... ' I :€PANELS '2—WARMING OVENS � €•r,.t� € i : 4 III III 1—FRIG i L_�I ....... L_� 7 CUP LABELER ............_..... 1—DT SIGNS �` �� r�� — ° 10 --�- ------ III III 7 \ \\\ € € -;;.r :. III III //% 7 \ \\ :: .: M.: A—A 1—SAFE _.. ... ....._,_ __,_„_ 1—SCALE ................................... ..::::::........................ ;. P ;I�jj I`II. III Illll 111111 �\�\ `�` IIII III III III I IIIIII �, ; \\\ X1111 III III IIIII 1-13R wER \� :1 1 1 1 III 1 1 1 1 1 1 1 ,, IIIIII 1—WARMERS :1111 III III IIID,` ..I��I 1—FRI \\ IIIII �� IjIIy, :: '% �` — 1 LAN 2 POS06 1—LAN SAFE/PHONE ° I ` ....... I I 4. ..... 1—LAN SPARE .4V/0 ” `? I� �.. __ t # 1—(2) POS • \ 1—FOODCASEF 7., III c -„K (Y) 1 \\ \ :, III \ \\ ,: x CN.>� ti;•:.,,� `�_.::..:: , . 1—DT EQUIPMENTLJJC II II � 1—FRIG I III ..:r:.=n.= C0 ry 1—SPARE IIII _F € t ' € I I r 1111111 1 2 3 5 6 8 9 € i_ z Q 0 LO:............� __ .. _ v IIIII I 1. l II00 0 1—LAN POS MONITOR .I`I' I I IIIII ”' EXPEDITOR/ / �. ......._. a a I 1 I E............ 1—LAN SPARE ' — € { >i. Store #: 24162 .,,,SPRESSO ....... Project#: 63045 -001 \` ,,2—HOT TAP/FRIG/CUP LABELER ( � z .. � Issue Date: 10-23-14 K. � Sbux Design Manager: Ashley Blanton / 1—LAN CUP LABELER Designed by: Shiloh Thorensen / 1—SPARE ""'" Drawn by: Dave Carlson / ......::II / Checked by: Chris Rensch LS 10 1-1"C AUDIO/ Sheet Title: DETECTOR LOOP Electrical Underslab ELECTRICAL UNDERSLAB CONDUIT PLAN NOT ALL OF LANDLORD'S WORK IS Conduit flan SHOWN. SEE SHEET E-0001 FOR �' '' Scale: 0 1 2 3 4 8 12 "LANDLORDS REQUIREMENTS" �A�� ` '8 Sheet Number: GENERAL POWER NOTES POWER PLAN KEY NOTES IMPORTANT RECEPTACLES AND FACEPLATE COLORS SHALL BE: 1 HOT WATER TANK: PROVIDE HARDWIRE CONNECTION (208V/10-9.Okw) GF1 AND CIRCUIT NOTES: BAR AREA: STAINLESS STEEL PLATES WITH WHITE OUTLETS. PROVIDE ALL BRANCH CIRCUITING AND DEVICES, EVEN IF NOT SHOWN. PROVIDE ALL WIRING AND WIRE QUANTITIES M ACCOMPLISH CIRCUITING M MEET SPEC 2 RETAIL GRINDER/ SCALE. PROVIDE 4-PLEX RECEPTACLE 0 26- AFF. 1. 120V OUTLETS AS INDICATED IN BACK BAR, FRONT BAR, WORKROOM, SEATING AREACONFIRM WITH DM. REQUIREMENTS AND APPLICABLE CODES. TWIN BREWER: NEMA 14-50R RECEPTACLE 0 26" AFF, 3/4 0 C-3 AND 1#10 GROUND, CONTRACTOR TO PROVIDE AS DEFINED BY INSPECTOR/AHJ AND AS INDICATED ELSEWHERE .SHALL BE 3 A NEMA 14-50P CORD CAP FOR THE BREWER. BRYANT OR EQUf GFI PROTECTED. GFCI RECEPTACLES ARE ONLY ALLOWED IF THEY CAN BE WORKROOM AREA: STAINLESS STEEL PLATES WITH WHITE OUTLETS. ALL IS NEW UNLESS OTHERWISE NOTED. LOCATED ABOVE COUNTER AND ACCESSIBLE. ALL OTHER Gn PROTECTED FOR ESPRESSO MACHINE, FURNISH AND INSTALL NEMA 6-50R RECEPTACLE HUBBELL HBL9367 SERIES OR EQUAL OUTLETS (NOT ACCESSIBLE) SHALL BE PROVIDED WITH EITHER A GFI AS 0 BREAKER WITH NEW DEDICATED NEUTRAL TO PREVENT FALSE TRIPPING WIRE QUANTITIES ARE NOT SHOWN. FURNISH & INSTALL PER NOTES, CODE AND AT 31f AFF. ROUTE 3/4! CONDUIT-(2) AND �1) g1O GROUND FROM MACHINE BACK M PANEL. FURNISH AND NEEDED WITH DEDICATED NEUTRALS FOR ALL GR BREAKER PROTECTED CIRCUITS INSTALL NEMA 6-50P ANGLED PLUG, kVEBELL H 9 8 SERIES OR EQUAL OR A GFCl DEVICE WITH TEST SWITCH MOUNTED IN A 2 GANG BOX ABOVE (TO PREVENT FALSE TRIPS). INSTALL A NEUTRAL CONDUCTOR FOR ALL CIRCUITS COUNTER IN M ACCESSIBLE LOCATION AND WIRED TO PROTECT INCLUDING 208V 1-PHASE LOADS TO ALLOW FOR CONTROL POWER AND FOR RECEPTACLE BELOW. FUTURE UPGRADES. UNDER COUNTER REFRIGERATOR: PROVIDE RECEPTACLE 0 26' AFF. 02011 Starbuck3-Cdfee • Z CONTRACTOR SHALL COORDINATE WITH AHIJ AND PROVIDE GF1 NOT ALL CONDUITS/CIRCUITS CALLED FOR IN NOTES ARE SHOWN IN PLAN MEW. 6 REFRIGERATOR AND/OR FREEZER: RECEPTACLE 0 W AFF. PROTECTION OF ADDITIONAL EXISTING RECEPTACLES IF REQUIRED. SEE NOTE 1 FOR OPTIONS. 7 ICE MACHINE (REMOTE COOLED): CONFIRM POWER REQUIREMENTS & INTERCONNECTING WIRE FOR ICE MACHINE & Starbucks Coffee VERIFY ALL EQUIPMENT RATINGS IN FIELD AND ADJUST CIRCUIT BREAKER RATINGS AS REMOTE CONDENSER. PROVIDE RECEPTACLE 0 72 AFF AND POWER CONNECTION PER MANUFACTURER AND CODE 3. THE ABOVE ARE IN ADDITION TO ANY SHOWN IN PLANS. MAY BE NEEDED. CONFIRM CIRCUIT VOLTAGE IS AT A VOLTAGE RECOMMENDED BY REQUIREMENTS. CONFIRM MOUNTING HEIGHT. Company EQUIPMENT MANUFACTURERS. IF NEEDED, THE CONTRACTOR SHALL PROVIDE AND FOODCASE- HARD WIRE EQUIPMENT CONNECTION. PROVIDE SEPARATE (1) 2401 Utah Avenue South INSTALL SUCK-BOOST TRANSFORMERS TO BE LOCATED IN ACCESSIBLE LOCATIONS 120V 15A AND (1) 220V 20A DEDICATED CIRCUITS. Seattle, Washington 98134 ABOVE THE CEILING WITHIN 6' OF THE ELECTRICAL PANEL IF LOCAL CODES DO NOT (206) 318-1575 ALLOW INSTALLATION ABOVE THE CEILINGS, THE TRANSFORMERS SHALL BE MOUNTED DISHWASHER (HIGH TEMP): NEMA 14-50R RECEPTACLE 0 18' AFF, 3/4"C - 3J6 AND 1110 GROUND. TO THE WALL JUST BELOW THE CEILING. ACCEPTABLE TRANSFORMERS INCLUDE ACME. FURNISH AND INSTALL MY ADDITIONAL O.C.P. NEEDED. 10 These Drawings and Specifications are SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ANY EXPOSED J_EIOXES, CONVENIENCE RECEPTACLE 0 18* AFF. confidential and shall remain the sole property of Starbucks Corporation. They shall not be CONDUIT, ETC. (SEE GENERAL NOTES ON E-0001 FOR EXPOSED RACEWAY G RESTROOM MOTION SENSOR LIGHT SWITCH. SEE E-1102 FOR REQUIREMENTS AND CIRCUITRY. reproduced (in whole or in part), shared with third REQUIREMENTS.) parties or used in any manner on other projects or COFFEE WARMERS: PROVIDE RECEPTACLE(S) 0 260 AFF. extensions to this project without the prior written VERIFY ACTUAL RATINGS/LJSTINGS OF EQUIPMENT AND ADJUST BREAKER, OUTLET & @ consent of Starbucks Corporation. These CIRCUIT SIZES/RATINGS AS MAY BE NEEDED PER CODE. BLENDERS: RECEPTACLES 0 26* AFF IN 2 DUPLEX BOXES. drawings and specifications are intended to express Design Intent for a prototypical Starbucks store(which is subject to change at anytime)and (D IF ANY CORD AND PLUG IS OBSTRUCTED BY CABINET PARTITIONS, PRCIVIDE ADDITIONAL 14 NOTE NOT USED. do not reflect actual site conditions. Neither party OUTLET. shall have any obligation nor liability to the other 15 LOCATION OF DIGITAL SWITCHING. SEE E-1102 FOR FURTHER REQUIREMENTS AND CIRCUITRY. NOT ALL SWITCHES (except as stated above)until a written agreement ARE NECESSARILY SHOWN. is fully executed by both parties. 16 GRAB & GO FOODCASE. PROVIDE 20A DEDICATED 208V CIRCUIT & RECEPTACLE (CONFIRM W/ MANUFACTURER). 17 SIGNAGE- COORD. W/ SIGNAGE VENDOR FOR CONNECTION & POWER REQUIREMENTS AND SEE ARCH. FOR RENBOM LOCATIONS. PROVIDE ALL WALL PENETRATIONS & CONNECTIONS TO SIGNAGE. PROVIDE DISCONNECT SWITCH IF NOT PROVIDED&W SIGN PER COFODE. ALL CONDUITS, J--BOX, DISCONNECTS, ETC SHALL BE CONCEALED FROM MEW CONSTRUCTI OR ON RO . FENWINMERING LLC 18 SAFE: FURNISH AND INSTALL DUPLEX RECEPTACLE AND SECURITY J-BOX 0 18' AFF. GC TO FAd CABLING AND _ COORDINATE WITH DIEBOLD FOR SAFE INSTALLATION & SETUP. 1111AYE.GIIIIIII711049=111IMM 19 HOT TAP: PROVIDE RECEPTACLE 0 26" AFF. FHh 360 W 077PX!3604034M ren sch.engineering—ftomcastnet 20 SEASONAL RECEPTACLES SHALL BE MOUNTED ABOVE WINDOWS OR IN CEILING METING CODE *SHOW WINDOW' I I REQUIREMENTS Revision Schedule • (1)2" PHONE EXHAUST FAN: CONNECT TO LCP (SEE DETAIL ON E-50131). FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED Rev Date By Description CONDUIT BY LL 4#8,3/4-C W/GND MODE. COORDINATE WITH MECHANICAL 3#8 W/GND IN 3/4-C A-11,3 ROUTED ABOVE ELECTRIC HOT MANAGER'S DESK- PROVIDE POS / ELECTRICAL DEVICES. SEE DETAILS ON E-5001 FOR LOCATIONS AND CEILING (CONFIRM) WATER HEATER(D REQUIREMENTS. ALL REQUIRED OUTLETS ARE NOT NECESSARILY SHOWN. @ POS- FURNISH AND INSTALL DUPLEX ISOLATED-GROUNDING TYPE RECEPTACLE 0 18* AFF., INCLUDING GREEN INI._� r I AELR CODE. FURNISH AND D3�U 0 INSTALL (1) J-BOXFORDATA�QUTLET AND (1) BOXFOR PONE OUTLET 0 le AFF. -21 24 B-3 DUCT MOUNTED SMOKE DETECTOR. COORDINATE WITH MECHANICAL FOR HVAC INTERLOCK SHUT DOWN AND Fid 3739 0 1 B-25 To IETERIOR 0 120V CIRCUIT. (SEE DETAIL ON SHEET E-5001). 22 ONDENSER 3#8 W/GND IN 3/4-C A- �B-16,`!B,20 A-25,27 @ FURNISH AND INSTALL MAINTENANCE RECEPTACLE, LIGHT & SWITCH ABOVE CEILING AS NEEDED FOR HVAC UNITS. .7 Co28 CT CAN & (FIELD VERIFY BEST LOCATIONS). U-1 METER BY LL PANELS Aad r '8- 4 10 0 ALARM KEYPAD: 0 54" AFF. ROUTE CONDUIT IN WALL FROM J-BOX AND STUB UP ABOVE CEILING. z DISCONNECT SWITCHES 36 BY LL (TYP 2) STEEL PLUGMOLD MOUNTED UNDER COUNTERTOP (SEE ARCH. DETAILS). LEGRAND/WIREMOLD 2000 SERIES WITH B-22,24 I I @ LENGTH AS NEEDED, OUTLETS EVERY 24IN ON CENTER (NOT SHOWN) AND ACCESSORIES AS NEEDED. CONFIRM (ABOVE 'CEI'UNO CP 3#'10 W/GND IN 3/4-C COLOR/INSTALL WITH CM. A-29,31 A-35 21 28 CO SENSOR: FURNISH & INSTALLED BY SECURITY VENDOR & CONNECTED TO SECURITY PANEL (CONFIRM) A . -41 (ABOVE CEILING) 10 10 NOTE NOT USED. < 11 A-33 A-37,39 B-1 VIA 24 M i aPHONE PANEL ABOVE CEILING (CONFIRM LOCATION). PROVIDE ADJACENT 4-PLEX RECEPTACLE. A-8,10,12 3#8 W/GND IN 3/4-C 25 B-9,1 1 A-9 � 8 STUB UP POWER, DATA. PHONE AND SECURITY CONDUITS 0 Ir AFF IN THIS LOCATION AS INDICATED ELSEWHERE -26 25 38 39 10 16 (SEE ARCH. PLANS FOR DIMENSIONS). ROUTE ABOVE FLOOR POWER CONDUCTORS IN FLEXIBLE METAL CONDUIT WP F--� WITH GROUND TIGHT M WALL FROM RECEPTACLES TO NEAREST RIGID STUB-UP AND BACK TO SERVING POWER 34 A-36,38 PANEL ROUTE DATA, PHONE AND SECURITY CONDUITS UNDERFLOOR BACK TO DATA RACK NEAR MANAGERS 35 2 0 37 r t^ A-1 8.20WORKSTATION. LABEL DATA AND PHONE CONDUITS 'FOR DATA CABLING', PROVIDE INSULATED BUSHINGS, AND 25 ...................................... PROVIDE PULL STRING FROM END TO END. LA13EL SECURITY *CONDUIT FOR SECURITY" AND PROVIDE PULL STRING 06 38 39 B-17,19 A-14,16 3J10 W/GND IN 3/4"C FROM END TO END. STUB UP LOCATIONS IN WALLS ARE NOT SHOWN. 3#'10 W/GND 25 AHU-1 NOTE NOT USED. 3 A-6 A-24,26,2 IN 3/4*C r- @ (ABOVE 7CE11UNG\) )y 18 NOTE NOT USED. :D to 24 _J CO TO ICE MACHINE- -21,23 A-32,34 CUP LABELER: PROVIDE ISOLATED GROUND RECEPTACLE AND BACKBOX FOR LAN CONNECTION 0 26" AFF. CO) E ff 25 1 8 z 5 F-:2> FURNISH AND INSTALL EXTERIOR WEATHERPROOF. GFI, DUPLEX NEMA 5-20R RECEPTACLE NEAR HVAC UNITS. 12111 Cc CF) ABOVE COUNG)! 20 12 LCP - LIGHTING CONTROL PANEL' SEE THE LIGHTING PLAN, SCHEDULE & DETAIL FOR CONTROL & PANEL W A-4 8 REQUIREMENTS. Cn 4i ry i6 Er 2 3: 0 ICE MACHINE REMOTE—""**" 25 37 WARMING OVEN REFRIGERATOR: FAd 120V POWER RECEPTACLE 0 28" AFF. MATCH RECEPTACLE/CIRCUIT RATING E (3 -a C CONDENSER, MOUNTED ON O WITH EQUIPMENT UL RATING (CONFIRM). z CONCRETE PAD ON A- 24 LD 00 0, -17.19 WARMING OVEN: FURNISH & INSTALL NEMA 6-308 RECEPTACLE 0 28' AFF, & ALL NECESSARY CONDUIT, WIRE z �: GRADE. -42 23 (#IOCU., THWN) & CONNECTIONS BACK TO SERVING PANEL CY) 0 A-40 31 3gWARMING OVEN DATA: Fdd FLUSH DATA OUTLET 0 280 AFF AND CAT5 DATA CABLE FROM OUTLET BACK M ti a DATARACK 0 'B-26128130 40 D/T AUTOMATIC SLIDER WINDOW. PROVIDE (1) CONDUIT AND J-BOX WITH 120V, 20A BRANCH CIRCUIT. SEE Store #: 24162 4 20 MANUFACTURER'S SPECIFICATIONS FOR REQ. 13 5 5 Lai Lai Lai LJ Li 41 NOTE NOT USED. Project#: 63045-001 5 -B-6 0 1O 42 D/T MISC. POS EQUIPMENT- PROVIDE A 4-PLEX RECEPTACLE 0 26* AFF. 42 B-31 -33 20 20 27 20 8 43 D/T comm. BASE UNIT / CCTV MONITOR / MONITOR/ DT TIMER: PROVIDE (2) DUPLEX AND (2) 4-PLEX 45 B 19 2 12 RECEPTACLES WITH 120V, 20A DEDICATED GROUND CIRCUIT AND ADJACENT LOW VOLTAGE J-BOXES. (SEE Issue Date: 10-23-14 DETAIL ON E501). SEE ARCH DETAILS FOR MOUNTING HEIGHTS. 43 12 Sbux Design Manager. Ashley Blanton -32 __ _ -8-13, 5 10 ------------------ NOTE NOT USED. Designed by: Shiloh Thorensen 19 {$-8'10 20 Drawn by: Dave Carlson 5 DO D/T REGISTER AND EXPEDITOR REGISTER PROVIDE RECEPTACLE AND DATA OUTLET 0 26- AFF. ROUTE 3/4' 17 17 Checked by: Chris Rensch 4 17 DATA CONDUIT BACK M DATA RACK.. 40 34 5 B-2 VIA LCP Sheet Title: V 17 Power Plan 4 NOT ALL OF LANDLORDS WORK IS POWER PLAN SHOWN. SEE SHEET E-0001 FOR "LANDLORDS REQUIREMENTS" Scale: 0 1 2 3 4 8 12 N, Sheet Number. E-1101 tPl RATION WE Zffij GENERAL LIGHTING NOTES LIGHTING PLAN KEY NOTES - o COMMISSIONINGq ALL IS NEW UNLESS OTHERWISE NOTED. 01 LIGHTING CONTROL PANEL (LCP) WITH CURRENT LIMITING PANEL (CLP) LOCATED ABOVE. SEE DETAIL ON SHEET E-5001 FOR LCP R EQ U I R E M E N TSPANEL/CONTROL REQUIREMENTS. - �B COORDINATE WITH GC AS TO WHOM IS TO PROVIDE All LIGHT FIXTURES AND LAMPS UNLESS NOTED OTHERWISE. LIGHTSIDENTIFIED WITH 'NL' & EMERGENCY FIXTURES TO BE ON 24 HOUR PER DAY LOCK-ON CIRCUIT CONNECTED TO THE THE CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING REFER TO ARCHITECTURAL PLANS FOR EXACT FIXTURE UNSWITCHED HOT LEG. CONTROLS AS INDICATED AND WHERE NOT PROVIDED BY LOCATIONS. MOTION DETECTOR SWITCH MOUNTED 48' AFF AND 7-1 2" FROMEMS VENDOR. EMS VENDOR AND EC TO TEST TO ENSURES / THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND �D ADJUST FOCUS OF ALL TRACK AND RECESSED DIRECTIONAL OUTSIDE EDGE OF DOOR FRAME. COORDINATE LOCATION WITH SYSTEMS EACH OF THEM PROVIDED ARE CALIBRATED, LIGHTING TO FULLY ILLUMINATE ALL ARTWORK, MENU TILES, STUDS AND OTHER OBJECTS. CONFIRM LOCATION WITH GC. ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE BOARDS, AND MERCH BAYS. _ PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION EXTERIOR BUILDING LIGHTS AT DRIVE-THRU WINDOW TO BE ©_11 S tarbucks Cdlee Comp" SHALL BE FUNCTIONALLY TESTED TO ENSURE THEYO ALL LAMPING IN FOOD PREP AREAS SHALL BE CONTROLLED BY TIMECLOCK. SEE TIMECLOCK DETAIL OPERATE IN ACCORDANCE WITH THESE PLANS AND SHATTERPROOF LAMPS IF THE FIXTURE DOES NOT HAVE A SPECIFICATIONS WITH STARBUCKS AGENT PRESENT. A LENS. O LIGHTS ARE TO BE FAd BY LANDLORD. SEE ARCH PLANS Starbucks Coffee COMPLETE REPORT OF TEST PROCEDURES AND RESULTS FOR EXACT ELEVATION AND LOCATIONS. SHALL BE PREPARED AND FILED WITH STARBUCKS ALONG O CONDUCTOR QUANTITIES ARE NOT SHOWN. Fdd PER CODE � Company WITH A ONE PAGE NARRATIVE EXPLAINING HOW TO WITH SWITCHING AS INDICATED BY LETTER DESIGNATION, \;J WIRE EMERGENCY LIGHT TO ALLOW NORMAL ON/OFF OPERATION & CONTROL THE SYSTEM FOR THE STORE PARTNERS. SEE NOTE, OR LOCAL SWITCH. CONFIRM WIRING DIAGRAMS AND PROVIDE CONSTANT HOT FROM SWITCHED CIRCUIT TO CONTROL 2401 Utah Avenue South E-0002 FOR FURTHER REQUIREMENTS. REQUIREMENTS OF ANY SPECIAL LIGHTING CONTROLS. BATTERY. INSTALL ALL PER CODE & MANUFACTURER'S Seattle, Washington 98134 REQUIREMENTS (206) 318-1575 ONOT ALL SWATCHES NEEDED ARE SHOWN. SEE DETAIL ON SHEET E-1103. These Drawings and Specifications are confidential and shall remain the sole property of NOTE NOT USED. Starbucks Corporation. They shall not be reproduced(in whole or in part), shared with third �g CONNECT REMOTE EMERGENCY LIGHT TO INTERIOR BATTERY PACK parties or used in any manner on other projects or (CONFIRM). THESE LIGHTS MAY BE ELIMINATED IF EXTERIOR extensions to this project without the prior written LANDLORD LIGHTS ARE PROVIDED W/BATTERY BACKUP AT consent of Starbucks Corporation. These EXTERIOR EGRESS. 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 as stated above)until a written agreement is fully executed by both parties. ENGINEERIN LLC 111AVL CME1%•ND ^9111121111111 PH: 3477 • rensch.engineering@comcast.net Revision Schedule Rev Date By Description ................ ....... ......................... ......... fil I F E ' E E t .. 'I 11649 11879 11404 : ..I t: « t ,f 1382 OS N OS EM I.......�JY � {2} ,` M t, Y::::::::;::•:::::::::::::: .._ 2 11649 SWMTCHB N�(,_....._.............. •_-- PA S A 2 11649 WATItn CCP 1 2 11419 € ' r s Lu CLP — 11154 = Z I B-7 255 M 2 �..,, �.. }. �'��"` ..:..-::::..: 3 61144 w NL `' , , 1382 b (4} A _ f............................... J 015 2 i 2 ,��, LCP J - _ E 294 0 t $ i, 4. g. :T ,�..: t wwa :w: fwcw Mrvw .:.T 5 CP ..................... :; . : . Q EM »> 014 6 E e El 015 2 9 29 0 d d I J ' 0(116 49 ` . d I .. 2 EM 1294 - t 294 e06I a 4° 0' 1144 (014 6 . b ....� �.� ��ii _, � E �� 014 6 -- 1294 _...... r n b t : r - €. I IC b tz b b _ -.- Q m J co *� z 11521 T 2 err (12) �` - I 382 '8 �.. �',� . (32} 014 6 l.l.l C� taq ��I .m • ------ .. ,.. d I..L '> / \ _ i > �- t1L r cn : -A "2 E .0 0140 t: i t S v ! s O00 O LOd D2 e d Store #: 24162 \ a ��• `` 382 0150 2 e ` e 3 � Project#: 045-001 (40) _ , 1-1 63 B-12 VIA 1294 - -• 294 NL a a LCP _ 11443 Elul` `<< �� a {3) EM 2 (2) Issue Date: 10-23-14 5 4 ,. c �.. ` Sbux Design Manager: Ashley Blanton r 2 9 015 \ y 2 11419 Designed by: Shiloh Thorensen Drawn by: Dave Carlson Checked by: Chris Rensch 11360 (2} 5W3 QFC Sheet Title: Lighting Plan LIGHTING P NOT ALL OF LANDLORD'S WORK IS 0 1 2 3 4 8 12 SHOWN. SEE SHEET E-0001 FOR Scale: LANDLORDS REQUIREMENTS Sheet Number: E-1102 02011 StarbucksCdh*CarrP" Starbucks Coffee Company LCP - LIGHTING CONTROL PANEL 2401 Utah Avenue South BY EMS VENDOR (CONFIRM) MASTER ON/OFF CONTROL SWITCH - AT SWITCHBANK PROVIDED BY EMS (120V RELAY IN Battle, Washington 9 8134 VENDOR INSTALLED BY EC. NEMA 1 ENCLOSURE) (206) 31$-1575 CLP - CURRENT LIMITING PANEL Lighting Fixture Schedule These Drawings and Specifications are SEE E-1103 FOR SPEC & N confidential and shall remain the sole property of ( ____ _ Design ID Count Description Responsibility Bulb Comments Starbucks Corporation. They shall not be BREAKER SIZES.) — reproduced (in whole or in part), shared with third parties or used in any manner on other projects or I 1 11154 1 Troffer - Recessed -24x24in-White VD (2) 31w T8 U-Lamp 62w Input extensions to this project without the prior written 1 I consent of Starbucks Corporation. These 1 1 11360 2 Exterior Wall Mounted Light-Bronze LL 28w CFL 34w Input drawings and specifications are intended to -i EXHAUST FANS Hubbel #BRF-01/BR-S1 express Design Intent fora prototypical Starbucks B-4 POWER SUPPLY I I ( store(which is subject to change at anytime)and ' 1 I 11404 6 Troffer- Recessed -48x24in-White VD (3) 12890 -28w T8 79w Input do not reflect actual site conditions. Neither party L--------1 shall have any obligation nor liability to the other ' OWOFF 11443 20 Track - Fixture Enclosed-5in 125mm-Black VD (1) 12905 - LED 7w PAR20 on Current Limiter (except as stated above)until a written agreement 11521 12 Track - Fixture Enclosed-5in 125mm-Black VD (1) 12903 - LED 10w PAR30 34w Input is fully executed by both parties. LCP RELAY TC1C DESIGNATION 8-1 11879 2 Sconce - Restroom Vanity Bowed-25in-Satin Nickel VD (2) 12866 - 14w T5/G5 34w Input C SWITCHES LOCATED 12552 10 Task Light-22in 560mm - Black VD Integrated 8w LED 8w Input REPJMH R ( FAT SWITCHBANK Provide Jumper cord as needed ISENGINEERINO I ( I R2 12574 3 Pendant - Large fabric and Wood Drums-Weathered Grey VD (2) 12872 - CFL A19 20w on Current Limiter «C B-5 I-- ��5 (a) SEATING DOWNLIGHTS (DL1A) Brown WD0008 - 111 A1Pl.C iUl'1'!184 siMM11116 11111821111111 (b) SEATING DOWNLIGHTS 12946 4 Track - with Connectors-4ft 122cm - Black VD PH: 345MFX06041111113-3510 I--- R4 (c) SEATING PENDANTS 12947 2 Track - with Connectors-8ft 244cm - Black VD rensch.engineering@comcast,net 13-3 n ( -I R5 -1 (d) TRACK 12948 1 Track - with Connectors- 16ft -Black VD Revision Schedule I-- R6 --i (e) BAR DOWNLIGHTS 13827 76 5" IC900 Lumen LED Downlights VD Integral 15w LED Light Engine 15w Input Rev Date By Description Juno#SP29403G3-27K-N-1 w/LEDOPTICG3-N Trim Color. Black I-- R��•-S (g) TASK LIGHTS Additional Lighting Equipment f-'j-"--I I-- R$ SPARE X0140 5 Same as Fixture Type "13827' Except Provide with Integral VD Integral 15w LED Light Engine 15w Input CEmergency Battery Back-up Trim Color. Black `r 1 I ` SPARE 13-12 1 R10 DT EXTERIOR LIGHTS Emergency Lighting Equipment B-34 R11 MENU BOARD 11419 2 Emergency Light Double-Black VD Normally Off 11649 4 Emergency Light Double-Black VD Normally Off B-38 S— --� R13 DT SIGNAGE X0150 2 Emergency Exit/LED Light Black VD Less Than 5w w/ Green Letters ��-- R13 g Y 9 ( ) B-40 i EXTERIOR SIGNAGE Lithonia #LHQM-LED-B-G-HO w/ High Output Battery B-42 R14 EXTERIOR SIGNAGE X0152 2 Exterior Emergency Light-Gray VD Normally Off W r R15 1 i SPARE Lithonia #ELA-QWP-L0309 R16 SPARE Additional Lighting Equipment CLP 1 Current Limiting Panel -Flush Mount VD 4-Space w/ breakers per Schedule on E-5001. L - - - J L _ _ _ - - - - J Juno#CLS4M LCP 1 EMS Lighting Control Panel EMS VD OS 4 Ceiling Mounted Occupancy Sensor VD Sensorswitch #CMR9 or Equal U) Lighting Schedule Notes: TC1-AUTOMATIC TIMECLOCK CONTROL SHUT-OFF: NOTES: 1. Contractor shall coordinate with schedule and starbucks to ensure that all light fixtures in food preparation areas are provided with shatterproof lamps or lenses. PROGRAM TO MATCH STORE HOURS TO TURN 2. F&I pendants as needed for track & pendant mounted fixtures (where not provided by manuf.-confirm) LIGHTS/EQUIPMENT "OFF" AT CLOSING & "ON" AT 1. LIGHTING CONTROL PANEL IS FURNISHED BY EMS OPENING. SETUP TO ALLOW 1-HR MAXIMUM VENDOR, INSTALLED BY EC & COMMISSIONED BY OVERRIDE FOR ANY SWITCH DURING "OFF" HOURS. VENDOR. C45 2. NOT ALL CONTROL COMPONENTS ARE SHOWN. F&I �1 TC2-ASTRONOMIC TIMECLOCK CONTROL: PROGRAM AS NEEDED FOR A COMPLETE & OPERATIONAL 0 TO TURN "ON" AT 4:50AM, & "OFF" AT VOOAM SYSTEM. (CONFIRM W/STARBUCKS) & W/ASTRONOMIC 3. CONSTANT HOT CIRCUITS FOR NIGHT LIGHTS AND CONTROL TO TURN SIGNAGE "OFF" DURINGEMERGENCY CIRCUITS SHALL NOT BE CONTROLLED m 1 CO DAYLIGHT HOURS & "ON" AT DUSK. BY EITHER PANEL. N CLP SCHEDULE AND CALCULATION W FIXTURE LAMP #of TOTAL TOTA TOTAL CLP CLP W LCP LIGHTING CONTROL PANEL SERVES LAMP TYPE (1)(2) QTY Lamp/ TOTAL BREAKER CKTS E ,� Q TAG WATTS Fixt WATTS LVA AMPS AMPS AMPS CU (D - - Z Q � NTS 11427 Bar Track LED 10w PAR30 12 x 10 x 1 = 120 x 1.25 / 120 = 150 1.25 4.71 5.00 B-3 U LO CU 11443 Merch Track LED 7w PAR20 8 x 7 x 1 = 56 x 1.25 / 120 = 70 0.58 0 .> .0) 11246 Artwork Track LED 7w PAR20 12 x 7 x 1 = 84 x 1.25 / 120 = 105 0.88 n a Cn 1- 12574 Seating Pendants LED 7w PAR20 3 x 40 x 1 = 120 x 2 1 120 = 240 2.00 Total Module Watts: = 380 Total Module VA: = 565 Store #: 24162 NOTES: Project#: 63045-001 (1)REFER TO THE LIGHTING FIXTURE SCHEDULE FOR LAMP TYPES AND COORD.WITH SBUX FOR SPECIFIC LAMP INFORMATION. Issue Date: 10-23-14 Sbux Design Manager: Ashley Blanton Designed by: Shiloh Thorensen Drawn by: Dave Carlson Checked by: Chris Rensch jF Sheet Title: Lighting Schedules & Controls Scale: # CGON 4 �' EFI Sheet Number: �N.DATE: E-1103 PLUMBING SYMBOLS LEGEND PLUMBING ABBREVIATIONS GENERAL PLUMBING NOTES LANDLORD REQUIREMENTS A6 3PL THIRD PARTY LOGISTICS GC GENERAL CONTRACTOR REF REFERENCE 1. PC SHALL VERIFY THE LOCATION OF ALL EXISTING U11UTIES AND BE PRIOR TO BIL THE CONTRACTOR SHALL COORDINATE WITH LANDLORD/BUILDING S OR W SANITARY OR WASTE PIPING GFC1 GROUND FAULT REQ('D) REQUIRE(D) RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO BID TO REVEAL THE FULL OWNER FOR ANY CONSTRUCTION REQUIREMENTS/SPECIFICATIONS. IF BELOW SLAB (U.N.O.) BV BALL VALVE AFF ABOVE FINISHED FLOOR CIRCUIT INTERRUPTER REV REVISION/REVISION SCOPE OF WORK. IN ADDITION, THE PC SHALL THOROUGHLY EXAMINE ALL LANDLORD/BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL AHJ AUTHORITIES HAVING BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS/SPECIFICATIONS AND ADHERE V SANITARY VENT PIPING GV GATE VALVE JURISDICTION GW GREASE WASTE AREAS WHERE EQUIPMENT, PIPING, AND FIXTURES WILL BE INSTALLED AND TO THEM. WHERE LANDLORD/BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT SHT SHEET WILL REPORT ANY CONDITION THAT PREVENTS THE PROPER INSTALLATION OF THE PLUMBING WORK PRIOR TO BID. THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER), GW GW GREASE WASTE PIPING CH. V CHECK VALVE APPROX APPROXIMATE HR HOUR SPECS SPECIFICATIONS) LANDLORD/BUILDING OWNER REQUIREMENTS SHALL GOVERN. BELOW SLAB (U.N.O.) HVAC HEATING, VENTILATION SF SQUARE FEET 2. PC SHALL COORDINATE WITH THE GC TO PATCH AND REPAIR ALL EXISTING CD CD CONDENSATE DRAIN PRV PRESSURE REDUCING VALVE BLDG BUILDING AND AIR CONDITIONING SS STAINLESS STEEL WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT 0 HW HOT WATER MAY BECOME DAMAGED DURING THE COURSE OF WORK. PLUMBING SCOPE OF WORK RV RELIEF VALVE CLG CEILING HS HANDSINK TEL TELEPHONE 02011 Starbucks Coffee Carp" CW COLD WATER PIPING CONST CONSTRUCTION HWS HOT WATER SUPPLY TEMP TEMPORARY 3. EXPOSED/SURFACE MOUNTED PIPING IS ONLY ALLOWED IN THE BAR AREA THE FOLLOWING SCOPE OF WORK IS BASED ON THE LANDLORD'S BFP BACKFLOW PREVENTER CW DOMESTIC COLD WATER HWR HOT WATER RETURN TYP TYPICAL UNDER COUNTERTOPS, WERE IT DOES NOT OBSTRUCT CABINUS/DEMCES AND WORKLETTER, EXHIBIT C. THIS SCOPE OF WORK IS NOT INTENDED HW HOT WATER PIPING WHERE APPROVED BY STARBUCKS CM. IF ROUTED THROUGH CABINETS, IT Starbucks Coffee HEI HOSE BIBB CXA COMMISSIONING AGENT TMV TEMPERATURE MIXING VALVE SHALL BE ROUTED TO MAXIMIZE STORAGE SPACE AND BE PROTECTED FROM TO INDICATE THE FULL SCOPE BUT ONLY THE HIGHLIGHTS. THE _CWF CWF COLD WATER FILTERED LL LANDLORD TW TEMPERED HOT WATER DAMAGE CONTRACTOR (WHETHER STARBUCKS OR LANDLORD)SHALL Company SHOCK ABSORBER DEG DEGREES LV LOW VOLTAGE REFERENCE THE COMPLETE WORKLETTER FOR A MORE DETAILED _CWN CAN COLD WATER NANO FILTERED DTL DETAIL MAX MAXIMUM UNO UNLESS NOTED-OTHERWISE 4. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR DESCRIPTION OF WORK BY BOTH PARTIES. ANY QUESTIONS 2401 Utah Avenue South DN DOWN MECH MECHANICAL V VENT ARRANGEMENT OF SYSTEM(S). FAd ALL COMPONENTS NEEDED WHETHER DESCRIPTION Washington 98134 STRAINERDWG(S) DRAWING(S) MC MECHANICAL CONTRACTOR INDICATED OR NOT TO PROVIDE A COMPLETE AND OPERATING SYSTEM. REGARDING SCOPE SHALL BE BROUGHT TO STARBUCKS ATTENTION (206) 318-1575 _CWS CWS COLD WATER SOFTENED WCO WALL CLEANOUT MDP MAIN DISTRIBUTION PANEL W SANITARY WASTE FOR CLARIFICATION. RESPONSIBILITY INDICATED BELOW MEANS EA EACH MEP MECHANICAL. ELECTRICAL WH WATER HEATER 5. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED FURNISHED, PERMITTED AND INSTALLED BY THE PARTY INDICATED. These Drawings and Specifications are TW TEMPERED HOT WATER EC ELECTRICAL CONTRACTOR AND PLUMBING WP WEATHER PROOF BY OTHER TRADES, AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES confidential and shall remain the sole property of FOO FLOOR CLEANOUT ELEC ELECTRICAL MFG MANUFACTURER WCO WALL CLEANOUT PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE RESPONSIBILITY Starbucks Corporation. They shall not be EM EMERGENCY MIN MINIMUM OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE WORK DESCRIPTION LANDLORD STARBUCKS' reproduced(in whole or in part), shared with third G G GAS PIPING FS FLOOR SINK (E) OR (DO EXISTING MS MOP SINK TAKEN FROM FROM ACTUAL BUILDING DIMENSIONS. WATER SERVICE AND METER X parties or used in any manner on other projects or EXT EXTERIOR 6. THE PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH OTHER LIMP FOR WATER SERVICE extensions to this project without the prior written BOOSTER P X consent of Starbucks Corporation. These WM WATER METER NL NIGHTLIGHT TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL BELOW FLOOR/SLAB WASTE, VENT & WATER X drawings and specifications are intended to FD FLOOR DRAIN NTS NOT TO SCALE OTHER DRAWINGS. SEE ARCH. DRAWINGS FOR FIXTURES IN CASEWORK AND express Design Intent for a prototypical Starbucks Ar%l FS FLOOR SINK PLUMBING DETAILS. ABOVE FLOOR WASTE, VENT &WATER X store(which is subject to change at anytime)and POC POINT OF CONNECTION FAd FURNISH & INSTALL PC PLUMBING CONTRACTOR PLUMBING VENT(S)THROUGH ROOF do not reflect actual site conditions. Neither party FUR FLOOR PS PREP SINK 7. NOTE NOT USED. X shall have any obligation nor liability to the other STOP VALVE AT FIXTURE POC POINT OF CONNECTION B. ALL PIPING ANDVOR PLUMBING DEVICES SHALL BE SUPPORTED FROM EXTERIOR HOSE BIB X (except as stated above)until a written agreement FT FOOT/FEET 1 is fully executed by both parties. FCO FLOOR CLEANOUT PM PROJECT MANAGER STRUCTURE (N T FROM HVAC DUCTS OR OTHER PIPES/CONDUITS). INTERIOR HGI GREASE TRAP(S) N/A 9. ALL IS NEW UNLESS OTHERWISE NOTED. EXTERIOR GGI GREASE INTERCEPTOR X RENSCH rZIMMINMENG PLUMBING SPECIFICATIONS RILLC 1111%MN LEED SYSTEM COMMISSIONING BASIC MATERIALS AND METHODS PIPING INSULATION GENERAL SPECIFICATION NOTES PH: 7 FX:III AVL 6 9111111711111%411111101111=3604034= Irensch.engineeringftomcastnet CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING MATERIALS SOIL. WASTE AND VENT PIPING WATER PIPING NOTE: PROVIDE ALL NEW MATERIAL AND FIXTURES UNLESS NOTED OTHERWISE. ALL SOIL, WASTE AND VENT PIPING 10" AND SMALLER SHALL BE SERVICE WEIGHT, PROVIDE THERMAL INSULATION ON ALL HOT & COLD WATER, AND HORIZONTAL "CONTRACTOR' MEANS "PLUMBING CONTRACTOR" WHEN REFERENCED Revision Schedule CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND FIXTURES AND MATERIALS SHALL BE LABELED AND LISTED WHERE REQUIRED HUBLESS, WASTE PIPING IN CEILING SPACES, AND ON ALL COLD WATER PIPING IN CAST IRON PIPE AND FITTINGS WITH NEOPRENE GASKET AND STAINLESS ANYWHERE IN THE PLUMBING CONSTRUCTION DOCUMENTS UNLESS WORK AND Rev Date By Description STEEL SHIELD AND CLAMP. PROVIDE HUB-TYPE PIPE AND FITTINGS BELOW EQUIPMENT HAS BEEN COORDINATED BETWEEN THE PLUMBING AND GENERAL REQUIRED TO CONDUCT AND FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING BY CODE AND AHJ. GRADE WHERE REQUIRED BY LOCAL CODES OR AHJ. SCHEDULE 40 ABS AND CASEWORK AND BAR AREAS. USE SELF—SEAUNG CLOSED CELL FOAM OR CONTRACTORS TO BE PROVIDED BY THE GENERAL CONTRACTOR. 'NEEDED", EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1) SUPPORT FITTINGS WITH SOLVENT WELD MAY BE SUBSTITUTED FOR SOIL, WASTE AND JACKETED FIBERGLASS INSULATION WITH MANUFACTURER APPROVED ADHESIVES, "PROVIDE', AND 'INSTALL' MEANS ALL ITEMS CALLED OUT IN THE CONTRACT STARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CUTTING, CORING AND FITTING VENT PIPING, ABOVE AND BELOW GROUND IF ALLOWED BY AHJ. ADHESIVES SEALERS, AND COATINGS ALL MATERIALS USED SHALL HAVE A FLAME SPREAD DOCUMENTS AND ANY ADDITIONAL ITEMS NOT CALLED OUT BUT REQUIRED TO CORRECT DISCLOSED DEFICIENCIES; 2) PERFORM TESTING, ADJUSTING, BALANCING AND PERFORM REPAIRING AND FINISHING OF THE WORK NECESSARY FOR THE SHALL NOT EXCEED A VOC CONTENT OF 510 G/L FOR PVC AND 325 G/L FOR INDEX NOT MORE THAN 25 A SMOKE DEVELOPED INDEX NOT MORE THAN 50 OR MAKE A COMPLETE AND OPERATIONAL SYSTEM. SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS INSTALLATION OF THE FIXTURE. HOWEVER, NO CUTTING OF THE WORK OF ABS. HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4 INCH PER FOOT 50 FOR FUEL CONTRIBUTED. UNLESS OTHERWISE REQUIRED BY THE AHJ OR SCOPE CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL BE DONE WITHOUT WHERE POSSIBLE BUT IN NO CASE LESS THAN 1/8" PER FOOT. APPLY TO ENERGY CODES, THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS IS TO PROVIDE A SUBMIT REPORTS. CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: THE CONSENT OF THE ARCHITECT, CONSTRUCTION MANAGER, GC, AND/OR BUILDING DEPARTMENT FOR VARIANCE IF 1/8" IS NEEDED. RELOCATE MY VENTS COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE PLUMBING A.SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDF, BUT ARE NOT LIMITED TO, OWNER. PROPERLY FILL, SEAL, FIREPROOF, AND WATERPROOF ALL NECESSARY TO GIVE 10 FOOT CLEARANCE FROM HVAC INTAKE. COORDINATE PIPE SIZE INSULATION THICKNESS CONTRACTOR SHALL FURNISH AND INSTALL ALL LAM, MATERIAL AND OPENINGS, SLEEVES AND HOLES IN SLABS, WALLS, AND CASEWORK. AJ IQ IT RtOJRLR It EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WORK. DOMESTIC HOT WATER GENERATION, HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST MMA TH -AuTHoRrnES FOR DRAINAGE REQUIREMENTS FOR LESS THAN OR 1 FANS, HVAC CONTROLS, LIGHTING CONTROLS, AIR CURTAINS, BUILT-IN EQUIPMENT DESIGNED WITH INDIRECT WASTE TO FLOOR SINKS. PROVIDE PIPED EQUAL TO 1-1/4' = STANDARDS REFRIGERATION EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. HANGERS & SUPPORTS DRAIN (P-TRAP AND VENT) TO SANITARY IF REQUIRED BY LOCAL JURSIDICTION. 11-1/2" DIA. OR GREATER 1-1/2" EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS B.CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE THE PLUMBING CONTRACTOR SHALL FAd ALL PIPE SUPPORTS NEEDED FOR OF ASME, ASTM, UL, NEMA, NSF, ANSI, ASHRAE, NFPA, IAPMO, OR ICBO, OR LU AND SHOW INTERVALS FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS EQUIPMENT AND MATERIAL ALL HORIZONTAL RUNS OF PIPING SHALL BE DOMESTIC WATER PIPING INSULATION VALUE = k VALUE NOT EXCEEDING OTHER APPLICABLE AGENCY AS APPLICABLE TO EACH INDIVIDUAL UNIT OR RESPONSIBLE AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. SUPPORTED BY PIPE HANGERS SPACED NOT MORE THAN 10 FEET O.C. FOR 2' AND SMALLER SHALL BE COPPER TUBE WITH WROUGHT COPPER SWEAT FITTINGS 0.27 BTU It INCH/h-ft a F ASSEMBLY. z CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TO PIPES 1-1/4* AND LARGER, AND 8 FEET O.C. FOR PIPES SMALLER THAN JOINED WITH LEAD FREE SOLDER. PROVIDE TYPE *I! COPPER TUBE ABOVE GROUND CODES <� COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. 1-1/4" AND AT EACH JOINT FOR SOIL OR WASTE PIPE. ADDITIONAL AND TYPE nK0 BELOW GROUND. SAFETY COVERS PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT PLUMBING CODE, C.CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE SUPPORTS SHALL BE PROVIDED WHERE NEEDED TO PREVENT SAGGING. CONDENSATE DRAINAGE PIPING INSTALL NO-SCALD SAFETY COVERS WITH INSULATED FOAM UNER AND TAMPER STATE AND LOCAL CODES/ORDINANCES AND AHJ. ALL WORK SHALL ALSO BE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS. ENSURE THAT HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH THE PLUMBING CONTRACTOR SHALL FAd CONDENSATE DRAINS FOR AIR HANDLING PROOF STRAP AT EXPOSED PIPING UNDER ADA SINKS AS FURNISHED BY IN COMPLIANCE WITH BUILDING OWNER'S CRITERIA. IN CASE OF CONFLICT ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE, AND ACCESSIBLE TO STARBUCKS GALVANIZED COATINGS; NONIMETALLIG COATED FOR HANGERS IN DIRECT UNITS, REFRIGERATION EQUIPMENT, & ANY OTHER APPLICABLE EQUIPMENT. STARBUCKS. BETWEEN THE DRAWINGS, SPECIFICATIONS, CODES, ORDINANCES, AND AHJ, CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING CONTACT WITH COPPER TUBING. CONDENSATE DRAINAGE PIPING SHAH BE TYPE nM0 COPPER TUBING WITH WROUGHT THE MOST STRINGENT STANDARD (IN THE OPINION OF THE ENGINEER) SHALL 0 PRIOR TO THE SCHEDULED START OF INSTALLATION VERIFICATION. COPPER SWEAT FITTINGS JOINED WITH 50/50 SOLDER. ICE BIN DRAINS APPLY. THE PLUMBING CONTRACTOR SHALL SATISFY CODE, AHJ, DRAWINGS, < • D.INSTALLATION VERIFICATION SHALL BE PERFORMED BY STARBUCKS' CXA. INSULATE ICE BIN COPPER DRAIN LINES WITH 1/2 It THICK, SELF-SEAUNG, AND SPECIFICATIONS AS A MINIMUM STANDARD WITHOUT MY EXTRA COST. CONTRACTOR SHALL SUPPORT STARBUCKS CXA INSTALLATION VERIFICATION CONNECTIONS NATURAL GAS PIPING SECTIONAL, CLOSED CELL FOAM. PERMITS AND FEES EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO GAS PIPING SHALL BE SCHEDULE 40, SEAMLESS, BLACK STEEL PIPE. PROVIDE RAIN CONDUCTORS THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED CORRECTLY. EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT PIPING SUPPORT BLOCKING ON ROOF, COMPATIBLE WITH ROOFING SYSTEM. E. CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO PIPING MATERIALS OF DISSIMILAR METALS SCREW JOINT STEEL PIPING UP INSULATE RAIN WATER CONDUCTORS WHICH PASS THROUGH OCCUPIED AREAS FEES AND INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING SCOPE OF CORRECT ANY DEFICIENCIES OR DEFECTS DISCLOSED BY THE INSTALLATION TO AND INCLUDING 1-1/20. WELD PIPING USE NON-LEAD, NON-ANTIMONY WITH 1/2 It THICK FIBERGLASS. WORK. VERIFICATION PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE HVAC PIPING WARRANTY WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. VALVES INSULATE COOLING COIL PIPING AND CONDENSATE PIPING WITH CODE & THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK F. ALL HVAC, EXHAUST FAN, AND AIR CURTAIN EQUIPMENT SHALL BE TESTED, INSTALIA11ON MANUFACTURER SIZED, SELF SEALING, CLOSED CELL FOAM. INSULATE HVAC TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF 06 ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, ADJUSTING AND INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET STANDOFFS GENERAL CONDENSOR WATER SUPPLY & RETURN PIPING SYSTEMS AND CONDENSATE ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND BALANCE AGENT (SEE TESTING, ADJUSTING AND BALANCING) AFTER THE SYSTEM IS FROM MOUNTING SURFACES SUFFICIENT TO ALLOW I' CLEANING SPACE PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS PIPING WITH CODE & MANUFACTURER SIZED, HEAVY DUTY, SELF SEALING, WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT (D VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE AROUND ALL PIPING, INCLUDING ANY ADDED PIPING INSULATION. INSTALL NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. INSTALL JACKETED FIBERGLASS. CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE WITH THE REQUIREMENTS OF THESE DOCUMENTS. ALL HVAC CONTROL SYSTEMS FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDEDW (D SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, STAINLESS STEEL HOSE (UNLESS OTHERWISE NOTED) BETWEEN VALVE AND OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. C: AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH GYPSUM-BOARD PARTITIONS, CONCRETE FLOOR, AND ROOF EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCATE LEEDCU co THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE TESTED SLABS/STRUCTURESEAL PIPE PENETRATIONS THROUGH RATED SHUT-OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET LEED REQUIRMENTS AND Cn _J M TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH THE CONTRACT CONSTRUCTION WITH FIRESMPPING SEALANT MATERIAL MEETING CODE, AHJ, VALVES CAN BE REACHED WITHOUT MOVING EQUIPMENT. PROVIDE STOP VALVES >%CN REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN TESTING AND AIR AND ARCHITECT'S REQUIREMENTS. UNDERGROUND WATER AND SEWER LINES FOR ALL EQUIPMENT WHETHER SHOWN ON THE DRAWINGS OR NOT. VALVES CODE. IN CASE OF CONFUCL THE HIGHER STANDARD SHALL APPLY. z BALANCE REPORT CONFORMING TO THE REQUIREMENTS SPECIFIED HEREIN, SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SHALL BE LISTED/APPROVED FOR USE BY AHJ AND CODE REQUIREMENTS. T DOCUMENTING THE INFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXA PLUMBING FIXTURES IMMEDIATELY UPON COMPLETION OF THE WORK. SPACING AS REQUIRED BY CODE, EXCAVATED TO THE PROPER DEPTH AND VALVES vi CO G.CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT IS READY FOR GRADED TO PRODUCE THE REQUIRED FALL W 0 PROVIDE VALVES FOR WORKING PRESSURE IN WATER PIPING OF 125 PSI OR WATER HEATER FUNCTIONAL PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL PERFORMANCE TESTING PRIOR TO STARTING TESTING. CONTRACTOR EQUIPMENT GREATER. UNLESS NOTED OTHERWISE VALVES SHALL MEET THE FOLLOWING MINIMUM SIZE WATER HEATER PER STARBUCKS STANDARDS AND PER AHJ, WHICHEVER IS (D REQUIREMENTS: z < -a SHALL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATION THE PLUMBING CONTRACTOR SHALL VERIFY ANY EQUIPMENT LOCATION AND VALVE TYPE DESCRIPTION MORE STRINGENT. PROVIDE GLASS-LINED,ENERGY EFFICIENT, GAS FIRED (OR 0 L0 L_ THE CORRECT OPERATION OF EQUIPMENT, RESPONSE OF SENSORS, AND PROPER SIZES REQUIRING PLUMBING CONNECTION(S) WITH THE TRADE AND VENDOR ELECTRIC EQUIVALENT) WATER HEATER. PROVIDE INSTALLATION COMPLETE WITH 0 00 CIO 0, 0* EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES; INCLUDING BUT NOT SUPPLYING THE EQUIPMENT PRIOR TO ROUGH-IN. CHECK VALVE (UP TO 2'): BRONZFHORIZ.SMNG.Y-PATERN,RENEWABLE SEAT/DISC FITTINGS AS SHOWN IN THE DRAWINGS. THE WATER TEMPERATURE SHALL BE SET AT L_ LIMITED TO, AIR MOVEMENT, TEMPERATURE, SOUND, AND CONTROL RESPONSE BALL VALVE (UP TO 3*): BRASSALL PORTQUARTER TURN 120' F FOR HOT WATER UNLESS REQUIRED OTHERWISE BY A.H.J. CL a. PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT AS CLEANOUTS NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS AND DOCUMENT ALL F8d J.R. SMITH OR EQUIVALENT FLOOR AND WALLCLEANOUTS AS INDICATED GATE VALVE (UP TO 3"): BRONZENON-RISING STEM,SOUD WEDGE WATER FILTRATION EQUIPMENT TESTING. STARBUCKS CXA WILL RECORD THE EQUIPMENT OPERATION STARBUCKS WATER FILTRATION VENDOR WILL PROVIDE FILTRATION SYSTEM. Store #: 24162 AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY ON THE DRAWINGS AND WHERE NEEDED IN ALL SOIL, WASTE, AND DRAIN TEMPERATURE AND RATED FOR POTABLE WATER HEATING STORAGE CONTRACTOR SHALL CONFORM WITH STARBUCKS CM NETHER VENDOR OR DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR LINES. IN AREAS WITH CERAMIC TILE OR CARPETED FLOORING, PROVIDE PRESSURE RELIEF VALVE' VESSEI WITH SAFETY CERTIFICATION PER AHJ PLUMBING CONTRACTOR IS TO INSTALL FILTRATION SYSTEM. PROVIDE AND PLUMBING SHEET INDEX Project#: 63045-001 CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WATER HAMMER ARRESTOR: PRE-CHARGED, SEALED CHAMBER COODRINATE INSTALLATION COMPLETE WITH ALL PIPING,FITTINGS, AND EQUIPMENT AIR HANDLING UNITS, ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST WITH RESILIENT FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE. AS INDICATED ON THE DRAWINGS. FANS, LIGHTING CONTROLS, ETC. DELIVERABLES: PROVIDE COMPLETED COPIES OF NICKEL BRONZE TOP WITH TILE RECESS. CLEANOUTS SHALL BE SAME SIZE BACKFLOW PREVENTER DOUBLE CHECK VALVE ASSEMBLY WITH UNION P-0001 PLUMBING SPECIFICATIONS ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURERS! FORMS, TO THE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. (WHOLE-HOUSE): BALL VALVES AND SAFETY CER11FICATION PER AHJ CONNECTIONS P-1101 PLUMBING SUPPLY PLAN & SCHEDULE STARBUCKS CXA. WHERE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE Issue Date: 10-23-14 H.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES CONCEALED BEHIND CHROME PLATED ACCESS COVERS. BACKFLOW PREVENTER DOUBLE CHECK VALVE ASSEMBLY WITH SAFETY THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO P-1102 PLUMBING WASTE/VENT PLAN Sbux Design Manager. Ashley Blanton DISCLOSED DURING THE FUNCTIONAL PERFORMANCE TESTING PROCESS. (SINGLE DEVICE): CERTIFICATION PER AHJ EQUIPMENT INCLUDING REQUIRED MATERIAL SUCH AS PIPING, VALVES, FILTERS, P-5001 PLUMBING DETAILS CORREC11ONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE TESTING VACUUM RELIEF VALVE: BRASS BODY AND STAINLESS STEEL INTERNALS TRAPS, CHECKS VALVES, VACUUM BREAKERS, AND FLEXIBLE AND RIGID TUBING. Designed by: Adam Lyons SYSTEM AND CONSTRUCTION SCHEDULE. SCHEDULES I. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE—TESTING OF EQUIPMENT ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE PRESSURE REDUCING VALVE: BRONZE. 25 TO 75 PSI REDUCED PRESSURE RANGE REFER TO SCHEDULES ON DRAWINGS (PLUMBING & ARCH. SCHEDULES) FOR A Drawn by: Dave Carlson DEEMED NECESSARY BY STARBUCKS CXA DURING INSTALLA11ON VERIFICAT10N AND BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING AND UPSTREAM/DOWN STREAM PRESSURE GAUGES DESCRIPTION OF LISTED ITEMS AND FURNISH ANY AND ALL PLUMBING FIXTURES Checked by: Chris Rensch FUNCTIONAL PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR FUNC CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND BY AHJ. TEST WATER PURITY ACCORDING TO AHJ AND SUBMIT CERTIFIED TRAP SEAL PRIMER: BRONZE.PRESSURE BASED AUTOMATIC PRIMING LISTED AS "GC" UNDER THE "RESPONSIBILITY" COLUMN. ANY DISCREPANCIES ALL RE-TESTING, CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT ABOUT WHO IS TO PROVIDE PLUMBING FIXTURES IN THE SCHEDULE SHALL BE TEST RESULTS TO AHJ FOR REVIEW AND APPROVAL SUPPLY WATER SERVICE Sheet Title: DISRUPTION M THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: BROUGHT TO THE ATTENTION OF THE GC PRIOR TO BID. THE CC SHALL FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI, THEN COORDINATE WITH STARBUCKS FOR CLARIFICATION. INSTALL ALL FIXTURES Plumbing PROVIDE A PRESSURE REGULATOR IN MAIN SUPPLY TO REDUCE WATER PRESSURE. PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION VERIFICATION AND PROVIDE BACKFLOW PREVENTION ON WATER SERVICE IF REQUIRED BY LOCAL LISTED REGARDLESS OF WHO SUPPLIES. FUNCTIONAL PERFORMANCE TEST RESULTS Specifications J. CONSTRUCTION AND POST CONSTRUCTION TESTING: ADD11IONAL TESTING MAY BE lifffilOSTATIC MIXING VALVE Scale: REQUIRED BY LEED AND OTHER PROCESSES THAT MAY OCCUR OUT OF SEQUENCE PROVIDE A SINGLE THERMOSTATIC MIXING VALVE (TMV) LOCATED AT HOT WATER WITH COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT, DOCUMENT, TANK AND SET FOR 110* (OR AS REQUIRED BY AHJ) TO SERVE HAND SINKS. SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBUCKS CXA. MIXING VALVE TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS WITH CHECK VALVES AT SUPPLY INLETS. ER t, , Sheet Number. FOR REMODELS, PROVIDE MIXING VALVE UNDER HAND SINKS) IF THERE IS NOT EXISTING TMV AND PIPING. 1EXPIRATION DATE.-ja At/41z�j P-0001 Plumbing Fixture Schedule GENERAL SUPPLY NOTES Design ID Count Description — Responsibility T_ Comments • Cold Water ServiceSEE P-0001 GENERAL PLUMBING NOTES FOR FURTHER REQUIREMENTS.10153 2 Faucet-Water Tower-12in S13 Food Service Equipment @ COLD WATER SUPPLY LINES INSIDE CASEWORK & BAR AREA TO BE COVERED -4 10874 2 Faucet-Hot Water Dispenser Gooseneck SB WITH 1/2* THICK SELF SEALING, SECTIONAL CLOSED-CELL FOAM INSULATION. Im"VP REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY LINE INSULATION Faucets REQUIREMENTS. 10152 1 Faucet-Work Sink Double Laboratory with Bent Riser Spout SB CONTRACTOR SHALL CONTACT WATER FILTER SUPPLIER 10 DAYS (MINIMUM) 10215 3 Faucet-Double Laboratory with Swing Spout SB BEFORE THE TIME THAT THE FILTER SYSTEM IS TO BE STARTED 10447 1 Faucet-Pre Rinse Sprayer Wall Mounted SB WITH 1.2 GPM FLOW RESTRICTOR P. 0 10503 2 Outdoor Spigot SB STOP VALVES SHALL BE FAd AT ALL PLUMBING FIXTURES EVEN IF NOT 02011 StarbucksUffeeOmp" 10597 3 Faucet-Single Handle SB With 0.5GPM Flow Restrictor SHOWN IN PLAN. 10804 1 Faucet-Pre Rinse'Swing Spout SB RUN ALL PIPING CONCEALED. Starbucks Coffee 10922 1 Faucet-Mop Sink Wall Mounted with Brace SB With Atmospheric Break 10943 1 Faucet-Backbar Pitcher Rinser with Swing Spout SB F Company VERIFY BACKFLOW PREVENTER REQUIREMENTS OF EQUIPMENT WITH 11003 2 Faucet-Push Button SB Metered INSPECTOR BEFORE BID. BACKFLOW PREVENTERS SHALL BE FURNISHED, 2401 Utah Avenue South 13588 1 Fau cet-Hand Sink-Wall Mounted SB INSTALLED, & INSPECTED PER CODE & AHJ (NOT NECESSARILY SHOWN). Seattle, Washington 98134 Sinks SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ALL EXPOSED PIPES. (206) 318-1575 C24 10294 4 12"Square Floor Sink SB PAINTING OF PIPES SHALL INCLUDE ALL NEW AND EXISTING PIPES. (E4 10726 4 Square Floor Sink Grate SB These Drawings and Specifications are confidential and shall remain the sole property of 24 10594 2 Floor Drain-5" GC W/Trap Primer SUPPLY KEY NOTES Starbucks Corporation. They shall not be 10116 2 Sink-Restroom Wall Mounted SB reproduced(in whole or in part), shared with third 10505 1 Sink-Work Sink Drop In With Grate Riser-27x20in SB parties or used in any manner on other projects or WATER HEATER: 1" CW SUPPLY & 10 HW FROM WATER HEATER. INSTALL 31e extensions to this project without the prior written 10549 1 Sink-Work Sink Drop In Stainless- 12x20in SB TEMPERATURE MIXING VALVE ABOVE HOT WATER TANK. consent of Starbucks Corporation. These 10581 1 Sink-Work Wall Mounted SST SBdrawings and specifications are intended to WATER HEATER AS SPECIFIED AND IN COMPLIANCE WITH APPLICABLE CODES AND express Design Intent for a prototypical Starbucks 10995 1 Sink-Mop-24 IN SB ORDINANCES. REFER TO WATER HEATER DETAIL store(which is subject to change at anytime)and 12808 1 Sink-Utensil Rinse with Grate SST-RH-14x2Oin 355x51 Omm S13a do not reflect actual site conditions. Neither party MOP SINK: 1/2 HW & CW SUPPLY TO FAUCET. PROVIDE APPROVED BACKFLOW 12807 1 Sink-Utensil Rinse with Grate SST-LH-14x2Oin 355x51Omm S13 PREVENTION bEVICE ON SERVICE FAUCET AS NEEDED. CAULK AND SEAL BACK OF shall have any obligation nor liability to the other (except as stated above) until a written agreement 12808 1 Sink-Utensil Rinse with Grate SST-RH-14x2Oin 355x510mrn SB SINK TO WALL is fully executed by both parties. 13264 1 1 Sink-3 Comp Work SST-93in 2350mm SB WATER FILTER: 3/4' CW SUPPLY & 3/4N. CWF FROM WATER FILTER. PLUMBING Special Water Systems CONTRACTOR TO FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS AND Type I AC11VAlION PROCEDURES FOR FILTERS. INSTALL ASSEMBLY ON WALL REFER TO RENSCH WATER FILTER DETAIL 13076 1 Filter-Prefiltration System VD 13080 1 Filter-Head Quad VD COMPARTMENT SINK: 1/2- HW & CW TO FAUCET & SPRAY. CAULK AND SEAL BACK ENGINEERIN 13081 4 Filter-Carbon Filter Cartridge VD OF SINK TO WALL -OFF WITH 3/4' MALE HOSE-END 13149 11 LLC SANITIZER: 3/4* HW SUPPLY. INSTALL SHUT III AVILCOU1711111%41111011111011111111M lllm2lll 1 1 Filter-Pressure Gauge-Standard VD FITTING AT 18* A.F.F. UNDER COMPARTMENT SINK. SHUT-OFF TO INCLUDE PH:3604MI-M77 FX&3604111411111-� Additional Plumbing Fixtures PRESSURE REDUCING VALVE, PRESSURE GAUGE (SET 0 20 PSIG, +/- 5 PSIG), LINE renscilLengineering(Rcomcastnet X0120 1 Water Heater-50 GAL Electric GC A.O. Smith DEL-50, 50 GAL.CAP.,208V-3o, STRAINER AND SHOCK ARRESTOR IN WALL CONNECT SANITIZER TO HW SUPPLY 9.0 KW Total,2EA 4.5KW Simultaneous WITH 72" LONG BRAIDED STAINLESS STEEL HOSE. F8d MY ADDITIONAL PIPING & Operation. 326 5 DEVICES NEEDED. Revision Schedule Rev ] Date By Description X0122 2 Toilet Bowl- RH- 1.1 Gal/Flush GC American Standard 3483.10014142.801,ADA, 0804 3 10995 0 ICE MACHIINE_- 1/2- CW SUPPLY. REDUCE TO 3/8- AT MACHINE. EL, 1.1 gpf, Pressure Assist,White,w/RH tank lever,w/Bemis 1955CT open front seat 7 044 09 012 1 2 HANDSINK: 1/2' 1W & CW SUPPLY. REMOVE THE TEMP LIMIT STOP OR SET TO MAX. COFFEE BREWER: V2- CWF SUPPLY. INSTALL SHUT-OFF IN CABINET 024- AFF 10581 1/27TW REDUCE TO 3/8 AT UNIT. 10 ESPRESSO MACHINE- 1/2- CWF SUPPLY. CONNECT BRAIDED STAINLESS STEEL HOSE 358 10116 FROM SHUT-OFF TO PUMP & THEN TO ESPRESSO MACHINE WATER INLE"L 11 11 im if 9 02 1 LIE[ I DIPPERWELL FAUCET: 1/2' CW SUPPLY. E Ec3 `45 "0 0 0 @ HOT TAP: 3/8* CWF SUPPLY. REDUCE TO 1/4 AT UNIT. 13 WATER TOWER FAUCET. 3/8- CWF SUPPLY. W 1"CW 14 TOILET. 1/2- CW SUPPLY. 1"HW L 1/2- 10115 15 IL__J1 4 /[-ID 4 059 8 0 3/4 CWF LINE.BACKFLOW PREVENTER: FAd AHJ APPROVED BACKFLOW PREVENTER IN EACH SUPPLY 3/4*HW 1 1 059 8 SHUT-OFF VALVE.' CW 3/4STUB-UP THRU FLOOR W/BALL SHUT-OFF VALVE. 0 I f 1 rz� J LL MCW i*CW 10503 28 17 3/4- CWF STUB-UP THRU FLOOR W/BA 3/4-CW 1 .. 4 hl. 3/4-CW 1/2' HW STUB-UP THRU FLOOR W/BALL SHUT-OFF VALVE. 14 012 L- - - @HAND SINK WORK SINK FAUCET- 1/2- HW & CW SUPPLY. 26 1-1 \\ I N500 20 PITCHER RINSER FAUCET (2 HANDLE): 1/2' HW & CW SUPPLY. F8d BACKFLOW U) L J 18C I PREVENTERS. Pq , / ;1-1/2 CW 13076 4 21 PITCHER RINSER FAUCET (I HANDLE): 1/2" CW SUPPLY. F8d BACKFLOW 06 PREVENTER. .0 1308 10549 @ ROUTE PIPE S) CONCEALED BELOW COUNTER & TIGHT TO BAR WALL If > 13081 (COORD. W/GC) 19 10152 6 25 @ NOTE NOT USED. _J '1050 iwcw13149— SEE SHEET P-1102 FOR TAG AND LOCATION. CV) 9 CO z 21 15 10943 3/4'CW CONNECT TO LANDLORD PROVIDED COLD WATER. EXTEND LINE AND LOCATE 4F SHUT-OFF VALVE AS SHOWN. COORDINATE WITH LANDLORD FOR LANDLORD W 19 102 /4 ik HW TERMINATION POINTS PRIOR TO BID. W 3/4 \1%C LOCATE FULL PORT BALL SHUT-OFF VALVE & PRV ON WALL F&I BACKFLOW 0 PREVENTER IF REQUIRED BY AHJ. (CONFIRM). E _0 co -0 @ROUTE PIPES UNDERSLAB. z (D < ILO 0 00 .6 .6 ICY) o • 27 HOSE BIBB: 3/4* CW TO HOSE BIBB. INSTALL IN ALTERNATE LOCATION IF NEEDED DUE TO CONSTRUCTION. ROUTE PIPING ON WARM SIDE OF INSULATION. 0- U) 113-- � \ 10 29 NOTE NOT USED ELIN / J 5 Store #: 24162 30 NOTE NOT USED. Project#: 63045-001 1/2-CWF Lj- 7L� 31 REPLACE AERATOR PROVIDED WITH FAUCET WITH 0.5 GPM VANDAL RESISTANT FLOW LJ LJ LJ CONTROL AERATOR. 128032Issue Date: 10-23-14 REMOVE & REPLACE STOCK SPRAY HEAD FLOW RESTRICTOR WITH OPTIONAL 1.2 GPM FLOW RESTRICTOR PROVIDED WITH FAUCET. 10874 12 Sbux Design Manager: Ashley Blanton 11003 11 Designed by: Adam Lyons 5 4 500 500 10215 15 Drawn by: Dave Carlson < Checked by: Chris Rensch 12808 10153 13 12 10874 Sheet Title: N 1 22 �1:1.��, r . / 11 11003 10 Plumbing Supply Plan & Qr a r OF NOT ALL OF LANDLORD'S WORK IS Schedules 20 15 10215 SHOWN. SEE SHEET P-0001 FOR Scale: PLUMBING SUPPLY PLAN "LANDLORDS REQUIREMENTS" 13 10153 10503 28 J: 0 1 2 3 4 8 12 Sheet Number. �IRATIQN.DATE: T x€ -1101 P GENERAL WASTENENT NOTES KEY NOTES SEE P-0001 GENERAL PLUMBING NOTES FOR FURTHER WATER HEATER: 3/411 PRESSURE RELIEF TO REQUIREMENTS. MOP SINK. ALL IS NEW UNLESS OTHERWISE NOTED. WATER HEATER: 111 INDIRECT DRAIN FROM WATER HEATER DRIP PAN TO MOP SINK. WHEN BUNDLING SEVERAL INDIRECT WASTE LINES TO DRAIN MOP SINK. PROVIDE 3"W/2"V INTO A FLOOR SINK, A UNISTRUT IS REQUIRED FOR SECURING AND BRACING ALL LINES ABOVE THE DRAIN. COMPARTMENT SINK: PROVIDE 211 WASTE/211 VENT FROM nD F&I ALL NEEDED INDIRECT DRAINS PER CODE (NOT ALL SHOWN). COMPARTMENT SINK MANIFLD. CONNECT SINK BASINS INSIALL DRAINS AT 2i SLOPE WHERE POSSIBLE WITHOUT DIPS TOGETHER INTO AK CENTERED P-TRAP PER CODE. 0 OR SAGS. ALL INDIRECT DRAINS SHALL RUN SEPARATELY FROM F&I AN INDIRECT DRAIN FROM ONE OR MORE EACH OTHER TO INDIRECT DRAIN RECEPTOR AND SHALL COMPARTMENTS IF REQUIRED BY AHJ (CONFIRM). 02011 StarbucksCXffmCaTp" • TERMINATE W/M AIR GAP PER CODE. NOTE NOT USED. SANITIZER: PROVIDE 1-1/211 DIRECT DRAIN. (SEE DETAIL) Starbucks Coffee ALL P-TRAPS (WITH INTEGRAL UNION) & TAIL PIECE TO BE TYPE ICE MACHINE: PROVIDE (2) 3/4" INSULATED INDIRECT Company ABS UP TO AND INCLUDING THREADED COUPLING TO BASKET DRAINS TO FLOOR SINK. DO NOT INTERCONNECT DRAINS. 2401 Utah Avenue South STRAINERS. ESPRESSO MACHINE: PROVIDE FEMALE PIPE THREAD FROM Seattle, Washington 98134 F&I WALL CLEMOUTS AT ALL SINKS AND AS NEEDED AND PER ESPRESSO MACHINE DRAIN TRAY TO INDIRECT HUB DRAIN. (206) 318-1575 CODE (NOT ALL SHOWN). 2" INDIRECT LINE FROM HUB DRAIN TO FLOOR SINK. POINT OF CONNECTION SHOWN IS ASSUMED & HAS F&I ANY NEEDED INDIRECT PIPING FROM BACKFLOW DEVICES TO These Drawings and Specifications are NOT BEEN FIELD VERIFIED. CONTRACTOR SHALL FLOOR SIWS (TYP)(NOT SHOWN). NOTE NOT USED. confidential and shall remain the sole property of RUN A CAMERA SCOPE THROUGH LINE PRIOR TO Starbucks Corporation. They shall not be CONSTRUCTION TO VERIFY EXACT WASTE LINES 9 ICE BIN: PROVIDE 1-1/2- INDIRECT INSULATED DRAINLINE TO reproduced(in whole or in part), shared with third parties or used in any manner on other projects or SIZES, ROUTES & INVERTS. CONTACT STARBUCKS FLOOR SINK. CM WITH ANY DISCREPANCIES. extensions to this project without the prior written 10 ESP SINK: PROVIDE 1-1/2* INDIRECT DRAIN TO FLOOR SINK. consent of Starbucks Corporation. These drawings and specifications are intended to GREASE WASTE SIZING express Design Intent for a prototypical Starbucks (SIZING BASED ON THE OSPC) 11 FLOOR SINK- PROVIDE 311 WASTE/2"V. store(which is subject to change at anytime)and FIXTURE QTY DFU/EA DFU do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other MOP SINK 1 X 3 3 12 HAND SINK: PROVIDE 211 WASTE/1-1/2"V. (except as stated above)until a written agreement 3 COMPARTMENT SINK 1 X 4 4 is fully executed by both parties. HAND SINK 2 X 1 2 13 TOILET, 411 WASTE/311V FROM TOILET. FLOOR SINK(ICE MACHINE) 1 X 6 6 14 FLOOR SINK(CBS SINK) I X 6 6 WORKSIW: PROVIDE 2" WASTE/1-1/2"V. REPJMH 17 4 326 FLOOR SINK(ESPRESSO) 1 X 6 6 FLOOR SINK{DIT ESP) 15 ROUTE VENT UNDERSLAB. ENGINEERINS 11 0294 1 X 6 6 LLC WORK SINK 1 X 3 3 FLOOR CLEAN OUT, MATCH SIZE TO DRAIN LINE. '111 AVF_9 8111111M 184 0726 MINIMUM CAPACITY REQUIRED 32.1 DFU� PHi 3-1 FX060414M-I 2m 13 01 WALL CLEAN-OUT, MATCH SIZE TO DRAIN LINE. renschengineeringftomcastmet 5 10581 12 17 Revision Schedule 4 2 ROUTE INDIRECT DRAIN BEHIND UNDER COUNTER Rev Date By Description 77 ev_,, 7 )A F2ew REFRIGERATOR TIGHT TO WALL. F&I BUMPER GUARD. + 1 2 -J CBS DRANBOARD., PROVIDE 1" INDIRECT DRAIN TO FLOOR 01 I 19 SINK. 1 3 0995 20 PITCHER RINSER SINK: PROVIDE 1-1/211 INDIRECT DRAIN. 23 17 12 10116 1 IL@ 16 21 EXTEND TO LANDLORD PROVIDED 4" WASTE BELOW FLOOR I JSLA13 (CONFIRM EXACT POC). \— I CW Q6 EXTEND AND CONNECT TO LANDLORD PROVIDED 4" GREASE 4-I 15 WASTE BELOW FLOOR SLAB (CONFIRM EXACT POC). I (2 @ F&I PIPE PROTECTOR FOR P-TRAP & SUPPLIES. TRUEBRO 25 059 1 2m LAVGUARD2 OR EQUAL. 000 _ _13 012 0 VENT TO ROOF: VERIFY 10'-0" MINIMUM CLEARANCE TO 4w J ALL MECHANICAL AIR INTAKES (OSA) AND OPENINGS INTO BUILDING. I 25 FLOOR DRAIN: 2" WASTE/211 VENT. F&I TRAP PRIMER IN ACCESSIBLE LOCATION & WATER LINE TO TRAP PRIMER (NOT SHOWN). • i k GW 40 \_*2� <L J 12 17 14 17 10549 16 /6 06 2"V3" I (D 21 a) 4VTR(24 ,.: Cr) CIO >1 04 LU CIO W 15 i6 C 7 18 E;l \> z co 0 < IN f%Pf t 3: 9 18 0 9 LO 16 00 1 10294 11 0 3X2 INDIRECT 20 10505 1 0726 S DRAIN HUB L� LJ Lm� L� NOT ALL OF LANDLORDWORK IS a. U) O_ 0') F_ SHOWN. SEE SHEET P-0001 FOR 80 10 "LANDLORDS REQUIREMENTS" Store #: 24162 Project#: 63045-001 15 Em 029 11 1 10 10726 Issue Date: 10-23-14 11 10294 0 7 18 Sbux Design Manager. Ashley Blanton 0726 Designed by: Adam Lyons Drawn by: Dave Carlson 3X2 INDIRECT Checked by: Chris Rensch 10 12808 DRAIN HUB 9 0 Sheet Title: N Plumbing Waste / Vent PLUMBING WASTE VENT PLAN Plan 0 1 2 3 4 8 12 Scale: Sheet Number. LVIR00N DATE P-1102 KADET-AF CLEANER KADET-AF CLEANER SEE ESPRESSO MACHINE FLOOR SINK SET FLUSH W/TOP FIN. FLR. CHEMICAL PIPING CONNECTION DETAIL (CONTRACTOR TO CONFIRM WITH AHJ IF FLEX HOSE -MOUNT BRACKET ON DISPENSER (WHERE APPLICABLE) -MOUNT TO BACK FLOOR SINK IS TO BE ELEVATED ABOVE SLAB) MALE HOSE END CENTER W/ BOTTOM OF WALL OF MOP WATER TOWE HOT TAP CAULK JOINT CLEANER DISPENSER SINK SURROUND FAUCET DISHWASHER 1-1/2" ABS DRAIN MOP SINK FAUCET THIN SET CERAMIC TILE, TYP. ESP SINK - COORDINATE WITH GENERAL ON (W/ ATMOSPHERIC BREAK) RIGHT HAND TYPE OF FLOORING AND FLOOR DIRECT DRAIN CONNECTION SHOWN t SYSTEM, ETC. (LEFT HAND SIM.) • a • • a • e . • • • "WASTING TEE" PROVIDED WITH SEE ARCH DETAILS FOR CONC. INFILL a TRENCH CHEMICAL MIX SYSTEM W/QUICK FURTHER INFORMATION �`� `; ,,,,..— PITCHER RINSE R FOR BELOW GRADE DISC. FITTING (CONFIRM) E) •'e •' •'e'. e • ' 'e (WYE SPLITTER SHALL NOT BE USED FAUCET :� • . • . UTILITIES EVEN IF SHOWN ON ARCH DETAILS =�', ' 02011 StarbuckscdfeeCarparry z Starbucks Coffee �S 00 ZS �O � o� GAVEL BACKFILL (CONFIRM BUILDING IS FRESH WATER HOSE BACKFLOW PREVENTER 0 a SLAB ON GRADE BEFORE BID) FLOG (TYP.) Company r`� flo �00 — W/QUICK DISC. FITTING —NO-HUB CONNECTION 2401 Utah Avenue South NOTE= SEE PLANS FOR DRAINAGE 2 _ _ " P-TRAP AND TRAP ARM 98134 -) o ^ ( ( RELIEF FLOOR DRAIN. INSTALL TO DROP IN WALL BEHIND MOP SINK BASIN FAUCET Battle, Washington — 3" WASTE TO DRAIN ALL PER CODE & AHJ. (206} 318-9575 SHUT OFF VALV These Drawings and Specifications are (TYP.) confidential and shall remain the sole property of Starbucks Corporation. They shall not be FLOOR SINK DETAIL DISHWASHER DRAIN DETAIL CHEMICAL MIXER DETAIL ESP SINK PIPING DETAIL reproducededina ymanparonotherprojetso I � parties or used in any manner on other projects or N.T.S. � N.T.S. � NTSxtensions to this project without the prior written N.T.S.N.T.S• consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks SINK/ICE BIN VENT IF RE URED BY CODE/AHJ store(which is subject to change at anytime)and BRAIDED STAINLESS STEEL HOSE. 5/8- WIRE REINFORCED DRAIN DETAIL,COTES TO OUTSIDE( O NOT CONNECT TO CONNECT TO EQUIPMENT do not reflect actual site conditions. Neither party 9/16-24 UNEF COMPRESSION HOSE TO INDIRECT PIPE PIPE HANGER SUPPORT (OR ANY SEWER VENT) shall have any obligation nor liability to the other ESPRESSO ESPRESSO 1. THIS DETAIL IS DRAWINGS. ONLY. PIPE CLAMP SUPPORT AS CONNECTION 150 PSIG MIN. RISER (TYP. 2) INDIRECT DRAINS-TRAP IF REQUIRED (except as stated above) until a written agreement MACHINE MACHINE SEE THE PLAN DRAWINGS. NEEDED, is fully executed by both parties. RATING. (TYP. 2) PROVIDE CLEANOUTS IN � PER CODE OR AHJ. COUNTER TOP 2 ABS DWV INDIRECT WASTE 2. ALL WATER HOSES SHALL BE THE ABS INDIRECT DRAIN PIPE TURNS/ENDS OF PIPE. CONDENSATE DRAINS-TRAP REQUIRED PIPE TO FLOOR SINK SLOPE MINIMUM LENGTH NEEDED AND (SEE PLAN FOR SIZES). INSTALL PER MANU JCODE REQUIREMENTS, HORIZONTAL AT 1/4' PER FOOT. SUPPORTED AS NEEDED TO AVOID ABS THREADED COUPLING F&I ADDITIONAL OFFSETS AS WATER PUMP. INSTALL TO ALLOW STRESSING CONNEC11ONS AND TO BASKET STRAINER MAY BE NEEDED. PIPE MATERIAL SHALL BE PER THESE ACCESS TO INTEGRAL PUMP COILING EXCESSIVE HOSE ROUTE PIPE CLAMP SUPPORT AT PLANS ARD/OR PER CODE. USE FILTER. SEE PUMP ATTACHMENT HOLD PIPING TIGHT TO BACK TO AVOID KINKING AND ALLOW DWV FITTINGS IF REQUIRED BY CODE/AHJ. rEhIMINMERING WALL (TYP.) SPACE FOR UNDER COUNTER DRAIN TERMINATION DETAIL IN ARCH PLANS (TYP. 2) � CLEANOUTS AT ALL CHANGES—�''�� (& BLOCKING-NOT SHOWN) SLOPE PIPE PER CODE. LL� REFRIGERATOR AND ACCESS TO IN DIRECTION (OR AS ALLOWED SEE PLAN(S) FOR SIZE. BRAIDED STAINLESS STEEL HOSE. EQUIPMENT AND VALVES. BY AHJ) DISCHARGE INTO OPEN AREA 111 AVF_C 8UlTE 104,#NtS 9/16-24 UNEF COMPRESSION BACK FLOW PREVENTION DEVICE 3. ALL PIPING SHALL BE HELD TIGHT OF FLOOR SINK W/2" AIR G DISCHARGE INTO OPEN AREA P� CONNECTION 150PSIG MIN. RATING. PUMP PUMP WHERE REQUIRED. VERIFY TYPE ABS DWV FITTINGS (TYP. FLOOR �OF FLOOR SINK W/2" AIR GAP (TYP. 2) HUB DRAIN AND LOCATION WITH LOCAL AND TO WALLS, SLOPED WHERE NEEDED '"'r— /// (OR AS ALLOWED BY CODE) rensch.engineering@comcastnet 1/2" NPT TO HOSE JURISDICTION. TO EQUIPMENT AND VALVES.TED TO ALLOW CESS NOTES: FLOOR SINK � Revision Schedule COMPRESSION CONNECTION 3/4 4. ROUTE HORIZONTAL PIPING A NOTES 1. F&I ALL WORK PER CODE AND AHJ REQUIREMENTS FLOOR SINK(OR FUNNEL Rev Date By Description • (TYP. 2) --CW CWF 3/4"CWF—E MINIMUM OF 6" ABOVE FLOOR. 1. F&I ALL WORK PER CODE AND AHJ REQUIREMENTS EVEN IF NOT SPECIFICALLY SHOWN. EVEN IF NOT SPECIFICALLY SHOWN. DRAIN) 1/2" BALL VALVE. (TYP. 2) 3/4' 1/2"HW --� SEE ESP SINK DETAIL 5. COORDINATE LOCATION AND 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPING SHALL BE MOUNTED 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPES SHALL BE MOUNTED 3/4" ELEVATION OF ALL EQUIPMENT OFF THE FLOOR FOR CLEANING PURPOSES. OFF THE FLOOR FOR CLEANING PURPOSES. AIR GAP PER CODE. 1/2"CW —� WITH OTHER TRADES. ORIENT FLOOR MINIMUM 1" I? 1� BALL VALVE Q STUB UP (TYP.) PUMP AS NEEDED TO ALLOW 3. ALL INDIRECT DRAIN DISCHARGES SHALL OCCUR OVER CLEAR AREA OF FLOOR SINK AND NOT 3. ALL FLEXIBLE INDIRECT DRAIN LINES FOR APPLIANCES SHALL BE INSTALLED PER CODE/AHJ AND MAINTENANCE. OVER GRATE. MANUF. REQUIREMENTS. SUPPORT LINES SO THERE ARE NO SAGS OR DIPS IN LINE. 4. SLOPE ALL PIPES PER CODE AND F&I TRAPPED INDIRECT DRAIN AND VENT IF REQUIRED BY TYPICAL CONDENSATE / PM E SINK "FILTERED" - FW CODE AND/OR AHJ. (NOT SHOWN) ESPRESSO MACHINE PIPING CONNECTIONDETAIL A-SYSTEM = CWF REFER TO SUPPLY ) SINK INDIRECT DRAIN DETAIL INDIRECT DRAIN DETAIL B-SYSTEM - CWN PIPING DIAGRAM C-SYSTEM RO NTS = IF ONLY ONE ESPRESSO IS SHOWN IN PLAN VIEW AT THE FRONT LINE, F&I PIPE TO FUTURE LOCATION & BALL VALVE. VV NTS NTS NOTE; SCHEMATIC - ADAPT AS NEEDED FOR EXACT SITUATION. CHROME L 48' ROUGH—IN z ESCUTCHEON 3/4- BY—PASS LINEINCOMING No LOW STRAINER POSITION HIGH STRAINER POSTION—► z: 3/4' BY—PASS VALVE (NORMALLY CLOSED) EXPANSION TANK SIZED AND INSTALLED COLD WATER COLD WATER —�TO ESPRESSO, BREWER, PER MANUF. RECOMMENDATIONS AND CODE. TO FIXTURES PRESSURE REDUCING 3/4' DOMESTIC WATER TOWER, HOT VACUUM RELIEF VALVE VALVE ASSEMBLY (IF SHUT—OFF FLR DRAIN SET BELOW TOP OF CAULK JOINT VALVE ( .� FIN FLR. ADJACENT TILE TAP, CLOVER, ICE NEEDED) CANTS TO CREATE DIMPLE THIN SET CERAMIC L� WATER IN UNION (11'P.) MACHINE, ETC. COMBINATION TEMPERATURE & 9" DIELECTRIC PRESSURE TILE, TYP FULL PORT 3/4-CWF OUT UNION (TYP.) PRESSURE RELIEF VALVE, GAUGE 5 SQ THREADED, BRASS BALL SHUT—OFF -_-=- 75„AFF -,I/ 3/4 IfRELIEF DRAIN TO MOP SINK. o r VALVE (TYP.) 4--3/16- FROM WALL DOMESTIC STRAP TQ WALL STRUCTURE WITH I ! _.'• •''•' '•..:. .1;, MOISTURE BARRIER 3-3/8' FROM TO CENTER OF PIPE ELECTRIC 2" WIDE 16 GAUGE STEEL BARDS. r-�' �' "�"'' CONNEC11ON WATER L_ J -.�-- F a WALL TO CENTER HEATERDRAIN VALVE a• w ' OF PIPE ;: '• .. _ 4, '.- CONNECTION PPROX. FLUSH VALVE—PROVIDE DRIP PAN WITH INDIRECT DRAIN ,�' . , _ 06 FLEXIBLE INDIRECT � TO MOP SINK BELOW ' ,• , r : :". ,` TEE/PSI 28 DRAIN ALL THE WAY --SUPPORT PLATFORM BY OTHERS. i" INDIRECT DRAIN TO MOP SINK GAUGE TO RECEPTOR. ct 0) PRE—FILTER 2' CLEARANCE REQUIRED MOP SINK TRAP PRIMER 2„ : NOTES. FILTER (TYP 4) FOR FILTER REMOVAL CO LOOK CONNECTION J CO M 1. FILTER ASSEMBLY SHOWN FADED IS PROVIDED BY FILTER VENDER. CONFIRM WHO INSTALLS WITH GC, NOTE: SEE PLUMBING PLAN FOR SIZES 2 ALL PIPING SHALL BE COPPER EXCEPT PEX TYPE PIPING IS ACCEPTABLE BETWEEN FILTER SYSTEM COMPONENTS Z -0 r, WHERE ALLOWED BY CODEELECTRIC DATER HEATER WCU W AIN VALVE DETAIL FL OOR DRAIN DETAIL FILTER SYSTEM TYPE I NTS NOTE= SCHEMATIC - ADAPT AS NEEDED FOR EXACT SITUATION. �/ 8 N.T.S. I o N.T.S. I I N.T.S. SECTION ICU E CD (n Z Q o o00 aW a � Store #-. 24162 Project#: 63045-001 Issue Date: 10-23-14 Sbux Design Manager: Ashley Blanton Designed by: Adam Lyons Drawn by: Dave Carlson Checked by: Chris Rensch 0 0 Sheet Title: Plumbing Details Scale: ' cfi� ER Sheet Number: l AAc _ P-5001 . E